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HomeMy WebLinkAbout1081 GOLDENEYE VW; ; CB970294; PermitB L n t 7 A 7. u 2 . 2 e FINAi!. APPROVAL V CL Et.RANCE ---------------- CITY OF CARLSBAD 2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161 y y oc- y V y * Jno 08/12/98 15=08 Paqe 1 of 1 BUILDING Job Address= 1081 GOLDENEYE VW P E R M I T Suite: Permit No: CB9702?4 Project No: A9700409 Development No: F2005001 Perm1t Tupe: SINGLE FAMILY DWLNG -DETACHED Parcel No: 212-180-22-00 Lot#= 51 Ualuat1on: 225,531 Construct1on Type= UN ISSUED 10/29/96 04/18/97 RMA Occupancy Group: Refer ence#= CT95-03 Status: Description: MODEL PLAN 2,2706+584 GAR+40SF Applied: : DCK,COUPAT163SF-SEA BRIGHT-EMERALD RIDGE Apr/Issue: Appl/Ownr : UDC HOMES 438 CAMINO DEL SAN DIEGO CA Plan Check Numbers ~** Fee':':, Requ1red Fee':':,: Ad1ustments: Tota 1 Fee5: Entered By: 619-298-8070 0018 08/12/98 0001 01 C8962082-MODELS C-PRMT .00 15,381.80 30.00 02 Fee description Ext fee Data Number of Bedrooms Number of Bathroom=- Building Permit Plan Check E1,ter 11 Y11 to Autocal Enter 11 Y11 to Autocalc T.I.F . Pauoff Fee for CFD Enter #Units & Code-Pot bl ~~ er Enter 11 Y11 for Plumbing Is~ue ~e Each Plumbing F1xture or T p Each Building Sewer Each Install/Repair Water Line Each W~ter Heater and/or Vent > Gas Piping System Each Vacuum Breaker > Enter "Y" for Electric Issue Fee > S~ng le Phase Per AMP > Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps Each Install Fireplace Each Exha1.J::,t Fan Each Install/Reloc Vent > '· _., > 15.00 7.00 7.00 7.00 7.00 200 .25 1 9.00 3 6.50 3 6.50 2 4.50 3.00 3.00 1081.00 703.00 23.00 1575.00 4105.00 540.00 4670.80 2400.00 20.00 112 .00 15.00 7.00 7.00 7.00 14 .00 10.00 50.00 15.00 9.00 19.50 19.:iO 9.00 3 y y D5/8 y y y • 30-00 INSP. ____ oATE----- CLEAl:l\~RAN~CE:=_:-:=-:=-:=-:=-=-::-=:~=:=.=.::.::=:. CITY OF CARLS D- 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB970294 FOR 08/13/98 DESCRIPTION: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC TYPE: SFD GOLDENEYE VW STE: INSPECTOR AREA PY PLANCK# ORIG PC OCC GRP CONSTR. TYPE VN LOT: 51 JOB ADDRESS: 1081 APPLICANT: UDC HOMES CONTRACTOR: PHONE: 619-298-8070 PHONE: OWNER: REMARKS: C/DAVE/ AM PLEASE SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical --- PERMIT# TYPE CB971250 ELEC PHONE: STATUS ISSUED ACT COMMENTS ti[ ~j'llf /f ~ V& ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 072798 Final Combo co RB 010798 Final Plumbing AP RB GAS METER 120297 Final Combo NR RB 080797 Final Electrical AP PD FOR MODEL 062497 Final Combo PA PY NEED ALL DEPTS 062097 Final Combo NR PY 061897 Final Combo NR PY 052297 Interior Lath/Drywall AP PY 052297 Gas/Test/Repairs AP PY 052097 Exterior Lath/Drywall AP PY 052097 Insulation AP PY 051997 Rough Combo AP PY 051697 Rough Combo NR PY 051497 Roof Sheathing/Ext Shear AP PY 050997 Roof/Reroof co PK 050997 Shear Panels/HD's co PK REVISIONS 042597 Ftg/Foundation/Piers AP PY 042297 Underground/Under Floor AP PY 042297 Sewer/Water Service AP PY FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB970294 PERMIT#: CB970294 PROJECT NAME: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1081 GOLDENEYE VW LOT# 51 CONTACT PERSON/PHONE#: R/DAVE/ REQUESTING MID DAY SEWER DIST: CA WATER DIST: CA DATE: 06/18/97 PERMIT TYPE: SFD ========================================================~·a,·~=~=~·'···."-,-•~·•••·•·•-•-·•;:;:~"" ~ ,1 === INSPEC~D fl 4=: DATE q/q/fz INSPECTED: APPROVED L DISAPPROVED BY: , a.1- INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ============================================================================= COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970294 PERMIT#: CB970294 PROJECT NAME: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1081 GOLDENEYE VW LOT# 51 CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA DATE: 07/27/98 PERMIT TYPE: SFD ====================----=============---===================================== INSPECTED DATE ~DISAPPROVED BY: WB INSPECTED: B .s · 9S APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ===-----====-=======-------=====-====----=-================================== COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970294 PERMIT#: CB970294 - PROJECT NAME: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1081 GOLDENEYE VW LOT# 51 CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATE CA DATE: 07/27/98 PERMIT TYPE: SFD ") -JUL i, I = =====-~~.