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HomeMy WebLinkAbout017-300-101/C 011-680-007, 008 & 009 CERTICATE OF MERGER 011 -680 -GOT /0/ PERMIT#96-1057 DAHLIN, Walter ^_ 36 Red Hawk, Chico/ Cont: Glenn Bruno G 2I I l New Single Family1 SCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). ,i Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). 5.: Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Tile 7. Foam insulation - protection. )8' 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. ' -Two exits on three - story dwellings (Section 1003). . Unaerfloor access ana`ventilation (Section 2317.7).` Attic access and ventilation (Section 1505).• j Combustion air for fuel burning appliances'- L.P:G. requirements. Noise requirements on duplexes. 15. Energy design. Je Flashing,at all exterior openings. ' C.D.F. responsible area requirements. _ 'DS;t&% L,-C.V lene, s o v; d � fa l l a i -M ivy � NYU C-/ 07S r F, � wh • •, ' � ;, �-�a�,Gl�.d yin. can � c+2 � 4 ;? I � . L/ _,tom -�-,�-t� R r ,cam. Ivi's fj p egT a �)b �✓� Gam, O i F 1<cVl� f v L 7 �i,�r� eot,wr',� � vr'4 -'� '04_s6 /I J ARY 1996 vTO y . �,Lv m � ► , G/ i�F-► p �` SOL t-. 3.3 J / rhi A r E_ , a U tfkivri-ra o F `�� ► -T �i � C e. Si z . 'P / k 1 0- Hco rpj- IT- / 5:' S►<v r7Gi> . RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Wal- tr ahlln BU1LDINGPE ER_gGy '-067 PLAN CHECKER: MJ A - P. NUMBER: Oil- & eQ -009 - GENERAL: i Zoning requirements: (side yards and number of permitted living units).a FL� Valuation. CcLx{�ed %9u4 --Ye ( �ctE-e Plans signed by designer. 14' Proper description of work on application. 3 10eA5(r ab1r% Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). /7! Recorded notice of violation. PLOT PLAN: 'jam /1! Complete parcel size and dimensions. (� Setbacks, side yards, easements, etc. Other buildings or structures. 4.4. Grading, fills and/or drainage. Flood hazard. ` Special conditions on creation map (Noise, S.R.A., Vire Sprinklers, Water Tender,•TTees,,etc.).,; F.A.U. & F.A.S. road setback. ,8! Building or utilities across lot lines (Record form). , • FLOOR PLAN: ' ,1! Complete to scale plan with dimensions.- Required imensions.Required windows for light and ventilation (Section 1203).. , Required windows for second exit (Section.310.4). _ Skylights (Section 2409 & 2603.7). SZ 22 Glazing'in-Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section'310.6): { G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).. ' /8' Lights, switches, receptacles, and exterior receptacles for,maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. }?% Garage firewall, door size and closer (Section 302.4). • Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). �~ Plumbing,fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2.•' Standard bracing of "engineered design, (Section,2326.11.3). • Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. eHl�f 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construcrbuilding. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. 2. Stud heights. , '1 j . , '. .. Adobe soils - special foundation design.`�� 14. Retaining walls requiring design. 15. Special Inspection requirements. ° JANUARY 1996 3,2 fail I or cc: Bruno & Hawkins 20 Constitution Dr Chico, ca 95973 �, ...... 44AF ::+ �_B, A A D C F M A T U2AC `A/EA! A L T H. A N D BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 6/6/96 FAX: (916) 538-2140 WALTER DAHLIN 2 TERRACE LANE CHICO, CA Re:. B.P.#96-1057 011-680-7009 With reference to the above subject, attached is: [x] Plan Check List 1XI Red Marked Calculations I I Red Marked Plans 1XI Other 'Action Required: [X] Comply With Plan Check List 1XI Resubmit Plans with Revisions As Required I I Return All Original Materials and Revised Plans to the Building Department I x] Other Should you have any questions, please phone number listed above. contact this office at the address or Sincerely, MARTHA WHITNEY - PLAN CHECKER cc: Bruno & Hawkins 20 Constitution Dr Chico, ca 95973 Permit Applicant: DAHLIN, WALTER Amessor Parcel Number: 011-680-009 permit Number: 96-1057 Date: •6/6/96 The . above referenced building . pA= were reviewed by this office. Provide adWtibnal imformatioa and/or make revisions to pkmL% specifications and calculations as foAows: PROVIDE RAMSET. ICBG #1639 OR PROVIDE SLAB THICKNESS REQUIRED BY HILTI ICBO #1290 WHICH REQUIRED.A SLAB WITH A THICKNESS OF 4 1/2 INCHES. PROVIDE DETAILS AND CALCS FOR LOAD BEARING 2 X 4 DECORATIVE COLUMNS'.- PROVIDE OLUMNS.PROVIDE DETAILS ON DRIFT PINS AT TRELLIS.. WE NEED SIZE, DIAMETER, MATERIAL AND HOW.IT IS SECURED.- �-ROVIDE STANDARD FOR COMPACTED FILL. . ARG � C �a 0 PROVIDE LOAD PATH DESIGN FOR COLLECTOR TRUSS IN FRAMING SYSTEM ALL THE WAY. TO. FOUNDATION AND SOIL. KEY IN BEAMS ON PLANS. PROVIDE BEAM SIZE IN CALCS. zI,4L PROVIDE INFORMATION OF LOADS ON TRUSSES FOR FAU LOCATED IN ATTIC. LABEL SHEAR PANEL IN LIVING ROOM AT FIREPLACE. }k� RETURN PLANS AND RED LINED CALCS WITH NEW PLANS. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1: 00 P.M. and 4.00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER MVP Architectural Engineering Specialists 20 Constitution Drive Suite 1, Chico, California 95973 Telephone (916) 892-9715 Fax (916) 893-0532 June 7, 1996 County of Butte f Building Division 7 County Center Drive Oroville, California 95965 ATTN:. Plan checker RE: Dahlin residence Permit #96-1057 Item -N We have -changed our note to reflect that we will be using Ramset ICBO #1639 with 4" slab -.-.Note that our general note mistakenly noted the embedment as "Min. 1-1/8". This has been revised to "Max. 1-1/8 Item #Zs . See calculations on pp. R-4, R-5. Also see detail 9/13 and revisions to foundation plan and roof framing plan. Item #3 Reference detail 44/12. Item #4 See note on sheet 7. Continued... Item #5 Reference detail 1/13 and 6/13. Item #6 Corrected. Item #7 Some of the roof beams are sized by inspection - not required. �Vzll Item #8 By Longfellow lumber company. Item #9 SW 3 is noted on the plans. In addition, I have addressed all the items tabbed in the calculations. If you have any questions. regarding this matter, pleas not hesitate to contact this office. frank Glazewski Architectural Engineering Specialists ;k" S�0 AR�tii No..0 10236 u'.� /OA? ®F C��-�� A ®Addy Airmoo mune 4D b Q�S 9x2 -VI 2 z- - -to �' = (-S 0 l a 0, E n 211 2 1`2,, VL 14 �mm= J ._eccry t li , T - i ✓ AIi(p, y A-i&cAr,- bo Ifs gz/s1Z_ I.q A35 �3S-a}-S�II - o. . 7, 7 �2,3D�� 8U7 -r E C t�!! t t Lit^ : ,. p A4 S 31 '� 7 01 kcN A" / 4x6 ._ �(k6s6 �. i P Z- _�9 K c jc U= -7-7S OoRoc _�;LLwz NWWWLr) Z-Zww Rrn U;Nttl[ P Z- _�9 K c jc U= -7-7S O A�fi r Lts / (1 �t 4-p''�_ G LJAS� Cl '6/2- + 0 2- -F 0 IS) i J S�To BUTTE COUN-ni 6(7p& OoRoc _�;LLwz NWWWLr) Z-Zww Rrn U;Nttl[ / `12 IZ® ,`F -.vavv Y` O A�fi r Lts / (1 �t 4-p''�_ G LJAS� Cl '6/2- + 0 2- -F 0 IS) i J S�To BUTTE COUN-ni 6(7p& .. I Avtvino/ �o Its :BIZ, C- o r0 -t,.e C. hd SST 210 �l srngle p!vu L IV� S t f?� -3 C, f 'o o T -20 a -3S c 9 C-7 Qr�= ���-C2�%z).°Z.1 = I,oIK. 1,6"1 _ LJ 14 -712_ I.C.O[SP oZ 1 4- 6,J 3G,21 fy) 1 'sVftD'WG. COZANry 3 1-3 APp -5S T6 Zo 7 P5 (60 1Sime p 0 Ire G 1, z5 zb S/II had Avnc,�.D--1 �D [�s s,ZZF �/e C �►r,15A zx6 ""c - . % h 7`b L v,►J . v�.e/� SU)LD4, APpFjOVED, Job number >>E96016 Structural calculations for 3:32 PM 6/11196 Project » Dahlin residence Plan » Plan check -.corrections Name >>Bruno and Hawkins Address » Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 . (916) 895-1125 (916) 893-0532 Fax ARP r � No. 10236 � RENI'� �' OF CA BUTTE OOUNTY Wt A.. �A�V' CONCBOL3 9:58 AN 6/ 7/96. ------=------=---------------------------------------------------------- Rev 05-09-94, . Anchorage to concrete . ------------------------------------------------------------------------ Description »Anchorage at holdowns at line 5.1 ---------------------------------General-------------------------------- Special inspection ? >. N Use multiplier.= 2.0 Concrete.strength V c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > 1.000 1 => Plate supported on.grout pad 2 => Plate supported on concrete surface 3 * Plate embedded flush with concrete @ for bolt shear strength > .450 Is reinforcing provided for shear ? > N for concrete shear strength > ..650 Are bolts embedded beyond far face reinforcing ? > N ¢ for concrete tension strength > .650 ----------------=------------=---,Loadin -=------------------ Shear: Tension: V (WL) > .000 kips T (WL) > 7.010 kips V (LL) > .000 kips T (LL) > .000 kips V (DL) > .000 kips T (DL) > .000 kips Load combinations - Shear (9-1) U = IAD + 1.7L > . .000 kips (9-2) U 0.75*(1.4D-+ 1.7L + 1.1W) > .000 kips (9-3) U = 0.9D + 1.3W > 000. kips Vu Umax t multiplier > .000 kips Load combinations - Tension (9-1) U-= IAD + 1.71, > .000 kips (9-2) U = 0.75*(1.4D + ML + 1.7W) > 8.938 kips (9-3) U = 0.9D + 1.3W >. 9.113 kips Pu Umaa + Multiplier. > 18.226 kips -----------------------------Bolt group data ---------------------------- Bolt grade >- 1.000 1 => A307 2=>.A325 3 => A36 Specified min. tensile strength > 60.000 ksi Bolt diameter (d) > .875 inches Head diameter.(dh) > 1.313 inches Bolt area (Ab) > ..601 in -2 Bolt spacing > .000. inches Row spacing > .000 inches Number of bolts/row. > 1.000 Number of rows _ > 1.000 Bolt embedment - > ..8.000 .inches Concrete depth > 24.000 inches EDI > 12.000 inches <Loaded.edge> ED2 > 12.000 inches <Unloaded edge> ED3. > 12.000 inches .<Side 1> ED4. > 12.000 inches <Side 2> e3 •----------=-----=-----------Summary ------------------ ------------=-- Shear check For anchor groups, the .concrete design shear strength.shall. be taken as the smallest of: .1. The strength of the weakest stud times the number of studs. 2. The strength of the row of studs nearest the free edge in the direction of shear times the number of rows. 3. The strength of .the row farthest from the free edge in the direction of shear.' Check bolt(s) near free edge �Vc. > 29.405 kips 1.000 Bolts considered Vs >' 16.235 kips 1.000 Bolts. considered, Check bolts) farthest from free edge �Vc > 29.405 -kips 1.000 Bolts considered. Vs > 16.235 kips 1.000 Bolts considered Case 1 > 29.405 kips Case 2.. > 29:405 kips Case 3 > 29.405 kips �Vc > 29.405 kips VC > 45.239 kips. Vs > 16.235 kips Ps > 32:470 kips .<0.9 + Ab + f's> An . > 235.402 in"2 <Tensile stress area> �Pc > 30.602 kips 1 + (f'c)'.5 *. 4 + Ao> Pc > 47.080 kips ------------------------------Unity check--- ----- --------------- 1/f((Pu/Pc)2 + (Vu/Vc)z] > .231 (Pu/Ps)2 +,(Vu/Vs)l > .315 DEN PPR f S ..; � ! S ��op�✓�" fYC��ifs w o"✓k ' , W i s i 0 to S ZI47P u� DEN PPR f Rev 2-14-94 Pole footing ------------------------------------------------ =-=----------- ---------- Description.>> ------=-----------------------General data ----------------- ----=-------- Applied point load > .470. kips Height of applied load > 5.210 feet Constrained? > Y Y/N Lateral pressure/ft depth > 800.000 psf r Diameter > 2.000 feet Square/round > r S/R Embedment > 2.000 feet --------------------------------Summar Sl > 533.333 S3 > 1600.000 ------------------------------------------------------------------------ -- Depth .Depth > 1.803 feet -----------=------------------------------------------------------------ ens File >MASONRY3 11:27 AM 6/ 7/96 --------=----------------------------------------- ---------- ------------ Rev 2-24-95 Masonry retaining wall -----------=------------------------------------------------------------ Description >>Free standing retaining wall ----------------=-------------General data -------- ---------------------- Wall.type . >-. 2 1 => supported 2 => cantilevered Lateral load type> 1 .1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizonta 0 Vertical Special inspection (Y/N)? > n Masonry weight > .135 kcf Soil weight . > .110 kcf ------------------- ---------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum >. .000 kips/ft EFP > .000 kcf. Sloping backfill surcharge> .000 kcf Total EFP > .000 kcf Surcharge Distance Surcharge P - Comment to wall height .000 3.000 .000 Uniform lateral load > .0152 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------ ------------ t**Soil*x Class of materials. > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable.passive (horiz.)> .150 ksf/ft depth. .200cr. Lateral sliding coeff. > .250 .350- ***Masonry*** ***Concrete** f'm > . 1.500 ksi f' c > 2.500 ksi Em. > 1125000 ksi fy, > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi `� , Q ` Lj F's > 16.000 ksi M. > 18.824 n > ­26.667 B > .850 Fb max.. > .250 ksi >. .900 ----------=-------------------Wall data ----- ---------.-----=----------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet). ..Ht.(feet) 1 .000 to. 6.000 2 .000 to .000. 3 .000 to .000 Total wall height > 6.000 .<for wdl determination> Additional dead load > 000 kips/ft ---------=------------------Wall reinforcing---------------------------- Segment 1 - concrete ---------------------------------------------------------- -------- d > .000. inches Overload factor > 1.700 Live loads M > .274 ft-kips Mu > .465 ft-kips l �Mn• > .000. ft -kips --- As reqd. > .000 in'2 Includes 33% increase . Since p actual is less than p min. Actual As > .000 An'2 --- Segment 1 . -----------------------=------------------------------------------------ Nominal.t t wdl 6.000 5.625 .380 Tension reinforcing Size I Spacings d I %Min.' I fm/Fb.'l fs/Fs I Us/Ps Vertical 4 24.000. 2:81.3 2.074 .997 .668 --- Horiz. 4 32.000 1.556 --- --- --- Minimum development length) 14.000 inches Compression reinforcing Size I Spacing] . d' I $Min'. I fm/Fb 1 fs/Fs I f's/F's -----------------I -------- I -------- I ------------:--- 17 ------- -------- Vertical 0 .000 .000 --- --- --- .000 ---------------------------------- Segment2 .Nominal t t wdl ...000 .000 .000 Tension reinforcing Size I Spacings d %Min. fm/Fb fs/Fs f's/F's ----------------------=------------------1---------- ------1------ -= Vertical, 0' .000 .000 .000 .000 ..000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 14.000 inches Compression reinforcing Size 1. Spacing] d' I %Min. I fm/Fb I fs/Fs I f's/F's ----------------------.---=------- I -------- - --=--- -------- -------- Vertical . 0 .000 .000 --- --- --- .000 ----------- ---------------------------------------------------- Segment 3 -------------------------=---------------------------------------------- Nominal t" . t wdl .000 .000 .000 .Tension reinforciAg Size I Spacing] d I %Min: I fm/Fb I fs/Fs I f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 -- --- --- Minimum development length). 14.000 inches Compression reinforcing 1. Size I Spacing) d' I %Min._ I fm/Fb I fs/Fs I f's/F's Vertical . 0 .000 .000 --- --- -- .000 ------------------------------FOOTING DATA ------------------------------ Centered on footing ?' > y Enter alternate toe length) .000 feet Toe length > .000 feet Safety factor > 5..981 Heel length > 1.531 .feet Soil pressure > 1.336 fL�, PPR6+ + I w PO Minimum footing length > --- feet ------------------ Actual footing length (L) > 2.000 feet ------------------------ Reinforcing Footing depth > 12.000 inches feet 1 #4 ----------------------OVERTURNING AND SOIL PRESSURE ------- -----------=-- Consider ftq depth for gross OTM and sliding ? (Y/N) > a Overturning moment (OTM) >. .274 ft -kips. > 8.000 inches W at Arm in. Moment As min. --------------------------------------------- Wdl min. .000 kips .234 feet ------------------------- .000 ft -kips Wtl .000 kips .234 feet .000 ft -kips Segment 1 .380 kips . .234 feet .089* ft -kips Segment 2 . .000 kips. .234 feet .000 ft -kips . Segment 3 .000 kips .234 feet .000. ft -kips Soil .1.011 kips 1.234 .feet at 1.247 ft -kips Footing .300 .kips At face of wall- 1.000 feet .300 ft -kips ------------------------------------------------------------------------ EWdl min> 1.690 kips.. o.c. EMdl min) .1.636 ft -kips EWtl :> 1.690 kips 0 EMtl >, 1.636 ft -kips ZMdl min/OTM > 5.981 > 1.5 <ok> Eccentricity (e) > .194. feet <A/2-(EM-OTM/EW)> Ly6 > .333 feet L'.. > 2.419 feet <3+L/2 -e> Resultant within middle third of footing Maximum soil pressure > 1.336 ksf <EWtl/A + 6+Wdl*e/A'2> Minimum soil pressure > .354 ksf. ----------------------------HEEL/TOE DESIGN-------- ------------------ Heel ----------------------------------- design ------------------------ Reinforcing ---------- Heel length > 1.531 feet 1 #4 at .32 in. o.c. M > .774 ft -kips #5 at 50 in. o.. c. d > 8.000 inches #6 at 72 in. o.c. As min. > 073 in -2 .#7 at 98 in. o.c. -----------=---------------------------- #8 at 128 in..o.c. Toe ---=----------------------- design ------.�-- ----------- ----------- ------------- Reinforcing -------- Toe length > .000 . feet . #4 at . 0 ------------------ in. o.c. Max soil.pressure> 1.336 ksf #5 at 0 in. o.c. At face of wall- > 1.336 ksf #6 at 0 in. o.c. M max. >. .000 ft -kips #7 at 0 in. o:c. d > 8.0.00 inches #8 at. 0 in. o.c.. As min. > .000 in'2 I --------------------LONGITUDINAL FOOTING REINFORCEMENT-=--------=-------- As min. > .576. in -2 3 44 bars 2 #5 bars - 2 #6 bars 1 #7 bars - 1 #8 bars- ----------------------------- LATERAL ars -----------------------------LATERAL SLIDING ---------------------------- Rt >_ .000 kips/ft Rb ___ > .091 kips/ft k1NvQ 14 RO ° �� Lateral sliding resistance > .423 kips/ft Lateral sliding resistance> .000 .000 .kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing only> . Net resistance provided > .498 kips/ft -<Footing only> Concrete slab at base of wall ? > N Thickness. > .000 inches Width of slab > .000 feet 'Resistance provided by slab > .000 kips/ft Total resistance > .498 kips/ft Factor of safety, > 5.456 QD Shear key must provide > -.361 kips.lateral resistance . Equivalent depth of shear key > 7.683 feet . 0aximum 15'> Allowable lateral passive pressure a 1.152 ksf. <At base of key> Allowable lateral passive pressure > 1.152 ksf <At bottom of key> . Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at . 0 in: O.C. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ KIZ Job number >>E96016 4:14 PM 3/25/96 I�]� Structural calculations for. Project » Dahlin residence Plan ))Custom - Name » Bruno and Hawkins Address » Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A. Chico, California 95926 .(916).895-1125 (916) 893-0532 Fax AR v No. 10236 • �� RENA OF CN oo SJMmQVy l0-D 18 [VI S4A Mks f�S 4UD: I'd 2 -g 'ps� L 'Zo, 0 pxr - 4- o Ps f So.o P�sf T� 3S,D s 78 �Q n1 n I Gl�f Q/1 6 �j • Ci �� fo o��f r • r. 13.782 S00 SHEETS. FILLER 5 SOUARE • . 42381 50 SHEETS EYE -EASE' 5 SOURE' SHEETS EYE -EASE' 5 SOUARE NeNanal °82 nd 42-� 20000 SHEETS EYE -EASE'S OU RE 42-392 100RECYCLED WHITE SSOURE ' - 42.399 200RECYCLED WHITE SSOURE R 20 70 coN -r - • _ 13.782 50D SHEETS. FILLER 5 SOU ARE • . 42.381 50 SHEETS EYE -EASE' 5 SQUARE �NaGonal@Brand '42389 - . SHEETSEYE•EASE°SSQU RE 42.392 100 RECYCLED WHITE SSOURE - 42.399 200 RECYCLED WHITE 5 SOURE c CP N N _.. __.._ . N • w • .7 _ - 1Z i wwwwwW «Q��< »»» 0000NN NVI WA.. G�NNNJJ TIT Ix �o@o� m 0 2 4.33 q A vi r Z 4(-a1S�t,D2o wz-= `�-/v(.ogS�t . 6/Z(- e q-r� t ' �� o IS) -�, 02� _ W� - Zf3�2�v4i�+4 (�O4s� Gr_ � P1- z ar- z • ' C' U 13792 5SOO 0 SHEETS EYEELLER 5SQUARE • 42-391 50 SHEETS EYE -EASE' 5 SSHEETS EYE -EASE' 5 QUARE UARE �NationaleBrand a 33ee9 � SHEETS EYE -EASE' 5 SQUARE 42.392 100 RECYCLED WHITE 5 SQUARE 42.399 200 RECYCLED WHITE SSQURE W4onU.5. A. . ' w N o %I �� N %Iit ' N - J C U'1 Gi O 00 - N P J n cJ C' U a- o �c tv co - J C U'1 Gi O 00 - P J n cJ .P N r j W 0+1 hi= 27- rAVYNay, Zo;40'.� S,(2Sx12 ?sff-v¢64- /h c 3 a 7,5 (Z S Vc.G�Js g.46 76% 3.6'1 16 :j. Vn 2:; 7�k/2-- 041�� 5 ,04S F' -030 a� .so�1121 I IR �2 = 9°I "7 h1rnaK= 27,8f� z4p-V4=6- 3B- %.. 2- C - T-/2, 017 t2' ! S- 41'��65, a 0000» _ MESH f - Y oo k. ��sgg� y P = s, s •I a' e a R& -I i6 ;SID rc l2 -2.1 :Izg-Z.i ` 3©"s4 File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description > Dahlin residence ZZ 9:49 AM 2/27/96 Exposure > B Wall corners Importance factor > 1.00 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at • Basic wind speed > 80.00 mph qs > 16.40 psf eaves or.rakes 2.80 ..0285 Roof pitch > 4.00 in 12 A > 18:43 degrees - PRIMARY FRAMES AND SYSTEMS corners 3.00 .0305 - .0354 .0374 .0413. Upward Eaves or rakes without overhangs Direction Bt. <0'-151> <201> <251> <301> <401> Assembly description ridges away from ends of building Ce .62 .67 .72. .76 .84 Upward Cq WALLS Windward -walls . :80 .0081 .0088.. .0094 .0100 .0110 Inward Leeward walls .50 .0051 .0055. .0059 .0062 .0069 Outward Total wall .0132 .0143 .0154 .0162 .0179 ROOF... Wind perpendicular to ridge Leeward or flat roof .70 .0071 .0077 .0083 .0087 .0096 Outward . Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099. .0106 .0112 .0124 Outward or Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 .0037 .0041 Inward Roof total .0102 .0107 .0118 .0125 .0138 Wind parallel.to ridge and flat roofs .70 .0071 .0077 .0083 .0087 :0096 Outward ELEMENTS AND COMPONENTS WALL All structures 1.20 .0122 .0132 .0142 .0150. ..0165 Inward Enclosed structures 1.20 .0122 .0132 .0142 .0150 .0165 Outward Open structures . ISO .0163 .0176 .0189 .0199: .0220 Outward Parapets 1.30 .0132 :0143 .0154 .0162 .0179 Inward/outward ROOF .Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130. .0131 _ .0152 Outward Open structures Slope less than 9:12 1.60 .0163 .0176 .0189 .0199 .. .0220 Outward LOCAL .AREAS 'AT DISCONTINUITIES Wall corners 2.00 .0203 .0220 .0236 .0249 .0276 Outward Canopies or overhangs at eaves or.rakes 2.80 ..0285 .0308 .0331 .0349 .0386 Upward •Roof ridges at ends of buildings or eaves and roof edges at building. corners 3.00 .0305 .0330 .0354 .0374 .0413. Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building .2.00 .0203 .0220 .0236. .0249 .0276 Upward • a n 70000] 00 0000 Q4il�l�il W Nww��w TEEM' ruri TM, gNNNQQ 0 IC dlz�p��0 S2rswt« �.. ectsr/west � . 14n�� • X2,5 . vi .134/' L i C)g-e,JVA Last /we sT di -&P(4 0� / S oui� P� wr 112rO seisrA*rc, QaS��wesT I 9/z�3�-vi,rt 9/a vi�J, k� w3 j�►" 33s ��S�,azi �i3B� - ,34k 3D G�l7ip�►" � ,S`QIJ�rG Vl 0 Y'�'ln, S jjtn-1'� Z Wl wZ 4 �z�,orst 1z�ZC2).o(],t38' v��. [23.S�oZO ► is)+ z(z).o1�. 136 .j-Z� File >SHEARW 9:54 AM 3/12/96 Rev. 7-20=95 Shearwall schedule ------------------------------------------------------------------------ Description >> » Mark Description • 1 3/8" cdx plywood with 8d nails HF .2 6 DF. .264 at 6"-, 12" o.c. 2 - 3/8" cda plywood with 8d nails. .3 5. .384 at 4", 12" o.c. 3 3/8".cda plywood with 8d nails A3 • .492 at 3", 12" o.c. 4- ,i G�x�� 1 h1/ $dZ vial 15 Ug G U N/A I Tn-c 2 P - 1154- Z, (.S -. �-,G- K w -7-33' 4,63 ,.�32��� s� Q o� lmo ('� I,q3.<q,$) + 2,65 waA= C'✓/2-14).ozI IS) 633) Z 63.41 1-e- L 37 COLLCTR2 .10:50 AM 3/12/96 ------------------------------------------------------ ----------------- Rev 2-13-94 Collector design -----------=------------------------------------------------------------ Description >>Line 2 » ---------------------------------SUMMARY-------------------------------- V1 > 2.650 kips • V2 > kips Length subject to, yl > 28.080 feet Diaphragm shear due to V1 > .094'. kips/ft . Length subject to V2 > . feet Diaphragm shear due to V2' > kips/ft - Shear per foot - shearwalls (v) > .362.. kips/ft <Shearwall v> Segment W/O Wall Opng. Vi V2 Force 10.750 o 10.750 y: .000 7.330 w 7:330 y -1:015 = 10.000 o 10.000 y 944 0 a I�-e.✓� x,12 �o �-#" � �.1.�- �_u � e. � -{— � I � � e 2 (n � (d a� � s r rD' = 9 - Sze 11 CONCBOL3 5:00 PM 3/29/96 -------------------------------------------------------- ; 05-09-94 Anchorage to concrete . Description »Anchorage at line 2 holdowns ---------------------------------General-------------------------------- Special inspection ? > N Use multiplier = 2.0 Concrete strength f'c .> 2.500, ksi Lambda > 1.000 Normal weight concrete . Base plate type > 1.000 1 => Plate supported on grout pad 2 => Plate supported on concrete surface 3 => Plate.embedded flush with concrete for bolt shear strength > .450 Is reinforcing provided for shear ? > N for concrete shear strength > .650 Are bolts embedded beyond far face reinforcing ? > N for conciete tension strength ' > . .650 ---------------------- -------- ---Loading-----=---------------=---------- Shear: Tension: V.(WL) > .000 kips T (WL) >' 6.330 kips. V (LL) >. .000 kips T (LL)- > .000 kips V (DL) > .000 kips' T (DL) > .000 kips Load combinations - Shear. ----------------------------------------------------------- (9-1) U = MD + ML > .000 kips (9-2) U = 0.75t(1.4D + 1.7L + 1.7W) > .000 kips (9-3) U = 0.9D-+ MW > ;000 kips Vu Umaa t multiplier > .000 kips Load combinations.- Tension --------------=-----------------------------------=-------- (9-1) U = MD + ML > .000 kips (9-2) U = 0.75*(1.4D + ML + ljW) > 8.071 kips (9-3) U = 0.9D + 1.3W > 8.229 kips Pu Umaa + multiplier > 16.458. kips ---------------------=-------Bolt group data7 --------------------------- Bolt grade - > 1.000 1 => A307 2=> A325 3 => A36 Specified min. tensile strength. > 60.000 ksi. Bolt diameter (d) > .875 inches Bead diameter (dh) > 1.313 inches Bolt area (Ab) > .601 in"2 Bolt spacing > .000 inches Row spacing > .000 inches Number of bolts/row > 1.000 Number of rows > 1.000 Bolt embedment > 12.000 inches Concrete depth :> 24.000 inches ED1 > 2.750. inches (Loaded edge> ED2 > .9.250 inches (Unloaded edge> ED3 > 12.000 inches (Side 1> ED4 > 12.000 inches <Side 2> 37� 2 -------------------------------- Summary ---- -----------------------=----- Shear check For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. The strength of the weakest.stud times the number of studs. 2. The strength of the row of studs nearest the free edge in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the. direction of shear.. Check bolt(s) near free edge OR > 1.544 kips 1.000 Bolts considered . Vs .> 16.235 kips 1.000. Bolts considered Check bolt(s) farthest from free edge OVc > 1.544 kips 1.000 Bolts considered Vs > .16.235 kips 1.000 Bolts considered Case 1 > 1.544 kips Case 2 > 1.544 kips Case 3 > 1.544 kips �Vc > 1.544 kips VC, > 2.376., kips Vs > .16.235 kips Is > 32:470 kips <0.9 Ab f's> AC > 117.921 in"2 <Tensile stress area) OPc > 15.330 kips <0 * 1 * (f'c)'.5 + 4 + Ao> Pc > 23.584 kips, ------------------------------Unity check --------------------------------- 1/�[(Pu/Pc)' + (Vu/Vc)2] > .749 (Pu/Ps)2 + (Vu/.Vs)l > 257 U 37,3 13.782 500 SHE'cTS, FILLER 5 SQUARE • . 42.381 50 SHEETS EYE -EASE 5 SQUARE tl HationaleBrand ;i-389 SHEETS � . 'a2-392 SHEETS EYE-EASE 5 SOUARE 100 RECYCLED .WHITE SSOUARE 42-399 200 RECYCLED WHITE 5 SOUARE COLLCTR2 10:58 AM 3/12/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design Description >>Line 3 ---------------------------------SUMMARY-------------------------------- V1 > 1.640 kips V2> kips Length subject to V1 > 20.330 feet Diaphragm shear due to Vl . > .081:• kips/ft _ Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft - Shear per foot.- shearwalls_(v) > `.312 kips/ft xShearwall v> Segment W/O Wall Opng. V1 V2 Force 7.750 0 7.750. y .000 5.250 w 5.250 y -.625 7.330 o 7.330 y .591 13-782 500 SHEETS, FILLER 5 SOUARE • 42-381 50 SHEETS EYE•EASE' S SOUAR' I� �Neflonal @Brand a2 3gg 2DO SHEETS EYE 00 SHEETS •EASE' S SQUARE •�• ., .42.392 100 RECYCLED WHITE SSOUARE 42-399 200 RECYCLED WHITE 5 SQUARE - •- W.,n U. S.A - (6 NUN nk a\. • • VB Iih� S,I P= 1,51+ z.SZk = 4.3°��` Vial Ito y . Aixck re - bo (fs .9Z�,S?Z-.1,4�, 7�3S :C-, t p (cue 4Z COLLCTR2 .11:10 AM 3/12/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design -----------------------------------------------------=------------------ Description »6ine'5.1 --------------------------------- SUMMARY -------------------------- -=---- V1 > 2.820 kips V2 > kips Length subject to V1 . > 35.170 feet Diaphragm shear due to V1 > 080" kips/ft _ Length subject to V2 > feet Diaphragm shear due to V2 > ..kips/ft. - Shear'per foot - shearwajls (v) > .368 kips/ft <Shearwall v> Segment W/0 wall Opng. V1 V2 Force 27.500 o 27.500 y .000. 1� 7.670 w 7.670 y -2.205 13.782 500 SHEETS. FILLER 5 SOUARE • 42.381 50 SHEETS EYE -EASE' S SQUARE EB7and SHEETS 233889 2DDOO SHEETS EYE EASE' 5 SOUARE EYE EASE' S SQUARE 'loom 42.392 100 RECYCLED WHITE 5S ARE 42.399 200 RECYCLED WHITE 5SOUARE , i�u. S. a. 10 71 00 nci I 1 COLLCTR2 11:37 AM 3/12/96 ------------------------------------------------------------------------ Rev 2-1.3-94 Collector design ------------------------------------------------------------------------ Description >>Line 6 ---------------------------------SUMMARY-----------------------= V1 > 1.690 kips V2 > kips Length subject to V1 > 31.500 feet Diaphragm shear due to V1 .> .054- kips/ft - Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .211 .kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 9.000 .0 9.000 y .000 3.500 0 3.500 y -.483- 11.000 o 11.000 y -.671 O �� 8.000 w 8.000 y -1.261 9 • 13-782 5DO SHEETS. FILLER 5 SQUARE • ' 42.381 S SOUARE 5D SHEETS EYE-EASE'2-382 corm nal �8rand a2-389 100 SHEETS EYE.EASE' . 42.392 200 SHEETS EYE -EASE 5 QUARE 100 RECYCLED WHITE 5SOUARE 42.399 20D RECYCLED WHITE S QUARE S.. 7` S N o 7T �-� UVA;. o� N Y' C-1 t l0 1\ \5 COLLCTR2 1:56 PM 3/12/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design Description >>Line 7 ---------------------------------SUMMARY-------------------------------- V1 > .990 kips . . • V2 > kips Length subject to V1 > 20.000 feet Diaphragm shear due to V1 > .050` kips/ft _ Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft - Shear per.foot - shearwalls (v) > .128 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 12.250 o 12.250 y .000 7..750 w 7.750 y -.606 0 COLLCTR2 2:06 PM 3/12/9.6 Rev 2-13-94 Collector design ------------------------------------------------------------------------- Description >>Line 8 ---------------------------------SUMMARY--------------------------------- V1 > 1.410 kips • V2 > kips , Length subject to V1 > 13.250 feet Diaphragm shear due to V1 > .106' kips/ft _ Length subject to V2 > feet Diaphragm shear due.to V2 > kips/ft - Shear per foot - shearwalls (v) > .353 kips/ft <Shearwall v> _ (� Segment W/0 Wall Opag. V1 V2 Force . 4.000. w 4.000: y .000 9.250 0 9.250 y .984 6 r� L 10 f 2, r'] SLAJ sill ArA; (,� y rylz _ 1-7 COLLCTR2 1:36 PM 3/13/96 Rev 2-13-94 Collector design ----------------------------------------------------------=------------- Description »Line 10 +.10.1 ---------------------------------SUMMARY-------------------------------- V1 > .1.860 kips V2 > 2.170 kips Length subject to V1 > 30.340 feet Diaphragm shear due to V1 > .061' kips/ft _ Length subject to V2 > 32.000 feet _ Diaphragm shear due to V2 > .068 kips/ft Shear per foot - shearwalls (v) > .417 kips/ft <Shearwall v> Segment W/O Wall Opng. Vi V2 Force 9.670 w 9.670 y .000 ,4.670 0 4.670 y ..3.437 _ 16.000 .o 16.000. y 3.151 6.000 0 6.000 y 2.11 2) CSII. 6.000 o 6.000 y 1.763 20.000 o 20.000 y 1.356 0000» NNQNVNQOiNNN WWW&FFF zwz Z1 3uu3 WwNNJJ �U6 yw�wUU �yyyww e C m C O i V C.. OT Vim. V j. r'fS,pe-vf"tv,,. q. .i q SZ 0 s� COLLCTR2 10:42 AM. 3/14/96 Rev 2-13-94 Collector design ------ ------------------- >>Line C ---------------------------------SUMMARY--------------------------=----- V1 > 1.440 kips V2 > kips • Length subject to V1 > .34.500 feet Diaphragm shear due. to V1 > .042'. kips/ft _ Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft - Shear per foot - shearwalls (v) > .169 kips/ft <Shearwall v> Segment W/0 Wall Opng. V1 V2 Force 8.500 w 8.500 y .000 26.000. o 26:000 Y. 1.085 _ / 9 (Z.S t17A LAA . ho Ifs 3S tet- s,ll Cf -- /Z - z s S --6 2q- ( 7-lJ o , COLLCTR2 10:55 AM 3/14/96, ----------------------------- ------------------------------------------ Rev 2-13-94 Collector design ---------------------------------------- 7 ------------------------------- Description >>Line E --------------------------------- SUMMARY-=---- ---------------------- -: -- V1 > 4.260 kips V2 >kips Length subject to V1 > 28.250 feet Diaphragm shear due to VI > .151--.kips/ft _ Length subject -to V2 > feet Diaphragm shear due to V2. > kips/ft - Shear per foot : shearwalls (v) '> .341 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2, Force 4.000. o. 4.000 y .000 12.500 w 12.500 y -.603 11.750 o 11.750 y 1.772 U%%55 2kH 7k /uffi 2 ¥a2¥ �2\\ 0 • - 13-782 500 SHEETS. 