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Plans Et_ _ -I PA' 9 ? a6 r EL= a ?, • VT 0 r b _ ° RECEIVED / .U6 2 4 2005 7 / _ CI Y OF TIGARD x q I 6 BUILDING DIVISION r I \ I ? / I al - s 7' e -k- o ti vl 7" ' GN ti^ I 4 p .e) 0, yt r rt R . � p �� o �c occ V h p 441 4d ICU Etoc / /� S h I Pates 5 f m I h�Ax ti g V - " I 1 v t .�� o ct r r, P 1 33' -6 LIABILITY I ��' The City of Tigard and its I employees shall not be i re sponsible for discrepancies r- � y .. _ which may appear herein. v) � QO1 r_� FL= ae6� �,�5 �h �, o �e,� � �Q eh c P Address shall be posted OFFICE j COPY -5 t-.1 too /low Ln, and visible from street. T , oR y7a ,,,,,, __ Z fGe ; xk / ' CITY OF TIGARD ty -, 1 Approved (�7: Conditionally Approved . ( ): For only the worls,as described in: PERMIT NO. �1 - 0-5 - - Out-t(tr plans See Letter to: Follow . ( ): Approved p Attach . ( ): s hall be on job site. Job Address: t ).3' j $1y 1 ¢ a y uw L J By: .154,6_Q_______— Date:. -7.7.../-7-9-r_____ No't-es: 1. AIr 6 v I ,-ss to be YE aye, t v8` - 5 O Ie„ LO() - E s . 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" i 3.741 ' ° o • R0.188 W r �� 3.741 " 0 0.062" o 0.055" J \ 0.062" } 0.062" ,c " - icy �y - ' �� �i --L1-1,---T-ti R4.173" FM L \ / 3.684 3.810" O LL.i ._, Huai? mu\ © 0 W nook. �` NCAI7 O WINnOW/ Poor CpAMC JAM© WINnOW/ 12001? FRAME 511 TRANSOM CX11?U N�A17�p MASCO SION® O z W o z = 1.938" r- 2.500" -/ 3.970" / O_ n 2.055" i` 1.000" 2.155" --/ a- 0 ),...L \ \ [ � Z .."---- 0.055" 1.000" 0.055" 0.055" - o 0 rn -a'- I o 0 0 o co r ° o N. o '(` r i o rn N ° �� 0.080" 0.080" o� o ,� d a 0.055" C . 1 LIU 4" 8 4" HANGER IASC D 4" 511.E EXTRUSION 10 4" I- 5 I I 12 C11ON CORNER POS1 CXpANbCt? O 4" C-CNANNCI- O (11) 545.. - J \_„.,____ o / 4.770" � : 2.438" -� ,� 2.625" 2.500" -' t- 2.0 3.970" Li o �' in Z t/7 O w ` \ \ M d D 08 1.000" �� v O ul ` t :Oz U Z W In Et o O o o O to •-- Li t0 N N O V' N OD M � � 08. oO o o 6 6 (.13 = n ¢ • 08 \ . 