~ -:============================= s:ECTED:~APPROVED ~ISAPPROVED _ DATE INSPECTED BY: INSPECTED BY: INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED ===----------------------------=----=---------=============================== COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970294 PERMIT#: CB970294 PROJECT NAME: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1081 GOLDENEYE VW LOT# 51 CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA DATE: 07/27/98 PERMIT TYPE: SFD ==============================---=-========================================== INSPECTED 1~ DATE :ti,~ 1~ v· BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE .·BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ----------------.------------------------------------------------------------ COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970294 PERMIT#: CB970294 - PROJECT NAME: MODEL PLAN 2,2706+584 GAR+40SF DECK,SEA BRIGHT-EMERALD RIDGE WEST-UDC ADDRESS: 1081 GOLDENEYE VW LOT# 51 CONTACT PERSON/PHONE#: C/THAD/804-1581 SEWER DIST: CA WATER DIST: CA DATE: 07/27/98 PERMIT TYPE: SFD ,/ ====-------------------------------------------============================== INS PE~ DATE INSPECTED: BY: .. ~~ 7/31)9b APPROVED~· DISAPPROVED ~ IN SPEC~ DATE 1oJ°ll°J~ 1 INSPECTED: APPROVED DISAPPROVED BY: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED =-==------------=-===-----============--===================================== COMMENTS: Trellis Footprint -12.s"-- r Aluminum Patio Trellis 1081 Goldeneye View ""-Beams 3" X 7" 13' every 2' OC "" 3" X 7" X 12' Ledger Cap 2" X 2" every 2" OC ~ Beam 4" X 8" X 12' Post 7" X 8" X 1 O" --Mounting Flange Bolted to PCC ATTACHED PERGOLA PATIO COVER (WlTH LATTlCE COVER[NG) GENERAL NOTES & SPECIFICATIONS 1. ALU•INUW OfS!GN S1RCSS£S ARE PER 11i( LA1£ST EDITION Of TttE UNIFOR!.I 8UILD1NG CCOE ANO YH£ ALUMINUM CONSTRUC1100 W:ANUAL 2. ALTERNA1'£ ALUIJfNUM ALLOYS t,,1,W BE: SU8Sil1\JlED fCff ~C'SE SHOWN, PR.0~0£0 Th£'1' ARE RECISTEREO M11i 11iE ALUMINUM ASSOCIATION ANO HAVE EOUAL. OR GREATER \'1!:LD >NO ULTIMATE STRENGTifS. J. "-1. CONCRETE SHAU. H>VE A MISIMUM 28 DAY COMPfiESSJVE STRENG1'< OF" 2COO PSI. CONCRETE SL.AB SHAU. H,'VE l 1/2• MINllrilUM 'Jh!C1(N£SS AND SHAU. SE IN GOOO CONOl'T!ON. •->U. FOOTit;GS SHALL BEAA ON ~RW. NATURAL. UNDISTURBED SOIL OIi CERTIFlED l'll.L. OE!.~ VERnCAL SOL BE.A.RING PRESSURE • 1000 ?SF 5. ALL Si.El MEMBERS ~ALL BE ~OT DI? GALVANIZED OR E'.ECTROPV.TED AND Cc.lFOl'M TO •STM SPEC. •--Cl<AQE C'. . 6. ALVMINUM fAS.TUiERS SHAU. BE 2024-T4. Al.L On,.e;R F"AS.TENffiS $H,._LL BE CAf.VANIZEO, S".'A:NU:SS STEtl Of< CADMIUV PLATED. ALL BOLTS SHAl..L CONF'~M '!'O A.S11,I SPEC. A-3-0-7 A.t,10 !-IA.'w'E: STA~ ... RD CUT PU~ WASHERS. HOLES F~ EOlT5 SHALL SE 80\.T DIAlifETtR PLUS. 1/1'5 N "IAX1i,1Ut.1 7 EXF"ANSON ,l~QiORS CNTO CCfl<CRill SHAl.L 9E 1ceo EVAt.UA"ilOk $£R\1CE, ·NC., .~ECCC!>!l.U:0 ,lN{) $H,1,L1. MA\€ 'ni~ ),IIN!Ml .. a,,1 VALJES. INOICATEO 1N TASt.£ ·c·. !-,,1:lNt!Llt,;M CCNCRETE E::'JCE C.$T-1.NCE IS SIX (6) INCHES. 8. EACH INSTAUATICl>l SHALL SEAR AN ,OENWl'NG TAG GIWlG 1"[ NA~E .ANO AXRESS '.lf' 11-<E ~.>..-..nCTURER. DESIGN LO>OS A•o ENCLOSIB1UTY. 9. All ll'OIS PEAT>J~tlG TO EA.Q-1 ?.lRTICUL~ iNSi.&.t.LAflON SHi\LL St: CRCI..Etl (i.1t. PPO"'€C'"'!~. POST SPACING, FOOTINC OETAL. ETC.). 10. LATnC!: m>£ CO',£RS SHALL NOT BE ENCLOSED. ffi(ESTA);C<NG COvtRS C> AU. TYPES SHAU. NOT BE ENCLOSED, 11. THE LATTICE T'i'PE STRUGlURES SHAU NO'f 0E C0'£PEO li'tll-l .!.NY 1YP£ 0: SCUD MAT[P•,1,L .~$ r,...[ C(SIGN lOAOS tM.v'E ONL'r' OE!N 4PPLIED TC ~E p-,CRIWNTAL PR-0.;ECTID ~~€.-' 1:X !':>iE 1..A:TICE, R._f't:RS, SEAMS. (TC .• PER I.C.s.o. CRJ;'!RlA. D'G1Dr1f"\T A ~1 I ~~..a 7'-i!C ... ~E3$ ! xE ,.i.e--~-,,--I . Ii I : ~ 3004-H36 Al UM BEAM/RAFTER l-1 2• 'SCU.lP.E j ~ 2· Scy..A~ ···O 3004-H36 ALUM LATTICE I L _J (i) TYPICAL '4 "BRACKET CT) 2· ~~ I ~ F~ T ...... ('l<~ESS .;££ r.iaus "'I ij JQ04-H36 Al t,M RAFTER/SIDEPLATE 6061-T6 ALUM BEAM INSERT ® ® f s jl f'OR T'rllCJ<NESS SEE USLES J .... "3etl4-t-06. t AH ACJ-CD COVERS t.C:6:3-T6 AL.UM. :ll A-"4-46 GRADE •c• t:.ALVANI;z(l:I STCEL I ~RE;E.SiANOlt,iG COVE:ri'S, COLUMN/POST ® TYPICAL "U'' BRACKET @ TEXAS ALUMINUM INDUSTRIES, INC. .......,.,, 2900 PATIO DRIVE HOUSTON. TEXAS 77017 (713)946-9000 ..-j1cao EVALUATION SERVICE rNc. REPORT 1a41p I PPC;-GENERAL NOTES, 1eon,.--,, .. ,, • 11.fflflr. )> C: I.C I lo-' N I lO co N N )> )> r < 1-1 N 1-1 )> r )> z Cl (/) n )> il rr1 1-1 z n Cl'l lo-' lO Cl'l Cl'l lo-' I 0 0 w 0 il . 