5 SQUARE 42-3 :381 50 SHEETS EYE-EASE-E&SE ^ 5 SQUARE ®VNational Vrend42-338829 20000 SHEETS EYE-EASL' 5 SQUARE SHEETS EYE -EASE' 5 SQUARE 42.392 100 RECYCLED WHITE 5 SQUARE ' ' 42.399 200 RECYCLED WHITE 5 SQUARE Mem in u.s.A _S` \cz.. v % ' c' N - 41- t 1 A O S9 COLLCTR2 11:23 AM 3/14/96. --------------------------------------=------------------=-------------- Rev 2-13-94 Collector design Description >>Line R ----------------------------------SUMMARY-=-----------------=--=--------- V1 > 1.540 kips V2 > kips • Length subject to V1 > '23.500 feet , Diaphragm shear due to V1 > .066' kips/ft Length subject to V2 .> feet Diaphragm shear due to V2 > kips/ft Shear per foot.- shearwalls (v) > .220 kips/ft <Shearwall v> Segment W/O Wall Opng. Vi V2 ..Force 10.500 o 10.500 y .00.0 3.500 w .3.500 y -.688 6.000 0 6.000 y -.141 3.500 w 3.500 y -.541 • 13-782 500 SHEETS. FILLER 5 SOUARE • 42.381 50 SHEETS EYE-EASE^ 5 SOUARE ®�NeGcna!@'Brand ARE az-3389 2W SHEETS EYE EASE' 5 SOHEETS EYE EASE' 5 UARE 42-392 100 RECYCLED WHITE SSOUARE 42-399. 200 RECYCLED WHITE 5 SOUARE 4 - • 73-782 500 SHEETS. FILLER 5 SOUARE 42-381 50 SIoOSHEETS EYE -EASE' 5 SOUARE m�National aBrend Q-33 2 SHEETS EYE EETS -EASE' 5 SOUARE 42.392 100 RECYCLED WHITE 5SOUARE 42-399 200 RECYCLED WHITE 5 SOUARE R' CA e x J:r\ "Is v Ell _ N d In vall O J G ~ ( a20 100 I JIN� 's �` •t,TT3 0 AGROUP> TITLE LINE 2 LINE FOOTING AGROUP> ENGINEER NAME FRANK GLAZEWSKI AGROUP> PROJECT NUMBER DAHLIN AGROLIP> UNITS FEET KIPS DEGREES AGROUP> MATERIAL CONCRETE FC 360.000000 AGROUP> BOEF BOEF ANAL> NUMBER OF SPANS1 BOEF ANAL> NUMBER OF SECTIONS-20- BOEF ECTIONS20BOEF ANAL> SPAN LENGTH 1 28.500000 OEF ANAL> INERTIA.1 2.250000 OEF-ANAL> SOIL STIFFNESS 1 345.600000 BOEF ANAL> LOADING1 TOTAL LOAD BOEF. LOAD 1>.l P. -r6.33 L 10-.75 BOEF LOAD 1> 1 P 6.33 L 18.08 BOEF LOAD 1> 1.WA -0.4 WB -0.4 LA 0 LB 28.5' BOEF LOAD 1> BOEF ANAL>.PRINT • ........ AnalysisGroup(TM) . ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Mar 25.11:49:41 1996 PROJECT TITLE.: LINE 2 LINE FOOTING. ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS :.FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS E = 4.103987e+05 NU = 0.17 .......... BEAM GEOMETRY INFORMATION ... .... SPAN SPAN MOMENT SOIL _ NUMBER LENGTH OF SUBGRADE INERTIA MODULUS - 1 28.000 2.2500 345.600 ...... BEAM LOADING INFORMATION ............. .LOAD NO 1 TOTAL LOAD SPAN - WA WB LA LB P M L 1 0.0000 0.0000 0.000 28.500 -6.330 0.000 .10.750 . 1. 0.0000 0.0000 0.000 28.500 6.330 0:000 , 18.080- 8.0801 1, .-0.4000 -0.4000 0.000 28:500 0.000 0.000 .14:250 BOEF ANAL> LIST 1 BOEF LIST> 1 MOMENTS ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION 6% TODAY'S TIME AND DATE: Mon Mar 25 11:.49:41 1996 PROJECT TITLE LINE 2 LINE FOOTING ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS : FEET. KIPS DEGREES FAHRENHEIT. MATERIAL CONSTANTS E = 4.103987e+05 NU— 0.17 .......... BEAM GEOMETRY INFORMATION .......... SPAN SPAN MOMENT SOIL NUMBER LENGTH OF SUBGRADE INERTIA MODULUS - 1 28.000 2.2500 345.600 ........... BEAM LOADING INFORMATION .. .... LOAD NO 1 TOTAL LOAD SPAN WA WB LA. LB P M L 1 0.0000 0.00.00 0.000 28.500 -6.330 .0.000 10.750 1 0.0000 0.0000.. 0.000 28.500. 6.330 0.000 18.080 1 -0.4000 -0.4000. 0.000 .28.500 0.000 0.000 14.250 • ....... AnalysisGroup(TM) . •• ...... INPUT .DATA LISTING FOR :BEAM ON ELASTIC.FOUNDATION b� TODAY'S TIME AND DATE: Mon Mar 25 11:49:41 1996 PROJECT TITLE LINE 2 LINE. FOOTING ENGINEER:'FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS : FEET: KIPS DEGREES FAHRENHEIT. MATERIAL CONSTANTS E 4..103987e+05 NU 0.17 RESULTS FOR LOADING NUMBER 1 ........... �......... TOTAL LOAD .......... BENDING MOMENTS ...... SPAN NO. 1 DISTANCE MOMENT FROM LEFT END 0:000 0.000 1.425 0.292 2.850 1.122 4.275 2.465 5.700 4:291 7..125 6.569 8.550 9.260 9,975 12.321 11.400 11.579 12.825 6.148 14.250 0.833 15.675 -4.472 17.100' -9.878. 18.525 -12.669 19:950 -9.542 21.375 -6.775 22.800- -4.425 24.225 -2.536 25.650 -1.147 27.0.75 -0.291 28.500 0.0.00 BOEF LIST> 1 BEARINGS. r .... AnalysisGroup(TM) . 6q ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Mar 25 11:49:41 1996 PROJECT TITLE LINE 2 LINE FOOTING ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS : E = 4.103987e+05 NU = 0.17 .......... RESULTS FOR LOADING NUMBER 1 ......... TOTAL LOAD BEARING REACTIONS ......... SPAN NO. .1 DISTANCE. BEARING FROM LEFT'FORCE END 0.000 0.680 1.425 0.667 2..850 0.654 4.275 .0.640 5.700. 0.624 7.125 0.605 8.550 0.581 9.975 0.549 11.400 0.509 12.825 .0.460 14.250 0.406 15.675 .0.351 17.100 0.300 18.525 0..256 19.950 0.222 21:375 0.195 22.800 0.173 24.225 0.154 25.650 0.138 .27.075 0.122 28.500 0.107 BOEF LIST> FINISH AnalysisGroup TERMINATION..... 0 AGAOUP>.TITLE LINE 2 LINE.FOOTING AGROUP> ENGINEER-NAME.FRANK GLAZEWSKI AGROU.P>.PROJECT NUMBER DAHLIN AGROUP> UNITS FEET KIPS DEGREES AGROUP> MATERIAL CONCRETE FC 360.000000 AGROUP> BOEF BOEF ANAL> NUMBER OF SPANS.1 BOEF ANAL> NUMBER OF SECTIONS 20 BOEF-ANAL> SPAN LENGTH -1 2.8.500000 BOEF ANAL> INERTIA 1 2.250000 WOEF ANAL> SOIL STIFFNESS 1 345.600000 BOEF ANAL> LOADING 1 TOTAL LOAD. - BOEF-LOAD 1> 1 P-6.33 L 10.75 BOEF LOAD 1> 1 P -6.33 L 18.08 BOEF LOAD 1> 1 W -0.4 BOEF LOAD 1> BOEF ANAL> PRINT • 70 ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Mar 25 11:48:58 1996 .PROJECT TITLE LINE 2 LINE FOOTING ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE ,UNITS : FEET KIPS DEGREES FAHRENHEIT MATERIAL.CONSTANTS : E = 4.103987e+05 NU = 0.17 ....j..... .BEAM GEOMETRY INFORMATION-..... •SPAN SPAN MOMENT SOIL -. NUMBER. LENGTH OF SUBGRADE INERTIA MODULUS 1 28.000 2.2500. 345.600 .. ... . BEAM LOADING INFORMATION .......... LOAD NO 1 TOTAL. LOAD . SPAN WA WB LA LB. P M L 1. .0.0000. 040.00 0.000 28.500 6.330 0.000. 10.750 1 0.0000 0.0000 0.000 28.500 -6.330 0.000 18.086- 8.0801 1=0.4000 -0.4000 0.000 28.500 0.000 0.000 14.250. BOEF ANAL> LIST 1 BOEF LIST> 1.MOMENTS 0 ....... AnalysisGroup(TM) ....... ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION 7Z� TODAY'S TIME AND DATE: Mon Mar 25 11:48:58 1996 PROJECT TITLE LINE 2 LINE FOOTING ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS : FEET _KIPS DEGREES FAHRENHEIT MATERIAL CONSTANTS E = 4..103987e+05 NU = 0.17 ....... BEAM GEOMETRY INFORMATION ......... SPAN SPAN MOMENT' SOIL.. - NUMBER LENGTH OF SUBGRADE INERTIA MODULUS 1 28.000 2:2500 345.600 .......... BEAM LOADING'INFORMATION ........... .LOAD NO 1 TOTAL LOAD SPAN WA WB LA LB P M L 1 0.0000 0.0000 .0.000 28.500 6.330 0.000 10.750' 1 0.0000 0.0000 0.000 28.500 -6.330 0.000 .18.080 1 -0.4000 -0.4000 0.000 28.500 0.000 0.000 14.250 .• ....... AnalysisGroiup (TM) �3 ...... INPUT DATA LISTING FOR : BEAM.ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Mar 25 11:48:58 1996 PROJECT TITLE LINE 2 LINE FOOTING ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS : FEET KIPS DEGREES FAHRENHEIT .MATERIAL CONSTANTS E = 4.103987e+05 NU = 0.17 .. RESULTS FOR LOADING NUMBER 1 •.......... TOTAL LOAD ...........BENDING MOMENTS ......... SPAN NO. 1 DISTANCE. MOMENT FROM LEFT END 0.000 0.000. 1.425 -0.279 2.850 1.102 4.275 -2.442 5.700 -.4.270- 7 '.125 .4.2707.125 -6.555 8.550. -9.256 9.975 -12.322 11.400 11.570 12.825 =6.132 14.250 -0.815 15.675 4.488 . 17.100. 9.888 18.525 12. 668 19.950 9:546 21.375 :6.790 22.800 4.446 24-.225 2.559 25.650 1.167 27.075 0.304 28..500 0.000 BOEF LIST> 1 BEARINGS ....... AnalysisGroup(TM) ........ ...... INPUT DATA LISTING FOR : BEAM ON ELASTIC FOUNDATION TODAY'S TIME AND DATE: Mon Mar 25 11:48:58 1996 PROJECT TITLE : LINE 2.LINE FOOTING .ENGINEER: FRANK GLAZEWSKI PROJECT NUMBER: DAHLIN ACTIVE UNITS FEET KIPS .DEGREES FAHRENHEIT MATERIAL CONSTANTS E- 4.103987e+05 NU =-0.17 RESULTS FOR LOADING NUMBER 1 ......... TOTAL LOAD BEARING:REACTIONS SPAN NO. 1 DISTANCE BEARING FROM LEFT FORCE END 0.000 0.119 1.425 0.132 2.850 0.146 4.275 .0.160 5.700 0.176 7.125 0.195 8:550 0.219 9.975 0.251 11.400 0.291 .12.825 0.341 14.250 0.394 15.675 0.449 17.100 0.500 18.525 0.544 19.950 0.578 2.1:375 0.605 22.800 0.627 24.225 0.646 25.650 0.662 21.075 0.678 28.500 0.693 BOEF LIST> FINISH ArialysisGroup.-TERMINATION... . 0 Y � M CAP -----------------------=-------------------------------------=---------- 11:54 AM 3/25/96 Rev 2-17-95 Concrete section moment capacity . -----------------------------------------------------------_------------- Description >>Line 2 line footing ------------Section data ----------- ---------Material constants --------- b > 12.000 inches f'c > 2.500 ksi . • d > 20.000 inches fy > B > 40.000 ksi .850 $ > .900 ---------------------=----------Load data ------------------------------- '� Factor Mu M dl . > .000 ft -kips 1.400 .000 M 11 > .000 ft -kips 1.700 .000 M wind > .000 ft -kips 1.700 .000 M eq > 12.670 ft -kips 1.870 23.693 Modifier > 1.000 Mu > 23.693 ft -kips As reqd.. > .534 in -2 Includes 33$ increase since p actual is less than p min. -------------------------------=-Summar ---------------- Actual As > .620 in -2 <ok> p min. > .005 <200/Fy> p actual > .0026 <p=As/b*d> T > 24.800 kips. <T=As*Fy> a > .973. inches <a:T/(B+F'c*b)> �Mn ---------------------------------=-------------------------------------- > 36.296 ft -kips > Mu - <ok> RE, ENTIAL 011-680-009 PERMIT#96-1057 DAHLIN, Walter , 36 Red Hawk, Chico , !Cont: Glenn Bruno New Single Family G / Ls OFFICE COPY d, Address GAS j MeterBy '_ Date � e, z, ELECTRIC Meter By ;3 Date � COA 2 Wk.: 0 (jr- OFFICE COPY Address GAS Meter By ELECTRIC Date- I Meter By Date JOB FINALED (Date) Signature (// _ 2- V=OK O =Not OK Not '=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch . 2. Footings; SoilsSize-Depth-Spacing-ConnectorsSteel 3. Sewer; Location -Test Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails k ' 1 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors t Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ / L"ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand Valve -Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements .5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance -GR 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval Date Card B-1 Date r Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth-Spacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails k ' 1 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors t Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing _ 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except LPs f /i_fs-f C Grnd Grnd.-/ /" Ftg. Depth 4. Ftq�.,Koi lhes & Decks; Soils -Steel-/ /Ftq. iin; Steel -Bloc kouts-Wrapped 6, Wem , Garage; Steel-Blockout - pped old Downs and Special ors 7. Slab; Steel -Wrapped 8. Piers- eplace Ftg.-Steel -7W V.; Fall -Fitting -Test- ay C/O -Sewer Test 10. OF Z.2 ze-An c hors - yard gas piping: size -test 1 Water P' Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL GING (Permit) O except a's 6. Water Htr.: Ve-A ss -Combustion Air -Baffle -------------------- ------------------------------------------ Water Pipe: T & A or -Nail Protection 1 W.V.: Te -Fi gs & Anchor -Nail Protection ----------------------- we -------- we Pa a first Access Floor -Tub ess +�--------------Tub cc - ......................... -------- -- Test Tub & Shower. Second- Floor -Tub Access ------------------------------------------------------------------------ 21. ----- - ---- -- - - - - - - - - 21. Gas Pipe: Size & Anchors ------------------ rd- _13- - -- -------------------------------- Date �� "�� Card B_1 Date Card B_1 Date Card B-1 Date Card B-1 Date ELEC CAL (Permit) OK except k's - - - - 2 -. F' re & Transformer Clearance -Ins. Protection -- - - 2 Ele Receptacles Spacing -Lights & Switches at Doors -- ----------------- ize Boxes & No. of Conductors -Stapled -------------- --- ------ 25. R x Installed Close to Edge of Studs & C.J. __ /---y-�-- 2ii ip. Ground made up wrMech. Fastners-Bond Gas & Water 2 Appliance C----- in Kitchen &Conductor Size -GF- - 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At 21 ange Circ. r OAISVCu or AI -Oven Circ. ga. Cu or Al. Mated Neut ❑ Yes 0 No 30. rvice-Riser Conductors & Ground -Main Disconnect -- ---- ---- � -C - - ------ . -----......_............ ....... .. 3,In. C earances Panels-Motors-Mech. Equip. -------- - - - 3es Closet Light -Shower Light -Spa Light ---------- - ---- -- 3 moke Detector ---- -- --- ...................... .. .Date- p 3 Card B- Date Card B-1 - --- tP ... .. - ... .. . Date Card B-1 Date Card B-1 Date MEC ICAL.(Permit) OK except R's 3 A. . Ducts Insulation & Support -- ............. . - 3 Ve Fan: Exhaust above insulation .. ... ... .. --------------367 densate Drain & Overflow. Sze & Grade 37FHance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 38 Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B -t Date Card B-1 Date Card B-1 Date FRAM G (Plans) OK except h's 3 s. Proper Material & Anchors 40. alls Studs -Nailing. Spacing & Bracing -Plates -Sound 1. ean...ng ...Wa.11s ._over_Girders & Floor Nailing .................... ... .. 42. aft Stop in Walls (rat proof) ....._ - / _........._._... .......... ''' .._ 43. Fi Stops: Furred Ceil ngs-Stags-Chases-Tub Headers & Beam -Size & Bearing Date FRAMING (Continued) 4,5!H rs-Pt Caps-Akhors-Connectors _ ------ 4CI g..Joist-Rftr. ties- Purlin-r f Brac-Tr s-Shthng.-Ring. Fiyepl'ace Ties or Type rue -Fireplace Th clearance ------ - - 48!Atti _ccess; Size & Roniex Protection -Draft Stop -Ins. Baffles - - - - 4 . drm Windows or Exiting s -Sill Hgt. & Dimensions yy 5 ar e -Fire Protection Framing V� 5 r laiy Line Firewall & Openings 5 x dors On! 3 -Check Garage -3rd Story, 2 Exits al_0--------- - - �{5 tains Sidth-Head room -Rise -Run -Landing -Fire Protection 54!plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Sidiha.Nailinq Veneer -5 cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazin Area -Glass Protection-Skylights-Pla LJ ear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings -------------------------- - 60. Infiltration -Walls -Windows ---------------------------------------- Date Card B-1 Date Card B-1 - - ------------------------------------- Date Card B-1 Date Card B-1 Date FIN ans) OK except n's 1. Ext. -Door & Sidelight Protection -Landings - - 62 --moke De ----------- - 63.mace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection -------- - -------------- 64. room Exiting --------------- 6j,6-F_ Bath Fixtures & Tub A a -- -- ...-- - -- - -- -- -------------- Elec. Trim & Subpanel: Brea zes & Lalaels---� - -------------- 6;-;� �Iawrs &.RMM ...... .....--- --------------------------- 6 replace or8t•Gua: Clearances -H nth .......---------- ----- 61�. Outlets at Wood anel. Int. & Ext. ------------ 7 . Ki t & Appliance Grnd.-Air Gap -C ing learance -'----------------- - -- --------- Ele/c.tlets & Receptac s Kit. C unter -- _ .._..,.72. Gam ra e-----oor Swi -Lang_ _9e ---- ---- 7 C. Duct in Garage -Damper .. ..-------------- ----- ---- 7 tr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In e: Above Floor -Meth. Proteecctiio-n- ..... _. .. 75fpFb- & Mech Equip. Listed fo Local tion -- 76 Elec. Receptacles in Garage. (G -Romex Protection ...... . _... -- - . - - -------- ------------------------------ 7; nsulation-Foam-Looked in Attic 3- ees-- - 78 rd Rails & Deck Construction- ost aps -- 7 . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Flog Yes 80. Follow ng instl Drive Yes 0 No: Walks � No: Planters Yes e� leo ---- ... d1. _... -Finish ----- Q s d2...A-CrHrTi Disconnect. Electrical. Plumbing - - - --------------------------- ----- d3. nts Above Roof: Plbg. Appliance -Fireplace. -Clearance to Openings 84ater Well; Disconnect. Electrical. Plumbing -- - - - a er Elec. Trim: G F.1 Receptacle -Underground - ---- -------- -------- -- -- ---- -- a Ve lion Throughout House �... ... ...........- ---------------'------ - -------- 81 Gla rotection Cor ons `rom Previous Inspect S - - as Test -Meters Tagged: ectric -.. .--- --- -- - ------ 90. wa Sewer Connected -C/O to Grade -HD Approval --- .------ ------------------------------------ Energy Compl ante Certificate -Other Certificates - --------------------------------- Date Card B-1 Date Card B-1 .. .. .. . , . . ... ... . ........ . ...... - ----- - -- - ------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments: at Final V COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 96-/ D�'� ASSESSOR PARCEL NUMBER 011-680-009 ZONING R-1 BUILDING PERMIT OWNER WALTER DAHLIN TELEPHONE SO. FT. OCC. BUILDING VALUATION 2760 R-1 14 040.00 OWNERS MAILING ADDRESS 2 TERRACE LANE CHICO 31 M1 14 58.00 CONTRACTOR'S NAME GLENN BRUNO TEIfiP�l¢flE 1125 �j�j� 7 CONTRACTOR'S MAILING ADDRESS 20 CONSTITUTION DR Fireplace A 1,500.00 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is 172.189.75 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 895..00 ARCHITECT OR ENGINEER BRUNO & HAWKINS LICENSE NO. C-10236 Plan Checking Fee $ 581.75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAID DR MNSTITUTION DR Penalty $ BUILDINGADDRESS 36 RED HAWK PERMITFEE $ 1519.75 PLUMBING PERMIT Filing Fee 20.00 Each Trap 191 7.00 LAT NO.SU 9 WWBD O M FLUFFS PARCEL MAP 011-680-009 Solar Or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New CI Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM SINGLE FAMILY — Mobile Home S G W @20.00 PERMITFEE S 164-00 Contractor ELECTRICAL PERMIT Filing Fee 20.'00 Main Service e00v OR LESS ( 200A OR LESS ) 23.00 911-00 Main Service ( 200A TO IooIA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, ffect. and my license is in full force and e:2-4003 2-4 00 3 License Class a Lic. No. 9. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ( 8 ACC. BLOB. ) SO. 3.5Q CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 0 ! 8 POWER APPARATUS ) 1 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 ® I oo BAL 30 FIXED APPLNS. OR Ex. Occup. ( OUTLETS PRESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 114.68 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' ompensation provisions of section 3700 of the Labor Code, I shall forth complyw those provisions. Date 5—/y_^ 91& Sre of Applicant - ❑ Owner �Zi Contractor ❑ Agent X?OSHApermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 occ CONST. TYPE TOTAL FEE:!005.43 HA D. FOS I IMP FLOOD I CDF PARC I PD HD ISS E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have --� BY PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. D to Date) Receipt No. 0 � a,� S WHITE-D.D.S.-B. D. CANA Y -ASSESSOR PINK-ItffPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF PEVELOPMENT SERVICES -BUILDING DIVISION /05 k- t ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754, / ^��0. APPLICATION AND PERMIT j(C' f— ASSESSORPARCEL NUMSEA c�`1- �f o -00? .. �_ BUILDING PERMIT OWNER I'V4 Z,rle�4 P)i9H1 �N TELEPHONE SO. FT. OCC. BUILDING VALUATION 2 U OWNERS LMAILINGADDRESS Clot. // Q 0 3 1 -�l I — • 0 0 YGnr/N'O��G �.�2 U /✓O CONI 4e TELEPHONE 8'�l�//� ra /. CO�rRAeT OR9 M11UN0 AODRE98 l� Cp/�/fT/7U 714 Al 0/2- Fireplace 50 CL 00 CONSTRUCTION LENDER UNKNOWN Total Valuatlon b 11Z ($ Filing Fee $ 20.00 LENOFA'9 MAILING ADDRESS � Permit Fee SCIS. DO $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 1. 75 $ Energy Plan Checking Fee $ 3 - 00 ARCNrrEcr OR ENGINEER'S MAILING ADDRESS :0 4=1 GOIVV7i?�/%/d/V OR . Penalty b S BUILDINGADORESS -36, X-1 �� �� PERMITFEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 b 0 LOT NO. 9 ONSION'S NAME PARCEL MAP G G/rC y ,6 uF.�S' OY/-1x130 -oc� Solar or heat pump water heater 23.00 Water piping 15.00 � s USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other +` SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets I 15.00 '. O Building sewer 15.00 TYPE OF WORKMobile New Addition13 Remodel 13 Utilities 13 Installation ❑ Other ❑ C� t - Describe Work: c� C'— Home S G W @20.00 PERMITFEE $ , C)O Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 20000AA OR LESS OR LESS ) 2 l 23.00 3 -oO Main Service ( 200A TO IOOOA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that'd 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code. I shall forthwith comply with those provisions. X __ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and emolition or construction of structures over 3 stories in height. NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. ) S0. 3.5¢ FT. TLE T NEW CONST. MULTI.OUTIE NON•RFSIO. ( CIRCUITS ) @7.50 OWER EWER APPARATUS UTLECI (a SINGLE ounEr CIA. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 ' ' �` EX. Occup. ( FIXED APPLNs. OR ) OUTLETS (RESIO.) EA 5.00 Temporary Service ( 23.00 '13 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3 DO PERMITFEE S 'L Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating 6.06 1 S. 00 Cooling O 15.00 Hood 6.50 D Ventilation I Ll .5"D 14560 PERMITFEE $ Q Contractor Mobile Home Installation Fee $ Energy Inspection Fee 1$1 14 L,,00 C)O Occ iTYPE _3 TOT L FEE . HAZ. D. FE MP FLOOD CD P C I NO e55 This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applic-315le provisions Resolutions to do work been paid. Date (Dara) ReceiptNo. , 0 WHITE-O.O.S.-B.O. CANA Y•ASSE SOR NK•INSP CTOR GOLDENROD• APPLICANT It iI 0 Y J I r,OUNT YQF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 01"9yG //11/ A. P. No. // ' �D - DO j9 Proposed Building Use �p Building Inspector (/. Date 5�49 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. t 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... g. Mobilehome data and manufacturer's installation instructi nZJI_��j 2 sets. ........... e4A912. Fees of $Z S % . .......... 1. Impact fees as shown on attached//�edule. ............ . California Department of Forestry,,pja aPProva f d ...................... . 13. Flood elevation letter (100 year flood by.Califor gineer. ................. . Sanitation and plot plan approval Health Department. ............ � _/2- 14. i rLa 15. City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B)Drainage...; 19. Driveway permit (construction approval required prior to occupancy). .. P..Inspection request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner _):::::::... . 4. Recorded copy of Agricultural Acknowledgement Statement. .................. S _ 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... - 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. -x 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: -owner. Mail to contractor. Telephone 8'9S'//2y and hold for picku at G/�iG o office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date j Copy of Haz-Mat form sent Health Dept. Fire De Air Pollution Date Copy of plans sent Health Dept. Fire Dept. ther Date By The following data must be submitted prior ermit iss 1. Index permit for above items No. 2. Additional items required: le neyy item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter'by _ Date Contractor, designer owner was advised of above required data by _ phone _ mail un�e by _ Date Plans checked by ��� Date IZ9- Plans approved by Date 'a Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit A& Ae 4e4" ' has been issued for the above property. J Leo si ature date PF i SB ONLY �- Plot Plm Amcbed B.H Plow Pim AMwW • Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location APAP Plan Approved 'for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom vfisbile home. Other Hold final for: Final clearance O.K. for: NOTE: O O -2--! 60 L C:�: En onmental Health Specialist Date Q/07 September 24, 1996 David Wasney, Jr. Butte.County Building Department 411 W. Main Street Chico, CA 95926 RE: DAHLIN RESIDENCE 36 RED HAWK LANE CHICO, CA .95928 PERMIT NO. 96-1057 tt As requested per our telephone conversation on September 24, 1996, I am addressing the roof truss corrections from -framing inspection dated September 18, 1996. ITEM # TRUSS # COMMENT 10 T-10 Added lateral 2x4 brace purlins at 24' o/c to top cord 13 T-14 Added 1x4 continuous lateral bracing per design specs by truss engineer 14 T-30 See attached submittal for revised truss engineering 15 T -27A Added additional 1x4 continuous lateral brace per design spec by truss engineer 17 T-44. Added 1x4 continuous lateral brace at each end per truss engineering '18 T -43A Added 1x4 continuous -lateral brace at each end per truss engineering 19 T-43 Added 1x4 continuous lateral brace at each end .per truss engineering The items listed above were installed per my direction and inspected by me prior to'the beginning of ceiling insulation. Respec fully ubmitted, ZGlenn Bruno rchitect 20 Constitution Drive GB: bf Suite A Chico, CA 95926 916/895-1125 d - CD Ci: c:) �y 0 M m co co w m J 3 CD J J w w z 0 J Job- mA-LIN--8A18�oCf WtM DARLIVO / T30 STUB GIRO ,t N TOP CHORD 2x6 FL #2 SOT CHHORD 2x8 FL 01 : 92 2x8 FL SS: WEBS 2x4 FL Standard -� :Lt Slider 2x4 FL #I: BLOCK LENGTH - 1.500' OL CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NOS -91. TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.0 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 U a: U) 0 Z z a. ¢_ s EL Ln 'm THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CANCF111RATE0 OAD(S) wwm S}iC1WN. ` (C) CONCENTRATED LOAD CREATED BY DRAWING996196501. RECO ENDED CONNECTION FOR REACTION OF 1235$: SV4PSON-HUS28. SEE CATALOG C -951j-1 FOR NAILING SPECIFICATIONS. RECaNENDED CONNECTION FOR 75# CONCENTRATED LOAD - SIf•1Psm-LU24. CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. 3XIA THIS DWS. PREPARED FROM COMPUTER INPUT O.AADS S BY 1RUSS WR., A a CONNECTOR PLATES WAIST BE INSTALLED IN ACCORDANCE WITH THE U) REGUIREMENTS.OF 1. C. B. 0. RESEARCH REPORT 42949. a (U) 10 PSF 8C LL CHECKED PER UBC CRITERIA. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS. c AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. to to IN LIEU OF RIGID SHEATHING: vl TOP CHORD .TD BE BRACED BY PROPERLY ATTACHED PURLINS SPACED � @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. " OR BETTER CONTINUOUS LATERAL BRACING SPACED O 72.00' O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --___ 24' 9'8 Ito� H— .9-0-10 0-k-110 12-9-6 _1 , ' 22-3-10 (C)12359 } 75# (B) 22'3"10 OVER.2 SUPPORTS R�S244 Wm5"8 R-2333# W-5'8 . �. L•A - r Hey if .3tlo. Z tLALt - V . dDVU 0 0 . c o c r1 k*IMPORTANT* *::,I ` 1 1EE7O' 'uxwi Dom- S1Lt W/ BE newaa1tLE WARNING'W'm° °fW1" "Al" m CAMQq,U TC LL 20.0 PSF. REF R427--57953 O C7 O O , rea an Esr[►ns Mow nos MMM W MESE WMIMATIECS, w rwr W t4 aLuv. Ett=TtW# ALD ampa. SEE Nu Ex Tat. -H M,s Mick tV0 t,� �y IC OL 15 PSF DATE 07/14/96 a C C=3 t= FATLUM It DuuD W Faess OF COIFOWAKH tVN OSZDO SY 91. M #=1T10W. SPMtIL PrFmi rT gq=" aE .0, C=3 0 0 C= ALrtaE CCNCCTM9 Aim MADE Cr :Eu GALV. VWL REI7t; AS1d Qr,TEMM: tKESS WMWESC IID,CATE4 Tw C.2 r ;; BC OL 10-0 PSF DIRK CUMU27 96JM04 O cm O p C= LPI a um 6501 EACLVI aS 1101ED. NTLI CftNMT[tt6 ID CUR r4iE K V*`SS0O "*" OMEtaau LFCLTSD w QW 9104i OIM,S4 Qt)ai VWQ YPLL 0.' LAIYIALLT MtO Ini. LT ah ttaweD SLIMW "all. ealfGH alga Qe 4>r .tai845 � . BC LL On 0.0 PSF CA -ENG MCI`> p C= M- COMMTMts WA CauDes Ix 731 C I60)ri, MstwT 3T"auQS am" EI�F'SL ■LTE rTL' my Awfu*ED &=In QlUD7.— SE! * TspL 63D97 � TOTLO. 45 PSF C TRUSS [� TR IU„[ w*gtS1&m w I�u C 71 W EtcImIt's YaL CA Tw)S MtWW WA.M$ te W CWWWI ICIEU ar• .ALSM TCL Ta1CLL %Rvue onFTn fon nvpf-q . .0 � I� �H911 �IU!'� C= Q C� a 0 o en FEA[ )N DWI. A10 SIt1LL NDt K ALM* Lwws W na oTRN w. flrir/ll M'RIcumm. nmaw a Et V Tna0�\\�� a DLS If,M q pC`"-Jss MCTIQLWLCFoo. OF f f OF CAS, OUR.FAC. I Il 1111 S 'Ac 24-0' 0_j01 - tW:S VUn W2191UM )C47 T»�.uall�t:o[stvl .+Ee[neallaE Fm aooD Co4TR-CTICq COUNTti-` )F. BUTTE f COUNTY, BUTTE BUILDING 131VISION BUILDING L;-'✓ISION A� DEPARTMENT OF DEVELOPMENT SERVICES DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ' CORRECTION NOTICE OWNER PERMIT NO. OWNER PERMIT NO. A routine inspection indicates.that the following violations of Butte County Ordinances exist at A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, is completed: If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. please contact this office immediately.. ,- w _ GFS+ �T_ _ j�m �. S6f - r�Pi11�Ci� fy5 �' t 11� /. a H4 UV War, - Date REV 10/ 2 Inspector, 4L Z Date REV 1 Inspector l / , I E P—.2 15 — ID E. W E D 1 1 a. C: F= -PAC IFIC SCp 24 196 12: 1? FR,ClF-CRCi:IA :.NO 60 F . 1T5.1$: 1ASSY:CERTIFIED that the: struc-ty, -,0.1upid ;-.igtad timber. proilvdi: Ms or . A k Mah'tft6tOf - , qu cite tmrtriplin Vit d' ­(4196r4ble. Trepenoy Q1 ins i Anu O.A. t .: adequncy of 010 W, .q,Uj*MOonarUct6n'?(nd1hiax. VIO j. MY Tal,-Of,�ZIES 111'st the structuiral W,01)d -p 05�p1oKEDNANUFACTU.RER HERC 'd -'T Vth a:co. Opp, n woo below an mar 0. 10 n 0p HANSI qj�pdard Al .0.:OVpd!�aminated Timber 24�-V.4- glulam. beans ,L •' -4, 21. , - __ - . . .:. .: : 'Job Nit'lu . . I ; M. -II Rr-GA 30374 ATHOCOI NQ i' —OL, j.. - ASJ 4 . , -- - --- 1 VP lit' j� Y T - ASS URANCZ MN 3,10 - 0,4/ :2 .fi � . 1T5.1$: 1ASSY:CERTIFIED that the: struc-ty, -,0.1upid ;-.igtad timber. proilvdi: Ms or . A k Mah'tft6tOf - , qu cite tmrtriplin Vit d' ­(4196r4ble. Trepenoy Q1 ins i Anu O.A. t .: adequncy of 010 W, .q,Uj*MOonarUct6n'?(nd1hiax. VIO j. �y 0mpM,: Exv COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 4-4C.!,', `7j/ -- OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENfi'.OF-DtVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 -= 747. Elliott Road, Paradise, CA - (916).872-6307 CORRECTION. NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, olease contact this office immediately. Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r 7 i�(,.� 1037 A.-/ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, /pleas contact this office immediately. 1 .r {T l ti :?4 LZ Date Inspector :, REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916), 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1®s7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addre s and should be corrected. Please notify this office when correction of work is completed you have any questions pertaining to this matter, or need additional explanation, please co act this office immediately. d4LC E.p OL 1--V L.6G� -04 .4 REV 10/y1 ' COUNTY OF BUTTE j BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 ElliotlrRoad, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A A _ PERMIT -NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. S641"k remit s.16 ia. V) .. I - n „ n d n IL_ Date REV 1 U � we._}�n!1+tr'. �H!'C.'