0 .080" _ ---.1--. �� c P L OtSI' r 5 .810.. \ yr \ \ I _. ` \ �- / DATE: DEC 2001 , • � � � SCALE: N7s 6" I-6CAM I� 6" F- CHANNCI. I5 6" SILL CI j 1 9 051" SLEEVE I� 6" t'ANCI HANGER 6ASC I3 O ^" DRAWN BY: MJG �� DRG NO. S -1 1 OF 4 1 1 r = OG )c DOOM WDTN / 5-5/ 4" OR / ROC>F SPAN / es ' i' 6" SANDWICH PANEL Poor / HE TAM IA & ID 51 ET 4 FOR PLLOWADLE PEO.ECTION5 / / LOAD DEARING DEADER 4 PICTUi WINDOW OR ^ 1 I ' MAXIMUM OVEiRHAIZ / GIRT SPA WING WALI. DOWEL r''� DER 5 AND 6 cowmen NOTE: 5EE MOLE 3 5-4 FOP MAXIMUM SPAN5 EXPANDER PER 7 EXISTING w ,n u) \ ALTERNATE W N NSOMS A N OF EE # 8 X I / 2" 5-M @ n'UCTLIRE I WINDOWS, TPJSOMS ANI KNEE 4 1/ 2 FU L HEIGHT COLUMN DER 17. FLI L 24" C/ C VERiICPLLY "'c. WALLS MAY BE L15ED PROVIDED MIGHT COLUMN 15 ONLY IBC^ llRED : 4 Lk O SPECIFIED HEIGHT AND SPACING 1/ 2 . 1/ �" X 2" LAG SCPEW @ ® ® 5 7 LIMITATIONS A. ADD D rO`• LES A N ME E LE M P 5pAN5 AID 16 "C/ C INTO WOO (J-) COLUMN PER II LESS THAN THE ROOM PROJECTION , � � / FOAMING N I I GIRT pe p II AND 4 COMBINED• \ _ W I I ...1/ r DESIGNED FCC? 30 P5F I I I t I GIRT PEP II AND 4 COMBINED FRAME P 2 1 4" X I I/ 2" MU}> t?OOM o � J HORIZONTAL WINt7 LOAD \ SEE TABLE 3 FOR NEAP ANICHOE INTO _- 2 ALLOWABLE GIR S PONS MASONRY O ° 5 MAXIMUM TRANSOM c 5 L c 3 1 HEIGHT- 21" #8 X I/ 2" 5M5 @ / I c ;•E 24 " C/ C VERTICALLY L.) WINDOW UNIT POOP WIT DOOR UNIT WINDOW UNIT g WINDOW WIT DOOR LNIT WIDOW UNIT CENTER MU-LION PEP II • REFEP. fO Z LOAt7 [EPPING COLUMN PER 41 1 TODLE 2 5-4 FOR MAXIMUM © 51nWAL110 p00F CONNC1 ION 131 - AIL } Mr 1 11 AND 2 COMBINED. N SPACING DETWEEN COLUMNS ® Z c 8 ® O .. DEFER TO TABLE 2 9-fEEf 4 ��— o m W ® -I - FOR MAXIMUM COLUMN K NEE WALL ® Y.NEE WALL ® KNEE WALI I SPACING KNEE WALL _ \ * * * / 3 #8 X 3/ �" 5M5 DER PANEL 1 " &D (6 TOTAL) PLUS HANGER [ASV PER 9 OR 13 Jl Y f .-.-- ----1.---1 C01 SAPLING COI S .� CO( SAPLING -� CORNER COLUMN /,I= SAPLING -�- COLUMN SDALING �COI,UMN SPA�ING,�COI. SPACING �' CORNER COLUMN D 12 elf— 'I EXTG FAYIA I �,• -' DER 1 *MFER TO TABLES 2 & 4 SIEET 4 rot: MAXIMUM 5PACING BETWEEN COLUMNS 2 #8 X 3/ 4" 5M5 @ 1 -GERM T &D @ 20 F5F HORIZONTAL LOAl7 `- DEFER f0 fAf I ES 2 AND 4 SDEET 4 FOR MAXIMUM SDACING BETWEEN COLUMNS COLUMN DESIGNED FOR 30 P� NORIZONIA. LOAD AND 3 #8 X 3/ 4" 5M5 @ I-BEAM f &D @ 30 PSI' HORIZONTAL LOAD ..-----\\ , -''� E XISTNG RP�TER OR . PATIO �1 05Ut?E FRONT" �L VA-110N MAXIMUM AXIAL A5 GOVERNED PATIO �NCLO5Up� SI2� �L ROOF p/ L mm 15fl L Dv WOE PANEL cAPALmES #8X1 /2" 5M5 @24 "C /CT &D �' f8,13 ( TYPICAL AT ALL I-DEAM f0 PANEL CONNECTIONS) ° � I \J f ' Ai AT EXIS r TNG STRUCTI o #8 X I/ 2" 5M5 @ 24" C/ C f a 17-- • 5/ I6" X 3" LAG 5 CW5 W11N I" WA51 ER " 0 s' • y/////// /// // CONNECTING NANO'. TO 2X BLOCKING LEDGEF ` SPACING DER FOLLOWING C • ° F I i - N `,k 1 ' 7z ROOF LOAD CALF) \_____....