0 N ~ P£R Q)(w • l/4", H•l/4". TCf". BOHClil ,t MIO r.EIGHf it/• PCP P:NE1S EACH LEG. , TOIM.) BEAM TO POST CONN.(]) ATTACHED UNIT CD POST AT SLAB CONN. } nAIT1T/"\ ,·" LATTICE TO RAFTER @ PLASTIC PL~GS. l'!"PICAl. :6-fl+ SMS tE . .a.01 $1DE 'SCIEP!..Alt EA.1'.'J-1 IL---1t----Y'l1SDE •!R@ 8"' BEA.\f CONNECTION ® rt ,·so. co.:.H,1HI._J ~ mO F001"'G r ! ~ J"SQ. X .O<o" COI.CMN PfR 0 I su@ '°" -' ::iRTIONS ~OT SHOVIN 8" BEAM WITH INSERT CON:KECTION @ 2x Cut.lT',..UOUS DCtJGt.A.S FW I.EOC(R. SAM£ uEPTH AS R.t.n(RS I, ~PER0£AD< 5'0E Of" I I ::>.-_tJER ~.v-1 1/z·. 11-.1 ~/2~. ~ '-•?"} vt./2 -18 SJ.IS tO ~AFT!R • 1t: ;;: -#12 X I 1/1'" 'fl'IJuO \. s-=.Rf;#S TO LEDGER * ATTAQ,f 'liQOO U:DCER' TO !100~ 1'/2 -112 ~00 5CFt:WS O 1$.(./C, P04ETRATE $CU) '.\OGO !ACXlNQ: I t/'l.• Mrt-lt~UM, WALL CO~NECTION INSERT SHIM ® ® -~,-,,,.J .. ,i'·-: l1cBO EVALUATION SERVICE INC. REPORT !84IPj TEXAS ALnHNUM INDUSTRIES, INC. 2900 PATIO DRIVE HOUSTON, TEX.\S 77017 (713)9~8-')0<10 sc.u.t: !«:NE PPC:-2 ):, C (.Q I .... N I ID 00 .... .... N N ):, ):, r < ),,ol N ),,ol ):, r ):, z 0 Vl n ):, il rn ),,ol z n C'l .... ID C'l C'l .... I 0 0 w 0 il . 0 w RAFTER SPAN TABLE TRIBUTARY WIDTH TABLE RAFTER TYPE: 2" X 6 1/2" X .024" THICK DESIGN 24• SPACING 22" SPACING 20· SPACING 18" SPACING LOAD SPAN O'HANG SPAN 0'"1ANG SPAN O'HANG SPA'-1 O'HANG 10 PSF LL 12·-s· 4'-6 .. 13'-0" 4'-6" 13'-0" 4'-6" 13'-Q" 4'-6" 20 PSF L.L./S.L 9'-3" 3'-6" 9'-8" 3'-8" 10'-2" 4'-0" 10'-8" 4' ~" -L 30 PSF S.L. 7'-8" 3'-o" 3·-0· 3'-0" 8'-5" 3'-3" 8'-10 3'-6" 70 MPH THRU 12·-5· 4'-6" 13'-0" 4'-6" 13'-o" •f-6" 13'-o· 4'-6" 110 MPH WIND* RAFTER TYPE: 2" X 6 1/2" X .032" TlilCK 10 PSF L.l. 16'-7" 4'-6" 17'-4" 4'-6" 17'-4» 4'-6" 17'-4" 4'-6" 20 PSF LL/S.L 12'-4" 4'-6" 12'-10 4'-6" 13'-6" 4'-6" 14'-3" 4'-6" 30 PSF S.L. 10'-3" 4'-0" 10'-8" 4'-0" 11'-3" 4'-0" 11'-10' 4'-0" 70 MPH THRU 16'-7" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 17'-4" 4'-6" 110 MPH WIND* MAXIMUM MAXIMUM RAF"I'ER OR ROOF PANEL OVERHANG RAFTER OR )' _ .. I 1'-o· 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 4·-0· 4'-6" ROOF PANE' ' -o SPAN SUPPORT BEA...'ll TRIBUTARY WIDTH (FEET) 6'-,J" .1'-6" 4'-0" 5'-0" 5'-6" I 7'-0" 4'-0" 4'-6" 5'-6" 6'-0" 6'-6" 8'-0" 4°-6" 5"-0" 6'-0" 6'-6" 7'-0" 7'-6" 9'-1)" 5'-o"; 5'-6" 6'-6" 7'-o· 7'-6" 8'-0" 9'-0" 10'-0" 5'-5" 6'-0" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 10·-o· 11·-o· 6'-0" 6'-6" 7'-6" s·-o· 8' -6" 9'-0" 9'-6" i 10'-6" 12·-o" 6'-6" 7'-0" a·-o· 8'-6" 9'-0" 9'-6" 10·-o· 11'-o" 11'-6" 13'-o" 7'-0" 7'-6" 8'-6" 9'-0" 9'-6" 10·-o· 10'-6" i 11'-6" 12'-0" 14'-o" 7'-6" 8'-0" .3'-6" 9'-6" 10·-o· 10'-6" \ 1'-0"; 11'-6" 15'-o" 8'-0" 8'-6" 9'-0" 10·-o· 10'-6" 11'-0" 11'-6" 12'-o" RAFTER TYPE: 2" X 6 1/2" X .040" THICK 10 PSF LL. 20· -9" 4'-6" 21'-8" ,f-6" 21'-8" 4°-6" 21'-8" 4'-6" 20 PSF L.L./S.L 15'-5" 4'-6" :5·-1· 4'-6" 16'-11' 4'-6" 17'-10· 4'-6" 30 PSF S.L. 12·-10· 4'-0" 13'-4" 4'-0" 14'-0" 4'-0" 14'-9" 4'-0" 70 MPH THRU 16'-7" 4'-6" 21·-s· 4'-6" 21'-8" 4'-6" 21'-8" 4'-6" 110 MPH WINO * 16'-Q" 8' ... 9'-r)'' 9'-6" 10·-s· 11'-0" 11'-6" 12'-0"' -o 17'-0" 9'-0"; 9'-6" 10'-o" 11'-0" 11'-6" 12'-0" ! 18'-o" 9' -6·:, 10· -O" 10'-6" 11'-E" 12'-Q" 19'-0" 10·-o": iJ'-6" 11'-o" 12'-o" i 20'-'.)" 10'-6" , 11'-0" 11'-6" 12·-o· 21'-o" 11'-0" 11'-6" 12·-o· RAFTER TYPE: 3" X 8" X .030" THICK 22'-:J" 11'-6'' i 12·-o· 10 PSF LL 17'-1" 4'-6" 17'-10' 4'-6" 17'-10' 4'-6" 17'-10· 4'-6" 23'-0" 12'-0" 20 PSF L.L./S.L 12'-8" 4'-6" 13'-3" 4'-6" 13'-10 4'-6" 14'-7" 4'-6" 30 PSF S.L. 10'-6" 4'-o" 11'-0" 4'-0" 11'-6" 4'-0" 12'-2" 4'-o" 70 MPH THRU 17'-1'' 4'-6" 17'-10 4°-6" 17'-10' 4'-6" 17'-10 4'-6" 110 MPH WIND * RAFTER TYPE: 3" X 8" X .036" THICK 10 PSF L.L. 20'-8" 4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 20 PSF L.L. /S.L 15'-4" 4'-6" 16'-0" 4'-6" 16'-10' 4'-6" 17'-9" 4'-6" 30 PSF S.L. 12'-9" 4'-0" 13'-4" 4'-0" 14'-0" 4'-0" 14'-8" 4'-0" 70 MPH THRU 20'-8" 4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 21'-7" 4'-6" 110 MPH WIND* RAFTER TYPE: 3" X 8" X .042'' THICK 10 PSF L.L. 23'-10 4'-6" 25'-0" 4°-6" 25'-0" 4'-6" ::s'-o" 4' -" -o 20 PSF L.l. /S.L 17'-9" 4'-6" 18'-6" 4'-6" 19'-s·· 4'-6" 20'-6" 4'-6" ;:o PSF S.L. 14'-9" 4'-0" 15'-5". 4'-•)" 16'-2" 4'-0" 17'-8" 4'-0" 70 MPH TI-JRU 23'-10' 4'-6" 25'-0" 4' -· 25'-0"'l 4'-6" / 25' -0·1 4'-6'' 110 MPH WIND * -o • FOR PATIO COvERS lr!AT ARE 10'-0" OR LESS IN HEIGHT. l ICBO EVALUATION SERVICE INC. REPORT 1841P I TEXAS ALUMINUM INDUSTRIES, INC. -r'' 2900 PATIO DRl~"E HOUSTON. ITX..\S 77017 (713)946-9000 .