��'T%7.1L:.-:i :i•Tq.ry,� :4 .. M1":t�% COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center DrivezOroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNfR PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. _ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 A, �i CORRECTION NOTICE' X11 V PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea— se contact this office immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER c PERMIT NO. G.- ` I-- A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date REV 10/92 Inspector I 96-019884 96-019884 96-019884 ii =': g �O19884l Rec Fee 6.00 I Cash 6.00 Recorded I Official Records I County of 1 ~' tutte 1 Cce ` J. Grubbs I Recorder I 9:01am�29-May-96 I PUBL XX 1 t I:WW.X*)_: : 7 1114 a0 F3 4 0 _ WA 4 1101Ju121� Section 26-8.1 of the Butte County Code requires this aclmowledgement be recorded prior to issuance of a building ISL ROG ��AARE; � . The property described herein is adjacent to land or included C ABED %N� within an area zoned for agricultural purposes. and residents of this ' prop=y may be subject to inconveniences or IWAY d�o�n arising from the use of agricultural Ch—ic2lt2 9.1896 including, but not limited to herbicides, pesticides, rad £eailizers; and from the pursuit of ' agriculttrlal operations , including. but not limited to cultivation, plowing, spaying, pnming. and hamwing 'which' occasionally getierate dust.smoice, noise. and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience oc discomfort from normal, necessary faffi Operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "ROCKY BLUFFS SUBDIVISION, PHASE .I", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1992, IN BOOK 12.6 OF MAPS, AT PAGE(S) 60, 61, 62'1 63, 64, AND 65. 001J•I3• __.. E ALSO DESCRIBED AS: 36 RED HAWK LANE, EAGL e iY__ le. CHICOI CALIFORNIA 95928 Ak 139.00 30 3 Aow+� W i v � u nI�W • I Lot g' II S� 6• c H1 1.228 Ac. NI�ry .10 F.P.E.�I i TYP. Date:. 5 / 2 3'/ 9 6 PROPERTY OWNERS:W w L-15002l� State of -California ) County of BUTTE ) - On 5/23/96 before me, TAKI BARLOW personally appeared WALTER 0. DAHLIN AND SHARON L. DAHLIN personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized ccpacity(ies), and that by his/her/their signature(s) -on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. OFFICIAL SEAL 876221 u�) TAMI BARLOW M cc NOTARY PUBUC. CAUFORNIA Q OOUNrfOFBUTTE Signature Seal: . a p IN -. r. .. �.. ..... . _ ., ,n ..4 •iw._ _.+tin.:��s"Htr-ti-..�.n N-•-^nr^��'.'v,'1._.rtir-.-ri-•,-:�. y.,r a+f7r t.�'f-'rr. . .�•ti...nr .. _. n: .. • .. +• r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number I I -(o%0 -00`J Jurisdiction: 0 City � County Property Owner -D��QLm 1J (�nj�� Property Location/Address T A XIn C -Lc -o Subdivison �5a Ck.AQ fk,:�L _ _ Lot No. 3D Residential Development Sq. Footage Q-760 U No. of Living MHI Addition (Group R) Units Commercial/Industrial Building Department Sq. Footage New Addition J (Floor Plans reviewed by School District Personnel) Distdi�ctiilulptif�eaion No. x(00 School District certifies that p� n0 (Street Address) (City) (Including Exterior Roofed Areas) S I (, -1/0 Date (Phone Number) (Zip Code) has complied with the requirements of Resolution No. ,. 9� by payment of $ representing �(p� square feet. As 2926 $ FULL MITIGATION $ � 9lr School District *Aesentative f Date Paid by Check # Remarks: , Bank Number 90 Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm " ''�-J..n�+..•J�'wit't="„v.Y'�-^.r''}`a'�...iL^.-+•�"""�"_ BUTTS COUNTY PARRS DEVELOPMENT FES CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) Property Owner D { ui abo-- Project Location/Address Subdivision 2AI�dCA-% Lot Number(s) Q U Residential Development: (check one) r New Development _Alteration/Addition Mobilehome(s) _Non -Residential Ito Residential Total Number of Dwelling Units ` . y..- "'..'. —'�: j'rs1r. e'-�+, "::'I+t�-#`. �•#a•l�t'�...n�t ri.4:...«.ii..swri�+w!+t-:--.tk.+.�sz. _.i�+at-._sa.h-='�1- e. 1-: •� �'� r''x-'.-l:. i-- _ as_. : :t a-. .. _..._ . .. _ .. Comment: AV,U �f . E - 14 -qA Uc Building Department Representative 0 Date �r�r�r�r�r�r,r�r�rrr�r�r�r�r�c�r�r,��r�r�r�r�rrr�r�r�r�tw�r�r�r�c�r�r�r�r��r�r�r�r�r�rw�r�t�r�r�r�r�rrr�r�r�r�r�r�r�r�r�r�r�r,r�r�r�r�r�r�r�r�r�r Chico Area Recreation and Park District(CARD) certifies that a h eya on Yys- / o Y (Applicant Name) a GMshfifi *1, 0)" (Street Address) 4+ (City) (State Phone Number) ,'-?73 (Zip Code has complied with the requirements of,Butte Co. Resolution No., 90-140 by payment for dwelling units @ $1,189 for total payment of $ VT7er,441L, 1 5/21/4 CARD Representative /Date PAID BY CHECK NO. BANK N0. rJ()735Y/ PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. Y ::, �t 1'-16H 001B.11- Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director April 28, 1998 Walter Dahlin 36 Red Hawk Drive Chico, CA 95928 of Public. Works o f B u t t e Re: Certificate of Merger, AP 011-680-007, 008 & 009 Dear Mr. Dahlin: LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-2140 Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on April 6, 1998, under Serial Number 1998-0013125, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp . Enclosure cc: vBuilding Division Environmental Health Dept. RECEIVED NorthStar Engineering APR 2 8 1998 BUTTE COUNTY BUILDING DIVISION 1998=-fam 3125 Recorded I REC FEE 16.00 AFTER RECORDING RETURN TO: Official RecordIs I County.Of Butte Butte County Public Works CANIXE J. 6RUBBS ► LAND DEVELOPMENT DIVISION I 7 County Center Drive 03:07PM 06 -Apr -1998 I Ples age51 of 4 Oroville, CA 95965 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBER(S) 66 --GbT, SUBDIVISION / PARCEL MAP: BOOK /L6 . PAGE 65 BLOCK LOTS) 7i Si 9 BOOK PAGE BLOCK LOTS As of the 1st day of APRIL ; 1998, those lands noted above are merged to create Z parcel(s) of land as described in Exhibit(s) of attached hereto. MIKE CRUMP Director of Public Works APRIL 1, 1998 DATE OWNERS' CONSENT TO MERGER Walter O. Dahlin, Trustee of the Dahlin Family Trust, dated June 14, 1990, and Sharon L. Dahlin, Trustee of the Koonce Family Trust A, dated Sept. 3, 1991, as the community property of Walter O. Dahlin and Sharon L. Dahlin, as to Lots 7 & 9; Walter Dahlin, Trustee of the Dahlin Family Trust, dated June 14, 1990, and Sharon Dahlin, Trustee of the Koonce Family Trust, dated Sept. 3, 1991, as to Lot 8. as owners of all that real property to be merged, 'do hereby consent and agree to the merger of such lands into that / those:parcel(s) as described in Exhibit(s) A q -re attached hereto. ALL SIGNATURES MUST BE NOTARIZED: SIGNATURE DATE DATE P State of County of On before me 4�, t mdr-, s�,gn=e , personally appeared (,���\der f� . �o.h\ �v� X\ SUL(-n VN L V, . () personally known to me - or - () proved to me on the basis of satisfactory. evidence' to be the person(s) whose names) is%are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness hand and official seal. Si nature of Notary COMM. / 1170836 NOTARY PUBUC.CAVFp - COMY OF BUTTE w COML i*Din: dae, 2t. p802 i MERGER FOR DAHLIN - LOT A All that certain real property situate in the County of Butte, State of California, described as follows; Being all of Lot 7 and a portion of Lot 8 as shown on that certain map entitled "ROCKY BLUFFS SUBDIVISION - PHASE 1" as filed in Book 126 of Maps, at Pages 60-65, more particularly described as follows; BEGINNING at the northeast corner of said Lot 7, said Point of Beginning being located on the southerly right-of-way line of Eagle Nest Drive; Thence leaving said Point of Beginning, along the east line of said Lot 7, South 02050121" West, 202.85 feet to the southeast corner of said Lot 7; Thence along the southerly line of said Lot 7 and the southerly line of said Lot 8, South 83014150" West, 290.00 feet; Thence leaving said southerly line of Lot 8, North 02°04'56" East, 268.27 feet to said southerly right-of-way line of Eagle Nest Drive; Thence along said right-of-way line and the northerly lines of said Lot 8 and said Lot 7, South 80013125" East, 139.86 feet to the beginning of a 630.00 foot radius curve concave to the North; Thence following said curve through a central angle of 13044104" a distance of 151.02 feet to the Point of Beginning. Containing 1.52 acres, more or less. Exhibit "A" Page 1 of 1 MERGER FOR DAHLIN - LOT B All that certain real property situate in the County of Butte, State of California, described as follows; Being a portion of Lot 8 and all of Lot 9 and as shown on that certain map entitled "ROCKY BLUFFS SUBDIVISION - PHASE 1" as filed in Book 126 of Maps, at Pages 60-65, more particularly described as follows; BEGINNING at the southwest corner of said Lot 9, said Point of Beginning being located on the easterly right-of-way line of Red Hawk Drive; Thence leaving said Point of Beginning, along said easterly right-of-way line of Red Hawk Drive and the westerly line of said Lot 9, North 06045110" West, 148.61 feet to the beginning of a 570.00 foot radius curve concave to the East; Thence following said curve through a central angle of 16031145" a distance of 164.44 feet; Thence continuing along said easterly right-of-way line of Red Hawk Drive, North 09046135" East, 9.50 feet to the beginning of a 20.00 foot radius curve concave to the Southeast; Thence following said curve through a central angle of 90000100" a distance of 31.42 feet to the southerly right- of-way line of Eagle Nest Drive; Thence along said southerly right-of-way line and the northerly lines of said Lot 9 and said Lot 8, South 80013125" East, 240.00 feet; Thence leaving said southerly right-of-way line and said northerly line of Lot 8, South 02004156" West, 268.27 feet to the southerly line of said Lot 8; Thence along said southerly line of said Lot 8 and the southerly line of said Lot 9, South 83014150" West, 240.00 to the Point of Beginning. Containing 1.80 acres, more or less. 13 Exhibit "X' Page 1 of 1 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. _ V/ OWNERS NAME: ) Q I r NUMBER: PRINT LA NAME FIRST COUNTY ZONING p DESIGNATION: FLOOD ZONE: A-� X FLOOD MAP: Zo S ,G APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 2C#2 ves T MAP INFORMATION: 2 U C -r< Y 3L ✓ FF S S v►3 ?t / /. ? 3 -4c DATE OF RECORDING �� — /3" LOT % "J BOOK 'PAGE 40' 0 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. / f2 CKi /fin -W/11 LQ/ 6��- IE Aleyr �4� 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. of the Butte County Fire Department. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Pftring Dhdskn. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article If of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. ' _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. - — -- X 20. /O " A 4VI05- NJo pLrV. - Zon/E AheovNo fiGL S/041 -/C/,4 RoausrA Pclf-iyr ,00PvG ifT/o�lS II 5 R Ah/ us I�/o . Del/, ZoNC A 20 Unl d f� c c- F2 i rr� /�� i A . 21. �%}S?woo//st � QopyG A-Tcon/S 22.Nf}72�✓1�4L V�G�T/irriv/J -5-14-41-1- ►3E I2�TAiN�� wr>< e" �►s���c . Atc S11*u- s LS I2Er'49-O U/✓L�Sf rl/SG�f�D o/z RENtov/}� 23. /S 1VQFV6V PDX 90110 pVAP-10J'6f On dflwe 426151-411CL(016/ 24. Goo5 inyc.Tl oAj S! 12f l'�'L�/�/+yZ/t riot✓ � �SorL V1S/ZUA0r10n/ .rf}n&L- a� 1-(/w e TEb Tb rH6 y R--� SE/t ^/ (NCS/ 77412 o uG a o6 r o e g 2 5. / s ry Tl L 1 T EfilEm ENT A leo PJ G ,S'o v77-4- P Y2-0 P erLi`Y L( n/ es Sf f29 -LC, i3 L� /G" r G L Eiti2 01% Pf 5�JC4ES,set o Ttfe-X o eyEe—o em 661 T oi✓c. Err A- PE✓& i T. / S c-) 0 fit/NC- v F/1 -o m 6 teff N M U 7 -c -1--f L IN /NF1 I2 Co 'AIO lN3iHMA30 ONVI 3,1.1118 J0 UNf100 966191AdW C13AI3338 LD 9/95 - C:\WP51\FORMS.K\BLDGPERM.CLR LON' GFELLOW LUMBER CO. INC. ■ Quality Truss Design. ■ Roof & Floor Systems r. 89 Loren Avenue Chico, CA 95928-7434 _ (916) 893-0112 FAX (916) 893-0140 Customer: Address: AP#: u Job No: R s. , I,ETAIL- 92PALTERNATE BRACING 1] NOTE: SEE DRAWING DRININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN HERE. TRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REGUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. i • 1 CD103 (A) IX4 d3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THL UtLUW MtHlluntU ssMA61nu 19rta mAT me w.,.,..,.,...., - 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER., ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. i 1X4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 '"L" BRACE. SAME GRADE AS WEB MEMBER.: ATTACH WITH 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, j SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 160 NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER GENE NSIONS n r QT' f�f TC LL 30.0 PSF C y TC OL 15.0 PSF G PC OL 5.0 ' PSF He IVD-4394S BC LL. 0.0 1 PSF fly 63041 * TOT.LD. 50.0 'PSF lfOfIA ���OUR.FAC. 1. 15 i PA N 24.0• I i ED 1tXI14PORTANTHX4 'E'E iaAa i1Y WARNING1e wlTatwIctot nai+0"o 0 0 0 0 0 0MLL l SE ,A,eu Et THI3 j Q pATRUSS DIflllloO FR711 IMS OEIIWI OR THESE SPECEFICATEOO. OR AN/ P4ILM TO WILD TK TVOSS 30 COIPOINOQ MI 111 09189 or WE. OV4C1'D. SEE TIM -91 of IPI. PEE OES189 IOP /9PttlOVA S"Cl/l FE094OE111 �AC1b0 RE CA1Pt1! t9+91ECTORS ARP HARE Or 9464 094'1, STEEL METT00 A91H OUIFfIEIHS. WLEPS Ot1EMlt£ IIDICATEO. tot•O AI46 [1 O EfUFt Af ND1E0.4191 f Cd16TOR9 10 fAtO I= 0r 01010 IIOLL BE LATERALLI OPACED 1IrH MOPED o 1ms9 p01.1E6t onEAIIPE LOEAtEP 01 TH93 VESICAL M!1 FICN L'1 1114C EO PL` AM SEITHIN6. OOIFCH CHOPP �- 1=OMEWOE, P4A CrANUM In L59 C I09A-F. 0[51611 9TAND4P06114TH PRUpFilf AITIDEA RI010 tEILkA CCE [011011 O//PPLTCLBLe FR0VISIOM Or 109 9 TPI. IH t09IMIM'S ImNE fat"ITC L t"&TE 4T/l/OII FOR PRWE9 oSEn M WS DOTIOID AVPL10 TO IME COMPURVIT DEPICTED PE?E 01YOIL1 IPFLICAIION- FMI)SH A OOP/ Or THIS C-3 p C 9=3 C7 p 07 011'4 410 [RILL IDT Of RELIED OPOI It$ flit Or?" Ill. OES101 ID THE IPUS:S OPECri01 COITRLCTOP. O__Ivl IRJ94 PLATE IH3TITOIE. TOS - 1991 Ng1011OL MUCH SPECIfTCA11011 FOR 9000 COISIr@CTEUN ._.. ... .. ._.. .._._._.._..... n r QT' f�f TC LL 30.0 PSF C y TC OL 15.0 PSF G PC OL 5.0 ' PSF He IVD-4394S BC LL. 0.0 1 PSF fly 63041 * TOT.LD. 50.0 'PSF lfOfIA ���OUR.FAC. 1. 15 i PA N 24.0• I Job: MIS ONG. PKI"Af1E0 F11011 COH111IE11 111PU1 ILGAOS 6 IIIIICIISI t' TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE:+ BRACING DESIGNED TO STABILIZE TRUSSESI AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. y1y 11 R (P) (M) HEIGHT OF'� (p) TRUSS AT (T) SUPPORT. j p S (0) 2X4 H.F.4 3 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. .I B - APPROX. 45' c I� 0 0 O G C� CI C7 G7 C E o ALPINE o _ TRUSS CI (=3 an 1.=1 L -I 1•= 1 1=1 %f)(I I'If OR " ANT I(WLI-II .Ci. Fnfo M MIS. All( S�IALLIa 09110611011 ►PON 111111 OESIGII Oil IIESE SPEZIf ICA11a1S, a(l All( FAILURE 10 BUILD IRIS IgUSS III COIF01►u11Cf "1111 USIUO Bf Rol. ALM! COINCCIOPS APC HADC Of 200A QALY. SICIL 11CCIIIa ASI" A446 OA a f4CCP1 AS Rialto. APPLY LOa4CC1On3 10 EAC11 FACE Of MUSS AIG 140577 016VU1161 LOI:AIEO aI III$$ Uf61GIL Pusfilall CWUCCIOns P10 an4"114:►.130. ISO C 1404•►. UISIG11 SIAIUAnus CO14OIY1 "fAPMICAaLI MVIS1a13 Of Ins f IPI All llalllEln'6 SI At al MIS OnAlllla Al'ILI1S 10 RIE L•0174"Iflll DEPICIEO IEPI 111 01., AIG n1A1L lull UC I1Cll111101/41 111 Alli 1111411 "061. 1P 1 11-1155 MAI[ 101111411': __ IU:{.: _.1991 UAI IInu•1 Uf 01 (")7 e (BB BEARING WALL SECTION S -S -- TRUSS :AL WEB .rllGlll ( ICO 0Y 1111155 Ilffl. (T) - TRUSSES (P) SHEATHING APPLIED TO TOP CHORD. (M) IF TRUSS HEIGHT AT SUPPORT IS 10,0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT, IL F, 03 OR BETTER 2X SIZE OF BOTTOM CHORD. WARN INGIIW56Es /IEOUIIE ECIn-E CA"f 111 IIAIGIIIa. EIIECIIaI .410 Ofucillo. SEC 1110-9I of IPI. SCE gills UCsIGII fOq A0011101UL SPECIAL PEAMAIC111 UnAClla O[ Ou1nC"C1 s. 14AC76 0111[I4fls[ IIuicAllo. IUP Clara 6WL4 OE LAIEnALLT OM.CE4 SIM PIW4190 Lf AIIACIEO PL("ODU 614AIIIIIAi, 11011M, CIVia N1111 PUPIPL-1 AIIACICU 11161U C[ILlla -- [[[ ALP1119 If C1111CAL N10A11 Jill/OU (on IYSIPt4 11111"AlL APF%ICAIIaI. fWYq sll A Cuff llf 11116 111611:11 10 Ilf. 111456 [ITC111"1 CWIIPACII01. ill 'PLR; II•l1:A 111!1111111 Mf:411 f:1111iI11111�I11111' G1' NO, C0438I5 1'111 * \\ EV. 63091 / TC LL PSF TC OL (L), PSF BC DL PSF BC LL PSF TOT.LD. PSF D11R.FAC. RIIAC I llr Fief A110VF f1_f_f• R427-XY•- DATE 01/12/94 0RW 3,048,634 CA -ENG CWC rA 0 Ti HIP CORNER GIRD TOP CHORD 2x8 FL SS' BOT CHORD 2x4 FL 01, WEBS'2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CALCULATED OVERHANG DEFLECTION OF .14" DUE TO LIVE_LOAD AND .f0° DUE TO DEAD LOAD. THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, NNNLOADING ON THIS TRUSS CALCULATED BY TRUSS FA9RICATORNNN s c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. m All IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @'24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 !3 H.F. W OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. on MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1. 0 (S) SCAB BRACES. SAME GRADE AND LENGTH AS CHORD. g� ATPTACHH ONE TO EACHtu In FACE WIT" 16d MAILS ERECTION CONTRACTOR.B ADDITIONAL ONCLC. II ST<R ASS IANDICOATED BY CIRCLE Y 0 v (F) CONCENTRATED LOAD, CREATED BY 9-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3 -0 -0 -UF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. V .- 1.5X4 � 1 ` {F) 612$': 3X4 (S) 1 o 2.47 v 3X6 1A0 v i 1.5X4 iv 2.SX4' GOg•1• 1.5X4 3X4 1.5X4 4-0-9 7 B-5-13 B'5"13 —� OVER 2 SUPPORTS ` I I R-1367# W-5'8 R -250t# W -I's SCA 39085( PLT. TYP.-API CR 7 TY p - A C - F Rev 17.3v3 0 0 a o 0 o N*IMPORTANTIENA'DtF ED6'mENID a1Dmv- 1"c' SHALL SAT BE RESPUtSIBLE FON IMA WARNIN(7,RP96E9RE41"EnumDAPS IN NNAIIIO, EAWT104 AND TC LL 20.0 PSF REF R427 -3i235 DATE 04/12/9 0ATTRUS�S C=3 c,:3 CEr1ArIcN nal THIS DEGTCN 04 THESE SPECIFICAnNS, OA ANT BNICING. SEE H113 -9t SY IPI. SEE THIS OESIM .� .fop (rj y TC DL 15.0 PSF ORw CAUSR427 102 C O FAI LUPE 10 S111L0 1NE TRUSJ IN CONFOTWANCE NI1H D3768 BY 7PI. ALPINE ccuectM ASE 140E Ot 10GA GALV. B7EEL 14EIIIIS ASTM FOR ADDITIONAL SPECIAL PEPNAIENi BPACING RC DUTAIPNENIS. IRAESS DTWA14tsE LW7CAlm lop A = r a BC DL 10.0 PSF CA -ENG MC y . C] A<A6 GR B EWEPI AS NOTED. APPLY COMECIOU 10 EACH FILE OF 01�RD SWILL BE LATERILLT BFAOEO KITH fQOPER Mo.C438�5 BC LL 0.0 PSF o IAMBS AIO WLESS O11EFMW LDCAIED OU 1H19 DESIGIL COSITIOR O R MAKINGS 130. 150 0 L60A•F. DE51W SU110ARD 1 LY MATiCD PLYNNO SM4INI10L 90rr011 CI[WO D11N PPCPEFu ATTACIEO RIGID,MLEW -- SEETOT,LO. G009DECT016 OOI M/AvA'COBLE MWISIOM NOS 0 TPI AN EW)IIEER'S ALPINE IECMICAL DFUIE 17/2/911 FOA 1'Pl'M It 45.0 PSF ' CM OF a<hI w 7HT81NVOq]O APPLin i0 TIE CollOIENi OEPICIfD TEM DPMhLI N`li[CAiION. (vn"y/ A CRP! OF 1145 C1 1.25 O 1N WLY, Alq 61'ALL 1tlT OE MLTEO LVDII IN AN/ OVER 71Af. BEe1CN 10 TI! IAlISS IAEtt[ON L7Y11TuCipR. �� sr pQ` OUA.FAC. • • -. •• SPA I NG 24.0 ' TPL%S PLATE QT6T11UIE, IDS - 190L W 110"AL OESIEN SPECIFIEATICN PM IWO CCNSIDOCIICl1 V .- l ' i Job: (OANLIN--BRUNOCHAWKINS DAHLIN) / T2 MONO GIRD IT TOP CHORD 2xB FL #I ; BOT CHORD 2x4 FL #I NESS 2X4 FL Standard ;CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3'. i i I 7'13 1 THIS DWG. PREPARED FROM COMPUTER INPUT (LUAUS & Ullat_MLL) J bUORLIICv o7 4"UZZI Mr M. n UNxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxHx b. c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE v► REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. RI PLATES ARE 1.5X4 EXCEPT AS NOTED. to IN LIEU OF RIGID SHEATHING' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ro ® 24.00' c.c. IN AOOITICK A RIGID CEILING OR 2x4 #3 H.F. 0 OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.L o0i MUST BE PROPERLY ATTACHED TO .THE BOTTOM CHORD. 6. J OVER 2 SUPPORTS R�1015# if=5°8 R -53N W=1'8 TZ Se : 73679 PLT. T P- ALPINE D S T U C 0 -- Rev 17.3u6 SCA E a Q.50DO C p p p C= O �t IMPORTAN7>txA1D1� 04""E Eo "°01"'G" `�` SHAIA. HDT BE AE"4131161.E F07 AW WARNINg"Lum "E"E3IAIYF am H RAAE7LISO. McliOH am eDEE$51 yC/ TC LL 20.0 PSF REF 8427--31233 C=3 p C= f= 6EYUTIOH FRIDL TIII! mica ITR TIESE IFEo1Ftemom DR AHY EMIM. SEE HIS -91 01 IPI. SEE THIS CES16H T91 ADo1T10" SM AL KPXLVE97 6""m De �• fr TC OL 15.0 PSF DATE 04/11/96 C= O O p p FAILURE YD BUILD LIE TRUSS Iq CC400MCE KIT" =1311 6Y IPI. ALPIAY APE RADE OY 20" MAUI. SIECL IWE"66 ASI* OUIPOCIITS. lNLE55 DTIlAMISC EIAICATE4 fOP d! � � BC DL 10.0 PSF DAN cAVSR427 1028 8 CM p p p p p C COh ETWO "46 SR D COMP? AS TIDIED. APPLY ccim.TmIS i0 EACH TACE Or CHOPD smi. 6E LATEPALLY 611ACED KITH PROPER LY AYTLCIED RYMOOD SLP.ATHNIO. 60TTp1 CWW w,t 5 BC LL O • PSF CA -ENG MC p A 1 TAi Ma- 11 1 E= a IROSS AID VILESS CtMPJfIss aDCA77D aI IRIS DISIM POYf11OH *"K"ORS PCR ORAt][CS 1301 LSD i 1604-P, OES[GN STAtdAOS III1N WOPELLY AtI ACLEO P1G10 CE1 —SEE a 0 Ne ¢Ava� * � TDT , Lp . A5.0 PSF ggg �IIII333333 r t� III`{I p ppp p O TRUSS p COSIMPM H/APPLICA4 E PPM)STOW d tat 6 IPI. Ail E00I1EER•S SIAL M 17111 ORIA)1q APMI 5 TO LTE COW*ft"f DEPICTED 110E rUR ALPIRE TkVPHCAL UPDATE 17/1/917 fOR FIgPER URINAL( AIVCICA710M fUMI1R11 A COPY OY THIS ` �! OUR. FAC. 1.25 I�I�II I p p t� O O I= 1 IN dAY. %to SHAtt Hol 0E PCLIEO INP! TR A01 Tin MAT. UES1GIt TO IlY fOUSt [1KCt]ON f.IH IIGCTIFt. ^ V �I,Q` SPACING 24. D . 3 3333 •_•TPI - IRJSS PLATE jimMum. ITIS - 1711 UAf 14�R1 UE910U yEOII ICA (IDH Tm1 Mm1L COIMIA1f.I IfRJ (DAHLIN--0RUN06NAMKINS DAHLIN) I 14 MIPM TOP CHORD 2x9 FL #1 :T2 2x4 FL it: SOT CHORD 2x6 FL #1 WEBB 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3, CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR 91 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY, (H) RECOMMEI'DEO CONNECTION FOR TRUSS #96102506 8 96102507: SE WSON LTHJ. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINI" HEEL HEIGHT OF SUPPORTING TRUSSES). T 7.13 �(F)306# AVG li THIS DNS. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFA. *HYLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORX*m D CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.6.0. RESEARCH REPORT 82949. A #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES 6 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT Im EXTENSIONS EVERY 3,00 FT. TO FLAT TOP CHORD. LITERALLY BRACE FIAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER @ 24.00"oc. o ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 rn FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU COR CA-HIPSUI DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 04-02-15 FT. cc.. " IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' a.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.000 c.c. MUST BE PROPERLY ATTACHED TO THE BOTTOK CHORD, (F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-0-0 OF SPAN 70 ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. THIS TRUSS IS DE'STGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. 1e, -I OVER 2 SUPPORTS R-2019# Wm5P8 R-2019# W=5"B `• R3=1028# IR3=10181 ,(F)306#. �9.1. PLT P.- ALPNE S G R U C 0 7 u6 Se. -,,p-i5QO 5 0 0 0 0 ATRUSS - QOC� f= o - **IMPORTANT**`LPDA It"I/EENED PPQ=m IW. SWl1 NOT MC PESPONSEMA FOI ANY Otyu-iOI FION IM13 OESION OR INESE SPECIFICATIONS, W ANY fA ILLVA TO IDILD THE IMAS IN ODIKON IXE ME TN OSTOO BY Tal. ALPIIR VNIICTDIM ARE WOE OF 2DDA OAtV. SIEGE WETIIS A3111 A446 W S EIOEPt AS FATED. APPLY CDINCCTOL4 TO u4n FACE OF 1FNAS AND URESS OTHE19f{sE LOCATED Dv THIS Op{GK POSITH" FFA OLLNIIA"d 190. 130 C im-F• OES{WI STAEOOIOS CCArONR I/APtiIWILL FRDY]SIOI3 CF xDs t IPI AN VIGINEW5 00 IIIIS OP"ll10 ARlJE6 TO IIIE EGY'PICIIT OEPICYED IIERE IN CTLI. AID SMALL IAT BE Fu IED UPON IH ANY OUIEn NAY. _ -'. ._.-- -.... ........... ...- ­._..._... ___. WARNINGT:wsn NERDINE ENtll[I� GIME tN HL•AtI1 % EIEC710H AND MCIM. SEE NIS -9{ Bf TPI. SCE 11115 OESIB' FOR AODITEOlIL SPECIAL PETOAARF.NT SIIACCNI OIIPCIENTS. tPuSS OTSE""BC CHORD SHALL BE LATEAALLY BnALY:O YI TH Lf ATTAZMM nY1= SREA'HEMO, e"T0N Y11R PROPEEIY ATUOffD P1610 CPILTHC -- ALPINE TEDTIICAL LMATE Il/{/911 FOR R ORYNALL AT'RECAIEON. FUNU51/ A C91 -Y Qf DDUR,FAC, DESIGN TO 111E DA16S CILEC130M CGOPACE/11, --------'-'-'- ,Qfis$ O� •C43WO4 5 i Eta. 6307 *SFAI. 11111E �' TC LL TC OL DL BC LL TOT.LD. 2D. 0 15.0 10.0 ,T0.0 Y5.O PSF PSF PSF PSF P.S• AEF 8427--31939 DATE 04 1`J 96 ORW CAUSPQ7 96 6601 CA-ENGMC9immoP3 t25 :a r 01 m r W w vi JD>x 0 / 74A HIP M TOP CHORD 2x6 FL SS : T2 2x4 FL 91: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9i TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES. ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADOITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADED FOR 20 PLF. 17 3 .L- THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) WSMITTED BY TRUSS MFR MxxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOAxxx a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. a USE THIS DESIGN FOR COMMON HIP -TRUSSES -0 24.0'oc. EXTEND ra SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM-FIR,E3 OR BETTER @ 24.00 oc. 01 ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 .. FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS o DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY m 04-02-15 FT. oc.. w )u i 3X4 axe T2 3X4 3X4 (A11 3X4 (A 1) 1.5X4 1.5X4 34 1.5X4 3X4 (S) 1.5X4^ 1.5X4(3) 2.5X4 1_ 6-0-0 _12-0-Q,2-0-Q12-0-QI_ 6-0-0_� -10-8 18-0-02 10-8 18' OVER 2 SUPPORTS R=1047# W=5'8 R=10509 W-5'18 C= C C=3 G o c7 G7 C= C= C= G 0 o t� o o �ALPIN o o. TRUSS o C! t� t7 v L7 la' UUTY I PLIgra- I TOT x1FI MPORTANT*x=`G ENZ:D IEA1D PR w t• (AIC. WARNINCq,I =S TEDUIIE E[TO[/ti c.RG sIIA{L FDI iR RESPO1,5I6LE FDR AM IWIDL]N0, E1tECi [OH DEVIAI[01 FROM TRIS DESIGN OR TIESE SPECIFICATIONS DR AHY 9RACIHS. SEE NIB•91 DY TPI. SEE THIS OE FARIJAC TO OURD TIE TOW III COMCIPPIANE AITH 05180 BY TPI. FOA AOOt1IONAL SPECIOL PoxAw1JT BPAC1 ALPINE CCWRCTORS AR YACt OF 200A GALP. SNEL (SETA& ASTM OUIREMEMS. WLESS OTHERWIM 11O[WEL A,A[G 64 S EXCEPT AS NOTED. APPLY CO.Y[CtOQS TO EACH FACE OF CIOiO SNTLL HE LATEPALLY BWICED Y[fN r"m ACD UA111 OTHEM W LOCATED ON THIS DESIGIL P0531I0H LY 14TTAGIM PLYWOOD SHEATUflu 6UTFO8 C1AURCICAS PVQ DRWIFIGG 13% 140 6 13OA.f. CES194 SYAADAt03 WITH PROPERLY ATtACTEO RIGID CETI ING - t OOVIORW IVAPAICA41 E PAIN1310O W HOS 6 IPI AN EB6LNEEIYS ALP94 IE33W[GL UPCAIC Ii/1/911 Fcm SER ON THIS DOAMIIA; APPLIES TO DE 104NMENI DEPICTED ISI 9 ORfRAIL AMICATIW. MINIrll A COPE a< IN GALT. A40 SINLL 1101 BE IEL[ED NINN 19 ANY OVER WIT. OtSIGH 10 TIS 1111151 EGECTIOI CUWRACTCII. • fPI - 1PUS4 PLATE IIL7Tf CAVE. FM - 1031 091011AL GESICA SPECIFICATION FOR 10000 QVISIPOC1I01F a u u - - r HeV ii.ava �O(f1 TC LL 20.0 PSF ;o TC OL 0.0 PSF pc[yc BC OL 10.0 PSF ND.G394S f BC LL 0.0 PSF 1o• bipgl * TOT . LO. A5. 0 PSF IDUR.FAC. 1.25 _11. V m t a U. zou 17--31568 04/15/95 ;o M427 96503532 M � Or (DAHLIN--0tWOSHAWKINS DAMN) / TS COMN NO THIS ONG. PREPARED FRO34 C014PUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS'MFI 'OP CHORD 2X6 FL 82 IOT CHORD 2X4 FL 81 NESS 2x4 FL Stan6r0 I 1 :ONNECTOR PLATES DESIGNED FOR GREEN LUI4BER PER NDS -91 TABLE '.3.3. j N LIEU OF RIGID SHEATHING. 'OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 1 24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 /3 H.F. )R BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" a.c. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOAD WITH 20iPLF. H 4X4_ JAI) 7.19 --A.2.5X4x N**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*MM CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. 9-0-0 9-0-0 _1- 9-0-0 �Ia , (S) 2-10-s 18-0-0 1 OVER 2SUPPORTS R=10558 W-5"8 R-10558 W-5"8 'LT TYP - ALPINE N CRIT URC **IMPORTANT J#* PIIS GIGINEEREH PROMCM INC. WARN IN1 �9 iQBIFE EI'Rm CME [� G = d C7 w"LL II01 BE RESPD1SIME FOi AHI IH HARMIlm. EAECr1DN IND = t� C O DEVIATION rIQH THIS DES140, OR THESE SPECIFICAUMS. OR Alff BPACER6. SEE HtB•91 01 tP1. SEE THIS DESIGN o d o rAII.LAAE to milto Im a o, IN COWOMWX KITH OSTED Iff TPI. YOU AlINTI( AL SPECIAL PEAVAIENT BRAGING RE = O d Q ALPINE C00ECIMS APE NAGE or lOGA GALV. Still MMTIIO ABfH ONIREILENTS. 194.ESS OTIER0SE OIDtWED, IOP [� O O WS GR D EMPT AS faftO. APPLY COIIiEC1OCS TO EACR fY_E OF CHOM SHILL BE LATEPALLY GPACEO :1111 FROM = !_PINE C= MW AIG L0.i66 DI FRAISE LOCATED OH THIS OESIGA. I+0'AIt1ON LY ATTACHED PLrHwD SIEAINITq 8D1tp" CH" t= CCfA=TM PEA OP X:WS 170. t5O E LGOA-F. DESIG71 SUMAFOS HRH PROPERLY ATIACIID RIGID CEILING. -- SEE d TRUSS CONFOPR H/APPLICABLE PROy IaM OF MS O TPI. AN ELC11EEWS AMITE IECHRCII 6PBATE 11/5/Btl FOB FfOREn d SEAL ON IMS OPAXIND APPLIES ID 11E COIPME01 DEP1CIf0 HERE IN 01AV. AND Shill got K RELIED LPO" 01 4117ODlR rAY. O -It APPLICA11M. FLRIISH A COPY Or imis DES160 10 TIE TRUSS ETECilO" cturpACtr/1. E=3 d C= p p ,--TPI - IDUSS FLUE INW ITurE. IAB - 1SDI RAna11AL DISIGN SLICIFICA110H Fon HOOD COLSIDIIrilm w'l. 6taoot—imcams A 'E* "' TS Rev 17.3u6 S�A:E 7383E TC LL 20.0 PSF REF 8427--315'. C OL 15.0 PSF DATE 04/12/ DL 10.0 PSF DAW CUM427 9811 LL. (U) 0.0 PSF CA -ENG MC T T . L0. 45.0 PSF R.FAC. 1.25 1J H�u I lIllnllll�ll � ( ILII yl SPArT NI. 24.0 n s c N m J6 ru V to w M �o .w W N 6- Job' 0 / TS COMM ANN TOP CHORD 2x6 FL SS SOT CHORD 2x4 FL Of - WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNEO FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED D 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADED FOR 20 PLP. 1 • THIS OIIG. PREPARED FROM COMPUTER FNPUT ILOAUS b UIMLMI0N51 UARmulltU tlT Inuaa PYTf- 1? X*"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*%* a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 112949. tus (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. m m 0 w En w to i 4x4 (al) 7Tyi3 �9' i' 2.5X4 2.5X4 2.514 (S) 9-0-0 9-0-0 (S? 3X8 2-10-8 18-0-0 -0- i OVER 2 SUPPORTS R=10&611 Wa5"8 Rm96911 w=5"8 SCA -E 73 042 PLT. TYP - ALPINE CRIT 8C TY - TOTAL-CA/0/1/0/-/-/F Rev 17.3u6 0 0 0 0 o O o **IMPORTANT*WLP]NE UNIPEEREO RRDMT% IHC WARNING,!—' pC1AM f5 TC LL 20.0 PSF REF R427--31571 0 0 0 0 smt IDT Ec AESPCNSTOLE FOP Alw OETIA 014 IRON TOS OESM4 GR T]ESE SPEC]TIIYBIDhS`, MANT IN BASOLINT. EP '.. AND a.... SSE .1.1 81 TPI. SEE WS OEYISW �pQ Fy TC OL 15.0 PSF DATE 04/15/96 o O IC =3 FAIIYPE TO BUELO 1NI 11449 IN CGIE0PA1410E 9I13 OVTBa BY TPI. T(P AO MORAL SPECIAL PEPWIFNT 64ACIIA: P C / SC OL 10.0 PSF DRW CAUSS427 U103535 O o O O O CI = G AUPOAC OOHPECMM AVE RIDE GF 1006. OALt1. STEEL ME9I14 ASIR A446 GR 8 ESOT AS NDTEO. APPLI CCMIECTORS TO EACH /ACE OF OU[PEREMS. MESS 0TIEJMISE IhOICLTEa 1 CHM SP'A. BE LATEPALLY ERACEO WITH y r~ � BC LL (U) 0.0 PSF CA -ENG MC ' IRM AND 1Ri1.'W 0IIEAt]8E LOCATE: ON TPIS OE:STSTI POSIIIGN LY ATTACrEA PLUM SNEATRIIAs. BOITOR F �3 S oALPINE G 0fRHECT0M �I:gAgltXS 110. 