------ 1� , ,.. -^ '"�y -' �„ `•, J J FASCIA DER - -' • 8 OD 15 ► 100 150 2 25 0 300 350 400 EXTG. WALL • HORIZONTAL & R O' D Eto — a' SPACING I6 16" 12" 10" 8" 7 6 9 17.5 P5F = 0.9 X RO PR O.ECTION o C IN) —RO i WALL 22.0 PSF9 1,2 X ROOM PRO ECnON GERM PER II Of 14 I I OF OVEpJ LANG KE O "' # 8X I / 2" @ 6" C/ C EXPANDER DER REM? f0 TABLE 2 5 SET 4 FOK KOOF L OADS Ai S PpOKiS 2 / 2X BLOCKING BETWEEN E 27.0 PSF� 1,4 X ROOM PRO SCION EXTG ROOF MEMDEDS I I ® fl WITH 5 #8 XI/ 2" 5M5 Af J C-WALL 7 a � COLUMNS A3 CLIP ANGLE CONNECTOR BY USD (NON AXIAL LOAD BEOPJNG) WV 4 DOD NAILS EA, LEG ` ■ A WALL v i ( NON AXIAL LOAD BEARING) o n BE � C ® ROOF CONN C11 ON 1"O �X FOO I/ 2" 5M5 @ 16" o y _ Y PJ?ING WALL (B WALL) A o g C/ C EA SIDE — "' " w BEAM GIRf DER II i "-� INo. I/ 4 X 2 MUSHROOM IPJ7 ANCHORS N w i )sONNECfING NANGEK TO MASONRY WALL SPACING w �- I/ 2" SMS @ I6" `�� " ._ ie ; AT INTERIOR OF ROOF P FO LLOWING TABLE ** SHIM AS NOLaRED Q d C/ C EA SIi E(9i/64 w w J ( 1/ NORIZ POOP LOA 17 + / ( ALE) EXISTING 51112 OR MASON WALL p V) Cr TRANSOM EX1RU510N PER 4 I ,,,� WIND LOOJ7 (P 100 150 ,200 250 3O0 350 400 HANGER BASE DER 2 OR 9 A \ ` FLASH Z U O ROOM WIDTH 0 NNC110� b�1 AIL ; - 4" I6 1 6" I6 12 12 10' ligi SInWAL110 P OOP C O 20 z " � � � R z PATIO NCL05UIM PLAN 3o I6" I6" 16" 12" I2" 10' to" l 4, 5T ,r. :_ w 4" CONCRETE 51 AD ON GRAPE REINFORCED 40 I6" 12" I2" 12" 10" la' 8" . o z U / [-WALL OF PA ENCL05J WITH 6X6-W2,0XW2.0 ON VAPOR BF�?IEE ROOF PANEL - \ \ z 0 MASONRY WALL OF EXTG 51RUCTUPe ON 4" CLEONO SCONE ON FIRM & SHALE IJ FEK f0 TAD E A EEf 4 FOR KOOF LOADS AT SUPPORTS EXTG, Q e Z / SLIBNDPJ7E * " FJ FEK t0 A/ 52 FOK ANCNOK SPPCINa AT EDGES OF KOOF SiKUCi1 KE i \. • / � / � j ') GPAFJE h/ 16" X 3" LPG SCiW CONNECTING p U Q A - I M F` o HANGER To %Amp STUD WALL 1 � \ < IMMINIMINEal - UMBER AND SPACING or SCiEWS PP FOLLOWING fW3LE Q ��, �� \ w 4 NO 1/ 4" X 2" 4 ��* .