-- THF: PF:RGOT.A PATTO COVRR J-D-RA_F.I_BY_, ~-20-2+.~~:::-. ..;,' •;;;e><..,E--f ASlffON.VANCE ., & .\SSOC .. !NC. OR.\ •ma !'J£SCRirnON O!UW'l!iG N'\.-...a.!Eft RAFl'EJ! SP • .\.'IS A.'lD ""°~1''lflll.l.DY Wfnll""ll' 'fl"l'DT'PO PPC- ):, C \0 I '""' I\) I \0 co '""' '""' I\) w ):, ):, r < 1-1 N 1-1 ):, r ):, z CJ (/) n ):, il rn 1-1 z n Cl'l '""' \0 Cl'l Cl'l '""' I 0 0 w 0 il 0 .fl,, TABLE "A" YAXIMUY COLUMN SPACING IO PSF LIVE LOAD, 70 MPH WIND LOAD ,I\J)j I MAXJMUM COl,.IJMN SP"OHG MIN. NCl.lBER OF COLU'-INS ·T ARYi,• IC A4 v .l'l4,. -••• --.. r rr .u "'nu~T COLUMN T'l'PE •• li'"',,rsua ATm;. • ATSl."81 ATl'lG.• Ill I 121 131 f4l o· 1 1:--1· 1J'-r r,a· ,~·-3· 12,·-3· (19" 2 r2) ! 2 (2) 2 (2) 2 (2) o· 1 1t-r 1t-1· (16"i t4-l 120·-o (19" 2 r2 , 2 ·21 2 m 2 1i1 ~-I tf-10 11·-10"(17") 12'-fi" 16'-9" (20" 2 '2 I 2 2l 2 121 2 (21 a· ! ,,._,. '1'-2" (11") 11·-1· 111·-a· (20 2 (2 I 2 21 2 (2) 2 m o· 1 10·-o· ,o· .. r ~1r} 10·-o~ ua·-9· (:;:o• .z {2 ! 2 2, 2 ca; 2 ·~2) c· :r-r w·-,· :ta/ 9·-~· .rn·-o· (21") 2 r2 1 2 2, 2 !2l, 2 (":.· :)" !'~• 1 9·-s· p,n a·-,-1,s·-·· (21·} 2 (2 :2 r21 2 i:?). 2 r2·, 1 10 PSF LIVE LOAD, 90 ~H WIND LOAD o· I IJ'-7" 13-7" \19") ,s·-s· :1·-e~ r21· l "2) • 2 C2\ l (1i : t1,. o· ! 1:t-7 12'-i (11:t\ 14'-.3" 10·-o~ (22· l (;°) I 2 ·,) 2 Cll 2 (:J:; l c· I 11·-10· 11 -IO" (19" 12"-6" 1a·-,· (23" 2 (J) I 2 (2) 2 (J) ~ (2.1 I c· j 1f-t" 11·-2· (20) 1!'-1 .. 11·-a \23" 2 (]) 2 [2) 2 0) 2 {2) f o· I 10'-0 10·-r r20 > 10·-o· ,s·-g· (2:r. J (4) ' 2 (3) J (4) . 2 •)" o· I 9'-1 10·-1· ,;o") 9•_, .. 16'-0 l2-4. l {4) 2 (3) 3 (-1) I 2 (~) L o· I ff-• 9'-8" (21 1 8'-4° 1s·-+· c2•· ) (<) i 2 (J) l (4) I 2 Pi • 10 PSF UVE LOAD, 100 MPH lflND LOAD ! ·O" i IJ°-7 ui-r (cl") ~5'-6. 21'-8" (B" l (4) 2 12'• 2 (4) I 2 ; 2: I o· ' ll'-i ,l:?'-7" t2t·) n·-3· 20·-o (24 J (5) ! 2 l2.l J iS) I 2 {2) I o· 11"-0 11·-10 .. :21· 1t'-7. 1a·-9· t~s· 3 (S) 2 (l) J (5) I 2 (3) I ·O" 9·_9• ]11'-2· .;.2.2:) 10·-.. • 17'-6" (2,· J (6) : (J) 3 (5) I 2 (3) I ·O" B'-10 110·-1· l.:2-, 9'-• 16-9 (25" • (7) ' 2 (3) • (7) I 2 O; i o· a·-o 110·-1· ;2)) s·-:;· 1s·-o· (2s· 4 (-) I :s (4) 4 (-) I 3 (+) j -o· ·r-4 1 .,-.a· ,in 7'-9" ,5•_-4• {26· '(-) I J (4) 4 (-) I J (<:, i 10 PSF UVE LOAD. 110 MPH WIND LOAD I ·O" 11·-s ,s-r (z:z; iz'-e· 21'-8 (25" 3(-). 2 (3) J (-) 2 (3) I ·O" ,o·-,o· r-r r22·> :o'-10· ~o·-o· (2s· 4(-) 2 l<) . {-) 2 (4J I ·O" 9·-s· 11·-10·(2:S') 9'-6" 16'-9" (26" 4(-) J {4} ' {-) l (4) I ·O" 8'-5 11'-2· (1J") a·-s· 17'-8" (27° 5(-l I l (5) 5 (-) J (5) I ·O" r-1 ,o·-r (2J"l 7'-1" 16-9 (27" 5 (-) I l (5) 5 (-) J (:;). ·O" Ei'-u· 10· ... r· (24") 6 -11· 1s·-o· (2B" 6 (-J I J 5) 6 (-) l (5) I -o· 6'-4" 9°-t' (24") 6'-4" ,,·-4" c2et 6 (-) I 4(6) 6 (-) • (6) I BER I~ PAAE>(TH£9S IS S11E C1i ca<CRE:TE CUSE FOOTINa 11'1 INO<ES. TIAE. ·r BELOW FOR DESCRll'TIOII. THE f\RST HIJNSER IS FOR POSTS T!1 .. T ARI': e'-o· MUii IN HEl<lliT. TH£ NIJWBER !H PAA!:NTHE9S 1$ FOR 00..UMNS e"-8" MAXIMUM EIGHt !R1BUTARY WID1H TABLE, ORAWING PPC-l. :3LE "B" : COLUYN SCHEDULE UIIN COLUMN DESCRIPTION I PE TI Y SO. X .024" CENTER COLUMN W/ 2"X 6 1/z"X .024" SIOEPLATES •. -;;, J" SQ. X .oz-.• CENTER COLUMN 'II/ -"' 2"X 5 l/2"X .032" SlOEPLATES '. ] J" SO. X C46" CENTER CCLIJMN 'Hf l 2."X 6 1/.2"X C24'" S10EPLA1'ES 0 I ] 3" SO. X 046" .:tNTER COL'->MN 'N/ ! . "" " • ,:_:-,r-.. I 2 X 6 ./, X c3l .. •,~PLATES AT !US Sl;PPORTED l)Nll'S OHL Y. .ti T SLAB Si.JPPOATED Cjl FOOTiNC ~PPCftlEO UNI~ nt'1Df'1 rH A DA 'T1TA TABLE "A" MAXIMUM COLUMN SPACING 20 PSF UVE/SNO-W LOAD, 70 ~H WIND LOAD MAXIMUM ! MAXIMUM COLUl,ll>I SP ACING "'1N. NUMBER Of COLUMNS TRi8UTAR:l'1i;· x JI. -i n..,• =rm ·,· x ~.-CIC ,u Wl'N~T cot.u'.rN n~E .. \\l011-I-I AT st..S i AT FTG. • AT SUB , AT FTO. • 111 I rn 1 • Jl f!l 5·-0~ 1 :1'-:t· ;11'-J. (!+·) 11'-2" 1r-e·(10") 2 1~) r :: l::)l :! 21 2 (?) s·-o· ; 9'-Y :iO'~:f (t'5") .t-3" 1E'-:t~l7") 2 Ui I 2 :"2li ;;: '2) 2 f2\ 7·-0· 1 1·-11 .. · 3'-6" (,!,-) 7'-n" 1.f-·.1"(!1") 2 ;111 2 :·21; : (21 2 (:?l a--o· : o·-1.-= ,·-10" {'5" 5'-11" ,~..,·-0,~ia"') 2 c111 2 i2' t :. f2) 2 'r ·~·-o· s·-2~ a.·-•· 110·;. e'-l" 1,'!·-:.:.·t~s·1 2 t2) 1 .1 iz\, : ;21 2 <Z} ··~·-o· J 5-·-1.r · T-11· ~16·1 s-·-6· 1q'_5'{1::s·), 2 1..:.1 1 z (J:~i 2 en 2 ,2:) 20 ViF LIVE/~{Oif LOAD, ':)0 ~H "ffilD LOAD i--cc-,,.-.,..-;-:,-~ ~··-0" !l'-2" ··1,· .. r ('o"J I 1··-1· -J'" 9'-J" ·1;)'-i· (!r)I 9·-,· 7 -o· 7'-11" ;/-6" (17") I 7'-11· --, -11'' ~r.-n· ;'3") 5' -11" T -:J" ! 5' -2" ~·-4 cn:n ' s· -. •o·-o· :l'-6" • 7• _,,· l:3·}: Y-6" 20 PSF LIVE/SNOW LOAD, lOO ~.lPH "NCTD LOAD a·-o· '.;r-o" tQ'-•J'" 0°-11° -i,'-10"" i1·J'l 5'-1)• i~J.'