100 s 160A -F. O14[6N STA/.01A05 PT/N PryIiEMY ATIACIEO J19610 GeltllW -- IEMICAL FBI, 3o9i * TOT.LD. 45.0 PSF TRUSS Cl COPFOIN 11/APPLICABLE PFKNIS[011t OF IDS C TM. AN CHO DEER'S SEAL 01 1109 MOWS] APRTES TO FIE COW MEW 1EFICTED PERE ALP]lf UPOAIE 17/1/49 PNOD ORrru t MPLIOLIIPR. FUNA191 A OOPY OF 111 � OUR. FAC c 1.25 O CM LpROEPT . [� 0 0 0 0 0 FIHI WOOaImnill ftcrioN fj SPACING 24.0" -PUSS PLATE IPE111UTE."Pton-,119a1PTwicia DESIGN SPCSCIFICATITill 71 Jot): / T6 HIP ■ TOP CHORD 2x8 FL 01 :T2 2x4 FL 01: BOT CHOW 2x6 FL 02 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R G R3 ARE FOR 01 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. (F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-0-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. . (L) SOFFIT LOADED FOR 20 PLF. EACPTTION �AIIICI7NLTHJ. SEE CATALOG PT95H-tFOR NAINGSPECIF SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEABERS HAVE IDENTICAL LUMBER SPECIES AND MINIMM HEEL HEIGHT OF SUPPORTING TRUSSES). THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WERE SHOWN. J_ THIS ONG. PREPARED FROM COMPUTER INPUT [LOADS s DIMENSLUMI WAWLlleu aY Ittuby "I'll 0 11*KLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATCSWN* s c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O, RESEARCH REPORT 02949. 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. ^7 V USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"oc. EXTEND ro SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE ►+ FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER @ 24.00"OC. o ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 CD FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).0R CA -HIPS o DETAIL CDi10- SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY N 02-09-15 FT. oc.. IN LIEU OF RIGID SHEATHING TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION, A RIGID CEILING OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w '(F)306# Jt"ll .. .. ., .. t e_n_n I (L) I �D LO 01 15'9'8 - ft OVER 2 SUPPORTS R -1238f WmS"8 R=19020 W=5°8 R'3-6640 R3=93211 PLT. TYP - ALPINE BC CA/01110/-/-/F q� 6 Rev 7 3u6 SCAB 74 B 3750 o a e e e o AsDEVIATION o Q r =/ ca t-� �' K*I14PORTANT> W "I"E EIL"�0 °i�OC"' T'x' "L IAl IBE fEVDNIJEUE fOR ANY FROM IHIS DESICII CTl THESE SPECIYICAYICW OR ANY rAILute to BUILD INE IT w IN eORFomANce ,11TH OSTSB BY TPt. ALPINE CC1ONECIORS APE NAGE CF $DOA GALV. STEEL NEF1100 ASTM A4t6 t1O B EXCEPT AS NOTEO.APPLY CORICCIO 3 t0 EUM rACE CP AHO MESS OTHWtlESS LOCATED CN THIS OEGM POSITION cOtNV£CTOM PER d 4wil" 13L IS0 c IGOA-F. DESIGl 3TNnwaS H/APPLICA%E T'POYISIOIS OF 1105 C 1P1. AN EOOINEDI'S SFAL Olt VIS GOMM M APYL IES To THE. COW109 11I Vei'ICIEO rEOE IN full. AD SHALL BIT P MI ED IRON IN AIN 001'11 VAI. HAA' IA:DOTIE EMCt10'1 KACFIO=_ cwt WARNINGIN A IN IALINO. 181 SOACIID. SEE 3UD-91 BY IPI. SEE ThIS OESI61 f0R AWIT10"tt SPECIAL MWIVEUt eWIIAI YUMMUTS. ULESS OTHFRIISE uVIC►IED. T CURD SHALL BE LATEPALL'r BPA® AfTHTRM tl AITAL'HE0 OLYIOOO SNEATNIIrL scilloJ C METH waEFLY Ai1wfD Aldo CEILINn -- ALPINE fErhViCAL LISTAIE U/f/91I r" PP1O OfttARLL APMECATION. rwI1SN1 A COP! Or III m -sic" t0 INE Own fmciflltl awl racICN. -vq-.mr[rAItOrs cou 1mu mrlltn:Il0u Us p �-G35TOT.LO. 1* 6M 'rt C1 t r TC LL TC DL BC DL SC LL 20.0 15.0 10.0 0.0 45.Q PSF PSF PSF PSF PSFr,'CNIoM REF R427--31940 DATE 04 15/96 ORW CAUSR427 96 6502 CA -ENG M ! u I333dll1 Ill 99 UUUaIII1N1 +�TC. OUR. FACT. 1 . 25 SPACING SEE ABOVE ._.fw - umr.R IT uc 1141111NE. Inn . Rim nal Inu.L lxslru �D LO 01 I T7 LUMN 11 TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL ft NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. i I THIS UNG. T' WAMU FTTUK CUIIPETTEH INPUT (LUAUS 6 0I1HENSIUN51 5UI3M11IW UT ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORK*w CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 92949. (S) SOFFIT LOADED FOR 20 PLF. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION, A RIGID CEILING OR 2x4 93 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T7 7-9-8 8-0-0 I . 7A4 : (S) 15-9-8 2-10 R=680# Al -3'B OVER 2 SUPPORTS R=9869 W=5'8 I MUSS ?IFR n a c N m a N V 10 rn M 0 w N N N Se 738667 TYP.- N A Rev u6 SCA = 0 = c=, c t= O O O O O O CD O LPIN O O=PECTOAS TRUSS �i, c� a C7 O I� r --I C7 C7 K I MP OR TANT * *ALPINE ENGINE PAD FODOLIOT9, INC SHALL HIM BE iE5PIWSIBIA FDR A4Y CEVATION PPM MI OESIGS OR THESE SMIFICATIONL OR ALY FA.- PSE TO BUILD INC MUSS 19 COMTOUXAZ :E NITH CSTOD BY TVI. ALPINE CORNECtTAe APE KIM OF ?OCA GAL4. 3/EIC SWIM AM WS EA D EXCEPT AS tOT[D. APPLY CONNECIOAS TO EADI TACE OF IRA9 D0 IA.LITS3 OTOEg115E LOGAIID CH IRIS II[StMA POSITION PER OPARtfAZ 170. 130 C IGOA-F. DISIGH STA/OIRDS �DRTHISROMAMILIA APRjESa0 K I:OPFO fNT I)EPECEO FOE DI CILI. AID SIULL NOT SE PEI ILO If SN DI ANT OIIAo MAr, WARNING,"`= PEOUIRC E"IgEH1 aPE IN MIDLINL FREGT[ON AkO BPACIM. DEE HID -91 DY IPI. EEE ,LIS cEBlpl FOD AIO1TIMIO- SPECIAL PEAMOENI AnFCim RE CUIPEIEATS. VILESS OTIEMISE IPo1CAIM TW CROP!) SPALL RE LAfEAAIlI BAKED KITH MOPEP LT ATIACNED 0.YMCTD SUEAINI". wflow CI LITH PROPEILT %VrJZ¢D AIGIO CEILING — EEcm OPYKULTWFUCATIO . FURU'JI/ATCup OF T�[S I O[SION 10 AIE 1"S DEC110N Ctl+I nACPUI. tp p Qf WJ OQ� F yC y � 7V EyD.63497 it IT TC LL 20.0 PSF TC DL 15. 0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TDT.LD, 4rJ.O PSF REF 8427--31558 DATE 04/t2/96 DRW CAUS8427 96103522 CA -ENG MC �� �IIII�I II�uIIII�II DUR.FAC. 1.25 JO b: mAHLIN--BRuN06HAmms DAHLIN) / T7A COHN M TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL 01 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. t i THIS ONO. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUB1111TED [IY [ROSS 14FH I-! x**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*x* a X* THE MAXIMUM HORIZONTAL REACTION IS 2547,03# 1[N fCA m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. v (U) 10 PSF BC -LL CHECKED PER UBC CRITERIA. 0 • rn IN LIEU OF RIGID SHEATHING: �► TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 @ 24.00" D.t. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. w OR BETTER CONTINUOUS LATERAL BRACIN3 SPACED @ 72.00' o.c. Ul MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N w NOTE: TRUSS DESIGN TO TRANSFER EVENLY DISTRIBUTED HORIZONTAL LOAD OF 108 PLF THROUGH TC INTO BC SUPPORTS WHERE INDICATED. DESIGN OF PLYWOOD DIAPHRAN AND CONNECTIONS OF TRUSS AND/OR TRUSS TO SUPPORT BY ENGINEER OF RECORD WHERE INDICATED, (S) SOFFIT LOADED FOR 20 PLF. G +1-15-9-8 u ~ �J 2710-8 OVER '2 SUPPORTS A -928# W -3'B Rp1AJ3Y W-5"8 :RH=+/-2147# ;RH +/-2147# I f 4 7- I; OATRUSS C'� r� C.? 1.1 f' -I C-7 )(*IMPORTANTxwLpJh' EtG11EEaca PRODM15, INC• WARNINGTR'n muIRE E(TGENE CARE smL NDI B: PespoitS1OLE ran AAY IN "M OLIt10. ER`_CTICN AGO CEYIATION FNCH THIS GESISM DN IMS6 SPECIFICATIMS. On AAI BRACEAG. SEE HIS -B1 BY TPI. SEE ISIS OERIS FAILURE TO BJBIA TWE 3MS IN COGFUM-ACEi NTTH Oates BY 1PI. FOD AOOITIOIUL SPECI4L PESINANENT BRACING /LOINt CCM♦ECTOTIS AFE MAC! CF 70611 GALV- STEEL NETTING ASTA NOIItAMIS. MJESS OTIFJWISE VVICATEIL A4C6 GR B EIICEAT AS NOTES. -APPLY COPMCIO4S TO EAtN FACE OF CNOIEI 91ALL EE L4TEnALLV BRACEO WIT/1'oIg1SS AM MM AINTiN ITA LOCATED an TMIS CESIGS POSITION LY ATTAMP 0.1.11000 SIFATND4 BSTTCH POI MOTH" 13% ISD L 1004-P. OESIG9 STAMMOS RI1N "OPEFLY ATIASHED AMID [FILING --�'TOT.LO. ON UI 8 VfullitG APPLLSTS TO FIF CD ourto nEPICIfO TTi RE OIf/VAtLIon.1CATI6l. ruvi1a11[rA#13C'L MATE 'AICOPfpfY II q IN OLY, AISI SIDLA NOT BE IILifO IFTMI TN AN. O0[M N41. OES)CR M HIT TNISS MEET 1 Gf1TPACRYI. •--IPI - 11ukLSFl Alf t1IS1111IfE. ILL^ -" I LllTIONAI OES1hl smrec1T 1[411011 fon MnD] COI[ttA1C 110/1 [�p.pn I� pp@QfEss 5BC �. �9� (C * !' TC• LL TC OL BC DL LL (U) 20.0 PSF n 15. 0 PSF 10.O PSF 0.0 . P5F 45,0 PSF9[111. REF R427--31559 OATS 04/12/96 ORW CAUS427 IC'35 a CA -ENG MC j' fOOIIIMOTott9 iLL'■ Illl��'7ClI ��E111 `3V E1 'l OUR. FAC. . 25 SPACING 24,0" M (A m CS) 3 H 4 M 8Z AJ M Z G) (n 3) q 0 IN W Jot: HIP e TOP CHORD 2x8 FL 91 :T2 2x4 FL 91: BOT CHORD 2x6 FL 02 WEBS 2x4 FL Standard :W4 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR E1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. (H) REOMMENDED OONNECTION FOR TRUSS 996102506 & 961025071 S114PSON LTHJ. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED t4EMBERS HAVE IDENTICAL Ul4BER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES). THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. (F)3 (L) THIS UMG. PHEPAHEU PAUM GUMPUIEH FNPU1 MURUS W UIMENSIUN51 5UISMSI ILL) 07 IP(VS.A firm. n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORK*K > c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. AESEARCH REPORT #2949. 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS KITH NO WEBS. u USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER 0 24.00'oc. o ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 al FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS in DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY w 05-07-14 FT. cc.. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #E3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (F) CONCENTRATED LOAD CREATED BY 9-D-0 STRUCTURAL FASCIA FRA14TNG TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-0-0 OF SPAN TO ONE FACE, STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT IAADED FOR 20 PLF. p4X4 T2 I f TS '. 3X 911 1.5X4 3039 2X4 15' _t OVER 2 SUPPORTS R=19280 W=5"8 R=14594 W-3"8 R3=10499 •R3-994# m PLT. TYP - A P 0 - Rev 17 3u SCA. 74013750 O O O O L� O C O O O p O a ALPINE C=3 [a O TRUSS O O O d O f_ C7 O O O CI O V E� C C� PWAOSL INc. xeIMPORTANT1Ex`L"11E RT EHA1 HOT EE RESPOISIaLE FOA ANY CEVIATI011 Mot roil IIESICN 0.1 THESE SPECIfICAT10NS. OR ANY FAIALPE 10 BQILO IF ?IE muss EH CQOPsoNce 111111 OSTEMPI O T. ALPPE CCH7.CICPS AM NAGE OF 2034 SALV. STEEL NEEIHAS ASTM A4&F 1Q B 1YCEP11 AS NOTED. APPLV CORRECTORS 10 CODA FACE OF MIM Alp YnLESS OFMERYESR LOCAIW UI ERIC DESIGN. POSrIIW4 osINEnLRa PER QanrNcs 1lq t30 t ISOA-r. QlsuN srAlEUA05 o0Nr01S1 M/APFLIC45LC PAOVIS101a OF POS E WE. AN ENa11EER'3 CEAI ON 11.1E [Y(AAINQ APPLRS TO 11! CCWU*Nl DCPICIFD HENF. 111 plY. AUO CI ALL 1101 EC Ott EtO ~ ID PNr OIICA vay. WARN ING'nussEs'u"gr EnRIx' "'F 1'1 mvOLld0. EREC1I011 BPACIIIS. SEE 14I8-01 Of IF(. SEE IVIS OESIQ ►0A AATECIAL tTIOML SPPENMARECI 1pattD QUTAERCNIS. W LSS OMPYESE II111011E0, CHWO SNALL BE LAIEMI.LY EAIACEO 11'11H LY ATTACHED RYYOCO SNEAIM1110. WITCH A[tH PPOPEFLY ATTACHED DIQIO CEfUi16 — ALPINE 1COVICAL (NATE ENI/91) TOP 11111441.1. APDL ICAI IDH ILUJI1[ A rl0'i Of a OISIGN 10 II IE IbfS CPt.C1nNF COIFPACfM. WECIFIr.Anuu FM YINII)cnmunucrlQN tt[[ LSS G13�5 �, 63097 /ln _ _ ..c0� � t" r � * TC LL TC DL BC DL BC LL TOT. LO. 20.0 15.0 10.0 0.0 45.0 PSF PSF PSF PSF ASF REF 8427--31941 DATE 04/15/96 OAH CAUSR427 26 06503 CA -ENG MC I Iplllll��l�l�� lull {I III(I�I I�If ,1 OUR. FAC. 1 • 25 IRPArTNG •--ml - 1WSS nArC 11FIIFUIE. VV- trrN IAIIDIAL DIGIGN SEE A80VE r Ln m JOS: VAHLIN) I IVA MUNU HIP is TOP CHORD 2x6 FL SS : T2 2x4 FL #1: BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (S) SOFFIT LOADED FOR 2C PLF. THES 0115. PREPARED FROM COMER INPUT MOADS 6 OIMENSIONSI SUBMITTEO OY TRUSS HFA **NLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*N* a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. Fu V USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"OC. EXTEND to SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLATTOP CHORD. LATERALLY BRACE .. FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER @ 24.004oc. o ATTACH KITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 [A► FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6) 1 OR CA -HIPS In DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY W 05-07-14 FT. oc., do IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X T2 2. 4 2,5X4 axa 3.6 t7 T I 3x4 (A1! 1'11.1 1.5x4 3X4. 9'1 1.5X4 1.5X4 2-10-8 -1- I 1- - 15-0-0 �• 1 OVER 2SUPPORTS i R=10740 W=5'8 R=990# W=3"8 t A U —— r r1CY lf.OUU 06A R U.3/DU 0 0 0 0 o E= **IMPORTANT**ALPINE ETs]AZM11) PP=ra' INC. WARNING,--'- REa 1 EK,RERE G,IE TC LL 20.0 PSF REF F1427--34569 0 cATRUSS 6K%LL 101 K OEspowsmf P'OR ANr DenATltt1 rm 11IS ctsI66 OR MSE 51,I)MICATIC4IS. OR Aur I0 Kornilri ETTEc110e AND ERCc]IO. SEP 111E -0L By IPI. SEE %x)7 CE516N � $$ QQ� TC OL 15.0 PSF DATE 04/12/9 6 0 rAltun TO BUILD Ter. lass IN COIFOTOIANCE Yi1N C6Tb0 9r TPI. ALPINC CT82lCTO10 APE NPLE 4I EDOA NCLTna ASTM Fm ATDITICIM SPEC -AL PERMANC1n Hatclir PE 10.0 PSF C7 O&M SIEEL A446 71 8 EIIff➢T AS mm. APPLY CTAPI?CTOPS TO ELCN ►ACE Or TRIS! AID IAAA:19 OTHESPOSE LOCATED OR Tlg9 MICr1 P031110H OUSK" ITS. U"SS DTHEPNI9E 114)]Well Tap C8000 944U, DE UTEPAL%I SPACED NI TD PnVEP r � BC OL BC LL 0.0 PSF DPW CAUSR421 6103933 CA -ENG M c[+MCIMS PBA OPANIIAS U0. 150 0 LSOA-r. MICH STAICAM LT ATIAPED PLTNDW WCAn4lkO. DOITDN VW' PITH PROnft-f ATTAUED RIC10 NO.G384S v , C= CONFORM N/0"LICABLE (614.104 ••• SE TOT LO 4�J . O PSF o•.ELL PROfISI0/11 OP x05 C IP). AN EMINEER'S ALPItE T[O►IICAL LPDATE p/4./9A ►0R PROPER 1 * . . DN THIS gIANIHO ATWL'is TO I CowvxlNTCFRICIEDMEPCOATNALLAFiLICATru/rUix511 QfAv. APO SNALL 1111 OL PELIED uml RI ANT 00" NAY. A COPTaPT1I1SUR.FA(., MIGN TO UQ T1WSS EI00011O11 C011PACI0R. �` . ,ELQ� i•.25OO1N I1 FkJ� I�IIu' II SPACTMG SEE S E£ ABOVE r—TPI - 1WSS PLATE 116 :W 111111E. ICS - 11 11AllOflhL OE.S1R11 R 11 l.RC111fd1 t011 rVIM PD6TMCTIrM .1D 0: WA►ILAIV--tl'WNU&HAIIKLN5 OAHLINI / I9 HUND HIP E TOP CHORD 2xS FL t1 .T2 2x4 FL E198at.. BOT CHORD 2x6 FL it :62 2x6 FL SS: WEBS 2x4 FL Standard :W10 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. RECOMMENDED CAMBER 1/2' AT MIOSPAN BETWEEN BEARINGS. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.31 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.22 '. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 0 24.0'ac. EXTEND SLOPING TDP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR f3 OR BETTER 6 24.0000C. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY 05-07-14 FT. oc.. (F) CONCENTRATED LAAO CREATED BY 9-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-0-0 OF SPAN TO ONE FACE. SM)CIURAU FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. (H) RECOW4ENDED CONNECTION FOR TRUSS 1196102506 & 96102507: SIMPSON LTHJ. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEE HEIGHT OF SUPPORTING TRUSSES). (F)306# 7X8 3X8 3.5 v i C.Y1; fA41 T3 THIS OWS. PAEPMWO FROM COMPUTER DfPUT (LOAOS & ODOMIOM5) SUBMITTED BY TRUSS MFR 2 Complete Trusses Required a c NAILING SCHEDULE: (10d.0ox-nails) U1 33 TOP CHORD: f ROW @ 9 o.c. b` BOT CHORO: 1 ROW @ 16' o.c. 0 o C o o _.._ _ WEBS : 1 ROW @ 4' o.c. WARNING1�109F""""°� T"°�CAPC W ,A7DLIHG, ER'CTICM AAO B3LSIIn. 9EE N[B•91 HY TPI. ZEE THIS OESION�TC FOC ADDITIOIALL SPICIAL PEAVRAENT BCA.CIIICVO DUIRE12N1S. witsS DIWANISL INDIGAtl4 I ONORD SMALL BE LITER/.LLY 84ACED MIT,ORC, LY ATTACHED PLTM200 SNlAINIAO, OntTC14 EITN F Erjm[ AL LwpAO D(?I cE1LXAC -- ALNDF IEFAfN[C/L UPIIITE I//1/91l fOR PROI ORTHALL APILIC.AlIOD FamISII A aPY Or 1H1.25 DESIGN 10 IM 3FWS E0CCU0'1 CONInnCI�a, c'•nrtrte.rrm rw. rrun. ......,w.n..... USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC LL DL SC DL BC LL TOT.L0. IN EACH ROW TO AVOID SPLITTING. CD mm*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORN* f o CONNECTOR PLATES MUST BE INSTALLED IN ACCOAOANCE WITH THE m M REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 3 � N 91 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. `j CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS .ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. PLATES ARE 2.5X4 EXCEPT AS NOTED. T9 r 23'6" OVER 25UPPORTS R=29809 W-5"8 R-24371 W=5"8 R3=16621( R3=1741# PLT. TYP.- ALPINE U CA/0/1/0/-/-/F Rev 17.3u6 SCA. 74192 00 C C7 OATRUSS 0 o C o o _.._ _ RNIMP0RTANTX1�°�11r,'NEIRED °'>aD'c's- 1N0. SWIL Ei018CIIESPwSIBLE FOR ANY 0lSIGH DA THESE SPCIfICATIOILS, CA ANY FAILM TA ED0.D THE IR,ISO IN WIS+Cg1AlCE III YNI OST59 Y% TPI. ALPINE COORCTORT ANE WIDE OP 20PA GALLA. 61CIL N IETIIAI 1STR IN48 O 4 EXCEPT AS WIM. APPLY CONNECTORS TO EWTI FACE OF VMS ADO U.'LM OtIVAM LOCATED CN TNIS DESIGN. POSITION OOHtcm w PER DOAVIctme PR X]0. ISD F NO, c 1. Am OTAAOIWS omfpM 7/APPIICtBLE PA01[S[OM OF NDS C IPI. AN flNCIAEkTI'S SEAL ON TPIS DUAIRD IPJ%IFS TO TIE COWacxT OEPICTCO MERE lu LTLv, ANI AUAu Iqt N¢ PCUW ACTH ID ANY DIPFA NAT. • -IPL - NRPS n All NY,B I1tiI I. 19r. - 1M111At1[f14 41"IrN WARNING1�109F""""°� T"°�CAPC W ,A7DLIHG, ER'CTICM AAO B3LSIIn. 9EE N[B•91 HY TPI. ZEE THIS OESION�TC FOC ADDITIOIALL SPICIAL PEAVRAENT BCA.CIIICVO DUIRE12N1S. witsS DIWANISL INDIGAtl4 I ONORD SMALL BE LITER/.LLY 84ACED MIT,ORC, LY ATTACHED PLTM200 SNlAINIAO, OntTC14 EITN F Erjm[ AL LwpAO D(?I cE1LXAC -- ALNDF IEFAfN[C/L UPIIITE I//1/91l fOR PROI ORTHALL APILIC.AlIOD FamISII A aPY Or 1H1.25 DESIGN 10 IM 3FWS E0CCU0'1 CONInnCI�a, c'•nrtrte.rrm rw. rrun. ......,w.n..... eepFESTA119 r NwG3f0,91 [o. 6,3x 1 * �. v! Ld� TC LL DL SC DL BC LL TOT.L0. 20.0 5.0 10.0 0.0 45.D PSF PSF PSF PSF PSFo AEF R427--31950 oATE 04/15/96 ORW CAM427 OSS12 CA -EC 1j 3 � luj�ll 999 `j OUR.FAC. 1 . 25 ww. wr.... rhe Anntr[_• (A ko m Job: TWA 11UT9D "IF ■ TOP CHORD 2x6 FL a2 :72 2x4 FL >l16Bet.: BOT CHORD 2x4 FL 01 :62 2x4 FL #168et.: NESS 2x4 FL Standard : WB 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT =2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (S) SOFFIT LOADED FOR 20 PLF. MAIN IAMB, M W.VAMU PMUR I:UEY'V ILII 1FIFUI LL.VAU1 to ULKCM3IUMW WJtMTl J ICU OT I II )SM M**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORM** RECOMMENDED CAMBER 1/2• AT MIDSPAN BETWEEN BEARINGS. (A) IK4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION. 0.35 °. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.25 °. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD KITH 2x4 HEM -FIR 03 OR BETTER @ 24.00"ot. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HI8-91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. 79 f- 2-10-8 23-6-0 23'6° OVER 2 SUPPORTS R=16869 Wb5"8 R@3738th W=5"8 Ea m M 0 w ul N AL P'L I nr - a r F•r -rE I 1 rs t.a U - r F1ev 1/.JUo o Im o Ia o o **IMPORTANT*WL"LHEENGINURED PntolA is. INC. WARNING'"'�'� ETRE EXIRENE CARE TC LL . 20.0 PSF REF R427--31560 SUALL NOT BE FESPD`ISICLf. FTA AIT [H HIM.11A EPECTIU4 ARD eg,OfES O O O O OEVtMtO1 FRM U15 OES[GN 09 T1ESE SPELIrTc4Tie . CR ART ISR(C)IM. EEE HIS -91 DV TPI. SEE IBIS OESIEN `�` TC DL 15.0 PSF GATE 04/12/96 O G O O FAILU;g TO BUILD THE imm IN COIFOP oll E VIM Own by TPI. FCA ADDtTIOWL SAECIAI PEPIWIENI IIACIIIB RE Qy Aa a o o Lptls cDuwcmms APE HIK or swA OALv. alfa immm AsTN Od11E1RNTs. t*"SS 01"MRIII3C MAIC/TED. TDP A BC OL 10.0 PSF DRY[ CAUSR427 99[03924 [= O O O 14CO OR D ItCVT AS VOTED. APPLY CONECTCAS TO EACd FACE OF Co0R4 SWILL BE LATEWSLY BRACED Y1TH MOPE oALP I N£ o II IES Alo WJM 411EAHISE IDCAtEO CH INTO OESISK Pos1110N LV AIIADAO PLYWOOD SREArml?4. OOITCN CHOR 5 f BC LL 0.0 PSF A—EN6 MC coHI.ECIORs PER ONAI]1LS Iso. ISO c 26U -P. DESIGN STuolnOs 11178 PROPLPLY ATTACHED 111010 CEILTID -- SEE �G TOT. LD. 45.0 PSF III�II III I Ill TRUSS IORFCM H/AWLICABLE PAW3110183 OF NIS C IPI. AN EAC[I,EESt'S ALPINE IECMICIL UbAIE 11/1/911 FON P110PER * f O O SFA[ OH IRIS oOAI[HO APFLIET 10 Alf. COM -01[07 CEPICTED iCPE CIYMKL APPLICL110N ["IV191 A COM Or IIOS o �-, OUR. FAC. 1.25 1U pA Y. Oa 91AL1 1101 OC PtUEU LPUI LH ART U1/EA MAY, OEfi [GN 10 II1E T4USS EOR 11077 Ca1TPAC1UI1. .L O O O O CJ f� ___ __ __ __ ___ __ ._._ .. _ ___ . ______ ________._____ _ �_ _. Lr). � LR\\ .... ........ CCC A7]MIC 90 MONO HIP R TOP CHORD 2x6 FL 02 : T2 2x4 FL # 1: 30T CHORD 2x4 FL #1 WEBS 2x4 FL Standard MNNEC70A PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. REPARED FROM CONPUTEA INPUT {LOADS 6 OINENS SUBMITTED BY TRUSS MFA, KNALOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNNx CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREHENTS OF I.C.B.O. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. JSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24;0"OC. EXTEND w SLOPING TOP C1i0RD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS :I =XTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD, LATERALLY BRACE DESIGNER, PLATE MANUFACTURER. NOR'TRUSS FABRICATOR, PERSONS o =LAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'DC. ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL w ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE'PER HIS -91 13.2.1 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. In -IGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 61, OR CA -HIPS (S) SOFFIT LOADED FOR 2O PLF. ro 3ETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 35-07-14 FT. cc.. �3 2 IN LIEU OF AIGIO SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, n av-v-v 1-4-V 2-10-8 17-4-0 17'4 " OVER 2 SUPPORTS R=1291 Wm5"B Rp12780 Wa3`B 7: o v 0 o v o)6*1MPORTANT**ALPI"E ENSINICRID MODWIS. 11C, f04 AHI SHALL BEI EE RESPMfrim WARN I1dG1R'ss>lmu-1;mE`m'm c 11 BAr E 11 AHO TC LL 20.0 PSF REF 8427--31561 C o O O O O O O OEYlAT1CH maw THIS OLi76N OS T)ESE fiPEC1TICA.-10NS OR AHI am FAILOPC'10 oO1LD 1141 MUM IN CCWUFI RICE 911H OSTEO BY TPI. a- BFACLLIT. SEE HIB•91 Bl IPI. SEE THES OES]6S rpi.. This TOO AOOITIOWAL �p4ESS Q TC OL 15.0 PSF DATE 04/12/96 O O O O ALPINE 00NSECTOCA APC NAGE SPlC1AL PERNAMIT SWIM PC p Or OCOA QALY. STEEL HEET0A7 &SIN OUIREMENTS. WI ESS 01RE0NISE IIOWA1E0. TOP SC OL 10.0 PSF DRW CAUSM27 96103523 O I=:) O O Al P I AIG I'1C [� p IAAF G0 B OU"' AS MRA. APPLY CONIECIMS 10 EACs FACE CF IRAS AM WLESS OINDFN1SF LOCATED OH This OESIGN. P0511IOH CfQAO SHALL BE LUEILLLLY BPRCED 19TH PROPpp Ly ITTApEO PLIN SIEAIHIK BOTTOM IcheAD r 0 SC LL (U) 0.0 PSF CAFE-ryBEMG_MC 106L. Q CONRECTOK PIR CQW11I�B 33% ISO 0 IEOAt. OESIGH SIANOAAOS NITH VPOPETLY ATTAGEO 07610 CEILNII -- Ea NO.VE TOT.LD. /5.0 P.SFlly TRUSS O WIFOPA VAPPLICABLE PROVISI08 ar h1n i IPI. W EIAIOEER•S ALP11E TEOMCAL UOATE IFII/B]) TOR PROPEIRyT4CEHIINIIT[� II �IIo O SAIL ON CHIS 0°111116 APPLIES TO N1 WIPMIEII OPKIED IEFC OFT"ILL AFMJCAII0H. f61Y11S/1 I COPY OT THIS * DUR.FAC. 1. 25ll$II pilmll G O C O O Cl 111 O•A.Y. A'O 611ALL MI M MLIEU'11.31 IN LIM 011&O WAY, OISIGN TO OR (PUSS IOECTEOII COIIPACIOR, S .•-fPl . lO1LL'13 CIAff 11611IUIE p . . [nal mrsmixt rr5161 r mrrmi lm, rm •m0 macron-r,r., '� ._ QbAP Y►TP SCG AGAVF 1 M I. - (A m Job: 0 / TSJ MONO HIP P TOP CHORD 2x6 FL SS T2 2x4 FL 01: BOT CHORD 2x4 FL #1 NESS 2x4 FL Stannard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24,00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADED FOR 20 PLF. THIS ONG. PREPARED FRON-CO94PUTER INPUT [LOADS S DIMENSIONS] SUSMITTEO BY TRUSS MER ***LOAOING ON TRIS TRUSS CALCULATED BY TRUSS FABRICATOR*** s c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. a A (U) i0 PSF SC LL CHECKED PER UBC CRITERIA. ^/ v CONTRACTORS WARNING THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS aC► AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING .. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 0 w cn 1►1 QI 2.5X4(S) 1.5X4 L 4 , 8" 12 �-�— _ — 12'7'4 ---- -----� 2-1,0--8 or 16-0704-0 E4 17'4" OVER 3 SUPPORTS R-479# W-5"8 R-788# W=5"8 R=5380 W -3"B I P- 3930% SP . 0.750 0 C� O C I=3ATRUSS o O C_1 0 0 0 0 o C-7 C 4= f: -:1 -j ' X*IMPORTANT*Y11"I"' E 71EEA[(I PRDDLCT9. ISD. SHILL NOT BE RESPONSIBLE FOR AM OEVIAtI01 FM THIS oESIGH GR THESE SPECIFIVAINEM OR ANI FA1LLK TO HURD THE TRUSS TN CcIF016'&um 17TH OST6a 9Y 7P7. ALPINE VANIEC70RS APE HID2 W 900A GALV. STEEL NEE17NB ASM A446 GA B EXCUT AS WED. AMY C4W;Eetorm f0 E4CN F4CE OF TRIM AND L1LE99 VTIERNISE Lo7ATEG o1. THIS MICH. P=TIGN COHIECEVR3 PEA OALVIWA /30. 150 C JAWF. CESICR S1AIdIOS 1wxFaf01 N/APFUCIJII.f PROV ISMS IF HOS 6 TPJ w EhC3WFR'S IEQ CV THIS DIIAb06 AM%. 10 UE COWM..H1 OrPtf`tEO IFPS 711 OfLY, Allo 5041.E b171 DE MumUMI III ANY 01104 114Y. ■--TPJ - IWSS PLATE 11AJI11H1L H» - IA1 HAPIQUAL (29161. WARNING""'st' INVOW ENMEJAE CAIIE 7'� NAHMLTWI, VECIIGH AND OWING. St3: HIS -Bt at TPI. BET: THIS DESISH FOR ADDITIONAL CPECIAL PERNMEHT BAACIID At OUIRLFENT9. WLESS olwa isE INDICATED. TOP CIDRD SHALL BE IATER)1LT CR4CE0 HIEN Pjwjp LY ATTA01[0 PtVWDOD SWARMS. 60IWH f1*4D HI1O PW%PLY ATiACK.O RTCIa f;II.INO -- SEE ALPINE immoEAL UPIUTE n/t/a11 fon PTaY7P CA/AALL AMUCA13Ga. YU1a MI A UHY VI III . ClS1LN 1R fitVMSF.I[CtInU LaU1AlCIHN. SPEC[FICAI ICY! fill, mmil CGUSfIW611o11 �piES TC LL Q TC OL r BC OL NG.G�S C LL (U) �, 67�� * TOT , Lfl _ y ��\, ��' DUN. FAC . SpACiNG 20.0 15.0 10.0 0.0 45.0 1.25 G4 • D PSF PSF PSF PSF PSF I' AEF 8427--31562 ' DATE 04/15/95 ORW CAUSI1427 103926 CA -ENG MC Al f4 w0: tt+ntr-LA— ANUMIIKINS tUAWV4 / 112 PICK a THIS MS. PAEPARBD FRoi cCHPUTEA tFPUT jLoAPS S 004ENSICN% SUBMIT7ED eV TRUSS HFA TOP CH2x8 FL 80T'CHORD 2x4 FL 01 *x*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORM"K s CHORD • WEBS 2x4 FL Statzdard CONNEC70R PLATES MUST BE INSTALLED IN ACCoRUANCE WITH THE to REDUIPEMENTS OF I.C.8.0. RESEARCH REPORT #2949. � CONNECTOR PLATES DESIGNED. FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A AI&ID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" Q.C. FMT BE PROPERLY ATTACHED TO THE BOTTDW CHORD. SHIM ALL SUPPORTS SOLID TO AEAAING. (14) THLS TRUSS IS MIGNED FGR AMITIOHu LOAD FRCt4 4009 A/C UNIT SUPPORTED OVER 3 TRt6SESr AND LOCATED WHERE 940M. 2 (U) 10 PSF-BC LL CHECKED PER -UBC CRITERIA. CONTRACTORS WARNING - THIS TRUSS IS DESIGNED TO BEAR. AND/QR SUPPORT ADDITIONAL LOADS � AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS AOVISEO DURING r INSTALLATION TO ENSURE THAT THIS TRUSS I5 ERECTED PROPERLY. rn W IN LIEU OF RIGID SHEATHING: � TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PUALIHS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. �. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.(10` O.C. MUST SE.PROPERLY ATTACHED TO THE BOTTOM CHORD. I. FI'5X4 "- _4.6 12 w —12'744 i-2 t 17-4-0 I 17'q' OVER 3 SUPPORTS 3-0-12 3-4-2 R -490P w-5'8 R-8500 W-548 R -664f X -3"S T TVP.- ALPNE T - - Rev 17.3x16 SCA' E 8S 4 375 b t= �, o *Its©1�iAyT* '"F "� >� WARNINC'�' "dam «� � is it 20.0 PSP REF 8427--�4m�a toAcmr= t� Ar te.urtw tint vw m sto Im � SbEmjwA wa, w 4y 1a w0.pi7H�ct19c Aroo tracm- W "m -5L sr v,. S" Tws rtstcatTC 15.0 PSF OATS 081i1196 ! iwc To e6w itir Tars IN oos-ewe �1 ■rqf Q"9V a7 TK. estte tatacc�,ue woc ar.w+aax. SWEL NMTM AM AMC11241 WCLCSL �1wFsj y= � dL 10.0 � "M as 04 a txcc" res cotta. Arry ccvmutos 10 cum s-AcE cr annt98M. 14L5S openasg Vott,%&K S o oome owsA w to rEoxll V BC DL ns ORN CIMM427 163110 CA-EN,G "cia![GT9W TMts AV WLSS 01EWISE LOWED Ot Amt P=T1W atvc® Nlq tY 4TT/G1EG PLVW ! SM kf ra- 204104 uspi jr a 1 BC LL (U) O.D PEF � I ��� PW CPAULV& 110. M c 161/-x;4 C£S1Cv 5TMCws =low x0oftirua l rat►.•lSum or rns [711. l'I IAGUKU_S Yttlt VWFMV 4TTM.i" tQsj ot1l1NC: •- sEr`CO "TJQ FEct«t(:a WI3►lE Q/vatl rno .NOPER * 4 ♦�� * TOT. Lo. 45.0 PSF sru 7T+ Tl.0 P"KVt6 2rfu a w rtc- t�r0ur,t tE49C FM AM tasttuu rrn ttsuap ltsM?I .c snrT N win Jf DL1R 1 . �J � 47 O O r=7 L7 1 7 t6 M.Y. NO Yt,4c Nrt Be KL Rn tFa� ltt 1'Nr au" X0.7. 03tw IG RE in16-.. 8fxxl ltY! tW ^RrCrp1. rr h .�►V' .FAC. _ _ - ,I A Jab: 0 / T13 MONO ORAGB ' TOP CHORD 2x6 FL SS BOT CHORD 2x4 FL Of NESS 2x4 FL Standard I CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/011 SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: TRUSS DESIGN TO TRANSFER EVENLY DISTRIBUTED HORIZONTAL LOAD OF 231 PLF THROUGH TC INTO BC SUPPORTS WHERE INDICATED. DESIGN OF PLYWQOD DIAPHRAM AND CONNECTIONS OF TRUSS AND/OR TRUSS TO SUPPORT BY ENGINEER OF RECORD WERE INDICATED. �3 THIS ONG. PREPAREO FROM COMPUTER 6 DIMENSIONS) SUBMITTED SY TRUSS MFR. L7 XM*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORMMM - a C: SIM THE MAXIMUM HORIZONTAL REACTION IS 4633.830 rw In a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE.NITH THE a REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. Do of IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 @ 24.00` o.c. IN ADDITION. A RIGID CEILING OR 2x4 d3 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 48.00" o.c. An MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. 2.5X4 1.5X4 ---4-B-12}" - 12'7"4 (S) . F 2-10-8 T 17-4-0 C= o [= 0 0 0 0 l7 C= O p 0 0 o c o �ALPINE� TRUSS O 1=1 C= = C1 (=3 17* n OVER 3SUPPORTS R -1681A1 W-518 R-1062# W-5"8 ! •RH=+/-4634# T -I F } 1 A - x*IMPORTANT*W1 ' EIt71kE:9ED aR0011C19, INS• WARNING.`— M2 PEOUTAE EXTAIM CAR[ SHALL NOT EE RESPOtSIBLE FOR ANY IU N "OLIto. ERECTION AND C£IIITION PAN THIS MICH 09 THESE SPECII[CATIOn 09 ANY BRACING. SIE HIO -91 DY TPI. SEE HIS DESIGN PAIWRE 10 BUILD TUE PESG 1N CONFOURAIAfE NIIN 0STW BY IP1. FOR ADDCTIONAL SPECIAL PSOM-MND 74ACINo PE ALPINE CtNtCTCRS APE PACE Of 9DOA GALV. STEEL NEVIN$ &STN 0111R[YENIS. IRLE8S OtN[pNtS/_ INDICAIED. Top MDG CQ S EXCEPT AS NOTED. APPLY COIDECIOnS 10 EAYJI FACE m CHORD SI LLL. 9E UIERAILY URKEO WITH PnXER /8y IRIASID LNLE53 OIHEAMSE LOCATED 011 TH18 DE31611- MSITIOV LY ATTICK0 PLYWOOD SHEATNIHL 9o1TON CNOPD C(AMCTOM Pta CPANNAM 130. 150 C LUOA-F. OCSIGU StANOARDS N119 PROPEALY A11ACK0 RI6IO CEILING -- SEE COIYOPA N APPLICAaE MWINSION3 OF 1117 i TPI. AN ENOIAEER-S ALPINE TEC"11CAL UPDATE ID/111111 fan "WE SFAA OC IN1S OPAIYING NPPLIES TO TIE COWIIUEXI O[P[CIEO 100 MOL APAL.ICATION IIP IM A I:MY OF lilts IN OIN Y, 041 91JIL tall DE MELD tO NOWT IN AIN 0INUI KAY, I D[51YdI TO D¢ Malas [Srumv CIn ArmwiM. a --IPI • IPU53 RAIL 043111UIt. PIS • 57111 IIAIIOAAL Df810N VECIi ICAI ION DOR KWO ECPSIRM11ON R-675# W -3"S M--+/-:46340. (o f0'!' 1 2 ALE 3T 3750 m t427--31564 .D TC LL 20.0 PSF AUSR427 96JO3528 C� TC DL 15.0 PSF r C DL 10.0 PSF 5 ti319I * C LL (U) 0.0 PSF *' TOT. LO. 45.0 PSF CIYt`\�oQ�� OUR. FAC. 1.25 p SPACING 24.0' (o f0'!' 1 2 ALE 3T 3750 m t427--31564 .D 04/15/96 AUSR427 96JO3528 tG MC Job: 0 / 114 MONO v TOP CHORD 2x6 FL SS: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR TEMENTS OFSIµCB.O. RESEARCT BE H REPORIN T 02949. WITH THE IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00` o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER MUST BE PROPERLYUOUS ATTACHEDRAL TO BRACING BOTTOMSPACED 72.00° O.C. CHORD, (S) SOFFIT LOADED FOR 20 PLF. 1.5X4 i.5X4 ( S) -10-8' 2.5X4 4X4,- 2. 5X4 X4/ 3.5 p' THIS DRG. PREPAIeO Fom COMPUTER INPUT (LOADS G DIKENSIONS] SUBMITTED UT IKU" nrn. 0 *XMLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOAK** a c (A) IX4 03 SPACED. BATTACHWH CONTINUOUS) 8dANAILS.6 BRACING° MATERIAL TO BE SUPPLIED AND ATTACHED AT 80TH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. to m (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. �► 0 CONTRACTORS WARNING' w THIS TRUSS IS DESIGNED TO BEAR AND/DR SUPPORT ADDITIONAL LOADS N AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CD INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 1.5X4 M 4X4 qAr ZA" —4 -EI -12 16'7"4 23'4" 2. 2.5x4 T1'7.13 1.5X4 1.5X4 i.5X4 ( S) -10-8' 2.5X4 4X4,- 2. 5X4 X4/ 3.5 p' THIS DRG. PREPAIeO Fom COMPUTER INPUT (LOADS G DIKENSIONS] SUBMITTED UT IKU" nrn. 0 *XMLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOAK** a c (A) IX4 03 SPACED. BATTACHWH CONTINUOUS) 8dANAILS.6 BRACING° MATERIAL TO BE SUPPLIED AND ATTACHED AT 80TH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. to m (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. �► 0 CONTRACTORS WARNING' w THIS TRUSS IS DESIGNED TO BEAR AND/DR SUPPORT ADDITIONAL LOADS N AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CD INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 1.5X4 M 4X4 qAr ZA" —4 -EI -12 16'7"4 23'4" 2. rI. ' OVER 3 SUPPORTS. R-4260 W-5"8 A=1102+1 Wa5"8 R=8ig# Wa1"8 SE 39?�9, PLT. TYP.