„1,_ 4�, .,� 4" `. `e I 1 1 —III NOPIZ MAX ROOF LOAD + / C DLF) '" \ w �(USIEOOM DEAD ANCHORS FOOTING TO BEAD ON A FIRM WIND LOAD I SCREW I SCREW 2 SCREW 2 SCP.EW @ 4" SPACING Af END OF ." FOR SPACING OF I I STABLE 5Ll6GRADE HAVING A (p5F) @ I6" @ 24" @ 161" @ 24" 5 X 3/ 4" 5M5 DERDPJJEL f &6 C 6 TOTAL) PLUS DAnO COVER CONNECTING CONNECT/P.5 ON INTERIOR # ---- MINIMUM SAFE DEARING 15 235 157 470 313 2 #8 X 3/ 4" 5M5 @I BEAM t&B 20 DSF } DATE: DEC 2001 to CONfINUDU51 &B ' ROOF SSRUCTIPc TO REFER TO SECilION 2A/ 52 CAPACITY 1000 D5F 20 235 144 470 313 HORIZONTAL LOAD SCALE: NTS MPSONt?Y WALL - ROOF EDGE PATIO COVER 25 b.x, 9 41 3 #6 X W 4" SMS@ I BEAM @ 30 DSF ROOF 5 P.I.I.;i"I CONTINUOUS DERIMEiER FOOTING 30 h '7n ZO NTAL LOAD 313 HORI DRAWN BY: AUG 8" MN 187 470 500 D RG ND. S-2 •t - 1A11 A. FOO CONNC11ON 1'O MA5ONY WALL AA tL NN9 2OWN SLAG 0\1 GP\AP FOUNPA11ON 12 TAIL / / / / /� / / / / / // 470 285 ®p00P CO \I\1FC110N T"0 �x-"6 WALL 2 D 4 ® h KEFEK pet. e' LL A kCLL FOP KOOF LOADS AT 5 t f OKfS J C.,) o "I , 3 #8 X 3/ 4" SM5 Al PANEL W/ " 3 #8 X 3/ 4" SMS AT PANEL W/ ' Z rn rn 2 #8 X 3/ 4" A T 113EAM F O P _ FOP LP T0100 H-F UPLIFT* 2 # 8 X 3/ 1" AT 1 -9EAM FOR FM. L.1' T0100 ELF IPLE * — i' i' 3 #8 X 3/ 4" AT 1 -13EAM LP TO 200 PLF LPLET* 5-5/1" 01.'. ilila 3 #8 Y• 5/1" AT 1-13EPM U' To 200 PLF &LET* 5-5/1" OP 6" THICI: o f 5# 6 X. 3/ 4" AT EACH I-f3EAM I F TO 300 ELF &LIFT* EN5C011/ALUM 51 :11d 5ANGIMCli 5# 8 Y, 3/ 4" AT EACH i BEAM LP T"O 300 PLl' LPI IFT* E r5 COE.C/ /J_UM 5I IN Q 3-3/ 4 , 0r 6" THICI: EP5 SANDWICH PANEL W =' w ; r 6" TH0: ble A sheet 4fa up111E Mad at roof supports) PAWL (" Refer to Table A shee4.4(a upl ft bad at roof sy ports) , ) 3 4" o COPE/ W UM SKIN . SANDWICH PANEL # 8 X I / 2" 5M5 @ 24" # 8 X 1/ / 2" 5M5 @ 24" SPJJDWICH PANEL # 8 Y. 1/247' " 0 - „ C/ C - #8X3/ 'r (. *- refer to fa C/C tomolis @ C/C 5M5 �- �a 24" T &8 Z OR Tv All bilk ty, +Af1110 — r- -.- • — _ �+8 Y. 3/ 4" 5M5 @ W -- f--� ----- _ 2" C/ C CONNECTING I = • FASCIA PER -^...- � _ FASCIA PEP J � - -- f --- !per TO HEAPEr = c• • • - - y 8MI6 8A?15 I (r) ..°_ I EARER ARM \ 4:- -- - --- l c A CIA PER _ ' 1 ,--� ' I # 8 Y. 3/ 4" 5M5 @ . � ^ I # Y. 3/ 4 SM5 A. � � � �, c 6 ,� F •. 12" C/ C CONNECTING C/ C CONNECTING f -G t� N tl HEADEI. TONEADER F ` . 85� G;9a 5l !'T Z y. 1 #8 X 3/ 4" Pel TO I NE ARM AI7ER PEP 8 L_I_ i„J004 NEADEP T - -- , 5M5 @ 12" CI C N _...