-·)'"(::.•:' ) /i\ • 2_ ·"J} I j "11: ,.l (3) 6'-.2" if-4'" (';:a") f ti-, 11..: -_~r2.J .. J I 3 ro) I 2 J) I 3 {'5' l::. / .5->. I ~·-5• 7°-11" (10")1 ,·.5• 1"'-o"{23"'.I. [7\:; !3) 4 '1jj 2 /J) 20 PSF IJVE/SNOif WAD, 110 MPH "RJNl) LOAD s·-,r ~,·-2· 11'-l" {,a")! ,~·-r , .... _ ..• ,.,.,,.}l J (-)' 6 -0· ·f-3" FJ'-2" (~0")1 3'-!" '!6·-.:-~:::n· J ' -· 1 -,·-0· !'-11" s-,!t c20'"}1 -11" 1 ! +·-·, \n·1 . ; .. , :r-21· o·-,i .. a-,o· ,zr1 '5'-il .. ·1ii"-.. :· . .:4'") ' i-'.I ·l·-o· I o·-r 8'-4" (ll°). 5-:: .. :u·-;·r:.~·) I 5 {-\ I 1')'-.:,· s·-e .. 7·-11· {21"~ :r-e." :12·-0·{2:t) I 5 -11 I TABLE "C" · A..'iCHORAGE TO FOOTING MAXJMUM I ~CHOR DESCRIPTION • fOOHtG SIZE 5/8"·> cXPANSlON BOLT !:'<BEDDED 2-3/4 ,,cHES MINIMUM 750 LB. TENSION . 5/3'"~ EXP!S.NS:ON BOLT EM9EDCEO ~ NCrlt:S MlfnAU'4 '1~5 LB. 'E~SIC"I\. .25'' 1 5/3·1 EXP~N$10N 6-=JLT ruaEDC,EO 7 ~Cr!ES : •.+.:-J:).!IJM (~ ~~JO :.3:. "::~SIGN). ' l 2 3 5 J 22·· ! 5/3~,J C::'.r'GP.MED lo.iE.t:) eou· (HEX S·]U.l1RE HEAD, I (.·R ti~c1-:cR ac1L:) Ei..J:t:e-c·,E~ s ·~•.:L..tJ 1,.,1!r-,:\l,_i\t. u ·a\ .,, ' (4) !.l); i5), r"5J • ExP\NSJO~ ea.TS SHAU.. 3E t!ILTI ,"18-K CMeV'N S1Ul. ?ER iC30 EA: J,(;)27 :R ··.~80 ~WLVAf:t;N $£R\.TCE :NC. ~E:COCN14E.D EO;: ·1AU:!llf M1H Ti_",'; . .:.N :~LVf.S ~5 •NC•l(.A ':'!0 .. ~'ESE B.XTS IJA'T BE SUSSTITUrtD '"OR EXPANSION sor..~s '='.HC~- J ,_, I ' HI . 1-1 I 4 (-) ! ; ; -·; 0 /-l 1 2 ;)) 2 !J) ' ·4\ H~ .}t5' J <5i l TABLE "A• MAXDrull COLUllN SPACING 30 PSF SNO" LOAD, 70 MPH WIND LOAD MAXIWM • MAXIMUM COLUMN SPACING falN. NU'-'BER Of' COLm.iNS 1'181~; :';r .1• • o• x • .-• •• ,111 ;3• • A"!!E. u '",.,..,., COLUMN TYPE .. ;IIC ,H I AT SUS AT fTG. • AT SI.Ml AT FTG. • 11 I f2l fJl HJ ~·-o-: 7'-$" s-•·c,n 7'-a· 1<'-8"(1') 212 2(11 2(2 2c:> 6'-o· ' 6'-5" a·-,· (i.") o·-5 1J'-5"(l6) z '2 2 (2) 2 'Z 2 121 1'-1)" ! 5'-6" 7'-11" <'<") 5'-o" 12'-5"(16") 2 'Z 2 (Z) 2 (2 2 l2l a·-o-··-~· ,·-·· c-n ··-9· ·,,-.,-,11·> 2 ·2 2 ··21 z r2 z 121 9·-g• ··-i· ;·-11• (15") ··-3· 10'-tt"(l7") 2 '2 2 (2J 2 12 2 '2' ;·. :· ~,' .. )" -.. f-·:~ ·;·--~· i ~·-,}" !10 PSF S~O"f LOAD, 90 YPH lflND LOAD 7'-5" 3:'-4" ,. ::} r-a· ''4'-8"{18") 2 •2 2 (2 ~·-s· ;:.°-tf ("·Q") 6-s· .,3·-,·os) 1 2 2 i2 ,·.;· 7"-1!'" ..:·;'") 5'-6" '12'-5"(,Q") 2 !J 1 (2 ,r-w .. :-·-... # {17") 4'-9" ,,,._,.(19") 2 'J 2 [2 ··-i· o·-11" (07") ··-3· •o·-n·120·1 2 ;;! 2 (2 30 PSF SNOT LOAD, 100 YPH W1NI) LOAD 1·-•· s·-•· (1;·) r-a· 14-8"(1Q·) 2 '4) ~ (Z' &·-s· s·-s· (!a") a·-s· 1J'-5"(W1 2 '4) 2 (2 5'-6" -·_,,. "'.) 5'-5 12-s·r21") 3 ,5) Z i2 •·-,· 7·-•· c-n •·-a· 11'-7"(2,·) 3 'ol 2 ·, 4'-J~ '!:-11• (·3') .f-3• 10•-11•(21) 3 'S) 2 C3 30 PSF SNOT LO.AD, 110 ~H 1fl.ND LOAD r .. ir 19'-•" (13";1 1·-a· i 14'-~"(21") J r-1 (3 I 2 ··2p 2 {:2) 2 C il). 2 (2~ 2 \4; · 2 (2) :S !51 2 f2i 3 (61 i 2 (3~ 3 <6) · 2 L]) J(-1! z l3l -s·-s· · 8'-e" ;-n I o·-s· t3'-5"'{'2l") 3 [-2 (.) I ] /-)I 2 (3) ';.'-6. : .. ' .. •t· i~?-)! :,· ~6-l 12'-5"(22") ,4 (-2 (4 • ·-it 2 1,1 i_ ;·.=~;. \;;~): :.:~: t ;:=z~-~,....,;,...;'c---.,-'i,-:':.,-',~-f--C~,......-r.:,,...,~:;wl--"'+-f+,:--';'ct--j-';--'--~;-f:f-1 ' 4-'-:t ,11·-r~2rl 4 (. ] ,. • . -1 · } (4) +·-~-. ~o·-11·(2Y 5 ' -5 f 5 5 ,-1 J {5) I 3·.o· I ;i'-·)' ! ICBO EVALUATION SERVICE INC. REPORT 184 lP ! TEXAS ALU.UNUM [;'/DUSTRIES, INC. 29CO l'HJO D:!!YE HOUSTON. TEXAS 77017 (713)946~'!000 ·r·, \ ..,..~ ... I PPC-4 ,_";;._,_'_"_"_Y,..;~..;;2;.;0';... .. :· •. c.AJ.E-, w.c,;.·..;.E _ __. •SHTO'i VANCE I ) k ASSOC .INC. £:RA lfl!'iG D.f.SCRIP.10!4 AITACHED COVER TABLES l> C I.O I '""' N I lO co N w l> l> r < 1-1 N 1-1 l> r l> z Cl (/) n l> il rr, 1-1 z n C'l '""' lO C'l C'l '""' I 0 0 w 0 il . 0 u, TABLE "A" lWCDI.UK COLUMN SPACING 10 PSF LIVE LOAD, 70 MPH 1fIND LOAD MAXIMUM ~ X r l .042" BEAii ~x ilf>M W/IIISDIT TR1BUTAAY '4AX. COL. FOOnNG SIZE O,IAlt COL. FOOTING SIZE 'MOll-i• sPACING., HO SL.Ml W/SUII-SPACING.. NO SL111 W/SUS- 6'-0" 13-1 (1) 1e·so., 33• 1e·so., 2•· 21 -e· (,J :s·so., .lJ" 1e·so., .10· 7'-o· 12-1 (1) 1e·so., 33" 1a·so., 24• 20·-0·(2) 2s·sa., 33• ,a·sa., 30• a·-o 11-10"(1) ,a·so., 33• 1a•so., 24• 1a-9·(2J 2e·so., 33• 1a·so., .10· ,'-a· 1r-2· (1) 1a'sa., 33" 18"SO., 24" 17'-a· {l) 26"SQ.x 33• 18"50., 30• ,o·-o· 10·-r (IJ 1a"S<h 33· 1a·so., 2<" ,s·-9· (2 2s·so., 33• 1a·so., 30· ,,·-o· 10·-1· (1) 1e·sa., 33· 1a·so., 24· 1s·-o· c2J zs·so., 33· 1e·so., 30• ~t-o~ 9•-a• (I) 11~·so.l( JJ. ,a·so.. 24• 15·-.,c.• 12} 2e.