- ALP NE T U TY - R CA/0/1/0/-/-/F 3 SCK500 0 0 0 0 0 0 0 0 0 1= 0 o cl 1= 0 0 0 o [� G C= O o ALPINE G [= TRUSS O O Ca I= C= C7 G1 Gm C7 +�11IMPORTANTXjN1PtNE ENSIOURED PRQOLCIs, tNC. wAFiNING""' s awl E""PE "' g1YAL NOT BE RESP01gIBLE FDQ ANI )N WHp.1 E14;C1ION 4m oEYUTta1 rsow TNID OESIGH OR THESE SECIFICATIOI6, OR ANC ERLCIND. SEE MB -01 BY TPI. SEE THIS MICH MUM TO BUILD'INI TPRAG the COVr0T4WJM r1TN 05188 SY IPI. FOR Al1DIT30NAL SPECIAL PER)4APEH1 1NACIAa AVM PHINE T M An NIDE or "34 GREY. S1LIL MEP1106 ASIN OUIPEKNIS- UUM ONM_Px(= INDiClTF T 1448 Cir 8 EYCPDT AS MOM. APPLY CONNECTORS TO EACH FACE OF CHORD '.ALILL EE LATERALLT BRACED Y11N PROP rPNSS AM0 M%E13 O14EPHISE LOCATED ON THIS Dt9I6)A POSITION LT ATMORD PLYWOOD 34EAtN11a, BOTTHn+C MMOCTORS PER DUXTIAGS 630, 150 C 16ML-F. OESILN STAHDIiDg rtI1N PRtPEPLY ATTAG460 WC10 Cf 1l tN0 — S aw4FN n/AFPLICIOLC PIIOVISIITIS OF las 6 IP) AN VOI EEW3 ALMA TECHNICAL UVATE CM/9D FOR Pa SEA: OH THIS O11AE)ND WLIES to THE CoMalLNH OEYICTEU HERE D11TMALL APPLICATTCN FLA4)ON A COPY rs NQ. N4 W.Lf. Ara 311AtL Me 0E FELLED 4A'tAH 1N ANY 6114EA RAY, MCGN 10 119 IQI= EPECIM urNPACCor. °__TPI . 111353 PLATE INSIIIUIE. IND - 1991 NATHCrDr. DESIGN gPECiTICAH109 FDR NOCD COMFUUT[Ik4 ESS �Q � C f r � � 63D41 * % TC LL TC DL SC DL BC LL (U) TOT.LD. 2Q .0 M 0 10.0 0.0 45.0 PSF PSF PSF PSF PSF AEF p427--31565 DATE 04/15/96 OR W CAUSA427 a !03329 CA -ENG MC . 1 OUR, FAC • 1.25 SPACING 24 rI. JOFI: 0 / 715 MONO HIP N TOP CHORD 2x6 FL SS :T3 2x4 FL 01: BOT CHORD 2x4 FL /1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED W 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADER FOR 20 PLF. THIS DNG. PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) 5UMLIMU LLT Imms 141-H, C'1 NNMLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORN*X a C CONNECTOR PLATES MUST SE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. a (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. CONTRACTORS WARNING• to THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT AODITIONAL LOADS rn AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. o e,l 0 1 ►IS 1.5X4 1.5X4 4'8.12 'T' 18'7'4 J (S) 16-6-0 6-10-0 2-10-8 23-4-0 I� . ■ OVER 323 -4 - SUPPORTS R-387# W=5'8 A-1151# Wa5'8 R=809# Wal"B TYP.--ALPINE DESIGN CRIT UBC OTY I PLIES- I TOA Rev 17.3v3 SCA - U.e_tllUU 0 C O o p o C=3 OO C=3 0 0 0 o G G C G a o p p ALPINE TRUSS _ 1 RUSS L� o C7 CI CI a C O In C� o o U xxIMPORTANT�Fx"L°01L s1roI1EEOm PrmDlrn. 7NC. SSALL IIOT Be IICSPO11sIsLE SDR AN'! DEYIASLON rOwA MIS DESIGN O[L nwse spEcirICATIONS. OR ANf PA1LVPE to DU[LO 1111 MSS IN CCWCRKU= NI IN 06100 Of 1P1. ALPtm aKwaaRs A1E tare Or zorA my, sten meTtw As111 A445 OR a EPCEPI AS IDTED. APPLY aslemm 10 cue race Of IRUSS AAO LM.ESS O1/ERNISI LOCATIO ON MIS DIPIGt1 POS(11011 a11Htrtwv PER M-41MS LID, ISO a IsOA.F. DESIGN STAINAOS COWOM WAMLCAKC PROVISTOIa Or ms C TP7. AN EPGINEYII'S SIAL LN THIS ommilIG AM,. 10 THE CCWCF 919 DEPTCIED 11ERE IN CKf. AID SMI. 100 4 PELICO IM TH A!It 111IO'0 YAY. a. _IPL • 11USS I'LAIE 1,.IIlUIE. WE - toot OAr HY0.L Rim WARNING`RME9 nEGU1FE E11111W CARE IN W11OLI01l ERECTION A mmilE. SEE Ht6•Sl Bf TPI. SEE lot$ OFS FOR ADD[TMAL SPECIAL PEpMAMNT spAC7t Dumutwm. DlLess Onewnst 1101CA1E0 CHDR9 S11LLL BE LUERALLY ORAGEO NIT" LV ATTAOIED PLYNDOO SIEATRTIAT. 00110/ WITH PROPEPLY ATTADFL RIGID u1t[1As ALPIK lecON[UL LPCLTF. (111/911 FC.'I pFyu DOYPALL AVPL[tAr M MV41%H A COPY 07 7! DESIEN 10 11e IROss e1FC.111R1 Cp'IIfYCl 110. MECIf1CA1101 FOR K000 CHPSUPIf.timl [ Q�oiES ♦ Fy r• 70 tb ��5 pW„ 6 91 Al % TC LL 'TC DL 8C DL BC LL (U� TOT.LD. 20.0 15.0 10.0 0 • 0 45.0 PSF PSF PSF PSF PSF REF R427-31555 DATE 04/15/96 ORH CAUSR427 6103930 CA -ENG MC . T 1.2 OUR. FAC. 1 . 25 SPACING 24 - D' r.• r m Jab: 13 / TSG HIP CORNER GIRO TOP CHORD 2x8 FL SS BOT CHORD 2x4 FL f1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CALCULATED OVERHANG DEFLECTION OF -0.25' DUE TO LIVE LOAD AND o. 1911 DUE TO DEAD LOAD. THIS 096. PREPARED FROK COMPUTER INPUT WADS 6 DIMENSIONS) SUSNITTED UY Ti1U55 MFR n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"w* s c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949, a a IN LIEU OF RIGID SHEATHING• TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. a, MUST BE PROPERLY ATTACHED TO THE BOT70H CHORD. .� 0 (S) SCAB BRACES, SANE GRADE AND LENGTH AS CHORD. ATTACH ONE TO EACH rO FACE WITH 16d NAILS 0 4" O.C. BRACING MATERIA. TO BE SUPPLIED BY o ERECTION CONTRACTOR. ADDITIONAL CLUSTER AS INDICATED BY CIRCLE. m (F) CONCENTRATED LOAD CREATED BY .9-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-6-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. 1.5X4 T 0 N w w A iio 8'5"13 —. OVER 2 SUPPORTS ' R=1654 W=5"B R=1730 K -1"B Sea 3919 PLT. YP - ALP - P TA - - Rev 7.3v3 SC L 000 G [� G C� La C� • 7 , AFAIU7 QC� O **IMPORTANTrl ALPINE WGUEERCO mm's, 1110 SULL IAT BE FIESPOMISLE FOR ANI DEVIATION FAN THIS DESIOH OR THESE SPECIFICATIONS, OR ANY FA/LURE Tb BHILOIHE TRISS IN COI.PGANAIX 1117H OST00 BY TP1. ALPINC CCMCC1094 ADE NAGE OP 200A UAW. STEEL KTIH16 ASIN Ab16 BR B EAOEPT AS NOTm. APPLY CGNECTCRH TD ELCB FACE 0► f"g Aro UIL[SS OTHERNISE LOCATED ON THIS DESIGN, P"MON C&MMECT011S P$iOMMINGS SIO, NEO i tBOA-F. OESIpI EtA1Q1{gS �rORH N/APAICOLE PM TSIQIS OF NDS O 1P1 AN 00000 71y SEAL ON 71414 ORANIJM APPLIES TO THE CONkMiH1 DEPICTFO HEFT 111 ONLY. Mo SHALL IGT K PELTED LPOH IN ANY OIHM Mr. WARNING,"."" m"IPE EXT . CASE IHIHAIDLIM ERECTION A" BRACING. SEE HID -01 BY TPI. SEE THIS DE910 FCR ACOL71oWL SCGIµ PEILW.NFNT DDACIICr. g11REMNTS. UlLSS 01- Mil INDICATED, 'I CHORD SHALL BE LATEPALLY BACED "770 PRCV LI ATNWED PLYMOOD SHEAIMIm BOTTON CHO HUN 1 EPLY ATTACHeD Dlwn cEllTu� -- ALPINE IECNgCAL LIMIT 11/1/9A ►OP PROPS DRYNALL APPLICAIJON ILMIU1 A OOP1 01 U.ICCUR. MICH 10 FIC IRNSS EREC11Ot1 C0NIPACTC.1. SPECtFICA110H FOR "i pM141iucTH011 y Tf1 ^ L^y �\` .(.1 q. ( =.43M5 i�', b9. 6V97 * lr� TC LL TC OL BC OL B1'. LL TOT.L0. 20.0 PSF C 15.0 PSF 10.0 PSF 0.0 PSF Q5.0 PSF REF R427--31236 DATE O4/12/96 ORN CAUSH427 S6]02508 CA -ENG MC FAC. 1.25O SPACING 24 • 0 �� .--TPI - 1FHSSPLATC HIG111VIE, 1177 - Mal HAIRML OESI0N1 w w A 4 Job 11 / T17 MONO GIROE TOP CHORD 2xB FL SPI BOT CHORD 2x4 FL #I MESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CALCULATED OVERHANG DEFLECTION OF 0.09"DUE TO LIVE LOAD AND :O,plyl DUE TO DEAD LOAD. i I I 2.5X4 1 THIS ONG. PREPARED FROM COIMTER INPUT (LOAOS C SUBMITTED BY TRUSS MFR. xxxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**X y CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. T �±- W ARN iNU ES IEOUIPA ERINEIE Ce:E IN LIEU OF RIGID SHEATHING; lu TOP CHORD TO BE BRACED BY PROPOLY ATTACHED PURLINS SPACED BC OL @ 24.00` a.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.000 o.c. FAILURE 70 BUILD TWC mw IN COIFORmAm RIM OSTEO BY In. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ,. (S) SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS CHORD. ATTACH WITH 0 ro 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION 4PPL-1 TO FA" OF CONTRACTOR. ADDITIONAL CLUSTER AS INDICATED BY CIRCLE. !o (F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL. FASCIA FR41ING TO 80TH LYQAITILHED ATLILIESIALLY NOODSIr.A1 IK. 03TIUN VFQPCONNECTOT3 FACES. STRUCTURAL FASCIA TO SUPPORT 3-6-0 OF SPAN TO ONE FACE. PON DPAW NGS 133. ISO C 1DOA-F'DESIGN 51#111 DS STRUCTURAL FASCIA BY OTHERS. 1.5X4 3.5 3X6 (Al) v LV 9'1" Tpq 1.5X4 1.5X4 3-4-8 "I 6-0-0 i OVER 2 SUPPORTS R-12001 W -5"S R=-34# W -1"B r- 1. 11r.— L.r11VC - .H i OTY 4 P TOTAL- p p O O O p - )f * IMPORTANT**ALPINE VISTNSFAED PRODUCTS. INC. T �±- W ARN iNU ES IEOUIPA ERINEIE Ce:E pATRUSS SHALL NOT BE RESPONSlSLE FOR ANY IN ]V.1{L)HA7, ERECTION AID BC OL DEVIATION FRDK EMS DIS(Gm DR THESE SPECIFICATI043. OI ANY OMING- SEE NI9-01 OY TPI. SEE 9HI3 DESIGN jo. C43B45 FAILURE 70 BUILD TWC mw IN COIFORmAm RIM OSTEO BY In. FOR AODITICNAL SPECIAL PERIMENT BRACINGP PSF AIDIEE C0N=TOR4 ARE WIDE OF 7CW GILV. STEEL MET IND ASTEOUMMENTS. IFILESS DTHERMISE TIOICATE0. TOED, 45.0 4PPL-1 TO FA" OF D 101114 IRu53G"VILESSS OIIEOUTISIE tOCA ED ON TN13 ESICAI.CNPGSIIIDV LYQAITILHED ATLILIESIALLY NOODSIr.A1 IK. 03TIUN VFQPCONNECTOT3 PON DPAW NGS 133. ISO C 1DOA-F'DESIGN 51#111 DS WITH PROPEQY ATTACHED RIGID [SUNG •- SE O'FIFOrMW&W"CABIAC MW)STDM OF IRIS CIM. AN EI10UE1R'R ALPIIE 1101NICAL V'OATE U11/91) FOR Mon. =piSEAL O O M O E= O ON VIIS INW [I/0 AMi[S 10 UE CDHi7YlERP IEPICIEO IENF IN 01ky. AM SILL NOT IE RELIED IPOI/ M AIM OI/ER KAY. DFnuALt APR.IQeT [ON. FII►IIW A L[Ir1 of lufi DESIGN 10 NtE ITtlbg LPECIION D0111OAtTOR. T q 39 MC y w l fV• TC LL 20.0 PSF TC DL 15.0 PSF r BC OL 10.0 PSF jo. C43B45 BC LL 0.0 PSF EM' 6p97 * TOT. LD. 45.0 PSF OUR.FAC. 1.25 SPACING 24.0" 39 MC y w l fV• Job: 0 / T38 MONO H TOP 04ORD 2x8 FL SS BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (S) SOFFIT LOADED FOR 20 PLP. 7'13 t__ THIS ONG, PAEPAREO FROM COMPUTER INPUT ROADS C DIMENSIONS) SUBMLTTED BY TRUSS MFR. Nx*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*wmCIS CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH'THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. AL IN LIEU OF RIGID SHEATHING. w TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED v 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. .. 0 m N w 1g 1 2.5X4 : (S) 1.5X4 I4 3-4-8 6-0-0 OVER 2 SUPPORTS R=634# W-5'8 A- 1730 W-1"8 i PLT TYP - PIN I N QTY - S- - A - - F Rev q� 2 1 17-3v3 SCALE - Og5000 0 o e 0 e Xm **IMPORTANT**ALpv* e"S'N"M[D PRDDaCTs IRc. SNALL NOT BE RESPOWOM FD" ANY WARNING," R— RECUIRE EICIREP[ CARE IN HUEIL(lwL EReeTIaN AqD @,QIESS TC LL 20.O PSF REF 8427--31567 DEPIATra" FBa" ills oEscou aR :ese SPECInrcarlow. DR AUT BRACING. SEE NIS-rll DT rP1. SEF THIS DESIGNTC OL 15.0 PSF DATE 04/15/96 FAILURE Ta BUILD tit tMAS IN COMOWANLE n1TH DSTBS 6Y TPI. FOB AOOITIDNAL SPECIAL PEg11AUCHT BgACtm RE,1/�L AFRUSS ALP114 C9SAECTCAS IRE 19DE OP 208A WLV. STEEL NEETDO ASIA A446 aR B EXCEPT AS IAITEO. APPLY COPIECTDATS TD EACH FAZE OF 1111TREPENTS. LPLESS ovF-DWISE ILDLr.ATE4 TO.BC CI16RD SHALL BE LATE111AW ePACEO NI1R PtNiFf DL 10.0 p$F ORN cAUSRd27. s1o353! IRM AID UVLM a1NENTTSE LOCAICD ON THIV CESL�L PG5ITIDN PER LY At1ADIED meow SIIEAlIIDIa. BOTT:H cuaq BC LL 0.0 PSF CA -ENG MCCO111ECFOR3 DWIAES 190. ISO C UWF. OESLGH SUMARDS StfH PRCO "AITACWO RIGID CP.TLIDO -- SE IJPir ra1CorYRof! �` 6�9T tk TOT, LD. 45.0 PSF SEALCQKFCUN This DDM4140 WILMSDIQ T E Cc*nlll "F prplcfLo tw..RE 111 DtI Y. AIA SIIALC 7qf BE I�EL IFD 1/tNl I" AMI 011[AI Mor. DatnuLTM1ICA110H FUYIISIIlollllS :[ETCH 19 fl[ Ilw5s lUEDII/Xl CRHll1A lEw". * OUR. FAC. 1.25 e.l 0 0 o Xaa a ,,,D•I . ITL15 nue Irlsn:ne, lll, . loll IUII(FICL IIESIGR SMCIFICAf1N1 FCTI ttgll LrIKILtiCllall �`' �l4 SPACING 24.0" �o r Jot): DAHLIN) / T19 HOW HIPS TOP CHORD 2x8 FL 81 :T2 2x4 FL 81: 80T CHORD 2x6 FL 82 WEBS 2x4 FL Standard :W4 2x4 FL a1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR 81 CALIFORNIA HIP ANO 83 CALIFORNIA HIP RESPECTIVELY. (H) RECOMIOMED CONNECTION FOR TRUSS 896102508 & 96102509: SIMPSON Luu . SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) NOTE: REACTIONS: R B R3 ARE FOR 01 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. SCAB BRACE/ SAME SIZE, GRADE AND LENGTH AS CHORD MEMBER. ATTACH WITH 16d NAILS 04" O.C. BRACING IMTERLAL TO BE SUPPLIED BY ERECTION CONTRACTOR. (S) THIS DNS. PREPARES FROM COMPUTER INPUT so SUBMITTEO BY TRUSS HFA. 0 XM*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE N REOUIRENENTS OF I.C.B.O. RESEARCH REPORT 82949. a 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. to USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.ORoc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE ,. FLAT TOP CHORD WITH 2x4 HEM -FIR 13 OR BETTER 6 24.00'oc. o ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 a► FIGURE 33..OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS CA DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES 0 EVERY C 05-07-14 FT. cc.. '. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED L 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 63 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED O 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL FASCIA FRAMING 70 BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 3-6-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. CALCULATED OVERHANG DEFLECTION OF 0.09" DUE TO LIVE LOAD & 0.09" DUE TO nrAn 1 nen 139f . -D 7 I A q- i -ts 14'7'8 OVER 2 SUPPORTS Ra1910# Wa5"8 R=13258 W= V6 R3=10730 R3=9518 —T1 1 74 0 0 0 0 o E= xXIMPORTANT)fWLp 4 ERiDFFR10 Ppaol7TA u¢_ .IIL1.L NOT BE WSPOR![RE ran ART, WARNINGrCUM M01116 E11rREME CARL tN xAOLDa, tQEn10R AHD ESS TC LL 20.0 PSF REF R427--31942 0 E= 0 0 0 4=3 0 I= OEVIAT[OIl F1404 TRIS DESI011 CR T`fSF SPECIFICAn0118. OR ART Tatum To euILo EE SPACIM. S11TB-01 eT TPI. GEE THIS GESION Q�' ��� FyG, TC OL 15.0 PSF DATE 04/15/96 O C=3 O O O [=l . O C7 TRE +Russ tN cowomuce 111r11 o6Te6 eY TPI. ALP11E MIA4109 5 APE 11AOe V iOQA GALV. STEEL IREIM; ASTM A446 69 8 EXCEPT As Nona. A—LY 001XECraAs r0 FACm TACE OF rap AMI[aLR SFMAL PEARAIVIT eP.LGEAa R QU1PtMT6. "I!$$ OIREPMSe [I►11CA1E0. 10 CHM SRALL BE LAIVULLY BRACED 111111 i f BC OL 10.0 PSF ORW CAUSA421 9006504 C=3 ALPIN 1"S AND W -E69 OTIPYMILE LWATED al THIS OE6IGIL POSITION PPI10e lY AMOCO PLYWOOD '- BC LL 0.0 PSF CA -ENG M O COMM" Pal SIEAV+11f,. Balsam C 1�G38}5 p/A11Ila5 1?0. l50 C sfiObP. 0[5104 sTAlOAp05 Gas"M M/APRICAME MOVISIMa OF WS C TPI. AH tlq[1EMS 111tH FOMM-T UTACHEO $11011 GE1L110 -- SE XX 6307 * TOT Lo. 45 0 PSF ®II II 1 p C V J TRUSS SE)1 OM 1116 ALPIDE TE0111CAL LPDATF 1//1/911 TW PW/PE * . • ��III�I II I (EI II I C]cm oanmc YRLEeS to +IC cawa11CR1 DEPICTED DEpE RI �Y. AM 511114. Ibr pE roruv) IPIM! DI ARY OIIfA MAY. OaYMAR APF<IC1111p1. FWgyl A COP[ UI fN15 -1 C�Y�`' DUR ,FAC . 1.25 yp6d111 Ilplr �EII� 111■II 1 MUSS TIAIE 111%11 last. IMS - 1101 pAtiM0.1 RFS101 OESIGu t0 IIC Ty F, . EW:C11014 CIO all MCCIFIrAlMIA— awm r.nxrmm....a ,fl j�iA• _.sl��� �� QnArr►.r CRC AE11%U;: JDD: If / 19A MOM HIPM TOP CHORD 2x6 FL SS :T2 2x4 FL #1&Bet.: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL, FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADED FOR 20 PLF. i 2 ORG• PREPARED FAQM COMPUTER 96103534 s DIMENSIONS) SUBMITTED BY HKxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORN** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"OC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00"oc. FIGURE 33. 33. OR HIB -91 WITH 2-tBd LS AL 6).OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. i l94 3X4 T2 nxa 3.5 3X4 (Al) f•fl! •f 1.5X4 X 3Ri-- 1.5X4-f--•(� 2.JX4 ,(S)( 2- MFR. 1c', a C Mn a ON 14.7"B OVER 2 SUPPORTS R-1070# W-5"8 R=9511 Wm1"B T TYP - ALPINE S T 0 Y- OT a C CA/011/0/-/-/F Rev 17.3v3 Se 083750 0 O O 0 0 o a o C O O G Gl Ll M*IMPORTANTXXALPIae E?YtAEERm Piv�DlmsL iNe. SMALL NDT SE eIFSPO1DiBLE FOq AHY DEY UITIOH fPON IN1S BISEeaI 9R fIESE SPEG7F ICAT[b13, MANY WARNlNGrFts e,w' errREls c41Q AH HL-R1l INO, ERECT [ON AND BPtCING. SflE H[B-B) Bi TPI. SEE TRIS COIGN T,pLESS `OQ TC LL TC 20 .0 .i C PSF REF R427--31970 0 o Ea o FAILIWE TD BUILD IHE TPIASL IN GDWVZ-ICF WITH OSTBD BW TPI. ALPANE FOR ADDITIONAL SMIAL PEARALENT DRACIIG Qy OL 1 J . PSF OATS 04/ 15/96 t� C= O O WKW CTGRS AIB WIM OF 200A QALY. STEEL KUTIND ISTH A44B N 11 CROP A3 MOTED. APPLY DON1EctoR7 TD EACH ►ACE DF GOIRMN13. [,"LESS OTHEwIISE INOI Eq t CHORD SIVILL BE LAIEAALLY GRAM WITH y BC OL 0 .0 PSF ORiI 96103534 o O ALPINE [� � TR6S Aro VUSS OMINISE LOCATED ON THIS OESIGO, MITION COMJECTRgq MR OgW'RoS 170, ISO 6 16OA-F. OCS16R STAICAROS LT ATTACHED PLyh= SHE&jw11C, BOfTCN Clio WITH 020PEALY r '�O BC LL 0.0 PSF CA -ENG MC 3 o TRUSS Co"roo V/'PPLIC1ELE tYmINCOUS IF NOS C IPI AN EACIeEM S SEAL Her nns AtIKNED P1410 CEILING — S ALPINE TECiRIECAL eiDATE [1/[/911 fORo. uoi.G3845MPA 63Dg7 * TOT.LA. 45.0 PSF = O f� C� C=3 l� buRun APR IES TD uIE ctrm�¢BI 11EML•1fG 1r.PE Di blV, A)D SUAlI WT BE ML1ED I/PUN IN ARI ODOR WAI. ORTWALe. Mit[CA710N. yLY1H)SH A COPY v 1-I[, O[SICN TO llt: OAlES tlWiCllbi CV)TML'tM. `' OUR.FAC. . 2FJ r• -IPI . NNSS RAPE 11MMUTE. IM - 1271 161TItUTAL OES]OO ISr•ECtr ICAi[UN TON *nm V.41" HICTION fl �\ SPACING SEE ABOVE ON / T20 MONO fOP CHORD 2x6 FL 02 :T2 2x4 FL #1: 30T CHORD 2x4 FL #1 WEBS 2x4 FL Standard 11 'ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES B 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR #3 OR BETTER @ 24.00"10c. ATTACH WITH 2-16d NAILS S 2x4 DIAGONAL BRACE. PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6).OR CA -HIPS DETAIL C0110. SUPPORT. HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. 2.5 T DWG. PREPARED FROM COMPUTER INPUT (LOADS & V*VLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**% CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. IUI 10 PSF SC LL CHECKED PER UBC CRITERIA. CONTRACTORS WARNING• w THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADSIn AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, o w CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS `4 ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL Q1 PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 6 24" O.C. IN ADDITION. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72" O.C. MUST BE PROPERLY ATTACHED TO THE BOTT%1 CHORD. 0 k, 0- 12-6-6 17-2-0 4-7-8 T _F10 4 Jfyr b r m A N A IV 19'8"8 OVER 3 SUPPORTS R-930 Wo5"8 R-967# W=i"8 Rs9640 W=5`6 SE 74067 T TYP.- ALPINE DESIGN CRIT 0 Rev 7.3 6 SCA - 0 3750 0 0 0 *►�IMPORTANTIEx"E'er'" 0 °"°°"' "� WARNINGIrS9M4O`"' E!140,1E CARL 'WaLsta EPECTION AND �y TC LL 20.0 PSF REF R427--31606 0 0 0 0 0 0 o sNALL Nps BE PUSPOHMLE FDR A10sN OE1E1,11Ot1 Timet ImIS OESI60 OR HESE SPECIFICATIon.. OR ANY OFACM. SEE N70-91 Of TPI. SEE THIS DESISN �aQ�OiE � ,o OL MO PSF DATE 04/12/95 C� C= a [= PAILWE TO WILD WE 7PU33 IN CIRPORY04CE Nil" OSTEa try tPI. REETINP ASTM FOR ACOItIC1DL SPECIAL PEIINASENI 64AU IS PE WIPENEIIT7. VInESS OTIEwiISF INDTCATE0. T19 5 ! DL 10.0 PSF ORN causR427 6103576 p p p C� t= C=3 p p ALPINW. C CameCTOPS ARE NIDE OF 24OA CASIM A446 DA D [CCEP) AS NOTED. APPLY CONECTINIS TO EACH FACE DF CNOPO SKULL HE LAIEPALLY OWED NIT" PROPER tb. CA tj B LL (U) 0.0 PSF CA -ENG KC/111.1'.. o ALPINE d TUM AM CIILEW 01YE4.1I E LOCATED 01 TRW OCSIGK POSITION COIII�CTpS! PER WD --166 li'J, 370 i f04ArF. OESICJ SIA/0.1705 LY Ali ED PLYNDJD SIEAIRINS, 0011471 ao10 N[T11 PROPERLY AT7ACNE0 RIGID CEIL 7.9 SLE yLp [ 6'7✓�IQQ T.LD. ,5 41.25 PSF 1�'llm1plilipli G d CJ _ TRUSS 7= CCWGIW N/AFPUCASLE PROY1SC01Ls OF ins 6 1PI. AN EnGI1FEA'S SEAL ON IMS ORANIO6 APPLIES TO II! CMVn[OI UEPICIEO IERE F ALPIIE TECI+ITC/C LFOA7E Il/1/9U FonfRy'ER DRCAN.L APIs I'..ATIa1. ►Ut"SN A ONY tF IIIIS *Cly}`tUR.FAC. �.7 G0 1•2rJ' 'lu3l'I �I C DI i111Y_ AL4 514LL N71 D/. PILIN ITIHI 111 Aug DTI FIT NAY, O[SI64 10 11U in" EPL'C 111** CONIPAC-IR1, SEE ASO 0 o r_7 rra �� .__, . _ ......,TIF t 11...., m. - mm 11Allnqu timmu vic1FUDL111NITim NvN1 mmilP1r.7-m SPACING b r m A N A IV OAHLI TOP CHORD 2x6 FL 02 SOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard rat mnm IS CONNECTOR PLATES DESI6NED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. I IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO 2BETTER CONTINUOUS LATERAACEILING RIGID @ LBRACINGSPACED @ c 72.00' c. OR . !MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5 aa THIS DXG. PREPARED FAOM COMPUTER INPUT {LOADS S OINENSIONSI SUSHITTED BY TAUSS MFR A uaKLOADING ON TRIS TRUSS CALCULATED BY TRUSS FABRICATORMax a c (A) BEXEGUALLY SPACED. BETTER HW17CONTINUOUS28dANAILS.B BRACING � 14ATERIAL TO BE SUPPLIED AND ATTACHED AT -BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. y CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE.WITH THE w REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. m CONTRACTORS WARNING ~ THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS W AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. v I '4(26'3750 --31807 0 hO 4112/95 17-2-0 - 427 6103577 I CA L/ 198°8 _I OVER 3 SUPPORTS R-6230 W-1"8 R¢63# W=5'8 R=898+ W-5'8 F Rev 3u PLT. TYP — ALPINE O f.7 O O N U itMIMPORTANTMWL°'AHENa[rE m °`rAwr% J4°' BE AESP011SIBlE F00. AM WARNINq'sSESRFAIIIAEexr�WEDARE N 11A1A%1Stq EPEC) IDV AVD Q@Of LQ li�. TC LL 20.0 O PSF O O O OkTRUSS SNAIL NOT D5VT0.t I011 rM IRIS OI51011 09 THESE SPESIFICATIONS, OR ANT E0.TC11lC. SLE N:D�tI BT i°T. SEE rR19 tES1SN �Y DL 15 • PSF G p ratLL E TO RUM SHE TIMS ID MWOPMANCE vITN 05100 0r TDI. 4STN FOR AODITONAL SPECIAL PER4ANEM SRAGIRS Oi tU1RElENTS. WILEss OTHUNISE ImIcAl". TOP r DL 10.0 PSF 0 1� ALPINE COIDEOTM AFE KIOE Or 7204 GLLV. SIEEL 11E10" A4B DR B EKCEPT As 112TEO. AFFLT C0114UTORS TO CAO$ FACE OF CICRD SCALL aE LAIF.RALLY aPACEO BTT" P1tO1K11 �G3$45 B LL (U) , PSF cm O O IMM AO UNLESS 0f8EMSE LOCASM ON THIS OESNV. POSTTEON CONIaECTV1S PEA 69AS11I'is 171, fU C )BOA -F. D-S]cP srfjwFm I IT ArTACIED PLTIIOOD SWITRIN', aorta. FM90 IrI1O PROPErtl ATTACIEO 01010 CPrLM --• SEE 00 7 * T. 45.0 PSF O0"HE O PI APIIICADtE PROlISIU1S OF MA C IPI. Al, EIATINEPA'S SEAL DN TRIS oRMinc Ar4Ll[S ID ilf: CONPCfiEAT C[PIC1F0 14nt XV11E MCNIdCAL LFDAIE (7/1/01) FOR PROPER DEYCAII APFLECAT[a. 71.A+]SiT A COPY OF rills 19 IHIE SL n'�`� ��� N cc UR �.'AC. ,1 C 1 • �J O p 1= O G7 C_7 O D+UIIPI AVO SKkLL I rDS •ovi IN 01971 ollnt lull.) Or:ilO DES IC Ir T[a.110N rON P xdJO Mr..IUDCTI]ON� SPACING 24.0' r maiIUIE.I I '4(26'3750 --31807 4112/95 427 6103577 A CA L/ iffr llf ilff Job IM / T27 HIP H TOP CHORD 2x8 FL 01 : T2 2x4 FL ti: BOT CHORD 2x6 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. /1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSI8ILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (C) RECOMMEMED'C"ECTION FOR 6-111-0 SETBACK HIP JACK AND END JACK: SIMPSON LTHJ. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS AND BOLTING SPECIFICATIONS. UNLESS SPECIFIED OTHERWISE, SUPPORTED ME14BERS HAVE IDENTICAL LUHBER SPECIES, THE MININL14 HEEL HEIGHT OF SUPPORTING TRUSSES.) (F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL FACIA SUPPORTING 3-6-D OF SPAN TO ONE FACE. STRUCTURAL FACIA BY THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) W4ERE SHOWN. NOTE; REACTIONS: R 8 R3 ARE FOR 111 CALIFORNIA HIP AND 63 CALIFORNIA HIP RESPECTIVELY. 4X6 T3 THIS UNG. PREPARED FRUH GUNPUIEH INPUT ILVALM Ai U1P1tNb&UN0) OUOP111Ia- u. --w— (S) SOFFIT LOADED FOR 20 PLF. r•1 rc'S 405• . 1 I-� 6-0-0 13-2-0 4 -1U -U 0 24-0-0 3118 24' �P OVER 2 SUPPORTS A-21130 WA5'B R=2471# W=5"6 R3=1333 } R3-1613# (C) 1390 • 1390 (C) PLT. TYP.- ALPINE- GN RIT W8C_ - - r Hey i jug E. - u SJ n 2 Complete Trusses Required **IMPORTANT*1I -'fA E-11-Ol" FROmi , "'n' SHALL NOT BE RESPON9EOLE FM ART CEVIAMNFF041A15OESIW OO ISM S_PECIFICATIO113. M MIT PAIUFE To Will 1NC TRUSS FN CTDi0R UME "ItH 96119 81 177. ILPIiE mfTECTORS ARE MADE OF QOOA O1RS. STEEL SICIII40 AST" A445 0R B MEAT AS IaIEO. APPLY Ctl/RECTORS TO EACH FACE OF IW35 Ma IMES6 9TK MFGE Loww CPI IF is OIsi6U Posts low W91ra 1 MI FIR CNAB PO 130. ISO F 100A -P. i. An STAND— Fd11R0ii1 M/APPLIC►OLE wIDYIUTf17 OF (KIS C iPl. AH HK:1tEEA'S SEAL CH lCfs OMAIN6 APPLILS TO 119 CCN'GWERT OEPICTF•D HERE llirtl VI'IM/111^• AfOOS'KLn iINIiIDIN, WARN INGnlwms AEO02AE CO1AL1% CRAM IN FMOLINO. ERECTION ARD DMI119. SEE 1$8.91 BT T?I. SEE THIS 00=N PON ADDIT19ML OECIAE PENUE61 MACIIAF COMMENTS. UAA75 OAITPIIISE IIDICAIECi T CHORD SHALL BE 1AfE11ALLT OYACED 111TH PROPE LT A,rAO1ED FLT119CO SIEAIHILG "ITCH 0" SITH Etro17 ATTACHED RIGID CEHIsO Fn SE ►IPUE fFUIIIUII IpMfE U/1/911 FIM( PIIaVR QM^U. APRICAIItli. IISPI611 A COSY OF oils U:A UIIIi7110s EM4 1134 H5111 WAIffi. En NAILING SCHEDULE: (10d�iox-halls) �D TOP CHORD: 1 ROW 0 11 O.C. ro BOT CHORD: 1 ROMP 0 16" ox. v WEBS : i ROW 9 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS to IN EACH SON TO AVOID SPLITTING. rp 1t**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOANN* O In CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. tx USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES 9 24.0'oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER 0 24.00"oc. ATTACH WITH 2-16d NAILS G 2x4 DIAGONAL BRACE PER HIS -91 13.2.1(FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. (S) SOFFIT LOADED FOR 20 PLF. r•1 rc'S 405• . 1 I-� 6-0-0 13-2-0 4 -1U -U 0 24-0-0 3118 24' �P OVER 2 SUPPORTS A-21130 WA5'B R=2471# W=5"6 R3=1333 } R3-1613# (C) 1390 • 1390 (C) PLT. TYP.- ALPINE- GN RIT W8C_ - - r Hey i jug E. - u SJ C= Q a o a o C=3 o CM CM o a a a a C� a G a O a c v a a C d AIPIN E a TRUSS a �1 r•. C� �� F ,USE **IMPORTANT*1I -'fA E-11-Ol" FROmi , "'n' SHALL NOT BE RESPON9EOLE FM ART CEVIAMNFF041A15OESIW OO ISM S_PECIFICATIO113. M MIT PAIUFE To Will 1NC TRUSS FN CTDi0R UME "ItH 96119 81 177. ILPIiE mfTECTORS ARE MADE OF QOOA O1RS. STEEL SICIII40 AST" A445 0R B MEAT AS IaIEO. APPLY Ctl/RECTORS TO EACH FACE OF IW35 Ma IMES6 9TK MFGE Loww CPI IF is OIsi6U Posts low W91ra 1 MI FIR CNAB PO 130. ISO F 100A -P. i. An STAND— Fd11R0ii1 M/APPLIC►OLE wIDYIUTf17 OF (KIS C iPl. AH HK:1tEEA'S SEAL CH lCfs OMAIN6 APPLILS TO 119 CCN'GWERT OEPICTF•D HERE llirtl VI'IM/111^• AfOOS'KLn iINIiIDIN, WARN INGnlwms AEO02AE CO1AL1% CRAM IN FMOLINO. ERECTION ARD DMI119. SEE 1$8.91 BT T?I. SEE THIS 00=N PON ADDIT19ML OECIAE PENUE61 MACIIAF COMMENTS. UAA75 OAITPIIISE IIDICAIECi T CHORD SHALL BE 1AfE11ALLT OYACED 111TH PROPE LT A,rAO1ED FLT119CO SIEAIHILG "ITCH 0" SITH Etro17 ATTACHED RIGID CEHIsO Fn SE ►IPUE fFUIIIUII IpMfE U/1/911 FIM( PIIaVR QM^U. APRICAIItli. IISPI611 A COSY OF oils U:A UIIIi7110s EM4 1134 H5111 WAIffi. QA,QiES .o c f f�Pl �.(Fj r 'A tftu W�p �, 6.7✓A� * ;l ��� ���`•'"� C TC .LL TC OL BC OL BC LL TOT.LO. 20.0 15.0 � O .0 0.0 45. 0 PSF PSF PSF PSF PSF AEF 8427--31943 DATE 04115/96 ORW CAUSR427 fo68o5 CA -ENO MC l(/� OUR. FAC . . 25 SPACING SEE ABOVE AIf RIII.IW 11 •i 17.11 IILSIf.114UM T A DAHLIN) / 727A HIP If TOP CHORD 2x6 FL #I :T2 2x4 FL f16Bet.: T3 2x6 FL SS: 30T CHORD 2x4 FL 01 WEBS 2x4 FL Standard :Rt Slider 2x6 FL #2: BLOCK LENGTH - 2.660' :ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. VOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.35 ". EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.21 ". JSE THIS DESIGN FOR COMMON HIP TRUSSES 9 24.0'OC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE =LAT TOP CHORD WITH 2x4 HEM -FIR 43 OR BETTER @ 24.00"DC. ATTACH WITH 2-16d MAILS 6 2x4 DIAGONAL BRACE PER HIS -91 13.2.1 =IGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 T'HRU 6I,OR CA -HIPS 3ETAIL CD1f0. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. (S) SOFFIT LOADED FOR 20 PLF. 4X6 J 13 0 THIS OW6. PREPARED FROM WNKLOAOING ON THIS TRUSS CALCULATED BY TRUSS FABFIICATORVM* RECOMMENDED CA14BER 1/2' AT MIDSPAN BETWEEN BEARINGS. (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL 70 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING, T 27 A I" OVER 24SUPPORTS R-13540 W-5"8 R-1590# W=5"8 24 aL V. I. to aI 0 co In ALT. TYP - LPIN S U C 0 - F Rev 17.3u6 Seq: 74039 500 0 0 0 0 0 0 *)(IMPORTANT* *ALPINE EN;INEERED FMMGTS. lm- WARNINGt"" 11ENIlIRE Exutl* CAnE TC LL 20.0 PSF REF RA4L27--31949 SHALL h9T a¢ FESPONSME FM Aff 14 KWXIM ERECTICI AND 7,pfESS AUSS � DETI#.10[II PPCN TNTS SESDS9 OR THESE SPECIF=TIONS. 4R 4IIF 8PACTNL. SEE M18 -0I BY TPI. 9EE TNIS msism Q TC OL 15.0 PSF DATE 04/15/96 � JAMU ETO BNL0 TNI TMAS IN oWO WANS:NTT# Own BY TPI. FO9 Am1TIDtYL SPECU7 Pewmi I a4AL]N9 Re� ALPINE COUI.ECIOPS APE WDS OF ZOSA W.LF. STEEL NTETIHO &SIN OUIPENINTS. MESS GIN. -Rase 11.OICAIFA TOP BC OL � 10 •O PSF ORW CAUSF1427 961@6911 &446 CA 8 EXCEPT As NIXED. APPLY CONICCIon3 TO EAcIt FAS[ of CN4m "LL BE LATERALLY SRACED WITH PRDPE T%UW A30 LCUSS OTHERWISE LOCATED -N THIS OLSIO11. POSITION LY ATUDIED PLF4OOD SUEAIHINS. WTI)( C110N BC LL 0.0 PSF CA -ENG MCCANECTOUS PIR OFAR049 17D, 150 i 160#.-F• DESIGN SIAADAPIS 111TH PRDPIRX UTAMO 41610 ff0.I1:6—gETOT.LD. A5. O PSF MfO1D111/APPLICABLE FFM(STCNS fi FOS C TPI. -AN ENGINEER'S ALPINE IECN71CAL LF04TE M ST, FOR mDPE 6�gt '� IISEAL DY THIS WANING !PINTOS 10 11E F.OHit JI9 OFP[CIED IERK DPYNNL APPLICUIOH FOIXI[SM A COPT OF 1N [S * II OUR. FAC. 1.25 N� C� C1 t� 1� =3 DI Ox1Y, &w slult ICT tE PEtlm uvaF ul un ourq WAY. DESIGN To [N! 1OV56 trtIL111Y1 Mn1,Ar,1pt. �t 1 A --IP • VMS PLAIF DL,IFIUIE, WS - 19[11 UAIIIPIAL DESIVI G'YCIFIF,A11,111 Fro% WOOD OOI13MMltd1 `P , Q� SPACTuG SEE ABOVE 0 An m .lob: 0 / T28 CONN r TOP CHORD 2x6 FL SS BOT CHORD 2x4 FL 01 NESS 2x4 FL Standard :At Slider 2x4 FL Standard: BLOCK LENGTH 1.500' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. i (S) SOFFIT LOADED FOR 20 PLF. I I I 5X4 (A T3 THIS ONG. PREPARED FROM COMPUTER INPUT {LOADS C DIMENSIONS) SUBMITTED BY *NHLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOA*X* CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE PITH THE REOUTAEMENTS OF I.C.8.O. RESEARCH REPORT 02949. (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 /3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -TZ6 �tp�4 TRUSS MFR W al M 0 w c" V W 0 i (A 12-7-0 _I_ 11-5-0 1.5X4 (S) , 2.5X4 r,* 24-0-0 4-6-8 24 ' �I OVER 2 SUPPORTS R=106119 W=5'8 I i Ra1471# W=5"8 T TYP - ALPINE G T PLIES- TOTAL- CA/0/1/0/-/-/F Rev 17.3v3 SCA' 39017 00 0 0 0 o c v EAA O =3 1= [_ C=3 C7 **IMPORTANT* PDOw"- lNc. STALL NOT BE RESPCN4IELE FOR ANY aEPlAIION fDCN TRIS ['ES16M GR TNESE FiPffIIF/[:AT1aAS. OR ANY FAtUM TO BUILD TBE IRM IN CSPFOf01AM MI iR OST11A DY 71`1. ALPNK CQAECIORS AM WOE OF 2084 OALV. 31ICL ImIfllia ASTS 48 CA 0111MY AS FATED. APPLY COTlECTOPS 10 EAW FACE OF IR133 A. LFA LES almmtss Lae+TED ON EN13 Dn1fA POSMON fVaEaTW3 Dpi 04,1111141 130. 170 C IBCA -F. DESIGN SINIZI 8 CDWMR1I IVAMIURLE PROYISIOM OF WS C IPI. AN ENGIMiR-S ON THIS W AIAD APPLIES TD TK OIJ-W0"f DEPIGIED 1[OE IN OfAY. AID SMALL NOt BE RILIkO LRN IN M DII[R W. WARN INsIm.'S �OUIIEEEIROIEWE IN 11NOlIEfy ERECTION A•A OAACIIA. SEE HlB-01 BY TPI. SEE TN19 OESISN FOD ACOITWIll. SoFC1AL PE smgvT BROOM D$ OOIPE)"14. L xen OINIIUflS[ 11@[CAfE4 TCP COOPO SWILL BE LATEIWRY B%AtEO 0110 LT AITACIED PLYf W SIKAINING. SD110NBC 11ITN PAPPER" ATTWSD RIGID CEILING — SEF� ALPII* TECINtefi UVATI UI11011 FUD PROPER ORFaAIA APPLICATIaN. FUIVIY.II A Cm OF lift% DESIGN to FIC WISS ERECIIWI C011UTACI W. 3PCC1f ICAs IoN FOR licaD gNISUUC110t1 QT'Of�S Cy% % * �'SEAT A it �! \`O TC LL T(�, DL 8C. DL LL (U) TOT. LD. 20.0 PSF .0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF 8427--31808 GATE 04/15/96 ORK CIRW42T 6103978 CA—ENG MC OUR. FAC.. 1.25 P ING 24.5-d •--IPI • TOUSS PL41E III5T110fE, MD9 - 1%01 WI)OWL DC976U 0 i (A JOD: U / 7Z9 WAIN N TOP CHOAD 2x6 FL 02 BOT CHORD 2x4 FL /1 WEBS 2x4 FL Standard :At Slider 2x4 FL Standard: BLOCK LENGTH = 1.500' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. , (S) SOFFIT LOADED FOR 20 PLF. a oK6. PREPARED FROM INPUT (LOAOS 6 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR+t** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED PURLINS SPACED Q 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 2q .5X4 IU -4 -ti _1_ 11-5_0 I ] 21-9-8 ®1 4-6-B i0 21'9'8 OVER 2 SUPPORTS R=945 W�5'8 R=1388# W=5"8 I - m 0 .0 L) Ln P TYP - ALPINE Y TOTAL- 0 - .3v3 SCA 390. 