___ , ' I J AP.M ; "' PROVIDE 5 #8 X 3/ 9 7M5 EE 2 SM5 24 A 3EVIE7 Z UP IFT LOAl75 ON CEN1r CG UMN f �dvrJ I #8XI/ €:L PEr 5 N1NlNJG IiEA1r ,�ecv r T"0 C N CO 50M ECE F 1 JEr COLU 1.ilS�4 kc. 1PANSOM .� C/ C Cr R 12 CJAO FOR UPLIFT LOADS ON GENr CGUMN e.- i - J 3 3/ 4 PLUM SINN 17001 BS* NW U'r0 1300185 * USE 6 # K 3/ 4" 5 r,',� P 5/ 8" INSUL GLASS UNIT P�J�L CENT COLUMN sfVJ17�MrH ® NFAI2FP TO CO1'.NFP COLUMN .. er to -. Y et a c , < N CONNECTING I FADER TO COLUMN ER PEP 11 'Mni FOR LPI IFf 10PJ75 ON CENTER COLUMN FRAME JAMP PEP 2 ® NFA17Fp TO GLASS TPANSOM ® HtAI7FP TO PANFL TRANSOM ud bads v UPTO 2048 L85* USE 10 #8 X 3/ 4" 5M5 EXEANDEP, BASE PER 7 CONNECTING FEADER TO CaUMN n'.ANSOM 3'3/ 4" PLUM SKIN EXPANDER .Refer to table G steel 1 for alum uphlt loads EXrR5L1510N PE J 5 / 8 " E C SANI17N1CH )11 _ 1 i PA5� PER 7 ANEL 5 . 5 - CF NTFR COLUMN TO I-EA17E P 17FTA11, INSULATED #8 X 3/ 4" 5M5 a 16" C/ c EA GLP55 m Al i #8 X 3I 4 SMS I6 IXJIT SIDE CONNECTING r0 TIZANSOM .� _ I t 1 1 1 _J I # C/ C EP, SIDE I TO GIRT ...,. ,_ PROVIDE 5 #8 X 3/ 4" �' FOR 1PLIFT 1,0Al25 ON CE NTER P p 8 Y, I/ 2 5M5'7 I6 C/ C 1 I 5M5 BET N Bfr5 ,� VERTICALLY CONNECTING FRAME NERD PEP CONNECTING ECTING TRANSOM I COLUMN 171 8601.85 l 7' c TO GIRT I ,,''``i I BEAM G� f EXPANDER AND coRnEr 4 2 #8X3/1" SMS I1 4 #8 X b/ 4 5M5 CONNECTING �� FRAM JAM85 r0 CO UMN 1 -BEAM 5ECTION 1 - _ COLUMN 1 16" C/ C VERTICALLY • COLUMN TO EXPANDER TAME , r �i' + FRAME JAW PER 2 GIRT TER II �, I +I #8XI/ 2" II- I I L i � ii- #8 X I/ 2" 5M5 ATTACHING BOTH FOP UPLIFT LOAD5ON I ,f{a c16 "C / a "C /C CORNER - .- COLUMN UI'f01300 185* AM COLUMN rEr II FRAME JAMT35 T"0 FPAME HEAD PER I COLUMN L COMER COLUMN USE 6 #8 X 3/ 4" 5M5 - #8 XI / 2" 5M5@16 "C/ C PERI2 FOR MIT LOADS ON CEN1TEr -- VERTICALLY CONNECTING . I AN5OM TO WNI70W FI?AMg,r 0 PANFL TRANSOM TO WINDOW HHAMF D LI) COLUMN LIM 20401-85 USE 10 #8 f f FRAME JAMBS TO COLUMN ® ® ® PLAN OF C � NT COLUMN TO BASF G.eF table 5 G sheet 4 for aim uplift 4,a<Is WINIDOW/ DOOR #8 X 3/ 4" 5M5 WINDOW/ DOOR #8X5/ 4" 5M5 69 e to a 6 No,' / 4" X 2" LONG M11` '.00M NEAR ANCNOP.5 Af FRAME SILL PER 3 16 C/ C FRAME SILL PER 3 16 C/ C ::::::: CONNECTION T"0 CONCRETE SIPS Gr @cEN-rEr COLUMN TO 6 # X 3/ 4" A5� PLAN 4" SILL SECTION PER a #8 X 3/ 4 �t "_ SECTION PER 11 4" SILL 2" woos SCREWS For coNNECCONNECTION ro �� �1�1 � t Ib" C/ C _ 1,. 