·so.x JS" 1a·sa.ll .30• 10 PSF UVE LOAD. 90 YPH WIND LOAD 6'-o· 113'-, (1) zs•sa., JJ" 1a·so., 30• 2f-a· (Zi 2a·sa., 39" 22·sa., ;io• ,·-o· · 1t-1· (1) 2s·so., 33• ,a·sa., 30• 20·-o· (Z) za·so., 39' 22·sa., so· ,!·-o· 11-10· (ll 2s·so., JJ" 1a·sa., 30• ,a'-9" ill ze·sa., 39• 22"SO., 30• l'-o· 1f-2" (1) 2s·so., 3.J" ,a·sa., 30• 1r-a· (2) 2a·sa., 39• 22·sa., 30• 1:y-0· 10·-r (1) zs·so., 33• ,a·so., 30· 1s•-9• (2J za·so., 39· 2rsa., 30· 11'-o" 10·-1· (1) 25·so., JY 1e·so, 30· 16"-o .. 2 2a·so., 39• 22·so., 30· ,2·-0· ~·-a· 11) zs·so., 33• 1a·sc., 30• 1s·-•· (2) 2a·so., 39· 22·so., .io· 10 PSF LIVE LOAD, 100 MPH YIND LOAD ;·-o· 1s-r (2)·2s·so., 36" 2o"SQ., :io· 21·-e-(J) :io·so., 39•,24·sa., JJ" r-o· 1t-1· 12us·sa., J6",2o·so., 30• 20·-o'(J) Jo·so., 39•,2•·so., JJ0 a·-o· 1r-10·c2)·2s·so., J6°·20·so., .io· ,a·-s· (ll Jo"so., 39•·24·so., JJ' 1·-0· 11·-2· (2l 2e·sa., J6"20·so., 30· 11·-a· (J) ;io·sa., 39• 24·so., JJ' w-o· ,o·-1 (2) 2e·so., .l6"'2o·so., 30• 1•·-9 {J) 30·sa., 39•:24•sa., JJ" 11·-o· 10·-1· c2)·2s·sa., J6"•2o·so., :io· 1e-o· (3) :io·sa., 39• 24•sa., JJ" ,2·-0· e·-a· r2).2s·so., 36" 20"50., 30· ,~·-•· {JJ.:io·sa., 39• 24'50., JJ" 10 PSF l1VE LO.AD, 110 MPH YIND LOAD !'-o· 13'-1 (2) 2a•so., 39• 22·so., 30• 21·-a (4) 30•so., •2· 24•so., JJ" ,·-o· 12 -7 (2) 2s·sa., 59• ii·so., :io· 2·)'-o· <•l :io·so., •2· 2•·so., 33· e·-o· 11·-10·12) 2e·sa., 39' 22·so., 30• 18'-9" (4) :io·so., 42" 2•·so., JJ' s·-o· 1.--2· (2) 2s·sa., 39• ,2·sa., 30· 1,-a· f4J Ja"so., 42· 2•·so., 33· 10·-o• 10·.7• (2) 28"50., 39• 2Z'S0.x 30" 16-9" (4) :lO'SQ., 42" 24"50., 33• 11·-o· 10·-1· (2) 2a·so., 39• 22·so., 30• 1o·-o· (•l :io·so., •2· 2•·so., 3J' 12 -o ir-s t2l 2a·sa., 39• 22·so., :io• is-• <•i ;io·so., 42' i.•so., 33• • SEE mtjUTJIIY \IIID'III TA!!I£ CRAIMNC Pl'C-3. "NVM!IER N PJll[J;llOS IS 1ltE COIJJi,,j T'1?£ F£R TMll.E "II" Ba.OW. •• A J 1/2 lliOf 1HtCK (MIN.) CONCRETE Sl.AII SHAU. OCCUR UNO£R 111£ ENTIRE COG A,l(J EXTEI«) l'-11" ~-EIEYOHD EIITERICIII FAC£(S) r6 CCIU.IMNS. TABLE "B" : COLUYN SCHEDULE COLUMN COLUMN DESCRIPTION T'YPE (1) 3' SO. X . t 20" AlUt.1. CENTER COLUMN W/ 2"X 6 1/2'X .024" S1DEPLATES. (2) 3" SO. X .095" STEEL CENTER COLUMN W/ 2"X 6 1 /2'X .024" SIDEPLA TES. • (3) 3" SQ. X .120' STEEL CENTER COLUMN W/ 2'X 6 1/2"X .024" SrOEPLATES. •• (4) 3" SO. X .188" STEEL CE'l"ER -~OLl:MN W/ 2·x 6 1;2·x .024" S'OEPLATES .••• • MAY BE SJBSTilUTED fOR (;QJ/MII (1~ • >IAY BE SUBSTilUlUl FOR CQWMN (1) & (2~ -MAY eE Sl!BS111Uml FOR c,)U)MN (1). (2) .I: (3) TABLE "A• MAXIMUl4 COLUMN SPACING 20 PSF UVE/SNOW LOAD, 70 MPH 1l'IND LOAD 30 PSF SNO"I LOAD, 70 MPH 'WIND LOAD ' \IAX1Ml/M J" X a· X .0.2" ll(AII l X a· 8EN,I W,1NSDn' TRIBUTARY"" .. -... -x-. -CO"-L;.;..;;""""',"'oo.:.:TING:...;:::SIC-'lC.E--+~-AX-. .:c"oL::..::;....=.::,:..00=110::1<G=5J:.:.ZE---l MA)(]MUM 3 X Ir X .IW..r BEJIi :n I BEMI W/'NSERT i I ! I I wotrt• SPACING** NO SLJ,B Vl/'Siill .... SP~CINCH HO 9...A8 WA.AB••• 5·.0-•r-3· (1J 1s"so., 33• wsa., 2•· 1r-a· (2) 2•·so., 33" ,s·sc., 2r s·-o· 10·-2· (1) ,a·sa., 33• ,a·so., 2,· ,s·-2· (2) 20·so., JJ" 1e"SQ., 21· 20 PSF UVE/SNOil' LOAD, 90 MPH ,mm LO.AD ~-o· 6'-V'" 7'-l,," 8'-0 'lll'BIITARY M.t,JC. COi.. F"0011NG SIZE MAX. COL. FOOTIMG SIZE WIDTH• SF'.•.:1NG" NO SLA8 W/SLAB• .. sPACIMG" ,.o S1JB Wl'SL.A8• .. s·-o· g·-•· 11) ,a·so., :io· E 2+· 1•·-s· 12) 2•·so., ;io• ,e·so., 21· 6'-o· s·-5• (I) 1a·so., :io· 1 2+· 1s-s· (2) 2•·so., :io' 1s·sc., 21· r o· 7'-1!" (1) ,a·sa., :io· ., 24• 12'-5' (a) 2,·sa., Jo' ,a·so.x 77' e·-o r-•· (11 1e·sc., :io· 1a·sa., 2+· 11·-1 l2) 24·so., :io· rn·sa., 21· 9·-0· s·-11 (1J 1e·so., 30• 1e·so., 24• 10·-11"(2) 2•·sa., :io· 1s-so., 21· 30 PSF SNOW LOAD, 90 MPH 'WIND LOAD s·-o· ~·-,· 11) i.·sa., :,o· 1e·so., 21· 1+-a· (2) 2a·so., :lll" 2o·sc., 27" 6'-o· a·-,· (1) 2•·so., 30• 1a•sa., 21· 13·.5• (2) 2s'so., 35• 2o·so., 27" s·-·,· (1) 2•·so, :io· 1a·sa., 27" 10'-11"(2) :::e·sa., :lll' zo·sa., 2r g·-o" a'-4" (1)!26"50.x 33"!18"SO.x .lO" ~J'-2"' (2)·2s·sc.ll ;:5'"120"$0.x .}Y' 30 PSF SNOW LOAD, 100 MPH imID LOAD 10·-o· s·-.:r 6'-0" r-o"' 1r-.::,· 9·-0· 10·-o· s·-o· c·-o· 1'-0"' e·-o· 9-0" \0'-0 .. 20 PSF UVE/SN0'\1' LOAD, 100 MPH WIND LOAD 11'-J" {2) 26"S0.:t .36" 20"50.x .30" 17"-lr (3) 2B"S0.x .!3'" 22-so.:r 30" 20 PSF UVE/SNOW LOAD, 110 YPH WIND LOAD s·-o· 6'-0" ,·-o· a·-o· 9'-o· a·-·· (Zl z,•so., .l6" 2o·so., 21· 14•-e· (2)1 • =-.-,""'36"'·=22"'',;-s"'c.