00 C= c a E� O C= 4 o 0 0 o o o o C==3 o C= C= O ALPINE _ TRUSS o C� C= C=3C=3I=T I2 C=-'VEVIOUN C C7 o **IMPORTANT**ALPINC E1L1NEEgED OR0011CI% ITN;. SISLL Abl EE AlwthI1I1U.E FDR AIFE FNON THIS OESIGV BR THESE SIMCIrICATIONr. Da ANE rA1LUE TD BUILD TOE SPAS IN CXWDAWME If1IH Mae BY TVI. ALPII! WNIEC1040 APE NIDE OF 2DS4 GALV. $PEEL NEETIND AEIN MAS fin B EXCEPT AS LIDDED. APPLY WNA5CT045 ID EACH FILE OF TOM AID NNLE" 0TIERNISE LOCAM ON THIS DESjGtL PMTTIDN WHWVGA PER DOAIL6S 130. ISO C 1DOA-P. CWISW STAMAWS C0ITTCM %I; PIICABLE PROVISIONS OP Mn C TPI. AR11,C)IIEER'S SEAL DN THIS DRANJUG ARLIfS TO DE CMftMII DEPICTER KFIF III M.Y. AID SWU WI M NI.AEO "I IN ANE OILERAX M. WARNING 1EOUIPE "Ta '" CARE IN NkNMILIO. ERECTION AM EAACM EEE M181 -St BY TP1. SEE THIS DESIGN 1`00 ADDIIIGTUL SPECIAL PEARAMM EMILI: W OUINVENTs. BKEss OTIEPN1sB INDICATED. TDP CMM SINLL BE LATERALLY ERACEO O(TM LY AETACIED P ymm 5W"IK BBIION z MPOIL ■I/N OT ATTACIED RIGID CEIL(C — SLE ALPINE TEOMTCAL DPDMIC 471[/911 F04 PRAPEA DA19A L APPLICATION. rWNISII A CDD7 0r THIS nit"mu, r0 nIMM bxcIIOII CWrpzTOq. If SS �O �y6' � � 5 r * * (7Q. 6 � p �C Q TC LL TC DL BC OL BC LL (y) TOT. LD. 20 : 0 15.0 10.0 0.0 45.0 PSF PSF PSF PSF PSF REF R427---31813 DATE 04/15/96 DAW CAUSR427 96103383 CA -ENG MC OUR.FAC. 1 .25 a. -IPI - MiISS PLATE INSIRUIE. SIUS - 199L W110"L DFSrSN ST9C1►ICATION FOO ftW CNIL-IIPJCIIOII SPACING 24 . 0- I - m 0 .0 L) Ln Job: (DAHLIN--8RUN06HAMXINS OAHLIN) / T30 STUD CUM N TOP CHORD 2x6 FLS BOT CHORD 2xB FL WEBS 2x4 FL Standard :Lt Slider 2x4 FL Standard: BLOCK LENGTH 1.500' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. (H) REGOMWENDED CONNECTION FOR TRUSS 96099533: SIMPSON HU628. SEE TALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE ECIFIED, SUPPORTED MBSERS HAVE IOEPMCAL LUMBER SPECIES AND MINIMUM EEL HEIGHT OF SUPPORTING TRUSSES.) 3X SJ T f I THIS um. FAEFAREA FHUM t.'UMIRA1tH 1WLJ1 LLUAUS F, 104"t IUM I yuDnL-r Icu 01 InU.7.l rrn. 2 Complete Trusses Required n a TC LL TC OL BC OL BC LL (U) TOT. LD. c REF R427--32065 DATE 04/15/96 NAILING SCHEDULE: 00d�oxsai2s) s TOP CHORD: 1 ROW @ 16 D.C. OUR. FAC. 1.25 B07 CHORD. I RON @ 160 O.C. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS m IN EACH ROW TO AVOID SPLITTING. m ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** c m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. w IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACEO.8Y PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 a3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.000 o,c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (S) SOFFIT LOADED FOR 20 PLF. IN ADDITION TO NAILING/BOLTING SGiEDULE SHOWN ABOVE, USE 6-t6d NAILS AS SHOWN BY CIRCLES FOR FORM TRANSFER AT CONCENTRATED LOAD POINT AS EACH LAYER IS APPLIED. T30 :LL14 9.i. :V 1.5X4 3X8 9-1-B 0_-5r21-9-8 12-2-13 4-61 - 61- I 21'9'8 OVER 2 SUPPORTS 1' oIo 2 R=12681 W-5'8 R=2451# Wa5"8 (H) ( 1735 11965 I(C) AI CIMP nreTr_u rorr Isar • re/n/s /n/_/. -/F RF 7� w 0 0 0 0 0 o 0 o sa (� O p d L7 [� D L= [� p p' O C� p ALPIN O [� G LL�� O TRUSS .rte r C= O O O G7 C. M*IMPORTANT**ALPINE EMUIEECED 'NOW1E, IMC. WARN ING'v� RIDUIPE E:InEHE Me SKAU NOT BE RESPZK31ME fOR AWIv HU40LI EREc1taA Alm DEVIATION FROM TE19 DESIC4 OR THESE SPECIFICATICNi OR AW BTIACIW6. EEE H18-91 B1 10[. SEE 7H18 CESIO FAILIXE TO SULLD TUE 1RJSS [N COMFO R MV AIITTA ORBS By TP[. FOR ADDITIDIAL SPECUL PEPHARM ERACOW ALPINE VOMCT049 APE HLM Gr 2DEA CAV. SI1CL HEEM0 ASTM OUIPEHENTS. ULESS OfHERE[SE IIAICATEDL T A44E OA D EXOEPT AS 10FED. AML1 COW. C9CM TO EA01 r= OF C80PD SMALL EE LATERHJ.1 WKED LRM IROSS "ID L'L[S$ OTIf7L11SE LOCATED OH THIS OtSIGN. POSITION LT ATTAINED PL1A000 SHEA1HIN6. ICH F COiILOW IrS IPERVt CRALDI65 VIS 1S0 C ADOA•F. OEIIG71 S OXIA'S 111H PROPEPLf ATTALIFT RUJI CEIL II.G -- fON/0Rr K/WCL ICABLE A70VIS1019 OF fBYJ 1. 1P1. Al EI1011[EP'S lLP [IE ttD1E1CA1 1Mul7E (f/1/911 f•OR SEAL An THIS ORAEIID APPLIES 10 rIA( CCIFO4tRr IIEPICIFA IWW UPTIALL APRICATUN TUIR(ISH A COPI Ol f111 TN Gli. AM CIYLL (IDT RC MOLD UMM IH ADL OIIICR UA�I. OCE IGN TO 1rR Nose titteual cur rMCfOR. .-1..101 • 1PDsS FLAIE II(STI IVIE, M9 • T99t IIAr1011111 DFS16H SPECTrrUAT10N f0R YrAD vairsinu 01ESS 4Q• ND rj43845 � MI f e a �f C � � � IT �`• TC LL TC OL BC OL BC LL (U) TOT. LD. 220.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 45.0 PSF REF R427--32065 DATE 04/15/96 DRrf CAUSR427 6106922 CA -ENG MC n B 11111TTTIIZZZIIII' 1I'A',SIIL� I��I�i�II ILII�jl1���l1� OUR. FAC. 1.25 SPACING - 24.0• Job: (OAHLIN--SM1406HAro(INS DAHLIN) / T31 STUB CONN11 TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL !1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS --91 TABLE 7.3.3. 0 T1 1'9'9 TH[S ONG. PREPAREO FROTI CONFUTER INPUT (LDAOS 9 OIMENSIII<ISI SUUHIIILU_by 11IU55 A11•fi. n X**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*1111 a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 7D Z6 (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. ^' V m _ m Y IN LIEU OF RIGID SHEATHING.• o TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w 24.00' o.c. IN AODITION. A RIGID CEILING OR 2x4 s,3 H.F.. m OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' c.c. °D MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 15'11'8 OVER 2 SUPPORTS R-7180 W -5"B R-7180 Wa1'8 —IqT 74 PLI . ITV.— A YLNC O O C= O C7 O ATRUSS C_I V=i O t7 C7 [� `, n 111 t. *KIMPOATANT)O*ALPI9EEI13I1EERID PRMXIS, INC. SHALL Hal W RE3 "IQLE FDR ANY DEYIArtom FPCM Tm DES16R 09 NESE SPECIrmAT1ot1S, OR ADY FAl1LOE TD unto INE IADSS IN CowoDWNte mm Ost50 ETI TPI. ALPINE cONNlet0P5 Are wDE or toes, cALv. sTExL NEETIHD AsT11 AKS D4 a EW"T AS 141TED. APPLY C0hNECTM To EACH FACE OF 1RH9S IM LWLM oniRxlSE LDCAIED 111 THIS DESIEH, MSI110:I ODIIIFCrCRSPLR WA71INCa f7], ISO li 160A -P_ DESICH 3TANRANO9 ooNfaM WAPPLICABLE PWf2S2dr3 OF Itis S IPI. AN E110T64ER'S SEAL 01 11113 DRArIw APFUCS Io TIF CIIWUIEIIT INPICTED HERE III OILY, 610 5HLtA. 1101 Or KLI0 WCL HI A11Y 011111A Of. WARNINUr±}� 9RMOIFEE%TRIP2CARE 211 NAADL 71q, ERECTIOR AND BRLCINS. SEE HIS -91 DY TPI. SEE lH]] CE9IGN ral ADDITIOPIAL SPECIAL PERPM6YT NRACIm DE w2nENEHIs. mLEss OIIC1MtM ]IDIIrrTEIL ta'P CYIDPD S11AU IE 1.41VI ALLY P]1A1FD 111TH PRDFEG. LY AIIAAHED FITMUDD SD:AIHINL. BUTTON CPVL'1 MIiH RPFPLT ATTAWCO PIC10 CE]LLNG -- 65E ALPINE IECMIICAL tADArE Villell fen PROPER DP41rALL APPLICArm f "IJISI A Cow DI nns cCA ESIto DI'mr-5 r-5 Fw:amH w11Fw:rcN. w n p�QfE w 'rC LL 20.0 PSF p COL 15.O PSF r OL 10.0 PSF B lU'� O.O PSF Cn �611+T.i.D. Q:J.Q PSF * CIY1�. ��� UA. FAC. 1.25 t j f Tp .A`'\`O SPACING 24.0' -- — -- REF 11427--31814 DATE 04/12/96 ORN CAUSR427 S 03984 CA—ENG MC 1/ I'I $ { 7 • ,UI ..-lPl • Miss PLATE 11t]CIlt11E. 1474 - 9"1 IIA MIX DESISIr 9Yr:IrIG111Ot# FM NCAO CM1SM113MUT A N JOD: (1 / 735 HIP CORNER 0 TOP CHORD 2xB Ft SS SOT CHORD 2x6 FL 02 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CALCULATED OVERHANG DEFLECTION OF 0;42" DUE TO LIVE LOAD AND 0.3211 DUE TO DEAD LOAD. t i IMIS UB'G. PHEPAHED FROM CUMPUTER INPUT 1LOAOS 5 DI)lE"SIO"S) SUBMITTED BY TRUSS MFR x**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** n a WARNING'"IsmsPEoV[RE"'EmcA"E 1R HhNOLIHO. 1AEC119M AHD FOAICAOOITIEONLLISPECIAL iFPM/lEHI[NIS SRLtI[�tlGN DUIPEHEATS. LHESS DTH UMISE IIOICIL11% TOP CNODO EIIALL OF LATERALLY BRACED K11N PW..VR LT ATTACHED PLYN000 SMINING. BOT10N CHWD VITM PROPERLY ATTACHED f1IOw CEILING -- SEE AT,P[IE 1ECINICLL OPOAIE 11/f/Otl F04 PROPER D T[ONLTaPTI[r1RA55 F.PEc1foN (:ONIAlCTp11N1S c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT X12949. m a IN LIEU OF RIGID SHEATHING: fu TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" a.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00m O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �• (S) SCAB BRACES, SAME GRADE AND LENGTH AS CHORD :. ATTACH OPE TO EACHru FACE WITH 16d NAILS ® 46 O.C. BRACING MATERIAL TO BE SUPPLIED BY 1n ERECTION CONTRACTOR. ADDITIONAL CLUSTER AS INDICATED BY CIRCLE. o (F) CONCENTRATED LOAD CREATED BY 10-0-0 STRUCTURAL FASCIA FRAMING 70 BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. 1.5x4 � F T \� i 1 -q— 1 J I(F) 4001f ; (S) I O_ 2.47 s-3XG (A1) w T I.5X4 N 2.5X4 16'10'!5 'I .5X4 11.5X4 5-5-12 B-5-13 I--8'5" 13 ----� OVER 2 SUPPORTS R-20901 W-5'8 R --24f W -1"B Seca: 39176 PLT. TYP - ALPINE CR - - TOTAL- Rev v3 SC E - 0,500 O C= o CM C=) = =3BNALL C� I= C=ATRUSS I= cm O **IMPORTANTX*ALDnw041HEERED mwmr5, ING MY SE PESPMb[ELE FOR ANY FD RCA[ �p �tCNtµE T6iGH RJS9 IrnTHESE N CWFWNAFCE �IITN[ONS, CA ART 09f86 BY ALPIE COMCICAS APE NAE Or 2004 OILV. 61ECL l2ETIN7 ASTM 6446 CA 8 EXCEPT 65 NOIEO. APPLY COHNECTOAS TO EACH fkfi Or tRM ATO MAESS OTHEA7ISE LOCATED ON ThIS OESIGIL PCSO130H CONNECTO" PW DRAM= 530, r50 O IBOa-F. DCSIOR sumuOs COWOPM 9/00LICABEE PROYISICr43 OF 1105 4 IPJ. A14 ENG[1EER'S ED HOPE JW ONLY. AM AL 04 THIS SHALL NOT OENING IPCLIEDE3 TO TIP00 IHE N JUN WHENKAY. WARNING'"IsmsPEoV[RE"'EmcA"E 1R HhNOLIHO. 1AEC119M AHD FOAICAOOITIEONLLISPECIAL iFPM/lEHI[NIS SRLtI[�tlGN DUIPEHEATS. LHESS DTH UMISE IIOICIL11% TOP CNODO EIIALL OF LATERALLY BRACED K11N PW..VR LT ATTACHED PLYN000 SMINING. BOT10N CHWD VITM PROPERLY ATTACHED f1IOw CEILING -- SEE AT,P[IE 1ECINICLL OPOAIE 11/f/Otl F04 PROPER D T[ONLTaPTI[r1RA55 F.PEc1foN (:ONIAlCTp11N1S �, `��� n• y'�1�OyCy W.C43645 �. � r ("�OT.LD. EV. 630-9T � `'{1 ��� TC LL 20.0 PSF TC OL 415.0 PSF C OL 10.0 PSF C LL 0.0 PSF 45.0 PSF REF R427--31238 DATE 04/12/96 DRW CAUSR427 95102510 CA -ENG -MC 1 OUR.FAC. 1.25 -0 -doh: {I / T36 MONO GIRa11 TOP CHORD 2x8 FL SS BOT CHORD 2x4 FL #I i C NESS 2x4 FL Standard I CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. i CALCULATED OVERHANG DEFLECTION OF 0.i2"DUE TO LIVE LOAD AND 0.12° DUE TO DEAD LOAD. 1 I i I (F) 14050 7� •L 2.5X4 THIS ONG. PREPARED FROH COMPUTER INPUT 0.QAOS C OINENSIONS) SUSHITIEo IIT I111755 MFR n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR»** a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. a IN LIEU OF RIGID SHEATHING: ro TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" a.c. IN ADDITION. A RIGID CEILING OR 2x4 33 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' o.c. 171 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- (S) SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS CHORD. ATTACH WITH N 16d NAILS ® 4" O.C.. BRACING MATERIAL TO BE IUPP ERECTION U11CONTRACTOR.ADDITIONAL CLUSTER AS INDICATED Y C E 1, /U (F) CONCENTRATED LOAD CREA1EO BY 10-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF 1.5X4 l(S) T 3.5 v' .mE 3x6 (Ail ;T 1.6X4 N 9'I, 1.5X4 1.5X4 6. J OVER 2 SUPPORTS R-13730 W-5"8 R-1110 W=1"B PLT. TYP - A P NCRIT-UBC T- TA d A Rev 17.3 Se 3585000 O Q kTRUSS C= Q CJ O O Q C7 Q **IMPORTANT*WLOOK EN IMUED PROOILTS. HTC. WILL NOT [L' RE50R791ILE A`OR ANY CE11MION FROM THIS CESIGN OR THESE SPECIFICATIONG, OR 141 FA1U E TD BUILD THE I IAS IN COIP'ORUIICE WITH DOW BY TPS. ALPINE CONKCTUPS APE HARE DF 2084. OLLY. STEM NEPltIL ASTB 4446 TAB EAC[PT AS Nom. APPLY [DIN[CTC4I5 TD EACH F►T£ OF AND lt4lES3 OfHEPP1IS! LOCAtED ON TH19 D[SIGH P091TION pEO DTLWDYAS 110, 150 C 1SOA-iDESIGN SIAMA90S M//PPLICABL! ANSYTSIOIIS OE HOS G Till AN EIR E[P'S CEAI ON THIS URININO AOPLIEs TD HE Ca+nq[HI CEPIf.1ED NCP4 IN CK -17. AIN SNAIL NOT 89 RELIED !Poll IN AHt OUEU MAI. wARNIN6TRIASS[S REQUIPE EPTREW CAD! 1N KROLINS. EPIC1104 AND B.1ICINC- SEE HIB -Dl St IPI. SEE THIS DESIGN " ADDIIICNAL SPECIAL PCQRi%4ENT BRACIAY/ RE ODIOEIENTB. L-EssDTIfSmm INDICATED. :Cp CHORD SHALL Ee LAIERALLY SPAM PSI" P00DEIriPIiSS LY AT/AOIEO PLTN000 SIE1lTNIl4i. DO111PI G1N4D DIIH PROPERLY At 1ACHED RIGID CEILIN. -- 3EL AIPIIE xr.mICAL UPDAIF IT/I/nll FOO IYYAIuEn�'TOT.LD. DIIYNALL AM 1CA110'/. F1PtlN41 A CWf OP 11113 MON IU 11¢ 11Y,IIS ERECTION CONIMCTPH. ���� w' C .��pA y r � �•CA364�5 bXATccwoW. c.I � Q� f TC LL 20.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 41S�.]0 PSF REF 8427--31240 DATE 04/12/96 DRi{ CAUM427 8102512 CA -ENO MCW@CTORS OUR. FAC. 1 . 25 SPACING 24 •Orr ,...TDI - TIL1S7 41 ATC Ir6p1tlTE. bS - 1901114110!IAL D[SICII S'ECITICA110N foil YOOO I"ISIMC11011 N m CD m 3 n 10 aH A 4 H H G) 3 0 W m m Job. 0 / T37 CORNEA GIRD Nfl TOP CHORD 2x8 FL SS 30T CHORD 2x6 FL #2 WEBS 2x4 FL Standard :ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. , :ALCULATED OVERHANG DEFLECTION OF 0.42°DUE TO LIVE LOAD kND .0.32" DIE; TO DEAD LOAD. 1 I i THIS DAG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIOw SUBMITTED BY TRUSS MFR. n XMNLOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**M y CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH THE U) REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. a A IN LIEU OF RIGID SHEATHING: ^u TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN AUDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00 o.c. CR MUST BE -PROPERLY ATTACHED TO THE BOTTOM CHORD. �. 0 (S) SCAB BRACES, SAME GRADE AND LENGTH AS TURD. ATTACH ONE TO EACH ro FACE WITH 16d NAILS R 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ul ERECTION CONTRACTOR. ADDITIONAL CLUSTER AS INDICATED BY CIRCLES. r (F) CONCENTRATED LOAD CREATED BY 10-0-0 STRUCTURAL FASCIA FRAMING TD BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. iL1 r R) m m C1 m 3 Z 4 H G) n q 0 j 1.5X4 T (S 2.47 v- 3X6 (All 1.5X4 N - "� -t- 2.5X4 16'!0'!5 1.5X4 2.5X4 (L) 9 �F 5-5-12 `T 7-6-8 -- 7'608 OVER 2 SUPPORTS R-21048 W-5'8 R--2108 W-iPB Se : 39180 3LT. TYP.- ALPINE DESIGN TY - P TO - Rev 17 v SCA a 0.5000 O O O O O O XX IMPORTANTXXALOTlE E1AIIdERED P"mr, S. INC. 51ULL NOT BE UESPONSIELE FOR ANY �+- WARNING R"S'SES REQUIRE EI"" CARE IN HANDLING, ERECIION AND (`y TC LL 20.0 PSF REF R427--31239 DATE 04/12/96 O p o p oE'MIATEON moa THIS olsiru OR THESE SPECInCATIEts OR A.NY BRACIND. SEE RES -91 9Y IPI. SEE THIS RESIGN a w• C. A y TC DL 15.0 PSF ORN CAUSA427 9610251.1 C=3 O O t= Iz O O O FAILURE TO BUILD THE IPIRS IN LTDFOPHANCE 1111N 05190 DT 701- ALPINE CCMIXTORS ARE VAM OY 20" CALV• SIOL HEETIN71 ASTM. FOR ADDITION& SPELUL PEAIUMNT BRACING RE OUIIEIEXTS. IPIIESS OTHE MISE IMIGTEOI TOP 4 r � � BC OL 10.0 PSF O O O O A44S OR B EXCEPT AS RATED, APPLY CONNECTORS 1O EACH ME CT CHORD UAL SE LATEPALLV SPACED MITA PROPE T Np•ri4W5 BC LL 0.0 PSF CA -ENG MC C=3 ALPINE ra ""� "IAO.ES6 WHERHtSF LOCAT1nCN THIS MION POsn1QN CONNECTCRS PER OWINGS 130. ISO Q 1604-P. OESIGN STAHHy1ROS lY ATTALTED PLYWOOD SWAIN UV% 901fOH CmpD 111114 MDPFPV ATTACHED RIGID 011.1"O -- EEE >�. mg, Jr C p N/APPLIC19l.E PRD'/ISIOHA OF Mn IPI. AN ALPINE TECHNICAL WCATE 17/t/911 FOR PROPER * TOT.Lo. L0. (�� . V pSF OTRUSS O OONFORN G ENOTNEEA'R PLIES TO IERE 3rA%its C" MISAND Of r i 2J O CMI HOI BE [OIUPCII IO NO1�IO11F347110 OESICRLID IIECA110" miss EI'LIANf1RM W OPT 114% f% QQ•�� DUR.FAC. . p O O C/ C� L� A�1R�I� N-..fPl - TPAISS PLATT 01911fU1E H105 - MOI IM 10151 OESIGH SPACING 24.0+ SPECIFICAIJUN FOR NCO] CON.SIMC11OH YF iL1 r R) m m C1 m 3 Z 4 H G) n q 0 J01V U i T3B KGRO GIRD M TOP CHORD 2x8 FL SS BOT CHORD 2x4 FL Of WEBS 2x4 FL Standard CONNECTOR PLATES OESIGNEO FOR.GREEN LUMBER PER NDS -91 TABLE 7.3.3, CALCULATED OVERHANG.DEFLECTION OF 0,12" DUE. TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD, . (Fj 405# 3.D p 3X6 (A1) 1-5X4 7 13 -- 2.5X4 " 1.5X4 lL). THIS OMG. PREPARED FP.OM COMPUTER INPUT (LOWS 6 CISMMIORS1 SUBMITTED BY TRUSS MFR MMMLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORMMM n, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE H REOUIREMENTS.OF I.C.8.0'. RESEARCH REPORT 12949. a IN LIEU OF RIGID SHEATHING. A ft) TDP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED v 9 24.00' O.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. PSF OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.c. BC LL MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PSF (S) SCAB BRACE/ SAME SIZE, GRADE AND LENGTH AS CHORD . . ATTACH WITH .. 16d NAILS d au O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION ro CONTRACTOR. ADDITIONAL CLUSTER AS INDICATED BY CIRCLE. os (F) .CONCENTRATED LOAD CREATED BY 10-0-0 STRUCTURAL FASCIA FRAWNG TO w BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (L) SOFFIT LOADED FOR 20 PLF. 1.5x4 1.5X4 ll � f� OVER 2 SUPPORTS R-1392# W-5'8 R=-1900 W=i"B PLT. TYP'.-API DESIGN CRIT URC OTY P TI 0 0 0 0 0 o MMIMPORTANT MINupIlx EA6IIEEAED FpoaKf" rxc WARNINGIN c"u"" Ex1RCHe CJ19E O O p 'p SHAM NOT� 1>ESDOHRI�E TOR AWIN HANDLM ERECTION LAD i OEfry4TI0N fFWI iHI9 DEE1E! OR THESE SRELI►]GiIOHA 6p ANY BRACI/q, SEE HID -91 DY fPl. WE THIS DESIGN C= C p r•,�i fAfLl1R[ TD EURO TN[ iR165 IN CAIFOFWFICE Y1TN GST88 BY iT'1. FOR ADDITIONAL SPECIAL RERIIA.ENT BlUttluC p[ p O [= O ALPINE CA11FECIOg9 ARE WDE RF 20"00.{y, liETi NEEIINS A6H1 0JIRENEHT6. L4EE65 OTHETRIl3E INDICAIEO. � O O O p 1dE6 (A EI [XCEni AS ro1ED. AFOLY COIAfCTORE IA EACH FACE tf CHORD SMALL BE LATERALLY fiMCED PITH MOFE I LPIN C7 TRUSS LSO UNLESSOVERx19E IAOATED oN MIS tIESISH, W37fICN lY aT1/CKO oLYraoa s1cJlTN[IAL 901I CH cRAR (� p CONAECl/w4 PER Dlu/Uro! 13%160 C I60A-F. 6ESIWI S:AIDLRDS MIYH VROPE0.Y LYIACHED RimCEA 7Y: -- EEE TRUSS 004fOF11 M/A°Fl ICAOIf fR0VI314i3 OF 7105 6 TPI- IN.fHAftFEA'S ALPINE iECMI1CAl MATE O/1/911 iflq 1'Wi�FR HIS OnAhoNG f� r n��J p O H+QIN_Y, IJI+O SMALL NOT APPLIES t11NG19IN NiT IgI�IEACNAY'��ARYWAIL f OE6{GN YD 11FC1W19S ERCCtICVf CIN/tNCl Upllllfi 0 o A= F 1�. C'pAyc� TC LL 20.0 PSF TC OL 15.0 PSF SC OL 10.0 PSF to'C438b5 BC LL 0.0 PSF TOT. LO, 45.0 PSF OUR.FAC. 1.25 _-- F 1�. C'pAyc� TC LL 20.0 PSF TC OL 15.0 PSF SC OL 10.0 PSF to'C438b5 BC LL 0.0 PSF TOT. LO, 45.0 PSF OUR.FAC. 1.25 39 RE N m w H 4 H Z 0 N m A DAHLIN) / T39 M 'OP CHORD 2xB FL 01 : T2 2x4 FL #I: : T3 2x8 FL SS: 30T CHORO 2x6 FL #2 WEBS 2x4 FL Standard ;ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ►.3.3. .'ONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS )ESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS =RECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL 3ROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. F) CONCENTRATED LOAD CREATED BY 9-0-0 STRUCTURAL FACIA WPORTING 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FACIA BY OTHERS. :C) RECOWENDE0 CONNECTION FOR 6-0-0 SETBACK HIP JACK AND END TACK: SI6IPSON LTHJ. SEE CATALOG C-9511-1 FOR NAILING SPECIFICATIONS AND BOLTING SPECIFICATIONS. UNLESS SPECIFIED ITHERITISE; SUPPORTED MEMBERS HAVE IDENTICAL LU04BER SPECIES. THE 4INIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) - ;LATES ARE 1.5X4 EXCEPT AS NOTED. ;S) SOFFIT LOADED FOR 20 PLF. THIS DNG. I ( . COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED I ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxx)t CONNECTOR PLATES.NUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. #I HIP DESIGNED 70 SUPPORT 05-04-00 JACKS WITH NO WEBS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5-4—U e. 2-0-D 11-9-8 3-10-8 11'9"8 j OVER 2 SUPPORTS R=246# W -5'B R-11541111 W-5'8 400# C)(C)� 4809 . 1 405# -9 1 —T �) IL-1 ITK.-n 1v I Uou •.•• - c E� o **IMPORTANT* KALPINE EHBNfEAED PAOODCra IHC. CLL ryXy WARN NG 81iEODIHE E[F4ElE CE9E �Of TC LL 20.0 PSF 0 O 0 o =[� C7 NOT BE AESNMIGILE FOA A1rf DEr1ATI0N FUR IH19 DE9IiA OP THESE sPecI/ICATCONI. a Am m *410.180. ERICTICN AHD IAlCp17. BLE HTB -91 BY TP(. SEE tillsgf9I6N .(�Q �V c COL 15.0 PSF C= O CM C FA1L11PE TO BUILD 1P.E TAM 111 CDFOI:V M All 1" 061118 8Y TP1. rOR ADDITIONAL SPECIAL VEAM W -M SAAC11f6 P! OL 10.0 PSF = C 3 4--3G "TNE ODIHECTMAI APE PACE Or 2DSA Gall. SKEL HEEII.'6 ASU 9UIMRNI9. t"Z" DIMOVIse IMICATEO, TOP r p p p p L446 OR B EXCEPT AS NOTED. LPPLY COMICCTDA9 TO EACH FACE OF CHORD S/4LL BE LATEAIALT BDAOM 111111 PPOPER No.C43.y8�4S C LL 0.0 PSF C=3 ALP INE C= ISM1W AW 1/L.Eb9 41190NIVE'LCMTEV ON THIS DESISR PO.SC11011 COWEIClOA9 PER 40AMIWS 190. 150 t 1804-F. DESIGN 9TUCAgp9 Lr AITADED I'LINIUM SUEA111INCL 001W CHORD •IT11 PACPEALV ATTACHED A3611)CEILIM -- SEE 6309T T 45.0 PSF O C= COWCM 9/1PPLICA81 Or 1XIS C TP{. AN OWEVEWS ALPINE IW#41CAL lfVA1E If/1/90 TOA Pnomm . LO . TRUSS a E PAOVISEOM SEAL 91 11115 Qualm AM. ES ID GE COWMrNT LFf'll'fE0 ILIO UA%IfALL ►PP<1CA1(W f1ClAf11 A X01'% M 11116 �H�1L UR, FAC. 1.25 C� = CI C7 GI G'1 C:7. 0.P1 ,,OI 0441 OfsAtl 19 `N1.7 Uy6/[ TO EfpH 41rClff [ /� �``O� I, ��� SPACING SEE AMOVE ;ro PIKS Ft 7 I ILXtHitl lhl 111.31ODI.E4'CCIF[fiGlWA fQDs XamTfiY lON� :LKE 74 . 3750 R427--31944 r Q1 ko cTl 04/15/96 GAUSR427 P6106506 A A NG MC A Job: A / T40 DRAG* TOP CHORD 2x6 FL SS BOT CHORD 2x4 FL Of WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. *K THE HAXINUM HORIZONTAL REACTION IS 2400.16# KK IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00° O.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: TRUSS DESIGN TO TRANSFER EVENLY DISTRIBUTED. HORIZONTAL LOAD OF 153 PLF THROUGH TC INTO Be SUPPORTS WHERE INDICATED. DESIGN OF PLYWOOD DIAPHRAM AND CONNECTIONS OF TRUSS AND/OR TRUSS TO SUPPORT BY ENGINEER OF RECORD U ERE,INDICATED- 7'!3 THIS ONS. PREPAREO FROM COMPUTER IEIPUT [LOAOS 6 [IIMEN51oN51 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_gsai1s) TDP CHORD: I ROW 0 13" D.C. BOT CHORD: f ROW 0 16" D.C. WEBS : f ROW 0 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. KKKLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORKKK CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. T `A O 5X4 X4 (A 1) OVER 2 SUPPORTS A-1403# W=5'B RQ758# W-5"8 RH=+/-2400# RH=+/-2400# 1 w m o' Ln m 00 - ALPINE N CRIT UBC GITY -A -- r Hey if.jvj bt.ALL - u 9000 C=3 C=3 C= C= 1� =3 t� o C� C CC c 1= c C O C] O CC CC C= C= p ALPINE C O TRUSS O r=3O C CC C) KK IMPORTANT]fKAL-1E E41611EERED 1Y10011CT; INC. SHALL rIDT BE RE9PON91mA FDR ANY OEYIATION FROM TOM M514W OR TIESE SPECITICATIONS. CR ANY FAIAIRE 10 BUILD TBE MW IN CoFolIJUNM still OSTOD BY TPI. AIF71t CD"CIDPS APC NAGE Of 2ODA 4ALY. STEEL NEEMA3 457I1 "t4 SR O EXCEPT As NOTED. lLwLV C013ECTO93 To CACB FACE OF wJS9 AND (Hass OTW.Wl 4 LURCHED ON TiltsDE.414N, 1051TION DWTITS NECTDK4 DIMNINSS 730. 150 8 IOOA-F. OYSTER SIAMAPOS 004TOPR 1r/APR [CABLE PADIr111016 EF Tfb C TPI AD E/S11iFR'! SEAL a1 TN1S OPMEW APPLIES 90 LIE CpUVWNT DEPIC1E0 101 11/ 01AY. App SIULL 1qr BE 1KL1l0 UPON 111 Aw WTKn T1AT. R__IPF - 10= RAT[ 1115 r]fUTE, 11D. - IMII ful1JUINL DESIGN WARNING-,— E! 9 --- E05113e C4RE ]N l"LIK. EVECT14H AND BRACING. SPL HIB -91, 61 TPI. SEE TTIIS MIEN FOA AOOIitOF14L TS°ECIAL PERMANENT SRACAG RE OUIRM62S. UTECSS OTHERWISE XMICATEQ TOP CHM SY1LLL t1E L4TERI{LT BRACED NTTN PRDPER LY AIT►C1ED PL`MOOD SNE014INK9. SWITCH CHOW 111114 DIIMMY A1TAptD RTO10 CEILTNO -- SEL ATPIIE TEa+ULC:Ii lN'"LIE (//1/011 FOR P1))PFR CITINLLL APPLICATION. I'MVI51T A COPY OF INTI "[51412 To file VANS IDEC1140 C04TPAC/DIL. SPEC II ICAT (012 1"ta word (XIU541TIC r[R1 pQiESS Qc �0 'e`r t�,0{3845 6*91 * ` F'y� ! „ * `` TC LL TC OL BC OL BC LL TOT OT.LO. 20.0 15.0 10.0 0.0 45.0 PSF -PSF PSF PSF PSF REF R427--31810 DATE 04/15/96 DAFT CAUSR427 PS103580 CA -ENG MC h nC DUR. FAC . 1.25 , SPACING 24.0 ° Job; 0 f T41 COHN IT i TOP CHORD 2x6 FL SS; BOT CHORD 2x4 FL if WEBS 2x4 FL Standard i CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (S) SOFFIT LOADED FOR 20 PLF. T 7'13 C THIS OHS. PREPARED FROM COMPUTER INPUT (LOADS- 6 DIMENSIONS) StA1IUI ItU CT INUss "I'N i7 M*MLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORN*N P. c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 02949. m a IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.t. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. Ao OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. m NUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. .� 0 W t71 V to T'� 1 5X4 :4 (All 0 OVER 2 SUPPORTS R=938# W35'8 i i 5-4640 W=5'8 PLT. TYP.- ALPINE G 0 S- - -- e 7 v3 SC�E39Q1 0 O O O O O [� G O O C� CATRUSS L"' O =3 O C3 C1 C.-3 I1XIMPORTANT*NA1°I'c o1enEEnta P"°°°a`st I'm- SMALL NOT BE rE MISIBLE FON AEY OVnATE@1 ROI TTIls OE416! ON )IES[ 9PEOIFICATI09S. 6a AOT FAILURE 10 BUILD THC INUSS IN COtAWMAZ MIIH 09108 Br TPS. ALDIFZ c*IEt1079 APE NAGE or zVA QALY. sItM MTIND ASTM 1448 f,R IT "DEPT AS IDFM. AOPLY MNECIM 10 EACH FACE OP AM MOISS OIMMISE LOCATED ON MIS MIER. P09ITION CarONECTUAIS PEN ORANIM3 130. TDO C SEOA-F. DFS16M STADARDS co tom M/v^ fCAr0 PAOYISIDIA fI " C IPI. Yt E161NEER-S III sAaoY 1H O SO AIA rel Be NIIN ItS 10 PLLIE01iwos )III ART OYER MAY. WARNING"'N". `,9UI`c ExITIENE CA"E )N IWarW. EREcrl0lt AM BPACUR. SCE MD -St NT/ TPI. SEE THIS OEM= POR ADOIIMAL SPCC IAL CIERKMEO DNACMG NE OUIPCITUM. 1.44939 MMIMIISC INDICATED, 10P CICAD SWLL NE LATEPALLT EPA"& nrxBC LY ATtWED PLYWOOD SWAIMNO. IIOITON C x114 M10AEPLr ATTAF3ED 11100 CEIU4: -- SEE ALPIFIE IECMUCA IMIC 17/1/011 "R Ff'1)PCD )IES CH 10 TIR TRUSS EMCMIN CONIMCIOR,gs SEs Q@0 ��� N� Z L 1 *TOT.LD. .r TC LL TC OL BC DL Ll. 20.0 PSF 15..0 PSF 10.0 PSF 0.0 PSf 45. 0 PSF REF 8427--31809 OATS . 04/15 96 OAK CAUSF1427 )03579 CA-fNG MCEAADS OUR. FAC . SPACING 24 .0. *--KPI - ASIS: PLATE RLSTITUIE. IIA - 19!Il NL1101FAL IA79IOIT 4LLCli lCe r1011 roR xxD WlsrrilOTlRh 0 V) / 742 MONO TOP CHORD 2x6 FL 02 BOT CHORD 2x6 FL Of WEBS 2x4 FL StandaCd f CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. • i i t2 R=9580 W=5"8 1 Ro8650 W=1"8 1 m v THIS DWG. PREPARED FROM COMPUTER INPUT ROADS C DIMENSIONS) SUBNITIED BY W*KLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNNM THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT FROM ONE SIDE AND 11-09-08 TRUSSES FRAMING TO BOTTOM CHORD FROM OTHER SIDE. REOUIREMENTSAOFSIMCSB.OE RESEARCH REPORIN T[#2949. WITH THE w w 0 IN LIEU OF RIGID SHEATHING: w TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED cu a 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 /3 H.F. OR MUSTEBEEPROPERLYUATTACHEDRTO THEAL CBOTTOMING ACHOR0,72.00" o.c. REOOK%ENDED CONNECTION FOR 11-9-8 TRUSSES AT 24" O.C. TO BOTTOM CHORD: SIMPSON LU26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERdISE SPECIFIED. SUPPORTED VEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIM R4 HEEL HEIGHT OF SUPPORTING TRUSSES. 1 T. TYP - ALPINDESIGN-CRITUB *)EINSPORTANT)E)c��INI EN:ILEFnEG PRxml% u-- WARNINGf"'�' "Oul"H EATRENE EAIE O O O O O f= SHALL NOT SE RESPONSIBLE FOR Alit IN ' IIAld IRS. "MEC) IDH AND C]RTRUSS DEVIATION FRO% THIS OESIGN OR MESE SMIF(CAFIOOS. 03 at" BFICIOO. SEE HI"I BY TPI. 7E:£ THIS CESIaH O FAILURE 10 GUILD IKE IRUS9 IN C011YORNDICE HIM OSTOS BY TPI. FOR ADDITIONAL SPECIAL PEFWIN'[ 0dADT10 RE O ALPINE CWHECIM APE )UDE OF 2MA OALV. STEEL HEEI11l. AS1H OUIREHENIG IAALSS GDIEuHISE INDICATED. TOP O AMS CIR 0 EXCEPI 0 NOTED. APPLY 0O'►:CCTMI TO EACH FAa OF COOPD SMAII BE UIEHALLV GOADED MITN [OCR o ALPINE I"I" AHD V&M OTWIO[TSE LOLAITD ON IRIS G1SIGNl F0311TOR lT AFIAC160 oLr11GDD "A"I'M GUIIW Oi1O rI C@AIECTUM KA D14RIHOS I". ISO G IEAA#. CESICN SIAICIAR05 t[fN PPLPERY AITACPEA YID [D CETLI/t -- EEC C0N[OFH H/APPL[CAEL£ VWVIS[Cf1S OF IDS 0 TPI. AN EIn11ffER'S ALP" 'ECNIICR. UPDAIE fl/1/OII FGR PRYER C= SERI ON 7415 O1[LYINO AAtlfl ID IIE Co,"ENT UEPICIED NEPE LY1fEALl At" ICATfCN FW.Ilgk A COPY OF 1PIt111 plY. 11A VIAlI IDI OE IFLICO IR.F III Arlf alien DAY. UCSlul 111 A■ ImAs VIY.I:I IAM I:lfll MC1IFI. Q E1 L:7 C7 C=7 U /•-IPl IIAI!lS RLA:F IIT 11111[[, qYi I:+II IIAFIMR1. IR'I[al W(Cli [[:Al lwt C[6l MI.Y/1 GOIRIIAIOI1Utl Ty Z Si0.CA3844 tip 63491 TC LL 20.0 PSF C OL 15.0 PSF DL 10.0 PSF 8 LL 0.0 PSF T.LD. 45.0 PSF UR.FAC. 1.25 _ 7� o' v A Co A FV JDD: IDAHLIN--BHUNMSHANK INS DAHLIN) / 14-1 TOP CHORD 2x8 FL f1 : T2 2x6 FL ft BOT CHORD 2x6 FL SS WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. RECOMMENDED CAMBER 3/40 AT MIDSPAN BETWEEN BEARINGS. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.52 EXPECTED VERTICAL LIVE LOAD DEFLECTION w 0.33 °. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (F) C0NCENTRATE0 LOAD CREATED BY 9-0-0 STRUCTURAL FACIA SUPPORTING 4-0-0 OF SPAN TO ONE FACE. STRUCTURAL FACIA BY OTHERS. (C) RECOMMENDED CONNECTION FOR 6-0-0 SETBACK HIP JACK AND END JACK: SIMPSON LTHJ. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS, AND BOLTING SPECIFICATIONS. UNLESS SPECIFIED OTHERWISE, SUPPORTED MEMBERS HAVE IDENTICAL LIMBER SPECIES. THE MINIMUM HEEL HEI OF SUPPORTING TRUSSES.) 4050 (F) 8X 12 3X10 1.617 rg. 5X45X8 l THIS UNU. VMPARED FROM GUMMIER INPUI ILVA05 6 DIMENSIONS) SUtItTA9Btu OT NlAmb tOFH 2 Complete Trusses Required f7 c Fn NAILING SCHEDULE: (10o*poxsails) TOP CHORD: 1 ROW @ 10 o.c. N BOT CHORD: i ROW @ 16" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN PONS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. rn *"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*NN M c eA (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO o BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING m MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1391 (C) fl HIP•DESISNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0"OC. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 -FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 63 OR BETTER @ 24.00"CC. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIS -91 13.2.1(FIBURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 61. OR DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oc.. (S) SOFFIT LOADED FOR 20 PLF. NOTE) REACTIONS: R 8 R3 ARE FOR 01 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. I5) 16-4-0 5-0-0 (S) 3-10-8 28-4-0 3-10-B T _!Z A 28'4" OVER 2 SUPPORTS R=3229# W=5"8 Ra322811 W=5'B R3=20050 R3-2005# 1391 (C) (C 1349 SCAK 74 06q PLT. T P.— NE Rev 3u6 1 75 K*IMPORTANT**"'�I'� """"RED PaPAucrq tNc. NOT Be N)AA(dING""8 ° MUM EVIRLPA CARE TC LL 20.0 PSF REF R427--31946 0 0 Ta c MULL nESPd1SE0Lf T'OR AMY DEVU71014 FAUX 9919 DETTtR OP IW -59 SKCIFICITI993. OR ANT 1N WLVDLIMt EREC110N 110 SWIOO. SIS MM -9I 61 TPC. SEE IAIe CFSION �Q@pfE �yc TC OL 15.0 PSF DATE 04115/96 0 o o a o I� o o FAILUPE TO BUILD IM TAM IA COIFOW4Ct WI IN tutee BY TPI. ALDEK COA'lCT010 M PACE a tow OALV. STf1L RET111e ASIN FOR AOOITIOUAL Mon Pomwi 1 G,4C0c At OW91 MS. IRiEM 0IIEDNISE tt IME% 1UP `� C OL 10.0 PSF ORW casma? ornome C C� GI o 440 CR B 010E" AS NOTED. ATPL'I CaM&CIMS 10 EACH FACE Of AIO 0q� SNHL K IATEMLIT BMCED WIT e PAWER r ia.C43845 C LL 0.0 PSF CA—ENG mgAl o IILPIN O IR9:S VILE530TI[Ostit L01:Aie0 ON in 1S Dfi151L MSIT10A LY 4Tiam PLTHOOD 3HEATN9K. BItTON c141aR 1111111111w 0 0 a TRUSS [� a000lM W wtwDF/UIINCT 1IS LSO i A601 -F. I AN STADOII'S ��&FAL TV wAPPL9cAeL.E lwaFIS11ISS CF lays A IP1 N1 E11Ip1EER•S m"cra; Amin ra 1ft16 PADTERTI A. UMAR RlstO cen1R0 --SEE IIDIrIT TECH1[Ul. Ii1D11F 0/1/011 ►OR P117rYP V W. b]141 * � TOT.LD. 45 .0 PSF 1.25 O 7 I 11l . Al1s llt WL DUr BE FIRIFDIir I •Ot� N1Olii[11Cito Cn1.lEM 00190 fO t`CC1rnal CR ttNf caliln TMpy 1�` � cl � DUR. FAC . O C7 I-2 CI v [.'1 I ...lPl - IIS 1LAIE 11SI1101L. IR,, . I'M 91,11MIAL UFAIGN IM411`16110.l IC" *1AD f1 MI".cr1AN SPACING SEE ABOVE A •-1106' i) /- 743A HIP t TOP CHORD 2x6 FL B1 :T2 2x6 FL SS: BOT CHORD 2x6 FL SS . WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE AEGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (1) REVISED 4/15/96 - PSC (HEEL HEIGHT. PLATES) &,,," 1218 (C) THIS OTIQ. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS( SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*M+7 y RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. C UI REF 8427--3032! DATE 04/08/96 (41 1X443 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO i. BE EQUALLY SPACED. ATTACH WITH (2) Bid NAILS. BRACING "7 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT.BY ERECTION CONTRACTOR. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION a 0.36 0 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.23 ". ID USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"oc. EXTEND to SLOPING -TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT d EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE W FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER @ 24.00"oc. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @.EVERY 05-07-14 FT. Dc.. (C) CONCENTRATED LOAO CREATED FROM CUPOLA. (C) 1218 5X -M 5X14 2-8-0 3.6 v 2.5X4.5X4 1)7"13 (1)5X12((11) 1 . 5X12(BI)(1) .5X4 9.I. y— HS416 X 1 .5X� k ,�0 10-0-0 , _ B-4-0 10-0-0 3-10-8„ l 28-4-0 �} 3-i0-B� ( 1 28411 OVER 2 SUPPORTS R=274111 &5"9 R=27411( W=5"9 O C= O O t� G fl O [� G C= C O O [= [= o ALPIN O O G [a l=1 C�7 C=1 L�1 X*IMPORTANT*Y,Pt"t" i4GnaE9ED Papouc -' Ills. 514.1 NOT ISE OESFC491BLE LCA AMT LEYbATIV7 [TION THIS DESIGN 117 THESE S1f6IFECAUlOOS OR AUT MUM 10 90ILD THE TOUSS 1.4 WV.1PHRIME FIRM OSTOS OT IPI. ALPIM CO/UIECTCFES AAE NAC[ OF ZM GALT/. SIM- PCE1110 A91” A443 OR 0 EXCEPT AS RIOTED. 1991.1 COVlT1TCAS 10 EACH FAC! OF 1RJSS AND 1ULES6 OIHEOMISE ADC.ACID rl 1p1S D191G", P9SI11DN CDVOECIW" PER FA111t14GS 570. 150 C IBS, -P. GFSICD SIUA)%QDS COIFOPN "/APPLICABLE PPD%ISIDUS 0f 109 C TPI. Nt EFIO11JEWS, SEAL Vl ANIS MA1111.7 WKIES TO b1F, Cod -O Ill UCPICIIB)."I 1111114.•. ACID SN4L IIOF CC 111.1[1111FG! IN AHF OFICA MAY. WARNINGIt:mes AE"pt"' E11L'It115 "RE tlt PAWLUIB. ETECTIA" AUD SWIM- SEE HIS -91 9T IPI. SEE &119 DE57G1 FOR ACCITIVIAL SPECIAL. PEAYAIICUT BOACINS YE 9DIPEIElIT9. I.lLE51 OTIEPAISE SIMICATEM TBP CSOPD SH4L BE LAIERALL• OP'A6n WITH 9PpEP LF ATTACHED 0.TI W.1 SIEAI9TILL 0011CH Co7UB PTT14 P43PUM &RUCHED P1GID CEFLIFIG -- SEC ALPEIII IFJ].I1CAL pPCAIC 11/7/9:/ ICP. PRD"EO UPYIALL immeATT04 FIPPl141 A cOPi n THIS1`` UC9[ft! HI 4K 111J5S C/CCIIMI gAl19,CICA, �,(ESS TC LL 20.0 PSF OQ � • y� TC DL 15.0 PSF C C DL 10.0 PSF r 9i10.C5. C LL 0.0 PSF y , b�p+9T * DT • LD • 45 . 0 PSF R \ ,A•''lC C N ��� UR. 1 . 25 !O SPACING SEE ABOVE REF 8427--3032! DATE 04/08/96 ORW CJLUS8427 6699543 _ CA -ENG MC 3TRUSS Iliumplippil Irimm ryAIC IH1111111F• 1115 • 11MI rAIIdLLy 0[514.11 5Ff MIGA111111 rail Muril L'IYY,.IIT,L'111U! JOD: 11 / T433 MP TOP CHORD 2x6 FL 91:T2 2x6 FL SS: BOT CHORD 2x6 FL SS WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. ;1) REVISED 4/15/96 - PBC (HEEL HEIGHT)�� 1218 (C) THIS ONG. PAEPAREO FAom COMPUTER INPUT (LOADS & 0 SUBMITTED BY TRUSS WA. n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*M* n RECOMMENCED CAMBER 1/2' AT MIOSPAN BETWEEN BEARINGS. Eo n (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING to MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 14 SUITABLE SUPPORT BY ERECTION CONTRACTOR. m NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.36 `. o EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.23 EL) to USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'oc. EXTEND EA SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR 03 OR BETTER @ 24.00"oc. ATTACH WITH 2-15d NAILS G 2x4 DIAGONAL BRACE PER HI8-91 13.2.1 FIGURE 33. OR HI8-91 SUMMARY SHEET (FRAME 3 THRU 6).0R CA -HIPS DETAIL CDi10. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. cc.. (C) CONCENTRATED LOAD CREATED FROM CUPOLA. (C) 12181( 5X14 5X14 ;1)7"13 -b 4X12(AI) .5X4 2-8-0 4X12(A1) TH3(B r+ (A LO 10-0-0 _� _ 8-4-0 _t_ 10-0-0 - 1, 3-10-8 28-4-0 J 28 r 4.1 OVER 2 SUPPORTS R='274i#, W-5'6 R-27410 W=5"8 T P - ALPINE OESIGN CRIJ UnC C - F Rev 17.3u5 0 o I=3 0 0 A= **IHP0RTANT**1` �ya��xT!3,+ Poll or WARNIN �sI t At tPEN � Q�OIES TC LL 20.0 PSF C�ATRUSS SK14LL cWtAllof 1VGH 1N1S DESIGN GR u4m SaECIF1GfICM On LR JGI 61 9DA). SCE HM -91 9Y 1P1. SEX IDIS DOM � j C. DL 15.0 P5F PAILM TO 9111.01NE TP1bS IN ®FUROW11AF 93TH 05101 OY 191. ALPIfE rot AEOInolm.'.SEWAL PiAPUENT B-Amic PE �p�' 10.0 OD9IIECT/NS ACE PAEE OP 7DCA GALT. 514CL KETth6 ASIN ACAS CA 0 COMPI AS APPLY A'ACC O 19OWT9. "ESS 0T1lP1gLd trDlChrXR To7 DL PSF INTEO. CU ECTCCS To EWI Or IAM MAI IFILESS 01"EQ/IN I.CM11O al SUIS OESIG11. PGSIII9V C439D SWA.L W LUfEOALLY BFAM METH CT10PEa H LL 0.0 PSF LT %Tf.aaD rLfd= 514EATHIIG DorfOH CH= h.C43M5 0MEMPS PCP IMMIX& M. 150 t 1EGIt-r. OESICII SIMLMNOS VIIV RX.MPLr AlTAC4[0 RIcto CE1tING — SEE W 63091 oy.LD. 45.0 PSF o Cnsirm N/A�'PLTm" IKIDY1c1O11S or NRS E APE. AH rimm..ews AIPf1f IM041 1. UVAFE 11lifull ran moms; I= [= _ C! 1____3T.7 C7 SEAL 01 b11S UPJr= APILIFS f0 IVF CouVotrlf DUPIC111116N. III MY. Kill MOLL 1111 op. ougCo IT1fl 111 AM unto M AY. LVItMALL AM ECA1101. F'"I5H A COvf d mrs 1981 OLslru to 11[ 1tryC11-N u1NPAmn. l� �L1E�� DUA. FAC. SPACING . 25 SEE ABOVE •-•If`t • IAUS ItA(C IIISIIrulc. ICU- 1991 NL1111I.St. oFilnj victF1cArio iIM IhYO DmInicomitll 11 r+ (A LO ,Mb: {DAHLIN--OMM&HA%XINS DAHLIN) / 143C HIPN TOP CHORD 2x6 FL SS :T2 2x6 FL 01: BOT CHORD 2x6 FL SS WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (S) SOFFIT LOADED FDR 20 PLF. 3X8 3X8 3.5 I7' 11) THIS UNG. MtPAREU FHUH GUMMIEH LHMI ILUAUS b U1RtNS1UNSI WUMA11CU SAY IXUSS HFH ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR11xx D RECOMMENDED CAMBER 3/4' AT MIDSPAN BETWEEN BEARINGS. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 1s AEGUIRE14ENTS OF I.C.B.O. RESEARCH REPORT #2949. ^I v NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION n 0.52 °. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.32 USE THIS DESIGN FOR COMMON HIP TRUSSES 9 24.0°oc. EXTEND o SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT m EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE to FLAT TOP CHORD WITH 2x4 HEM-FIR.03 OR BETTER 9 24.00"oc. N ATTACH WITH 2-16d NAILS G 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER W17H CRIPPLES @ EVERY 05-07-14 FT. 0c.. 3X8 TIA3C- 10 (Al) -49.1. — JA4 3X8 nQUA4 1..7/1-1 .7A4 3X8 DAD C"l { 3X4 [ (S) 6-0-0 _2-0 -Q _ 12-4-0 _2-0-Q_ 6-0-0 3-10-13 T 28-4-0 �- 213.4~ OVER 2 SUPPORTS R=20250 WQ5'8 R=16636 W-5"El PLT. TYP - ALPINE nESIGN CRITUBC CAIO/UO/-/-/F Rev 17.3u6 SCAL 74011875 1m O O O O o O fl o t� [m = 0 0 O O O O D O O O ALP INE TRUSS n r=1 0 o in 0 O t= Q O d O O t� **IMPORTANT**ILPIHE E1ICIMEREO DRAJ.is, TUC. fTYLL NAY 8E RESPONSIaE ►M AHY OEp[ATIpI Y110N 1944 O[S[GR OR MESE SPECIFICATIONS. CR ANT r&ILOPE TO ROME) THE IMASS TN COIiCMUCE NIIH OSIOO Bf TP1. A1PIK OMIMCFOiS IRC IAD! OV MA GILV. STEEL HEETH O &SIN AAAB OT O EXCEPT AS NOTED. APPLY COIKCIOAS 10 EACH FACE OF IMnS AVD [ANIMS OTIERHISE LOCATED 071 THIS CE91GH. POSITION C41MC1095 PER piANL.CS 430. 150 C leOA;, r1S14H SIAOOA9Di CCA+FOP4 ',;,PER FMVISIG%S OF FRS t TPI A!9 INOINEIR'S SEAL OK TH15 INIANIM APPLIES TO ME COMCHENT DE.PICIED HERE N1 allr, Aro suAll MT K rELIeD LrPa+ fa At+T onen 1119, WARNING`'' "�G""RE EUREAE CARE IH HI+NO.TNL EFU116N AND ORICING. SEE HIO -01 01 rP[. SEE 98111 OESISN FOR AM,'IIM LL SPECIAL PERNAHEN7 BRAC 1Iq Pr GUM ENIS, IA4ESS OT E1WME [WICLTt% TOP CHOW SHALL 8E LATERALLY GRACED 1117H PROPER LY ATrAMD OLYNOm swA-m n OSrrOH CI riiH RIOFE0.Y ATYALTEp 87010 CE1lrRG -^ .E ALPRAi TEMUCAL 9IDOAFE IM/90 FCR N11N'ER ORYNI&l Ail M110H FLVtHSH A COPT OF IMS Ot51014 TO Tr1E rwuii EAE1.11O1N eNplrweTla. 5neelr[CAI[011 FOR NonH raalwl^Gv ! Qf EJ %10.N�'^5 * � r >o 1k TC LL TC DL BC DL BC LL TOT.L0. 20.0 15.0 •� . O 10.0 w0.0 455.0 PSF PSF PSF PSF PSF REF X427--32064 GATE 04/15/96 OR1i CAUSF1427 96106521 CA -ENG MC /1 1 IIIII�OnU�I I I �� I{1I IINYI Itll IAII �lu1l '�I u UUR.FAC. i.2rJ ■••-TPr . 1rws PLAR winmTr. am - 197[ miletul oEs1G+r SPACING SEE ABOVE 0 LO m w r ' Job' r RKIHS DAHLIN) / T43X HIPW TOP CHORD 2x6 FL SS :T2 2x6 FL 01: BOT CHORD 2x6 FL SS WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. , CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (S) SOFFIT LOADED FOR 20 PLF. THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SURMIltty US TRUSS MFH. 0 xxxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxxx )P. C RECOMMENDED CAMBER 3/4' AT MIOSPAN BETWEEN BEARINGS. 9 CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH THE h. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. � NOTE: EXPECTED VERTICAL DEAO LOAD DEFLECTION - 0.51 to EXPECTED VERTICAL LIVE LOAD.DEFLECTION - 0.31 as USE THIS DESIGN FOR COMMON HIP TRUSSES 9 24.0"CC. EXTEND o SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE ut FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00'oc. Iv ATTACH WITH 2-164 NAILS 6 2x4 DIAGONAL BRACE PER HIB -81 13.2.1 w FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). 0R CA -HIPS DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 FT. oe.. 11I3X 1 luA old 6-0-0-0-0, 12-4-0 �3-SO-8 I 28-4-03-10-8- 28.4n 1 OVER 2 SUPPORTS R- 1933# W-5'8 R=19330 W-5'8 5w, 1. w,1. Rei 17 3u SCALE ■ B75 PLT. TYP.- ALPINE G _ S A 74363 0.i a o o a Aa I= d [� O p O O O p G Q O L7 p p p [� o ALPINE o TRUSS C� C=3 e o Y� c� X)1IMPORTANT*WI- L��; ENGINEERED IsaI ; n w DEVIp1ION FFOA IRIS O[31Et1 OR TtESE SPWrICA110t6, OR ANY W41USE TO BUILD THE TRUSS IR CGWORHANM PTAH, 05188 BY IPT. ALP ItC OOHWCFM AM Mitt OF 200 Eµ V. STEEL WETTt1G ASIR AAAB OR a EXOEDT AS VOTED. APPLY 010ECIORS 10 EACH TKE OT 190M AID tft as OTIERWISE LOCAIEO ON 1018 tf.SLOK POSIIIaU CCRIWCT002 PS4 VUultS HIO. 180 t IOWA -1. OV.SICN STANDMIGI COAfNIW W/APSLICABLE PRONISIC40 OF 1Oe t fP1 AN rMlIm'S gEAI Dv THIS R1MSllq AFR][B ro TIE OWOtENI DEPICTED HERE IN MI. AND SITALN.ot K P[`1m 1Pch TH AM 13 FIFA NAT. . _ mr .om nu r.uu. nra.r WARNINGNBI Iia E �,o a nt3�QiESS MCIHO. SEE WIB-St BY TPI. SEE MIS OESIGR FOR A0011104ki. SPECIAL P[RYAVERI 2RACIMG AT 0UIRERE111S. ULMS DT)EAAISE IM)ICATE01 10D CHORD SMALL BE LATERALLY BPACiO WITH, Pnwe LY At1A"D PLYWOOD SWATHING. BOTTOM C11O9 WITH DROPEILY ATTACHED AIWO CLIL IAM7 �- SLI AL911E TECHNIM UPDATE fF/1/B1) /OR PIKfER DRYWALL AVPLICATIUH FiWWISH A COPY a 11U6 DESIGN 10 ne lnUSS EFC, 1a1 ConwCnn. i erY[1rYf.A712.t rm Venn 21RTnY.nC _ �QQ �y A r RL r >D �' G yyy���ppp3 W894S i * * �. (�� 0.0 PSF TC LL 215.0 TC OL 15 . 0 PSF eC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 45.0 PSF REF 8427--32066 DATE 04/15/96 DAFT CAUEiR427 106323 CA -ENG MC / �lII IIuI +j j�I )[III U 3 z I ( �l I['JI�IIII t I Illi UUU 666 {{{111 C� OUR. FAC. • �u SPACTNA SEE ABOVE "O w VI B INS DAM.IM I T44 NIP 11 TOP CHORD 2x8 FL #1 :T2 2x8 FL #1: 80T CHORD 2x6 FL SS WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. RECOMMENDED CAMBER 3/40 AT MIDSPAN BETWEEN BEARINGS. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION i 0.52 ". EXPECTED VERTICAL LIVE LOAD DEFLECTION i 0.33 (F) CONCENTRATED LOAD CREATED 8Y 10-0-0 STRUCTURAL FASCIA FRAMING TO BOTH FACES. STRUCTURAL FASCIA TO SUPPORT 4-D-0 OF SPAN TO ONE FACE. STRUCTURAL FASCIA BY OTHERS. (S) SCAB BRACE. SAME SIZE. GRAVE AND LENGTH AS CHORD. • ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. (H) RECOMMENDED CONNECTION FOR TRUSS 096102510 8 096102512: SIMPSON LTHJ. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT.OF SUPPORTING TRUSSES). (L) SOFFIT LOADED FOR 20 PLF. THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOADS) WHERE SHOWN. • (F) 4059 ONS. PREPAREO FROM UT (LOADS G DIMENSIONS) SUBMITIED BY TRUSS NFA. 2 Complete Trusses Required:S NAILING SCHEDULE: (10d4box-pails) w TOP CHORD. i ROW @ 10 O.C. A. BOT CHORD. I RON @ 16' o.c. WEBS : I RON @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH RON TO AVOID SPLITTING. NOTE: REACTIONS: R R3 ARE FOR #1 CALIFORNIA HIP AND 93 CALIFORNIA HIP .• RESPECTIVELY. rr (A) 1X4 03 HEM -FIR OR BETTER CONTiNUOijS LATERAL BRACING TO o BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING l0 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 11 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.08oc. EXTEND SLOPING TOP CHORO OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 331. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR DETAIL CO110. SUPPORT HIP RAFTER {PITH CRIPPLES @ EVERY 05-07-14 FT. oc.. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR.. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (H) RECOMMENDED CONNECTION FOR TRUSS 996106507: SIM PSON X12 (F)405Q HUS26. SEE CATALOG C- MPT95H-1 FOR NAILING (A 1) SPECIFICATIONS. (UNLESS ,Wg• ,.OTHERWISE SPECIFIED. 4 ) , 91F�i SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES (L) AND MINIMUM HEEL HEIGHT 6^0-O 1 OF SUPPORTING TRUSSES). 28.4" OVER 2 SUPPORTS R-36090 W=5'8 R=3835# W=5'8 R3=1997# " . 865# •` R3=1949# O o O o co o XxIMPORTANTIEaAL.INEoacIEL1¢D PROCACTS INC. WARNIN IRUSSE' IEOAIRE EIIRIRE CARE SHALL NOT BE RESPONSIBLE FOI NIT N HIHOLIM EPECIIO6' IAO ATRUSS Wn ATION FRW THIS OESIBN 01 TIES_ SPECIFMAI106'S, 09 NTC SWIM- = NIB -91 BY TPI. SEE [NIS MISS FAIWRE TO BWL0 TEE TRUSS IA CcWon cE NtLH OSIOa OT TPI. FOA i00I'r1oRAL SPECIAL 1ERILNERT BRACING RE ALPWI C061ECTOMS APE WOE OF OEGA SAM STEEL NEE111a /STN ODIMP07S. 10LESS 9TIEVATSC 1110ICATEO, YOP A449 OR S E:rFYT.AS NOTED. ADPLY CO'FIECtOiS LO EACH FLOE Or CHGRO SMALL at LATERALLY BR,OEO SITN PROPER rR SS &I* LOESS OTKRNISS LWATED m1 THIS DESIGN• POSITION LY ATTAOED FLYNOW SHEATNIIYL 8011!1 CUOROWI!ECTOM PIR IIRANIAOS SSD. 150 C 1B DA -R. IIE53W STADAPOS RCCA MOt*FLY AT[ICIED AIOtD CEILING -- SEE CCRSOR" N/APRUCASLE P"ISI0N0 C! NDS B TP[. M 11a;IWW'S LLPN( IECNNICAL WOAIE P/5/911 FOR MOF --'ER SEAS. Olt TKIS DRA019 APPLIES TO 11E CO"IMI OEPICLEO HIRE WrfNALL APRICATIM FLR11511 A CUPT Or T141S O O C) l-_3 C7 C7 t11 QNL+' ANO SH4L NOT HE FEU LD U,cN TN A9 oven YRI. IASICN TU Htr rptr 9 F3Ci r1N1N CPJ PACrLA. CALCULATED OVERHANG DEFLECTION OF 0.12" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. -T vl 7-d i �pfta� TC LL 20.0 PSF REF 8427-•-319 �yc TC DL 15.0 PSF DATE 04/151 �^ C OL 10.0 PSF ORW CAUSA427 9s No,GI.' s ~ C LL 0.0 PSF CA -ENG M :k 07.LD. 45.0 PSF CIVIC. � OUR.FAC. 1 .25 millimlippi rflp.6309]Q f �. SPACING SEE ABOVE r m D] w (A TH--BRUNOSHAWINS DAHL 1`45 COMM -OP CHORD 2x6 FL SS IOT CHORD 2x6 FL #2 :82 2x6 FL 01: WEBS 2x4 FL Standard *ONNECTOR PLATES DESIGNED FOR GREEN Lk BER PER NOS -91 TABLE 1.3.3. I :ONNECTOR PLATES MUST] BE INSTALLED IN ACCORDANCE WITH THE I£QUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. :N LIEU OF RIGID SHEATHING. 'OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ) 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. .)R BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. (UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS 0'AG. PREPARED FROM COMPUTER INPUT (.OAOS S DIMENSIONS) 2 Complete Trusses Required E�__ S NAILING SCHEDULE: (10d,1ox_Pai 1S) TOP CHORD: 1 ROW @ 10 O.C. BOT CHORD: 1 ROW @ 16" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOIO SPLITTING. ' TTEU BY TRUSS MFR. XK*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORMxx (U) 10 PSF SC LL CHECKED PER USC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE B07TON CHORD. (B) BLOCK. SAME GRADE AS BOTMM CHORD. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. i) REVISED q/15/9b r ABC (HEEL HEIGHT PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING - -.I` . r 4-2-0 4-2-0 CONVENTIONAL FRAMING.. 107811 (C) CONCENTRATED LOAD CREATED FROM CLFOLA. 11569 1078# --� —1 6X6 ) — 1)7°13 3X14.(A1) — -2.5X4 1 SX4 82 '-3-- �, 14-2_0 14-2-0 '-3-I0 88 28-4-0 f 2814" —� OVER 2 SUPPORTS R=3192# W=5"B R=2829# W=5"8 7357 en to rn 0'. fN ED 0, to tC o E� E� o a o t= � 111! IMPORTANT**'L x"' EN6IAQEOEO ""col1t10, 1110, auLL wT of AESP"IBLE ran ow DEVIATION Tram Tilts DESIGN CR TIESE STECIVICA110NS� an uri WARNING,7 nEoulRt Ex'OLIIt CAI1E IN IaaaLle4 [VECTION aro 0=396. SEE 0410-91 OT TPI. SEE nus DESIGN Q@VIG1° Fy TC LL C DL 20.0 15.0 PSF PSF REF R427--31180 GATE 04/11/96 O O C� I=) p [� ALPINE �) TRUSS r..I ' C1 cm C] C= c� ' �I ►AIUM TO Oulu TIE UNA9 IN COAPo101ANLE 111911 OGlas DY IPJ. A071IE 01INKC101I1; at )UDE OF Zack QALY. iTEEL NEEIM X9111 444 611 O ncEPT AS NOTED. Amu OaNwions 10 UOI vau 6 TM5 AM 1MESS 011"111SE LOCATED ON MIS DE31CR P051Eiw COEXC►onS PER 011"IMS 150. Iso c IEaA•r. DESIGN STANDARDS CSNOaN M/APPL1CADlE P00VIOIONS Of 109 i TPI. AN EN0INDER'S SEAL ON 11115 OIANIM APPLIES 10 ILK Cf7Ea111EN1 OfPIC1t0 Lent IN &ILT. AIA, 91ALL M1 IK afLirn WON 111 AL1 O1q'11 MAT, EON Apa TllaNAl. SPECIAL PE11341411' 0114CEM NE OVIRENENIS. W&CAS DINiaNISE IWICAlt4 TOP flo CItONO wam BE wcmtT EAIACED NI1N Pvall ET All►01E0 PLMOD e+u+na11o. 110119N nano 111TH PPaPE/ar ATTAOED 01610 CEIL1ND -- SEE ALPINE ROINICAL IMIC 1111/91) EOII PIVYR : l WV9.fCA11UN. ru11/I91 Al Cfrr or INII.^� llf!1IGN /n IIU. norm Crocitm eximACn111 r DL LL (LF) * E1o. 6107 oT . LD . �1 ` f ,`I` ��� DU11 . FAC . ,�O 1 � � SPACING 10.0 PSF 0.0 PSF 45.0 PSF i 25 24.0• DRW CAU 427 96102503 CA—ENG MC 1111111111111111111T 3 1 1 e 0 1--11-1 RIC MAW 111911111,1- til -I -1T11 IAIIIIMUI 41101121 fVl*C11 fC%IINN 11/1 MI/11 l:AM111KIIfv1 n r In .D A v 1 Joe: i0A1iLM-MH06HAWKINS DAHLIN) / ffJ8 • TOP CHORD 2x6 FL SS - BOT CHORD 2x4 FL #1 f WEBS 2x4 FL 01 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. i i IN LIEU OF.RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" C.C. IN ADDITION, A RIGID CEILING OR•2x4 03 H.F. BETTER CONTINUOUS O.C.MUSPROERLYACHETO THE BOTTOMCR. THIS ONG. PREPAf(EO FROM COMPUTER INPUT (LOADS.& UIKEN5LUN5) Wtsnll lcu 01 1— A D c N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. to CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADSto INSTALLATIONLTOAENSURE THATITHISRTRUSS IS ERECTED PROPERLY. w 0 SHIM ALL SUPPORTS SOLID TO BEARING. UI (S) SOFFIT LOADI30 FOR 20 PLF. o i R�109� K=i'8 6. 4 ----� (s) ,3-10-8 6-0-0 B-0-0 j 6. -OVER 5 SUPPORTS R-6060 W-5"8 R=48# Wm1"8 R=315# W=1'6 R-2683 W=1°8 7-d r C=3 O O C� r O NAEL1Enuiv1 ►� IMPOATANF*SAL°IW EA61NEE180 PP°DLLDTs. INC' WARNINGID"'IEB NEWI.e ExraE1N D'"E tt[ SILLLL ItD1 BE PESPOOSIBIE FOR Alli Ilf IRHOLINL ENECTLON AND �Q1 GSS IPtlt 1835 micH OA MESE �PECIEICAT1aw OR ANY SPACDYs. EEE MTB'D1 Bl IPI. SEE IHIs DESIQ! CQf rsmm TO BUILD 1NE IIEJSS W MWORM&WIF YIHI OSIOB BY tPI. EOR ADDITIONAL SPECIAL PEAARIMT OBACUIS ALPI E CONAECTCRS APE NIDE OF M& CAW- STEEL NEEfIID ASTM CUTPENENTS. IPLESS OTLEWISE I DICATFD, AAM6 CR B EXCEPT AS /DTEO. APPY COIMCTWS TO EACH FACE OP CICAD SHALL U 1.00ALLY SEACED WIN .BC L'D 1AN.E`SS OINERNtSE LOCATED ON THIS DESIGN POSITION LT ATTACHED OLYIODO GMEkMly6. BOTTOMCCa#=TV1SPQT OPANIIACS 130.ISO 6 /O0A-P. Ctft@F stito MS NI18 M10PMT AUACIIED R1SlO CEILLI:O -- CM#OIOI N/AF'fl]CABLE PIHIYI51CM OF NDS 8 171 AN EIDIIEW'S ALPDNE FEOfIICAL UPDATE u/t/911 EOR EM. SEAL at 1015 WASIK APPLIES TD TIE COPPONENF DEPICTED 1EPE C "t1t APMICA"ON, FL""SII A COPY a I 1 � ^ � IN CIILY, AID SHALL 1DT 09 FCLIED 00011 IN AUT OTIlM NAI. DISICO TD tie IINISS EAESTION C0141 T'ACI M. Y .,. WI • IAUSS PLATE Dal ILUTE. WS • LODI WTIOAIAL DESIGN WECIEICLTTON FOO NOCD COISHXICIL011 % TC LL 2O.0 PSF G TC OL 15.0 PSF BC OL iO.O PSF LL 0.0 PSF TOT.LO. 45.0 PSF AEF RA27--31948 DATE 04 15/96 DAN c/Lusaaz� 96 6510 CA -ENG MI/WS 3 1 4 DUEL. Fac . 1.25 Sof PA N 24.0* r� P. N m m A m -D 33 M A 4 H H 0 Tn r 12 4 or greater ` Q., / Bottom chord diagonal bracing repeated :at each end of the building and at same spacing.as top chord diagonal bracing. Up to 32' 1 4/12 1 15' 20 1 15 Over 32'- 48' 4/12 1 15' 10 17 Over 48'- 60' 4/12 1 15' 1 6 14 IOver 60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L1y All lateral braces lapped at least 2 trusses. L1y BOTTOM CHORD PLANE WARNING: ° Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can buckle j togetherand cause collapse Ifthere lens diago- nalbracing. nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater .6,6.pppp AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28' - 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 1 3.0 1 5' 1 S 1 3 Over 60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required ?e. of fess i -45' Frame 3 Attachment Required - ! 5R& W" — ll, "in ,W;o 00� rL ryp\ �y�Q Topchords that are laterally braced can buckle yyQQ� togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 w9cl L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. s All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. __`' =45° I- `egg o0 9`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Is 30, •. �••:10M All lateral / braces lapped at least two —_trusses. =45° End diagonals are essential f7on stability and must be duplicat. both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required v Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP CHARD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS; SPAN DEPTH SPACING(LBs) #trusses ;. >i^ '. ,SP/DF.-.. SPFl;HF.. U to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 1 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 w9cl L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. s All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. __`' =45° I- `egg o0 9`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Is 30, •. �••:10M All lateral / braces lapped at least two —_trusses. =45° End diagonals are essential f7on stability and must be duplicat. both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required I 10" or Greater Attachment Required v Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. CC IC,A WARNING: Do not attach cables, chains, or I hooks to the web members. Tag Line Spreader Bar Toe In Approximately 1/z to Y3 truss lergth Less than or equal lo 60' Spreader Bar Toe In 1 \1 Tag Li ie WARNING: Do not lift single trusses with spans I A& greater than 30' by the peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Yary bracing is installed. Toe In /4 --Toe In Approximately 1/2 to V3 truss length i," Tag r Less than or equal to 60' Line Stroigback/ Tag I Line Stiongback/ SpreaderBar At or above mid -height Tag Line i 10 � Arproxirrately '/3 to J, truss length Greeter than 60' fu10' 10' App-oxima:eiy Y3 to 3/4 truss langih Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for -he inst3liaticn of Atrusses with similar configurations. Consult a registered professional engineer if a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design SpeclRication for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING BUILDIiNG. EXTERIOR Ty pical horizontal tie member with m 3fliple states :HT) Frame 2 ' 'iruss of braced cup of trusses (E6) 60° 60°x' or less or less` Approximately Approximately.Tag 1/Y truss length 1/3 truss le igth Line Truss spans less Man 30'. Liffii Spreader Bar Toe In Approximately 1/z to Y3 truss lergth Less than or equal lo 60' Spreader Bar Toe In 1 \1 Tag Li ie WARNING: Do not lift single trusses with spans I A& greater than 30' by the peak. the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Yary bracing is installed. Toe In /4 --Toe In Approximately 1/2 to V3 truss length i," Tag r Less than or equal to 60' Line Stroigback/ Tag I Line Stiongback/ SpreaderBar At or above mid -height Tag Line i 10 � Arproxirrately '/3 to J, truss length Greeter than 60' fu10' 10' App-oxima:eiy Y3 to 3/4 truss langih Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for -he inst3liaticn of Atrusses with similar configurations. Consult a registered professional engineer if a different A bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design SpeclRication for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING BUILDIiNG. EXTERIOR Ty pical horizontal tie member with m 3fliple states :HT) Frame 2 ' 'iruss of braced cup of trusses (E6) Up to 24' 1 3/12 1 8'1 17 1 12 nal bracing. Diagonal bracing should be nailed Over 24'- 42' 3/12 1 7' 1 10 1 6 �Ngs Over 42' - 54' 1 3/12 6' 1 6 1 4 5' Over 54' See a registered professional engineer 84" DF - Douglas Fir -Larch 7' SP - Southern Pine G. HF - Hem -Fir 108" SPF - Spruce -Pine -Fir ti 0 9' �� ryP`O 0y •c�JySe�\ Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle 1/4" 1 togetherand cause collapse if there is no diago- 24" nal bracing. Diagonal bracing should be nailed 2' to the underside of the top chord when purlins 2q• or are attached to the topside of the top chord. �Ngs MONO TRUSS - 60" 1-1/4" PLUMB I I I Truss D th 12 -13 or 6 \\greater All lateral braces lapped at least 2 trusses. 0 Continuous Top Cl Lateral Brace Required 10' or Greater =45° Attachment Required --i WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 1 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6• 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' ep D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW 1 L(in) L(In) U200,. .... L(ft) 50" 14" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L(in) ..........::::::::::::::::::::::::::::::::::::... Lesser of U200 or 2" L(in) ; I U200 L(ft)' 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1 /2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. " DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6, This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilifyof the installer (builder, building contractorr, licensed contractor, erector or erection contractor) properlyreceive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does rot intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates s condition where Failure to follow instructions or need wam- ing wi.l most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes E. condition A where failure to follow instructions could result in Jsevere personal injury or damage to strictures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsiblities involved, be presented as a guide forthe use of a qualified building designer oriinstaller. Thus, the Truss Plate Institute Inc. expressly disclaims any resp:)nsibilttyfor damages arising from the use, application or reliance on the recomm=endations and information contained herein by building designers, installers, and others. Copyright f* by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in theUnited States of America. `° ;TRUS$'STORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All co.inections should be made with minimum of 2-16c nails. All trusses assumed 2' on -center or less. AI' multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be 1A supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 JAWARNNG: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. JAWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. F,rame 1 5� r" " i:ERT IFICATL 0F COMPLTANGE RfSMC"NTIAL Pac r -1R Project Title. ., DAHLIN Pr-,S,I:D NCE � 0-MtG , 04/02/96 hr�rt;iecl Address u6 UP HAWK- LANE tsr D+cLimentat ion Au'FI-rar. GARY HAWK].N � �,�•v +.r.,�:r. Chu i ld in'ca Near i c t ' e Liriana � I•iawhins � � r 0 Con t•it '!oil Dr^ivo, S•te 1 { _" �"�� _ � Chioo,�CA i �"Iar1 Chracle, Date (91f), 595-1'125 _ -. _ _ � C'lirnate Zone, T'I [FTelci .Cliecl %Lra�F; Gompliarlce 9 hteklrod, NIICRGWAS�I y4 i0 For 19995 Standand�Y"Enercompnc_�_>__ _ -- -- et-V_ hf I- _ ori- -- --M>CRRPASq v�t,50 Filcawl)AHl IN� W•tl!«GTZ11S92'Proclrrn-FORIt OF"IR > User4-MPQ606 I 7 rear-t3ri.rno �C Hawl�•ins Rl.rn-2 fi0 $F,PLAN � ' 1 GENERAL INFORMATION------------------- � Conditioned f^lour Ar -a, 2760 si Guildinq Type.­., , , «. Single. Forrily, Detached v Const:rr.tct-ion TYPe New [�uildlrtg From arientation. Front Facing 3Q5 deg (NW) Number n' Dwelling Units— 1 Nurriber of Stor^ie............ 11 Floor ConstrLiction,Type' ., Slab On Gt'ade Glaztiiig ;Rercei-itage. 23,4 of floor arca Average G1;4, zing U--vaILle, 01.56 Btu/hr-s•F-F BUILDING SHELL: INSULATION, C 4>rlipoi"ient, Frame Cavi!i:y SFr"-thing Azsembl;, 1 Type Type R-va'j i.r+w R-VaI Lie U--VaI Lie Loi a*ion/Camrnents _ _ wall Wood R-17.8 R-0 0.065 FRONT,-GAR/ATTIC, LEFT, ATTIC BACKLEFT 'BACK, RIGHT OAR/ATTIV' Door n/a R-0 R-1-1/;i, 0.330 FRONT, , WAGE Wall Wood R­13 R-•0 0,088 RIGHTSTGNF„ Roof Wood R-lio R-0 0.039 ATTIC E, I ab'Leige n/a R-0 0.720 TO aUTSIDI Sl ala Edge n/a R•-0 R-o/a 0..900 TO OUTSIDE labI cI n/?-! R-•0' R-n/a 0-`$50' TO GARAGE S1abEd e n a R-O R-n/a 0.500 TO GA'RAGC FkN-STRATIGN' It of I n tar •i or Gve.r~ Area U h'ran i�ading/ Extet,iol, Ii�tn?1/ Fr. rnirig Ori enLahioil esDsr, riphien ty;,ding i fn^a. Type Windowv r1=r ont:�(N'W) 16.0 0.570 ~?- Urap,0s N Stcl, one Yes- Vinyl- Windrow Front (NW) 16.0 0,600 2 Drapes,Std None' � 1 't.i'i,S'q1�' v tindow Front (NW)' '16 ,o 0.600 2 Drapes .Std None es. V-Iny1 � i (NF)40,0 8.0 0,550 2 None Norio r� r> V'ti0 ,7il,,r�'�j�l`� ), V)ght Hor7�ILi9..i r !/Door Luft X10 , 0 ` 0;550 2 Drapes ,Std None YeM 4�laacl i(loor Left (Nff 61.0 0.550 2 Drar»� Stci Norio N oor- Lei t P") %2., 0 0-550 2 D S.. Drapes, NoneAP d4�`indaw ,Le,f�h 's � o � ✓Windrow Loire (NE) 39, 0 0.570 2 'Drapes. None Yes' Vivi<1 (NE) 'I^,5 0,600 Drapes,SLci None' Yes Vinyl ' Wtindow l; ft (NE) -45 0 600 r!yl Dr.ai� 4 kri i�„ CERTIFICATE OF COMPLSANGE; RESMENTIAL Page 3 CF-1h ProJect�TI''+"le -DAHLIN-RES10RNCE--- - bate. 04/02/95 --------------- li MIC,ROPAS4 v4.50 I'i:le-DAHLIlNl Wth-CTZ'11S9?' Prucrr��m-F F,11 Gr•-'I] U:ser•lf-00666 llser-Druno plc Hawkins Run-41,760: SF (ALAN { ------------------------------------ -------------.------- --- WATER HEATING SYSTEMS - Numbet; Tank Exi:ernal in Energy Sizes II-isuIation I'1d n k, Type Heater Type Distr•ibUtion Type System Factor (q 'I) R-value ..-------- ---� •--_------=---------------�_--_ -.. - � Storage Gas Recirc/Dom � r z�ridP•ipeln 1 .a3 LF �0 R- I2 SPECIAL FEATURES/REMARKS---------------- _ =:P s ANCE .. �C� C' .CI�iFL� TAT M Nl' p� This certifi�'ate of oorrip lianoo lists-the-building fe5a•tures au.d performal`ico specificorbion�s needed tc comply with Title-24, Parts 'i and 6 of +he, California Cod@ , of Regula•titnz. and the a dm ifit ist'ra•t•ive regula•ti!ons :o implement them. This certifl, .wl:e has been signed by the` individual With overall deign responsibility, Whon thiu certific:,ite or compliance Is submitted For a single building p1an to We built in ro�a'l;tip'le ori enl;ation_$, anyh dectiran', t iS varled 7s Indicated in the`! �airures/ I sacling Fe�+�te#r�G, lha Special ial F Remarks' '` yJDESIGNER car OWNER DOCUMENTATION AUTHOR Nemo GARY ,r. ti.... I-1A44KINS Name, ... CARY FIAWKIN�} Company.; MUNO & HAWKINS Company, Bruno & Hawkins Address. 20 CGNSTI'fUTICiN faR. S'fE A`' Addf?t1 s, 20 Coil t,rtu -Ion' Cir lva_ :ate 1 RHICO, CA: 9597'+3 Chico,, CA 95913 { Phone.. ,; 1`5) 895-1125 Pholie_ .. (916) 895-117.6 License,< C I 69$ -rel( "�idned. _. ',, � Signed,, �1M (date.) ENFORCE 1CNT AGENCY N�imcr, Agency. e � y r `.f rTIFXCATr-,- OF COMPLIVICk Jil �If)(;NT IAL PaGe 7. Pr ,i -04/02/961 oject DAHLIN RE&DENO OMbs. - _ MICROPAS4^v4-50f rl I,,1KIN W`kh CTL 11592 Front ro � -FORM CFw 1 R { Ua rtl.hiP0tiC6 User -Br unu Hptr,b,ins Ryn-2760 SFP AN I FENNSTRATION ------------ Orientation Area (-f) U SAO 0 of Interior lann_ Shading/ Over- li inn/ Framing -Lcfi�_{N- _ _ "� Description - - w_ SF-'�.�Qr'i4r ding FiI`; rYra� r Wiridcw.V ! Wi nd Left (Me) 12-0 40 0 0-670 0 55Q _-- ,-- 2 Dr�+p r ctd- 2 _ ---- _ __-- Pone Yes~ -. VinylT ✓Windaw� Left ✓Window Left (SFE) RE) 10,0 A,ti00 Dr^ape s, Std 2 Drapes,Su Nene Yes None Yes Wood Vinyl indoor Left {NE) 4,5 '1,0.5 0.600 0.670 2 Drapes.Std 2 D'ralae,,'Std None Yes None Yoe Vinyl _ .✓Door Left ,Door Kaci, JQ (SE) 40,P 34.0 0.510 ? D.r apes .Std None Yes Vinyl Wood oar CSE) 40,0 0:550 0Ss0 ? Orupes,5rd G Da ap.Std None Yet Nona WordBack Window Back O%Window " Back (SE) 910 0,600 2 Dr epis.sto 5'e;s Non, Yes Wood Villyl 'Window Back (1F) {SE) 4,0 14.0 0,600 0.570 2 Drapes.StdNone 2 Drapes. 