1 e 16" C/ C CORNIER COLUMN PER 12 ATTACHMENT OF BA5E TO CONCMTE 9M3 K ATTACHMENT OF 0A5E TO 11MBER DECK I CENTER COLUMN --- I -BEAM GIRT PER II .. I -BEAM GIRT II #8 X 5/4" .1 . n # 8 X 3/ 4" �/ EXPAN117Er 4 12 X 2 -1/ 2" WOGD 50TW5 WIM 6 Nb, I/ 4 " X 2 MUSHROOM WV ANCHORS TOR a 16" C/C '''..--'1 I a 16" C/C #8XI/ 2 SM5 • PER 7 -1 5 3/ TOTAL # SM5 a w WASFErS FOR COLUMN LPI ET LOADS* COLUMN MIT LOADS* LP (01080# 5/ 8" INSULATED ill TPANSOM EXtN1510N a9 I6" c/ C .. BETWEEN CORNER COLUMN Cr M c% LP TO 920# 8 No. IV 4" X 2" MUST OOM 1•EP17 AKO1 5 FOR GI-A55 MIT PER 4 A . / — 2.5 MIN / AND E XPAND ER BASE L., o O >- 33/ 4 PLUM SKIN O N • 6 # 12 X 2 -I/ 2" WOOD 53REWS FOR I,PLIFT LOADS* LP TO 1360 # EP5 COM 5ANXNVICN } . to — LPLIFT LOAD5* 1-f' TO 1360 # 10 NO. 1/ 4" X 2" MUSHROOM I-012 ANCHORS FOR. AI WINtOW FRAME TO GLASS TI2AN50M PANEL . . ¢ M D 10 # 12 X 2 -1/ 2" W0012 SOWS fa CENTER COLUMN Uf.IF•f LOAD5* LPTO 2048# ® 0 WINIMOW MI:AM� TO PANLJ a . " - • . • . • .. • o N ? D TER CEN CauMN1 Fr 1 LP10 ( *Refer to table B sheet 4 for center alum uplift bads) W " • : 2048# G 6' N5L A1ED 2 No. / 4" X Z" LONG • ° . a a O O Q w R. t 8 sheet 4 for center a--I COLUMN PER II T SpM EXTg1510N MU DOOM I WO ANCHORS 5 4" ALUM SKIN w Cl- ' O @ 30" FOR CONNECTION U5 CORE 5ANI M01 - SEE NOTE IN TEXT BOX IN MX 4 T"0 CONICFFTE SEAS PANEL m GO�N�p COI-LIMN TO BASF SFC11ON • N = Q EXPAN1fJER PER 7 PETAL 4/ 53 FOR ® (....) a #8 X 1/ 2" STAGGERED EA SIDE 1 " CONNECTION Cr I6" G/ G i OR # 8 XI/ 2" SM5 16" C/ C ODOR 511E M 5 � — 2.s° Mug I . EXPANDER TO COLWM a---� . Q1 ^ 1H 2 #12X 2 -I/2" WOOD I 2 No. I/ 4" X 2" LONG #6X3/4" 1216" Z_ 5111 EXTRUSION PER IO •i c /cM51DE \ , �;M11.; • r : �. � EXrPJJDE BASE ` ` p"' SCRlrWS a 24" C/ G FM E XPAND ER BP,� '�' MUSW:OOM ITV ANCHORS 5 � �� GI' . • _ ' I I• EXPANDER PER 7 e TER 7 GOMECTI T"0 TIMB PER 7 \o 4 . @ 30 C / C FOR 2 I/ 2" 1 • • .. ° ... ..