-,-:30;;;;1. s·-•· (21 2+·sa., ,s· zo·sc., 27" 13'-5' (2) ., 35• 22·sc., 30" 7'-11· (2) H"SO., 36" 2o·so., 27' 12'-5" (2) · 38" l2'SQ., :io· ,,_.. c21 2<'sc., .l6' 2o·so., 2r 11·-r (2) 2s ., J6" 22·sc., ;io• s'-11· (2) z+·so., 36" zo·sa.x 2r 10·-11"(2) 28'SQ., J6" 22·sc., JJJ0 30 PSF SNOW LOAD, 110 MPH 'tfJND LOAD s·-o· .,·-•· (ZJ ze·so., ,e· 2o·so., 30• 14-8 (3) JO"SQ., 39• 2•·sc., 33' 6"-o , a· ~-(2) ze·so., .l6" zo•so., JO" 13·-s· (3) 30•so., .JS" 2•·sc., 33" r ,·-o· 1 r-w (21 2e·so., :lti" 2o·so., 30• 12·-s· (3) :io·so., 39· 2•·so., lJ" 1 a·-o· 7'-•· (2) 2e·so., :i.· 2o·sa., .io· 11·-r (3) 3o•sa., 39• 24"SO., 33• 1 !l'-o· s·-w (2) zs·so., ~· 2o·sc., :io· 10'-11· :3) 30•so., 39• 2•·sc., ll" RA,f1'tR O'IEAl-i.•NG ~EE T,t,SL.£, O'l'IG. P1)C-.3 fl'A.flERS O 24"'c/c lt,'.X. SEE rAaLE C'#G. PPC-J K ~Arn:R SPAN. SEE TABLE. O'Mi. PPC-J FREESTANDrNG PERGOLA PATIO COVER (WITH LATTICE COVEaING) ~AFl[I! O',ffil<ANG '5(£ TA9l£ OWG. PPC-3 [ICBO EVALUATioN SERVICE INC. REPORT 1841Pj TEXAS ALUMINUM INDUSTRIES~ INC. -~7.4... 2900 PATIO ORM: HOUS'r0N, TEXAS 770:7 (713)946-9000 DlU.11.'iG !E.SCl:Pr.ON ORJ.It.~G :fl"\LBER PF.Rr..OT.A PArrTn rnVRR "" "-"1,;'.NE. -riu-.;I BY: ,20, SCAU:: 1 1------+=:-•.;.,,--f ASHTON,VAliCE I.. & A.SSOC.,INC. FREESI'ANDING COVER TABLES PPC- )> C: lO I I-' N I \0 co I-' I-' N 0, )> )> r < 1-1 N 1-1 )> r )> z 0 Vl n )> il rn 1-1 z n Cl'l I-' \0 Cl'l Cl'l I-' I 0 0 w 0 il . 0 Cl'l 'ABU: "/t: KAIDlUM COLUMN SPACING l O PSF UVE LOAD, 70 MPH lflND LOAD UM M.I.XIMIJl,j COWMN SP ACING TARY ,. • I(' • ·"""' ,e,u 3• X s•s« • w,i,isntT H• AT SLAB• f,,T no.,.. AT 9.18 1111 AT no. .. 1· 9'-T 10·-s'{18') 9'-7' 16'-5'(20") i· l'-J' r-1· r,s· s·-,· •s·-n21· , r-2· 1·.o· oa-r-r 1<'-J"(21· i· 6'-5" i'-6" (ll' 6'-5' 13'-4'(22' i· 5'-9' · e·-1· 119• s·-,· 1t-s"22· >" s·-3• i --·-a· 'n· 5'-3· 12·-2·<2:,· ,f-9• I 7-4-120'" ,4,'-g.-11'-7"(lJ"} 10 PSF LIVE LOAD, 90 MPH WlNO LOAD o· ,·-r 10·-s·r:,o'J ,·-r ,,·-s·r2•·1 a" e'-J" 9·-1· (:21·) 9:'-.3• ·s'-:i .. {:•·" a~ r-2· i'-c· ,.::1·1 7'-2"" ·,t-3"{2.S-) o· ,s·-5· 8'-6" ·22·, s·-5· '3"-""4"(25"t o· s·-s· a·-,· (22') 5'-9' ·t-9·r2.·1 o" 5·-r r-a· nz·) s·-:s· 12·-:.n2s·1 O' ! 4•.g• 7'-4" <,J'I 4'-9' 1•'-7'(26') 10 PSF LIVE LOAD, 100 MPH WIND LOAD a· 9·-1· 1c·-s'(.>'l s·-1· :s·-5·r2.·1 o 7'-!:r 9·..,.7 .. l2Yl 7'-9" 1,·-:,"{26") o· ,;·-s· s·-o· ·,J'J s·-s· ••·-3·12,·1 o· ,;·-o· s·-;;· 1:<'' .·-o· ·1·-4•12,·i o· 5•-5· e·-1· (i<') ,·-s· ,2·-•·r2s·1 o• 4'-1'" T-6" (2•·1 4'-11' '2°-2"(28') O" 4•-15• 7'-.,t." '2~"1 4"-(i'°' 11'-T(.29-) 10 PSF UVE LOAD, 110 MPH 'WIND LOAD o· ,·-s· i0'-5~{.2l 1·-,,:: I ~s· -S•(l'Y o· 6'-4• 9'-7" iZ'*-• 6'-4" I 15'-J'(28' -o· 5'-7' g•.o· ,w s·-r 1,4.'-J"t2g,· -o· 4"-11· 8'-6· l:?5· 4' ... n .. tJ'-4.(29" -o· •·-s· e·-1· (Z:6" ,·-5• 12·-9•130• c· 4'-i:l ,·-a· t16' 4'-o· 12·-2·1:io· ·O' 7"-4~ 126' t\'-7"(J1' '!'RIBIJTAAY ... OTM TAB\£, ORA'MNG PPC-l. COLUMN m>E I], aJ , CD OR[!]. TABLE ·a·. DWG. PPC-4. . COL~w• m>El:IORi!l, TABLE ·e·. ~""-PPC-• NUYBtR !N '°' rnEStS IS SIZE or C'.NCRETE CUBE FOCTI,G IN ;NCHES. ... ERE t"l'lNC. ~IZ[ !NOICA![D £XCEEDS 2:8• CIJBE. ij$E FvOi1t-lC U(1'All©· 20 PSF UVE/SNOll' LOAD, 70 MPH ifIND LOAD MAXlMUM MAXIMUM COLUMN SPACING JRIBIJTARY l--3=.:-,-:-:-,.."'x"'."'04"'.,': •• ":=:::.= ... '-=i'"''::c , .• ~x"'s=·aE>M~--,1,1-,~-, ... -T-l 'MOlli • AT sue .. AT FTG.-AT sv.a "'I AT FTG.- ,·-o· e'-&" s'-7' '16"l s·-s· I n·-;··1e") e -o 5•-:t 1·-10·c16·) s·-5· 1 ,1·-,·og·; 7'-o· ~·-e· 7'-l" (:o"l •·-a· 1 1!'-5'(W\ a·-o· 4·-0· 6·-g" 01·) ·4'-o· 1 1~r-a'"t20·' 9·-0· 5·.4· {11"> 1 ,o·-1·r:0·1 10·-o· ,r-o· r1r) 1 s-rp:0·1 • 20 PSF LIVE/SNOll' Ul.\D, 90 YPH <11ND LOAD 5'-0" ~·-s· ~·-r 1:en s·-s· ' n·-15·(21·i e·-o· 5'-5" 7'-10"(!~") s·-s· I :.c'-~'"(:f') T-0 4'-6'" i'-Y r,n :4'-8'" I n·-'5.·i:~:2 .. ) a·-o· 4'-C" o'-!f 119") 4'-o" l:J'-3·{~i·) 9'-0 o'-4" 1:0·) 1•:)'-1"(23'") ,o·-o· &'-o· ,20·1 I 9'-f'i2J:'\ 20 PSF UVE/SNOll' LOAD, 100 ~H 'KIND LOAD s·-o s·-5• a·-r (l~r -,·-6· ; ·3'-0"C..r) e.·-o~ s·-5· r-10·c20~ s'-!)" : 12'-4'"{:?3.) 1 1·-0· .f-a" r-:,· (21--,·-a· 1 ,,._~·c::•·l tr-o· . .f-o· 6'-9 ... (2!" 4·-0· i 10·-a·{L4") 9· -o· ~·-4· (2,· 1 w· -f"l2s'") Hf-o'" i:,·-o· tn· ! 9'-7\25") 20 PSF LIVE/SNOW LOAD, 110 ?.IPH WIND LOAD s·-o· 6'-0' 1·-0 .. ff-7" (2'i.) T-10"'21") 7'-J' (22") TABLE "A": lilAXIMUM COLUliN SP..I.CING 30 PSF SN0ll' LOAD, 70 MPH 1'lND LOAD l' • •· • ,~,· ,,.., ' <' • a·9• .... w~~=r AT Sl..A9 .. I AT FiG.-1 A.T Si.,la "* · A.T FTG.•M ~·-o· I T-2· (:5') , t!'-4'(1s• I :::o PSF SNO";f LOAD, 90 m>H '.f!ND LOAD I s· .. .;·· ; T .. _:· 'P'"l · '·~·-.n~<J') I ! s·-c 1 ;·-·· r,3·1 i·-11·1:•·> a·-,:· I . ;· ·•·· _r:3•; S-5'(~2') 30 PSF SNOW LOAD, 100 ~H ]'IND 1.0.