50 Yes None Yes On yl ✓Window Bach ✓Window Bach (SE) {�+�) 1 F ,5 4,0 O.a70 O.GO(l 2 Dwapewstd None Yes Vinyl -Vinyl yls .' Andow &Bmck 0E) 43 0.600 9 �. Drapes.Std 2 Drapes Sid None Yes Nome Vin,yT ✓W`irtdoi' Back Window (SE) 100 0.,570 2 Drapers.S•F:d Yes None Yew Vinyl Vinyl Right vVindow Right CSW) (SW) 7.0 7',5 6570 0,570 2 Dvapes.Std 2 Drapes<Std None Yes None Vinyl Qndhw kilt �600r (W 2.5 0,600. Z Drapes Otd Yes None Yes Vinyl Vinyl , Right Riahh QW) ($W) 40.0 4.5 0.550 0:'600 2 Drapes. Std 2 N��n�� Yes Wood-1Window ''Window Right (SW) 12.0 0,570 Drapes.Std 2 Drapes.Sid None Yes None Yew Vinyl Vinyl A ndow R ght /window (8W) 4.5 0,600 h Drapes. Std None Yes Vin yl, Right ✓Wi rid aw fi'i ght 6) (aW) 40 � 12.0 0:600 0 2 Drapes. Std None Yes Vin yl Horz 6.0 ,170 0.550 2 Drtapes , SQ1 7 None None Yes None Vinyl' ,11SkyliGht Mune Vinyl THERMAL MASS 4- Area�,Thickness _ n Types --- Exposed (�j') {ire) Locatian/Cornrrients SlabOrir?r ade~ �No� _ _ 12306- 4.0- TYR Slabs n(3rade InteriorHorx Yes Yet-, $64 4.0 RATH,LAUN,PANTRY, HEARTH Interior Vert Yes 90 1.0 >`I0, i' 0 COUNTERTOI-" R S11OWrR,COUNrltiitTON�y a HVAC SYSTEMS Minimum Y�Duct-� Clr.rcL l`kerrrostat Equipment TYPO ("fNCIency Location h vliat Type°r - - Gases-- 0-£300 Ai=UE4 Attic rM'- �^�a1�� A-4.2 :;si$ ���;� AirCor cl 12.00 SEER Attic R-4.2 S�I"bac� 'a.`�'��*` , MANDATORY MEASURES CHECKLIST:,"RESI:Ui'Nt'IAL PIg9 1 MF-JR PrqJact�Tia;lt>. � �UAFiI_.rN-Ri=SIDCNCE- _ _ _ M - Oa'tti r04/02lg,b Project AxidressV.....i, 36 REO HAWK LANE :f< Qx* -- _ bacumenta•t•i or Author GARY `HAWK INS .rw:rx.ci .r;in g r Pr�rmi�_}} � Oruno & liawkint I _ti__.� 20 Const7tr;,ltion. Drive, Sten: 1 ; PT-4 ERerci ' 0a—e ChAo,, .CA 95913 (916) E395w1125 ; i 7eld Ght�c / C1k, 011 mate `toric. s Conrpl-tanca Method MICRO'AS4 v4 50 for P9cJ0 tit nda rear _ �7 rcis by Lf comp �Inc.,� J ~MI CROPAS4 v4.50 File-DAHLIN W r7e-bAH1 INGJ kl r CTZ 1 '1 92-�progr-amaf ORMTMF-1R' i User11-MP0666 User-1 ruho i? Nawf ins faun-060 SF f'LAN - t_ wrise r esi;dent` al buildings Subject to the Standards Oil con•ka•in th s measures regardless of the compliance approach used, Items marked with an asterisk (a') may be superseded by more stringent cumpliame. recju rome=nts listed on the Cartificate of Compliance, Wi`etan this clteckli51 i7 incorporated into the r Permit documents, the 'f=eatuT"vis nates{ shall be considered by all parties as l b1 ding minimum component per`i`orrn{:nce specifications for the, mandatory rmeapur'es Whother"tl•rey ,are shown elsewhere In they :doce.rnr'ents or on 'this checklist only.{� i 'BUILDING ENVELOPE MEASURES er- ment.. *150(x): Minimum R-19 veiling `fnsulatipn 'i 50 (b) ; Loose fill'Insulation manf,ifac^+urers labeled R-Value. ,�.� � *1500): Minimum R-13 Wall •inmu'la't`ion in framed walls ✓- - (does not apply to exterior plass w{+lis), ✓ *100(d); Minimum R-13 raised floor insulation in framed floors; - minimum R-8 in concrete r,.r'%seti doors, � 150(1) Slabedges insuiation water absorption rate rlo', gre2.0ater. �� than J hen 0.3%,.,3% �, w{-ter vapor transmission rata no creai�her~ •khan 1 1'I3 Insulation spec ii:isd or Installed meets CFC quality standar ds Indicate type and form. 116-17: Fenestration anon Products, f or'for Doors and InfiArotidnJ Os,i• ltration controls a, Doors acid windows betbetweenn c,or ditioned and uncorrd•1tioned spaces deshnod to limit air 'leakage. [a. Manufactured fenestration products„ have label with certified U-value; and 111fIl tr ation cerci Fioption. r., Exterior doors and windows weathers all joints and penetrations caulked and sealed. r� MUD ; Vapoi^ harriers .mandaiTor~y in climate hones 14 and 15 a only. 150(f)l Special infiltration bmrrier instal 'lad to �:nnrply with Sev l 8 1 mMs CCC qr a i ty standards. . gryoll�' r�%+ x 1ea0(e) a installation offirepl�,ce;�, Uarar•at•ive Gas and, gas -�� �t,a 1 its only and' ferrtory-brtilt fireplaces have, �" "�„� a, Closeable 'metal or gloss door � ,�� b, DOOM air ihlrake with damper and control �„.� ►� P. clue damper rand control ' 2. No continuous burning qas pilots allowed., � � COMPIJTr_#7 ME1'Ho SUMMARY- Fine 2 3-211 Proje(�+ T t1a_ DAHLIN RESIU1511CF Date. 04/02/96 MICROPAS4 v4.50 Fi1e-uAll l_ZN W+h-GC7.11:30-2 Progrartr-FORM: C -2R U seril-;MP0666 User -Bruno 3, HraWklns L.AN Run-2760SF,PLAN ,t llS U I I.,DTPIG 7_G1NE x'NFOftiMAT).L1N =M �------------------- f"l nor 11 o•F V6n'k ' Ai-e�l Volume gwelI Cond- Thermas-lia a Heigh -l; Vent Area Zone Type (sf) (of) Units itioned Type (f+) (s`'1 ) HOUSE -- - ------------ --- Res idemce 2760 32333 1.00 Yes Setback 2.0 n/zr OPAQUE SURFACE. Area U-• - Irmul Ao+ 'polar- Farre 3 Location/ $urfatce (sf) vaIue R-val Azm Ti 1't Gains Reference CQrnrrrents, HOUSE - - 1 Wall 3g x, 0_ 065 '1 t , 8 305 90 Yes W,19 .2X6, 16 FRONT 2 Wall' 25:5 0.065 17.8 305 90 No - W.19.2X6 16 GAR/ATTIC 3 Door 28 0,330 0 30$ 90 Yes. None. FRONT 4 Dow- 20 0.32,0 0 215 90 IJo None GARAGE' 5 W 11 64$ 0.065 17,8 35 90 Yes'. W,19,2X6.'16 LEFT 6 Wall 22 0.065 17.8 35 90 No W.19,.2X6.16 ATTIC 7 Wra11:. $7'; 0,065-174 Q 80 90 Yet IW,19,2X6.16 BACKLEFT 8 Wall 504, ' 0.066 17 , 8 125 19'0 Yes W, 19 , 2X6 ,' 16 BACK 9 W11,11 '70 0.065 17.8 '17.5 90 Na' W.19.2X:616 ATTIC' 10 Wall 499 0.065 17.8 2115 9`0 Yes' W.'19.2X6.16 RICHT 11 Wall 309 0,065 17.8 2115 90 No W.19,2X6,16 t7AR/ATTIV'' 12 Will 20' 0.0'88 13 215 90 Yes W.13.2X4.16 R1.0,11TSTONI=. 13 Roof 2746 0,039 30 n/� 0 Yes R.30,2X4;24 ATTIC - PERIMETERLOSSE Length F2" Insu1 $61a'P Surfiaoe (i:'l.) 1=aator. R --ya I Gains l_6ta+ioh/CommewLs HOUS1 14 slabEdge 206,. 0,7?0 1 -0 No TO OUT'wIDE -, 15 SlabEdge 41 0,900' Ft' -0 Na TO OU'C:,IDE 16 Sl abEdoo 25 01550 R-0Nr,, TO GARAGE '17 81 abEdoo 13 0.500 R-0 No TO GARACII FIZNESTRAT ION SURFA0VES li of �Vent,W S(: Sc,' Tntet* 'iur' Area Pan- rrame Operr U Act 0 1 a z s Int Shracling/ Sr,rrt ,oe (af) 03 Type Type, value Azm T I t OnIV Shade DesscrIpt-1 on -- ------ -- --- _ �.6UTTe.0w *__ I I Ol) aF: 1 Win+•low 16;0 2 71 ,1Y1 Fixed 0,570 305 90 01.09 tt�� 2 WIrrdow16,0 3 Window 2 Vinyl '16.0 2 Vinyl Slider- 0.600 3(05 90 ' kt,lj 4 Skylight 8.0 2 Vinyl 0.600 805 Fixed 0.560 305 90 0188 0. L%A u, 0 0.88 0. �,v�°Id�ir 5 Door 40. .0 c Wo, od � 511der 0 ; 550 . 'a 90 0.88 0,78 � 10r�: pas u'I:e1 6 boor 6'I , a 2 Wood S1 ider 0.550 3$ 90 0.813 0,78 0rapoz S,• d 7 Dow- 72.0 � talo�s�.� 'l,'110er 0 .�550 3`i 90 0 fib tl z,; nr,Yrr� : �. _ _ C yl r MANDATORY_ MEASURES CHECKLJSTr RESIDENTIAL- _ Pac1r �' MF- 1R _.- _mow -•-;� __-,��. Project Title.. ..... DAM! N RESIDENCE Data 04/02/96 ,I MICROPA 4 v41 50 File-DAHLIN Wth,-001102 Progrc-rrn-l=C1RM MF-1R } UserOMP0666 User-isruno r?,r Hawkins Ron-2760 SF PLAN i rw..n.'..+.w--- --....... �r..«.tw.M..;i+....1...'.t:.�r_v...+Ya x..w.....:.�.-it r.. n.,....+.rw v+t..... SPACE CONDITIONING, WATER I•iC' ,TNG AND PLUMBING SYSTEM MEAal1RGa a .- �. r.wt.«,--'.--t..,- r_,........» r.-...-...-�.rw..,.-...-.-:, ......'-..,._...-........,.w .-...«,..:,.mow..-- Qeslon- Enforce- or rrrwnt 110--13: HVAC equipment, water heaters, shower) er rsds and f a u o e t s cort1 fi ed by the CEO' ' 1 150,(1) Setback thermostat on all applicable 'cati`g .y..tr~rn.... 15AW : Pipe and Tank insulation 1. Indiredt hot water tanks (,e.g. unfired ,storage tanks or backup iolar ho water tanks) have insulation blanket (it-12 or greater) or combined interior/exterior inSUlatioin (I,16 or c o 2 Firit 5 fast of pipes Closest :o water bolter tank,, non- .. Fir � p-p_� - recirculatinq.YysteMs, Insulated (R;-4 or greater) ,i 3. All buriod or exposed piping insulated 11 rerikeulating sections of hot water system, 4. Cooling system piping below 55 degrees Inv latedt , 5a. Piping.insulated between 'heating source, and indirect w hot water tank. i 150'(m) ; Ducts and Fans ----- _� 1. Ducts oonwtkboted, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum +.. Insialle:d AlUe of R-40 or duels enclosed entirely_ within conditioned space,., 2 Exhaust fan sys•tems have backdraft or automatic. dampers,, 3. Gravity ventilating systems serving conditioned spade have either automatic or readily accessible, manually 1 operated clampers. 114; Pool and Spar Heating Systems and Equipment 1 System is certified with !8X, thermal efficiency, ,ark-off switch, weatherproo�( operating nnstruotions, no'electric is rr resistance heating and no. pilot light, 2'. System installed with; a. At least 36 Inches 1po between filter and heater for future solar hoat%g b.. Covers for outdoor pools or outdoor spar, 3. 'Pool system.has directional Inlets and a circula•tioii PL mp time switch 115; Gas*-fired central furnace, pool henter, spec heater or household cooking appliance We .rto continuously burninn pilot light (F c,epi,taln; Nor"r^elee'trica l: Gaal ince appliance with pilot 4 150 Btu/hr.). UGHTTNG MEASURES Daz ign- Enforce- or, lumens/watt or greater for ge7eral lighting in ��+ eriµl"�°trnrrtt u kitchens and roomy with water closets; and recessed cell iij fl) `ares IP (insulation covert approved. _ u COMPUTER METHOD SUMMARY Page 3 C -[R �DAHL).N�RESIDENCE _ - Project Title , • Dake --- 04/02 /9 6 MICROPAS4 v4,50` Filet -DAHLIN, W•Lh-CT211S92 Pro9r ama CORM C -2R Userit-MP0606 User-BrUno & Hawl<i Ins Rr.rn-:2760 Sr PI -AN 1 FENT aTRAT'ION •SURr'AC S I1• of w_-__--;_-------_---. Ven* t"C `sC InLorior Area Pan-= warn � Open U- Ac,L G l ase 1`rrt' Shad Ong/ I,rr acs �F)' tom, os Type ryr) c v,1ue✓ Azrn TI,L Only y ;al -lade Deacr7pkion Window 39 , 0 T, Vinyl r -ped 0.570 35, 90 0.88 0.7$ Ormpes.Std 8 Window 13,5- 2 Vinyl Slider 0.600 35 90 _0,88 0,78 Drapes,S•L,d 1 ' 10 1'1 Window Wincow 4,5 2 Vinyl Slider 0;600 3s 90 0,88 0,78 Oar rpes.Std 12.0 2 Vinyl FIked 0.570 55 90 0,88 0.78 Or;:lpes_.Std '1,2 Doom 40.0 2 Wood :.hider 0.550 35 90 0:8$ 0.78 Dr,rpes.,S•Ld 13 Window 18.0 2 Vinyl Sl'Fdot- 04600 35 90 ;0.88 0.78 OrapesIS•Ld 14 Window 4.5 2 Vinyl Slider 0.60055 90 0.68 0.78 Drapes; Std '15 Window" 10.5 2 Vinyl (�ixecl 0.5`70 35 90 0.88 0.78 Drapes:S•Ld ' 16 Door 40,0 2 Wood S'11der, 0.550 80 90 0.$8 x3.78 Dr apts,Si:d 17 floor 34.0 2 Wood' glider* 0:550 125 90 0.8€3 0,78 Drapes :S'Ld' 18 Door 40,0 2 Wood 51ider 0.550 '1'25 90 0,88 .0,78 Dr�traeS.;il:d 1 19 Window 9,0 2 Vinyl Slider 0.600 12.5 90 0.8.0 0.75 ;Drapes:,S•Ld '40 Window 4.0 2 Vinyl. Slider 0.600 125 90 0.88 0,70 Orapes,Std 2.1 Window 14,0 2 Vinyl F=ixed 0.570 125 90 0.88 0.78 Drapes ,•Ld , 22 Window 11:5 2 Viny'I 1=ixecl' 0.57`0 125 90 0,$8 0.78 Drap.5td les 24 Window z - L.5 'Z Vinyl � $1ide-r � 0.600 125 90 0.88 0,78 0rapes'ti•Ld•,. rapes:;t;d 25 26 Window Window 12.0 2 Viriyl p'ixed -i 0,570 125 "r70 90 0.88 0.78 Drapes,:S•Ld' ; 1 7 0 2 Vinyl r :ed, 0 215 90 0,88 ,0,75 Drapes Std 2I Window 7.5 Y Vinyl Fitted 0:570 215 90 0,8$ 0,78 Drapes. S•Ld 2$ Window 2.$ 2 vinyl Slider 0,600 215 9U 0.80 0,78 brapes,Std r 29 Door 40.0 2 Wood Slider 0,550 215 90 0.88 0.78 Drr,pes Std � 30 Window 4.5 2 Vinyl SI`idor 6,600 216 90 0,88 0,7$ Drapes. SU 3`1 Window 12-0 2 Vinyl 7Ix�d 0.570 215 90 0.88 0,78 Drapes:.Skd 2'Wlndow 4M5 2 Vinyl, Slider 0.600 215 90 0.88 0,78 Drapes. j 33 Window 4,52 Vinyl Slidar 0.600 2"'15 90 0-88 0.78 .SLd Dr apes.S•8d I 34 Wih )oW 12.0 2 Vinyl Fixed 0,570 21$ 90 0.88 0,78 ,Dra[)esSt:d 15 Sky l•ioh'L 6.0 2' Vinyl Fixed, 04550 X105' 0 0.88 0.88 None i OVERHANGS AND SIDE r111IS 1. Endow-- ��~� -Overhan9 _ �-.Lof I: Fih--- ^µ --- Ric i=in__ Area L efi Rcrh S,rr•f6pe Gs f) Hqht Wd-01 _- Dp•.h H91 -rt Ex,L E,xt 0i�A:h 1.•Icxh 1. I x•L Opl:tl lit h+. HOUSE -----.. �.__ .._.. 1 Winslow }5,0` 4� n/ 3- 1 n/a r./, n/a n/ t n/a n/o n/'i n/a. 2 Window '16.0 4 n/a 5 1 n/a n/a n/a n/a n/a m/a ii/a n/a 3 Window 16:0' 2 n/,' -i 4 1 In /a n/a n/a nllm n/,i n/a h/a n/a 5 D 001 40. 0' 6 , 03 e,t/a 3 1 .33 n/,n 1`1/a 1-1/0 n n/a n/a ri/a r) /,I 6 Door: 6'1 A 6.83 n/a .: 9 , 5 1,33 , n/a n/a n/a rr/,:t n/ .„ n V. e; e a� � to Ls 7' $ Door WImdow 39.0 4:33 0/a n/a 4 7.67 4 n/a n/a n/ a n/,m n/a rr/a r°r/, ` S , Iti/a n/a r;l/c,, • j t 0 W`Fndow 1" 5 1 , 5 n/�' 4 1 ,3:3 rr/a n/a n/a rr/�t i7 /a ,nr'a rl �•_ aA ;11L,7� `F'/`$ i1 /d, 10 Window 4,$ 1 , Ii r7/::i 3 7.67 n/a ri/a n/a n/r--t .!1/t,, n/ 11f!" r �„ Iv ' 11 Window 12.0 4 3.67 n/a 11 1-1 /'-:1 r,x'a G,.r 12 13 Doc+r Wind614 40.0 1.8 0.$3 "' n/a 3 3.67 n/ t . t'r,y t _ rr/ , n/a nr ', r r'r/a n;/in .0 ,.. Ir/� ,> I 33 I,/� tti�� n/a r•r/,�, ,�r'a r`t. /r n.'�n rl /a lj r -„ cQMPU'-EP METHOD aUMM RY Page Pro,Ject Title—,,-- OAHWIN R1=SIUENCI� _ � Date _ 04/02 9G i'rojpct Address..... , : 3G f .ECt HAWK; WANT r r r rft,:r.� _ _ CHICO *v4 50m I _J Documentation Au'l hor GARY HAWK INS Plat ;T7- I Bruno tk Hawkins 20 Constitu`L1or7 Drive, Stan { F'1��iGlic�ck�% fTart � Chico, c^°A 95973 climate 7canr�. (�16) 095-1125 i Field l,irecl7 Compliance Method, MKROPAS4 y4.50 for 1996 Standards ,by y E ervo-rcorr,I _ _ _ -, p T.nc yM1 CROPAu4ev4 . 50 l e-DAHL'.l N -W I ihCT7_1 1 �,92� Pr eigr�+fn f" 1RhimmC »;?Fa OiiEit3 User-Bronx 3: HAwkins Run-Z00 `1F PLAN r .. = M -CROPAS4 E.NEROY USE SUMMARY ------------------ ____ Energy Use �Standard�~ Proposed Compliance ~ Design Design Mg�t rn- VMS Heating -- r­a11.2717.8� -1111 - Space Cooling ..........01.96 _'I1."!8 0.78 Water He�r�inc�',,.., .. 9,r17` 8.77. 070 Total —37,33 0.37 13,_lldinSi complies with Computer Performance OEMERAL INF=ORMATION ~ Conditioned Floor�Arpa 276D sf Building Type.. Single family Detached Construction Opp Now Buil4 ing Prank Orientation, Front Facing 305 d?g (Nig) Number of Dwe1 l inn Units,_ 1 Number of Building Stories. 1 Weather 00a Type, Reduced Year Floor Cor^r Auction TQ,.Slab' Ori OreHe Number of Building Zones,,. l ConditioneO yalume.. 323`39 cf- , Footprint ArYea.,....».,. 2760 a Ground Floor Area4,i:—.!-. 2700 o S` ab-On-Ormde iireO. , 2760 of Cla»r_;rrrg Percentage.......:. 23.4 % of floor are.. aver-agcy Glazing'U-valtae. 0,58 Bt,ajhr-sf-1 Average Ceiling ,Hglght.», 11.7 ft , �SY,c irakfi3r xe� 5i +i:. G�hr'nv F7w, , compu`rER M °rH01 SUMMARY Pa ie 4 C -2R J .., ...,. Lz'N RCaiDENCL Date,....... 04/02/96 Project T1'h1�. DAH 'A - ~IiX ROPAS4 v4Y50 1=11e-DAtILI.N Vltl'I-C'f211S 2M Rroaram-FORMrC-21c - _1 Userff-MP0666 User"-5runo & Hawkin. Rwn-2760 Sr- Rt -AN _ ---------------------------- OViwRHANGS AND SIDE FINS ----,--------_------- -Window-- ------ vt,'irh?ng- ,,•f eft FJ n- ""'-Oisjht, Fti1'I_ Area '~ Left Rghl: _ Surface, (zf) 1-15h•t Wdt1 D p t h Hght Ext C's -t Dp'Lh Hght Ext Dp-(h Hqh+ , 14 Window4.5 'I 5 n/a 3 5 n/a n/a n/a o/a n/a n/o n/a n/a 15 Win.dQ.W '10.5 3.5 n/a $ 1 , 5 n/a n/a n/a n/m n/gi n/a n/a n/a 16 Door 40.0 6.83 n/a 9, 1.33 n/a n/a n/a 'n/a n/ar n/a n/m n/4i, 17 Door 34.0 6.83 n/a 3 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 40,0 6.85 n/a 3 ?. ,33 n/a n/a n/a n/a rr/a rl/a I n/a" 19 Window 9.0 1.5 n/a 3 33 n/o n/a n/+ n/a n/a n/a n/o n/a° U Window 4, Q 'I 'F) o/a 4 13 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window '14.0 a,33 n/a 4 7.67 n/a n/a n/a n/a n'/�i n/a n/a ; n/a 22 Window 11,5 4;33 1"1/a 4 2.67 n/a n/a n/a 1' *1 n/a n/a n/a ' n/a 2:3 Wei ndow 4.0 1 , 5 n/a 4 1.33 n/a n/a n/a n/a n/) n/.a n/a n/a 24 Window 4.5 1.5 m/a 3 747 n/a n/a n/a ri/a n/a n/a 11/0 n/a 25 Window 1-2. 0 4 n 3 $,67 n/a n/a nPr n/a n/n n/m n n/ i 26 Window 7.0 2.5 1-1 /a 3 1.5 n/a n/fi n/a n/a n/a n/a rl/a n/a.. ?; 27 Window 715 3 n/a a 2.5 n/a n/a n/;a n/a, n/, . n/er n/?+, n/a 28 Window, 2.5 7 I,/a 3 1.5 n/a n/a n/a n/a n/a n/a n/a rl/a 29 Door 40.0 648'3 n/m 3 1,5 n/a n/a n/a n/a n/a n/a n/a n/a, 30 Window 4.5 1.5 ri/a 3 6.5 n/a n/a n/a n/a n/a n/a n/a n/a 3'I Window 12.0 4 n/4•+ 3 2', a n/a n/a n/a n/ n/a n/, n/a n/a 32 Window 4.5 1.$ n/o 3 ,33 n/a n/a n/a n/a n/a n/a n/a n/a :33 WYindras, 4.5 1,:5 n/m 7.5 6,5 n/a n/a n/a^ n/a n/a n/a n/a n/a' 34 Wi rldc,w 12,0 4 n/a 7.5 '/..5 n/a n/a n/am/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Masa Type (sf) (i)) Cap 'ivll»y R-valuo ' Location/Comments ----------- ------- ----- ------___----- ------------------------ 0 0 U,.q ------- ----- --- NOU.q Ey 1 Sl abOnGrmde 2396 4, 0 28,0 0,00 R-2, 0 TYP ? +la1�OnGrad 364 4,0 ?.8.0 0.9fr R-0.,0 BATH,1_AUN;RANTRY,HE:ARTH `3 InteriorHorr. 90 1.0 24.0 0,67 R-0,0 COUNTERTiRP5 4 InteriorVert 310 1;0 24.0 0.67 R--0.0 SHOWER,CQU,INTERTOPS HVAC SYSTEMS Minimum,,_ Duct DI_Ict DI'lt=t System Type Cff'°ic-iency Location R-va'luo Vffic-1p`Icy -- --- - - -- ----------- __--- --- _ - -- -- - 1 SE Oas 0,800 AFUE Otic R-4.2 0 A'irCorld 12.00 SEER Attic Ft -4 .2 ovv HYAC SIZING Rage 1 HVAC project Title OAHLiN«RCSr. ENCS- - -pate04/02/y6° "Project Address. SG RED HAWK LANE .rxa.*rrx* w - Document.yt•ion At-!'Lhor. MARY HAWKINS r.�. •.r,.r.� r: { Building Permit 1 Bruno MHawkins/Date _ 20 Cons;t:itw{;ion Drive, Ste 1, p7an�Cl7acic 4hisco, 'CA U5'973 I old Check,/�D; is Gl imate Zona .. 11 - --_ _..�. ___•- _w , v4.50 Qv 1955' Standards by Fns , Complianr,o'Ttc•t;ht�.{.,..':. iNiilRt�{:'A:3�t rcomm Inc MMOPAS4 v4.50 r1le DAHLIN- Wth-C'>211S52-Progr,im-HVAC- SIZING - - �I i UserN�Mt'U666 Uscsf- l3r-rn°rc, tk I{awi, ins Run -2760 F PLAN - GI NERAL INFORMATION, Flom." Area ^27 60 sf Volume..:. .. .. . $2333 cF P'rorrl: Orientation. f=ront Facing '305 deg (NW) Sizing Lo< atl orr . CH I CO E:XP STA Ldti't.ude. 39.7 degrees WIn•1:er 0"Side 00SIon . 27 F Winter It-s•lde Design. 70'F fiunrmer Outside Oc.-Minn 102 F Sumtner i--iC1 r: tign..... ; . 7s' F _ S+r.tmut�.r Ranee~... , , - ..... , , . - 37 F Interior Shading Used. No 15.:,ter for Shading Used—r.— No Uvat^h�rrg Shadit°rg Used No Latent Load 0.20 HEATING AND COOLING L4Ap SUMMARY Heatir-rg r Goo°lit;rg pescK ipt'ion- (Otnth)k (Btuh) _._ CpaqueCooduction End sola ?202586,57 C31x lnt� "Condrrt„ tion- , , , 1551'1 3713 f�laH'<ing Salar rr�a 242.74 Infiltration .. 20446 61110 Internal Gain; ni% 2100 quote BIOS 0044 MUM Loa r: 63800 55406 Lxrte:nt M-Inimi.m ToUil Load 63890 ~ti.65l34 Na'Lc. 'fl'r� lorcl� brawn erre orrly one of the or~iteriia pf'•h°>wecting.'the �'��ohniop � or. HVAC otjufpm5ther releystit design fac ort srackf is a;ir e°�f�"I�e" regU-1remar-rts, outdoor design tetoperaturew, 00" 01iing, mv��a�{.,�f,�"�`i,�1i t'y a of equipment, ravtrsizirry sm,fety marIn, etc.., Must also be °gSna�FWed. Ii i the HVAC designer' rr�rarrElm essibility ,to couldow all •f=nctbi^s w( r *r ec'4hhrg, the HVAC equipm;nt yt CDF FIRE SAFE REQUIREMENTS._ AP# PERMIT AME Under:authoritY of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are ;minimums and will be ,superseded by Butte County local regulations which equal or exceed these standards. Field` inspections will be made by the Butte County Building Department for compliance.. [] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards,and measures and to assure'continued avail ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 3,273. 0,2 Surface. All driveway surfaces and structures (bridges, i273iV culverts and other appartezrant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, Includ- ing sedans and fire ;,apparatus lweighing up to 40,000' f pok. ;ds . .1• i, ` 1273.03 Grade. Not to exceed 16 percent unless paved. 1273,04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50 100 feet radius; 2 feet to those from 100-200 feet. [] 2. The length of verb -.al curves in roadways exclusive' of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet, f [�} 1273.05 Turnarounds. If required, will have a minimum turning radios of 40 feet from the center of the road, {] 1273.05 Turnouts, Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end; 1270.10 Width. All driveways shall provide,a minimum 10 foot traffic lane and unobstructed vertical clearance of ;15 w feet along its entire :.ength, l Page 1 of j.. .w-..-••_-,.-».,..,�--_..,,.�........w....�.:...�.:_...-..--.-..,-,...---'fir"--•---'T'^ ,w.... -^'-.--'r ----_.., ..._....-. _ t. Y AP #._ PERMIT # NAME y\ 73.10 Turnouts. Driveways exceeding 150 feet in length, but 12' . less than 800 feet in length, shall provide a"turnout near the midpoint of the driveway. Where a driveway exceeds 600 feet, turnouts shall be provided no more than 406 feet apart.' 1273.10Turnaround. A turnaround shall be, provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 ,, Gates [�c] -1. Gate entrances shall beat least two feet wider than the roadway it serves.' [�] 2. The gates mist be located at least 30 'feet from the - roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where aone-way road with asingle a provides ent entrance, a50 foot turningradius shall be ' used.= Friel Modification 1276iOl Setback for Structure Defensible Space. _ I 1. All parcels 1 acre and larger shall provide a mini- \ mum 30 foot' setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels leas than 1 acre, local juriE action shall, provide for the same practical effe See Other Requirements below. t�C] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site ' approved by the local jurisdiction, of flammable: vegetation and, fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior, to 'completion of road construction tr fi:al inspection of a building' ' permit. 1 Page 2 of 3 T —7—_7 7`77"7777=7 A % tU 14 IA d 36 �RED �HAW QHIC06* CALIFORNIA �.K LA NEI!, 0 4. 7� 77 ', ik NOT40' ­��­4`] FL Tit] ra _k Q 11 7,� lit, 0 1994' edition of Qc I a I . % CT14 , .. - , �ff, 141; 10*`0 "I't- � , ., t., tI �; '!,, �, 1 = �', 4*; �', � " '. ibl"' t' ` - 101110-tri'do, & i-tio Aq kf�zagvfv I - - 1 1)", - - i Ali iOrf 60 thit project lall rogfvto'to th he VOC 6H 6, rupc 4 the 1091 Of - I outis Q :t tio bf t k4 -h NEC and 06, i_ , . ., , - , . , ..;. Jq -any Other applicable county andlot efti,codip, ice. wdinancbs, ii I h, 00. X T APO, '-.TQT.z 6 Rtfte� ho 4610L'iodatjon wo ".a T 1. 1ritienAiiii ire to be used,i',do got scale 4,gaw . I . " , , . "I' , f, `�', *, i p, A 1, '11'!;`I";� 4 C.i .1 , 4 " , M;, �!. 1, .1. 1 A W .4900, i ,I%P­;- 1 1, , "Z.1: 1 1, ,, ­�� I . , " _4t ­`II"; Op - , _ '. - . , "w", , , , , , , " `UO t 3. Specific Information thesi cofo;' sh :V 'd 1- tj tfcl�) 10 ago �Tofi pi-b'Pi A tb G!�A .Ao 'bc,,Jmp9# tiqifta _­ , I I. , *,I , �,� " , . 9 An `44 q, 41, congtruttich are 'not fully 04 the tM ge id r, ci on Ora 0 -.1oct OW, 2, illc �a%ti'lliqi# 41 -Ailil Actor ihill Y' site �coidltlons: audA Ivc rrolatIT o` 1oots 41id id ifti; i illiltik* toldGi #O�Al �4, The. cbutr �di#409 Areas' at, q1t vf '614644"Ud 'T, '0 0061V ththe 4raviogs. P� t, a- event coFtalt V t,,,% (kJ S `I:� ab 6 4 Wl ifig ',!a' Rion i't 7% iA ollor. occ�dltjont �that ate "$ho it ;Pw14Ti6AdJA .0th '1p Pj;,:1 �p MCI a 14 A 75 &G, 01, a 1 od a I; 11� 6 Mr to lI­7 R k.- , 141, I I "A- I C, 4 07 -ffor , OUA 1 A "'z t-1 1-10 � - - vi, DrA noTe yers, JAY '�Idqk 01�4_�toV­$" Adaq wh TO Bedroom it ow-flaish -a tl J'O� ji'tk gn 'I'. I" i5I '10'4 lick d 'As , ,f - nishod'str ct ft. Uoless otberw to G i;Ate they 1, .1 _ .1 � � , " , u 0- Be, GO, ot, 10 71-.�,. - I, 1, 0 1 RIA roveVby the #01tot, 04 ­� �, , I ; — i *,", l "I V% I.; Aill'be ipp PIN V t Calls It 0 the d'' aidkoi��Jo:tbe notes, �4441bilr tonitriction shall`bi4i thle same, charac a a for an qiopt�, OWL", The� the (I ",qQAot Ind. cate 'th 6 A conotructiog" 0 addis. t to bL [eight to Ibe 44i e T N eifte-1 ,p 'd, All ithaustlinfi" gas''pagesi and cloibesAr . I ; _'of, 084ff td'Icuiaii , , I , '1 4 61, 9, Fjol 4 grade add 'finish .-floor.eley,4tioas to be, field got.,' atouftIl tructures, is"to t %,A]I`O,",� �;, & ' "' ' —, M 4"am from , Ot .1, , " q7 I�v . I - build ts'­ , V , 'j, -for, 010 Ann '41, 'n fI I , I' t, I j6fi'i , , -,r I � . �, le", I p required ibqs%At-IJ4P per 64.sl P ri 10" 5586SIODS Acted 'or PcIrl 'ire !Vale a d. mIpi;4,rejGIred dim60shos got, 0Wli In ,­, - .1 " . it, -,to rote, c a est �othervii te prc of stu rfacaof a oo''' d III DOI ar to, 6, 1(` " L � " � 1 1 a,�, t, :r .,� I . _ � A , lot oni; C ace -4i, �Gy NM. 9 qm,io, alp",pla, , , '" 1­�j -�;,Av Y. �d V Wc� PUT tN_ i"', �� I% 'i, ,, , -",, - -11 � 1. :1, � , "I,, All ti, A i '�`!' ­� " I, I . � A ell 4,6v x cg%eri -loaf dO -gotair isoitljwilo i let, ill iiterloi-404S,Iod Vlniows shall he waatherqtrIppqd. �j It �Cdtlialt�I 0PJqIdjj"fcP'# Isto( 15VA, `9' J _­i1q11 1, % I- q'l4 - . , ?, 11.1 1 1 1 q Y r I Vr'� ..I, "A' 1 ­1,*141 ,� z�jeqptjb e a a it to,, I - it', . , 1,�, 1 1. �, 1. " " , -V �"­ -6– -- 'ej 01 FA,,, w, 't`J,% Z'4 fill an iN — ­ I A"s 1� 41 7 1� 'lie N 10,46, �Oiii f it (h W� 'lot -sot,; iAJ14* rep `YP I 1(� b ti.,,Z LIU y#,,1 A d 4 a 'Water, beating, tqo p, shall I,, "T L " t, I.' WWII, Sibioit faiAll— ktp baciftift,dampor -coattoL! 0, IN .�V­Ot ".'II, , "�q .. I , - I I I , .!� , i a be set -10: fill boS o( oisth',' ratios a to x er lot Val It floors, and �cillioqs, Aillit, coul itut t % 2. All 1,7 3, otl Olt In IO -A" US a "I 04�,M4 M�iitfii' i , , t",. . "k . I R 71 M RI CA - ODA I Andtp �il "'d, A*'�U!4f4:66_ hil ti befter, withi ift 1.11 'tied brIthe CIE.c, Xapdard 'Mii aii I, bd.cerilf led hy the beateii'Wbt�;taadardl,wlkh� clicul, ii F�,aod , : , , 11W 4 J 11, be certi, '2 4"k Via u4teti thi A tteht IP'tion. day �ceo, - T� IV 111 9 - P R�J� JOAO MCC xF.qqcPr4a0,g go A, w", 1' -.7 13 IOv . #.4 �' I'l,f ,� A I 01 -; - �q -, ,. � , , "i -f, 7, �r 7 10. 'Orooli. utf Ity room a roo OY "o �46.4k 4ie lip ..... -"I' k.,91! M,, Ddcts, shal' 1e 1toostrodtodi 1pstallt 0,atd-lol e;,Iq of 3 n 04 ta al , " 'I 0,6"o , itteril , I . ", vq;p �gj�- �ogots,,,ilth, f JA Ind Sg�g of _11.0 vt�,;.44" , . !" k,, � At, Oeqt 0all be"c'ettifli A Uer Me �,A Or ISPRY ftTEMAM he 'CS.C. and baiq a of A4 ok elgi b ARE 0 ,All, lip, 9i'mipplitutek"Aall lave T In'woo �.qitIAth Itaidded,, I is Ajlt,� 441;;0 it .1640 OcNI 06k W �A �4� 7l'. On iotiiiv 664d 'Indulatiop'. to 'be 3 lj.2 o d"bitts, typical at gaster be , th'' -tt" 'raVID 1 .1, il. � 4'!;: 3. 01, A� , _j5 , A, Ok Oti. YV'4,�r'i �l, t4q�', "A NEI, jet! 'I, ­­ 11% .", , � V _KM q aid" 71 ir . -,- . % '0' Olt" On. 0' "'Z R-30 Ateql "fiti, Attic I4t#04'.10 W-�At4iftj tj `4 A 0" 1 , i S l. Wit,, ' *�. � '0' _' '-L" I.-. . . 4�I' � � '�§ "' � "', , t "" ­ rd, jig"' Eitterfor, Wit q hiqlatlod ,v . I . th 97,19 ilosulatiog! N t I 2 "Odt i�,,3 0- IN g -q -;r % 161f Alin -44 of" 16J 8� 1e,'P'tiatl 1;0411 ift,� '14,1ii 11d .".. � , " -- �,;A A, i. f %1�, ":`.V�:,I! - 1! 110 `."��'�J�00 do��cq %Y ic Ahal' �q Ot t Of, hfit 00*0.�Jhit ed,--arg. ON 4, m Asulati all Act, witei,11ges, 4 "Pipe within -141 "of; Vater hqaU6 9paco) Oil! 4e."lisufated 0/,i -s �,(Qsulatfoh d aq doors* to.'be 44 1-' bi�vlql`#70i�Moj Still rOO4, VJA4oVS a 4_,�Oj f ;havi� F*1deat Ipw love athwj valve J, .4 t �*;U, - AX" All 54- illtv 0, 04444 J Itf4' A I , `1� , W k sta 0j�mq1ttftiAPP 004ch"it thipt-,O)itieti act, ady. �qiiq; 1WgJd1A-t,- . 4jI,, r, A, 7� !,a AW, odcr,to astiant of, Cittificate of Otto i'M 24 1 itillitiou CO I t fic tfi* idit I i C -69-;1fiall U, p-' 'It Ps, A` - o" I, 1A, _,X'geiii cl, f to,, it td 4101 p mqi� Wig M Ve a .`if V 1.4 -1i i s �z t d'A fik 0 IA' X4 4, DarMU41 6 go 900, JO or "'fic N11 r 4 4 IV, er b h6i%4 . ..... k N11S, W j- ;r� TIMAt &,K 1 1 1 i% Oa, 61, 1 y Bible, frq Owh '0K :P,� 3 t 'i A - tqo C 0,441e.5 t g# I Prominent Idiot! 6 qlaildn street comb taot 'letis t 44 50416C`14, aid, �X; jP I, IL 1, K241 , r, Off A: :O0fPJOC6;if1V;; '�l �.". A, 41 M #1 plate?, 1. U­ fiRD!qARE 4 plas en, �44 �47 It, JT, 'q AftUr o" 'il'' "" ' " , - '' I IV W a tl plastftilfb . ! ;t �� �,%t ha­RvAre­to�,bi Schla§e A, serlis vith lgyer, handles# Itt#10i asd�inte*l Irdtare Vilsh'to title chroji aj� Fe� alk: eitfflor door$ �akfiq, r o q A _41 01 A, I%- tit AI.— Tft­41�11 t;�� Y"T 0 4 AA, tI 4 -'� I , ra "EM 49 1� 9., Uur;,� " . I e� T * ""I tfi­�##'01P 1. -2 , `,�"'A,: �, j" 1; %, . 1411 ;, or* i; U 911. Go lec aj, f Got itops " .1. 1 I'll"i �t 24v �41MIHO, aWt-j-,## 3iffic A, :237 H s 7 P4 % -VM 7 be pal'dtt4 10101:fiti�f I I _ J , ", "'. , ,,- I, iiaq, - , " " , 41, �P'I , Ill II` ­AI '� 9 use 1. 1. 1� �. � I. I. IdI I I i� . I . , i . T - Mt Op,�qax up� ioa I'Abld 4 gig . fao 13 541latiou 'Wait, U, I !fin A fd� 1*6 BI Now 4 'Provide Ilift:pilt., but r, qPq,Sa_tH',Chr6mo finish, gjtdilor 4.V A 4"U tuic�il A'; �4( "t 0 10 , 6 h % rivacy lociijo, be pr d 60 Mastit i k 017blthroop�a 11 .1 1 � N , N i, '.."moto Y -_a6 ' nor to, lbe, provided, q bronze dooritoo'. Whefe­.l;! 4to,ps, ire Utt, persitt ura A S 40KI of FJ a r�ok ''S .4f .;� T�, ,"'7" ", , IP-qesa.!OpOTPt epla soW, louver,. typi cal!,Iftless' heiv se di A, NT 88 "'A %Popa fA IpO, -, II" � 1, i , 6V t tA G.A fW 00 10 "if j; �l �eaqj got, A ork. rp "I v 'T i is i �Q "*_J; fi A F i 4, V,' w ijo MR .9 , 0, (a) 6 1 t of,;'S r "Q�ff`, t;'it" "�Ijkw �, . , V — --- I .,.­3iU I ttrior "tAk,"adtAIN' Xo U, -oil :Pirforc ill Iork �n'aqtssary �aid tOqt red for f 1 !04 OdwOrk iii)uald4: ;bg t'llsited, to, tI Itwes; t wis, tstiibllem'or L A0, 6 Uti, I f 1. 1. 3� 0 m r 0. V- Al't 4 , AR. iwtkffj� 66,140 as,:4h h �Obj4 Ir, ',!Y, I ;I� on 'W40 call. 'others, lbstallotlou of main (turad I�a� gk( �6" it; ,�r, ,,. At -z ;71 7 lyijo 7-, 1, _ " � , '. , A, 00 81 1 1� � , I -,i, f�, A, �. , , �, -, , 'i , ipzv, ecifically, noted to hJustallod4y, tNi 1� '*JI1WfiW 'y" 'Jifti Nn or '314 -bv cb VOPeeied pl'yxGod vJ, ill 'edgn, bh ed.� .1o:particla, board, Closot"s 017w e Z, �A' ��J: It t 614A 'O"Jii H A, I AI,�7�4 At"" fee A ""I'T" :,I gut Toot 41, -Itkii, 7P "a h C,. tBaie -board to be �'Paiutea,i vt�, -equa� D. JPoor t diiiis b& pilitid 21/,41 sot id :'stock mouXdid Coto qq,�datrf It# jt��,jj­ J"r­ 1-11 11.11.11 1 -1 g 1 ��-% ­j� r.� � �, ""' __ f, -60 t.0 �l Uj 11 . -, I -_qet 'lid MAC WcOked add ebts t, too i'tAk"AM"-, - S',1P .!_ef Y1124 Y, 'a 'A' "t iyI casing Or Ap�idfed'i' I JW OIWIR4 7" 'J" II'voi bi 10 d -SuggeM12 ed, -at, kods 44 Pli 0;E% Anq,� calsing Trix tst, zt6II", 'and 7- DYN C111154IO R:4 J!L 11 71 q 9 nal 1�14t PORI -,h0tici+40d 00IN"'N P �;l aw Ji twaii, � .4 004EXAq�Qrr !r 'Apply, Vitk ipptoprlati,�slfti nails coca ifsu& biWnpOrJpr'�lIe4 wl h appropriate AdIlyfasteatis, " " - , �ii qzQ ach hithil t ott'*iiast ug"'; a IWO i�l I :�: I= 11' 1 ,t'; 8)(T IR1611 4 4 '1 `4 '4 M ItI 11"Ii. lf.t� t0 v; Jff4l LUM ffiqi,'#4#0_AOcb RIP 4 44� J Ni "il t, ".. � to. a S&I"BUD a 7 : v 1� AiL 11 , 41: k In dried sel6c c6b 1", 0-A ic 'A ktid��O(W' N. OA4 VF an C 'Pradl J thi COJ� Ghedp rou h sin, 4dt It o bp 41 Ac of a r J, ;7 t' UM1fQtM Widing, yi�ilo� -flIo"I"r " �; 4" 1_1 ."., 4ill , " , 401cet Ind'.0"'ofit, A llh�'Uatl#'A i4l�i ill taida lbaidi to be retavi , : , ' , isodqq if,!ix�acibi�.tw-.i 0E,,i1I*,C06UR P Iiu 14 it r� 4 tt4al;,; Atti!,tsftj t ts # kiVbr Al 'Iti,F j 441 1 Oki ?fP'9'9 i0I _L�4411 "e US V -nt,afld spe,efkaotloft. MUST kteeI-flash at' "Fry leglet r,,VJIACW,��, in cou OA�,A h: A� twit $0 of CorpR, SpriAgLOt typi �4t ft I "' , '*171,Y 11 "Ot O'� 'E i 1he Noftowl ik-r_tR4LCJ1 C 0, onless Othavise notod,#, -Prin,fi pilot to 1.11 adjacift cobitrictioh' .6, mitt' All U, 26 qa,,tglv Iron -1RC on fha, job ,a+ C111 fi�nOg ftd it MIUnIOWT141 �a A d Q M -It r totl M he oriy 6tintles"o. tont, on to e withood' be A to U&I At:tO 'd s''ta"th6 fid 1 96 carpet of YliyI.Aall, installed lutil suriacevIo'receiIio t N 'ca Warts �speciff ti tew sba IC46OS 10 cross seam persittEd., �'A 141* X AEN io wall," to,. all,, �s j�i Oi, other dio lostillok fl tooth and free 4 D'i i r*At 151) complel(4 7 as tpti t�j, izl Lipp GN 4 �y GN: 0.0#0 st, 'sh6wiri:aha tilesto,"bt as, a c' b J $ r owfteriO Gun tr� and Ole 6d �tfles" to A of(fut hdi'yloof tili to be this-itt typi4al, 7 Dow. 4 Dec KS TOM, IDENCE T J, 't 4" P: x % A A A L F E AHLI "T 0' 1 0, D� H WK III. 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