\D a·-o~ 1 r s·~i, .. , :o·) e·-11·t:3,• ~:l·-·Y ! · 5'-4 .. t.:J"\ s·-s·t2J· 30 ?SF SNOW LOAD, 110 ~H -i'JNO LOAD 1 e·-c- I o -,· f---2" t-0: TABLE "B": MINIKUM A'ITACHllENT LENGni (L) TO PANEL SPAN (P.S.) RATIO OPEN WINI> LOAD ~CLOSED• 70 !IPH I 90 MPH I 100 !jPH I 110 MPH MlNMJll L/P.S. RATIO ,YEN 1 0 I 1.0 I 10 I I 0 ENClC'l<:D 1 25 I '50 I 1.75 I 2.0 ' Sl::E ~01!; A llRAnlNG PPC-7. P_;1NEl CV£~HA"iG 18• t-'.',JCIM:l;M 9'-0" M.-.X C()LUYN tJ-'EiGHT Af fKHED PERGOLA PAT[O COVER ('t'nTH SOLID COVERING) ; !CBO EVALliATiON :SERVICE l~C. REPORT 12•HPI TEXAS ALFMINUM INDUSTRIES, INC. ---:--,1 2900 PATIO oar,'E HOt'SfON, TEXAS 77017 (71Ji9~S-~OOO -· ·--·,: t:'~\ r!!'IG J:•!SCF.lPTION Pi:i'Rr..nT .6. PA'rT() rnvF:R f=Md BY: ~.::c.:. C:t:.U.Z: ··1 !------+.~~·'"'--.·•---4 ,.._-,hTCll,V.\~CE j & A.3S0C .. Il1C. .~1TACHED COVER TABLES ~ s:nr m rnwm"'it:. PPC-6 )> C: IC I .... I\) I IO co .... .... I\) C'l )> )> r < 1-1 N 1-1 )> r )> z 0 Vi n )> il IT1 1-1 z n Ci .... IO C'l C'l .... I 0 0 w 0 'U 0 -.,J GENERAL NOTES FOR DRAWING PPC-7 1 lN:i II arrn ROOf rum s A.) lliE PANEL FACINGS CONSIST OF .025" oR .032' THIO< AI.Ul,IIWM Sl<INS Of 3004-H164 •LLOY. e.) ll<E AVHESIY'E SliALL BE LIO/I AD U-434, A PR~RIETARY ADt<ESlVE MANUFAC1\IR[D BY MC'RTON CHEMICAL ANO CONfORMl>IG TO THE REQV!REME~TS or A TYi'£ II, CLASS 2 ADHESI\£ C.) CGA£ S>IA!.L 8E PRE-FORMED 1.5#/FT' DENSITY EXPANOEO POLYST"'ENE FOAM BY HOUSTON FOAM •usncs l<A"1NG A Fl.ALIE SPREAD !>IOl:X OF 5 'llllli A SMOKE DENSITY or 50-130 FOR THICK!<ESsES ,ErM:EN 2" ANO <'. 0.) ll<E MAN\JFACTIJRER Of ANY CC,,,POkENT CITED IN ITEMS A.) TMROl..'Ct< C.) AaOY'E, Sl-'•LL CERl'.FY TO THE ::c-1,,1Pl.J.ANCE Cf EACH SHIPM'ENT Of' lH,l,.T CCMPONENl wm-t APPUC.&.Bt..( SPE:'.<FlCA rc~{S) E.l PMi£lS '51-IALL BE CONTINVO\JS IN THE ClRECTION Of SJ.OPE 'MtH ,a ffiANS\t:RSE cC•NTS. f". M.lX11'41J-.i AUOW.A.tll[ SPANS ARE AS s.HOWN IN TABLE. owe. FIPC-7. 2. WAI I [ASJfMBS· A.) AT 10 ;'::Sf" LIVE lOAJ IJSE l-if12 WOOi) SCR£W A.T 16.c/c EVSEOOE:0 • 1/2." IJ.lN;ML·~ 1!,T,') CPOl.!P 2 ~ BETTER cUMBER. B.) .t,T 20 PSf ANO JO PSF' UIJE/SNOW LOAO USE 2-f12 WOOO SCREWS Al 16·.c/c E.VBEOOEO 1 1/2" ~INIMVM INTO GROUP 2 OR ELTTER LUM61'R. ,3. [NCLQSABIUD: lHESE. UNITS ""AY B[ (NCLOSCO 'Mni CURRENTLY R(COGNlZE:O ICBO E'./AUJATION SER,.CE, :NC. PA TIO CC',£!! ENCLOSIJRE WALLS. 4. SCE CRA"MNG PPC-1 FOIi ADDITIONAL NOll:S. W,J,U. FASTENEJ.ISh SEE MOTE ,2 JI ~~ \...,.so· USE ONlY P 10 PS[ l L EXTRUDED HANGER ROLIFORMED HANGER (606\-T6 ALUM.) 2-,B SNS EA. P AN,L rr LOCk O OPEN 1..,'N! TS. 1 ~-#8 SMS O ENClOSED UNll'S F,STENERS TO CCCIJR ·Mn-;I~ 1· CF '~R"P.CAL LEG, m'ICAL (ALVM .1004-ti36) 3G04-H34 ALUM. Ll.lW. FRONT FASCIA (Al!JII 3004--H36) 6" FLAT PANEL & ACCESSORIES SOLID ROOF PANEL SPANS DESIGN LOADS PANEL TYPE PANEL • 10 PSI' 20 PSf' 30 PSF 70 MPH 90 MPH 100 MPH 110 MPH Tl-llCKNESS!--_L_.L __ J._..._L_.L..:./_s_.L_..,_ __ s._L _ _.. __ 'M_N_O _ __. __ 'M_N_o _ _,_ __ 'M_N_D _ __. __ ·_M_N_o_ MAXIMUM PANEL SPAN (MINIMUM SLOPE) .018 .. 13'-8" (.4· /FT) 7'-J" (4" /FT.) 4'-11" (.4"/l'T.) 13' -a· ( 4" /FT.) 1r-1· (.4"/FT.) c:4• !8"-3~ (.4"/f'T.) 12· -J" (.4· /fT.) s·-,-(.•·;n.J 16'-3' (.4" /FT.) 14• -9· (_4" ;n.; 2 1;.2·:.. ;,ff ;:3;::· 20·-o· {.4-"itT.) •6'-0' (4' /FT.) 14'-0' (,4" /FT.) 20'-o' (.4" /FT.) 19·-·· (.4"/n.J PVLLFC.i<l,,I n .C.to• 21·-s· (.4n /r".) 17'-2' (.4' /F"r.) 15"-1'' <.4'/FT.) 21'-5' (.4"/FT.) 21'-S" (.4"/>T.) .02~· ; s· -a· ,_.s· ;rr.) w·-,o-, s·/n.J a·-,r (S,Tr.J ;,·-s· ( 5"/fT.) 16'-8" (.s· /FT.) .032"' 1s·-o· ( s· /FT.) t2'-J' (.5'/fT.) 10·-,· (.5"/Fr.) ,a·-o· ( s·;n) 1a'-o· (S/FT.) 3' :N.StLA.~0 *** • OR s~, .. TFCkNC:S; AT J" :,,suLATEO PANEL. t: Ill FR::M !CSO £1-' 42.U.P. DR!J(E CHALlYAN fN~;~EER OF" RECORO. *** FR~ TEST DATA F~OVIDE0 BY C.L PROFESSIC't.AL $E"RV1CES. '.IIARR£N CA'.'A!>JAIJGrl ENGINEER OF RECORD. EXTRUDED HA~GER ~6Ct;!.3-T6 ALLliil.) (~0 S"'5 0 1:;tc/c T"r"PICAL lH.L E:<TRUSIGIS ~~,C,F' P/1.NEL I sL µ, I -L-,ooo:-Js1sl (El!Qti!). DELUXE GUTTER FASCIA {6063-16 ALUM.) .f.l!i!L DELUXE SIDE FASCIA l6063-T6 N.U"-) 3" INSULATED PANEL & ACCESSORIES STD. mPA. TR' (606J-T6 ALL ... ) 1 rcso EVALUATION SERVICE INC. REPORT 1841Pj TEXAS ALUMINUM INDUSTRIES. INC. 2'-?..._ 2900 PATIO DRIVE HOUSTON. TEXAS 77017 {713)946-9000 • .--· Pi:.1Rr..nT 11 rn\TH'R :C.RAlllf BY: R202 SCA!J:1; ' 1------~-,_•.,cNE--~ ASHTO~,VANCE 1:.· I & ASSOC .. JNC. PPC- )> i: IO I I-' N I IC co I-' I-' N " )> )> r < 1-1 N 1-1 )> r )> z 0 Vl n )> "C rn 1-1 z n O'I I-' IC O'I O'I I-' I 0 0 w 0 "C 0 co