° a DECK 59621112 EA SIDE = CONNECTION T"0 COIJ I TE ' • . • • ° i e a q ` a �. d I. 0 TE: Dec 2001 • • v. ..,•. - • > , °. SLAB STAGGEID EA SIDE a . Q : • • � OR r,( LE: • ° • ' . ..1 • CONCRETE SLAf3 \ ° " • c _ _ d , 2 #I2 X 2-1/ 12" `^�" ° ° c 2 2 v TS DRAWN CO': 8 MJG D CFNi COLUMN TO [3A5F SFCTION �' OR — sal ups 24 c/ c FOR ® 7 TIMBER DECK CONNECTION CONNECTION 10 TIMBER - DRO No. 5 -3 KNE � WALL TO 13A5� ® KN FF WALL TO 13AS PECK STAGGERED EA SIDE ® 17001? SILL TO 3 5E 5CTION 3 or l • �f • N, M 1A13LE la: ALLOWABLE SPANS FOR 5 -5/ 4 THICK EP5/ ALUM SANDWICH PANEL 0 TAi3LE A: ROOF REACTION LOA175 < PLF) K ROOF 5U'P0RT5 GENERAL NOTES AND SPECIFICATIONS z 0) M LIVE We SNOW LOAD(PT) (1) '1"� � ! PANEL ROOF LORI? + / C PSF) I I, THE DESIGN OF THE 5TRUCTLRAL ALUMIMUM MEMBERS AND CONNECTIONS HAVE BEEN C M M r5PAN i 35 40 95 50 ' 55 60 ZO ' 25 ! 30 ! 35 II 9 I 60 I PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF TIC ALUMINUM ASSOCIATION DESIGN w ` -' `c' I (FT) 10 15 20 25 30 ; 1 i 1 MANUALS 1994 AND 2000 EDITIONS, , 10 65 1 90 ; 1 140 165 i 190 215 1 2401 2651_220- : 31 h 16 j 15 1 13 12'4 1 11 ' : ' II' 1 10'6" 10''I 2, UNLESS OTHERWISE NOTED, A DE51GN HORIZONTAL WING' LOA17 OF 30P5F WAS USED IN THE I i 1 1 2 "6,5 1 291,5! 319 1 396.5 DESIGN OF THE ALUMINUM FPAME CONNECT1ON5, II 715 j 99 : 126,5 1815 i 209 ( , * TA(31 E INCLUDES ROOF PANEL DEAl7 LOADS 3,11 LOA17 BEARING C�?NER COLUMNS NAVE BEEN DESIGNED t01MTH5TAND A 3 0PSF N 12 73 1 108 138 168 , - s 1 2581 2881 318 1 348 378 5 PAN5 BASED ON LESSER OF ILTlMATE LOAA DIVIDED BY A FACTOR OF HORIZONTAL WIND LOAD ANP TIf MAXIMUM AXIAL LOAD O 16501(5 IN Tlf COMBINATIONS W SAFETY .• 2.5 OR DEFLECTION CRITERIA OF THE SPAN DIVIDED BY 120 SPECIFIED IN 11 1999 BOCA, 1997 U3C, 1999 SBC, 2000 IBC BUILDING CODES o 13 89.5' 117 199,5 182 279.5! 312 399. 377 909,E 4, TH15 PA110 ENCLOSLPZ CAN BE CONSTRUCTED ON TIMBER FRAMED DECKS PROVIDED THE DECK Cn •= 14 91 j 126 I6 ! 196 1:1115h, it i 336 j 371 388 TABLE IB. ALLOWABLE SPANS FOR 6" THICK EP5 /' A M SANDWICH PALL AND Its FOOTINGS HAVE BEEN PROPER -1/ ENGINEERED t0 SAFELY GAMINE ENCLOSLPE AND _.1 c �///� DECKS DE51GN LOADS, C_.) c. 15 97.5 13 • 210 '247.5 285 I.1 3601397.5' % / / //. I 'OOF LIVE / SNOW LOAD (P50 1 5. 1115 ENCLOU5PZ 5Y5TEM 5 LIMITED TO RECREATION AND OUTDOOR LIVING PUTOTS AND 5 = ' 16 10' 199 1 189 1 229 269 309 �� 3 � 2j3� / 1 7%� 1 20 25 1 30 1 35 o• ' � 50 55 60 NOT - CO BE USED PS A CARPORT, GAPAL+E OR HiV31tA13LE ROOM, z c I h3 I 20 1199.51 238 280.5 323 j /!/ �� 0 ' ' 15 ' 19 ' 6 " ��/ 21' �' i 17 1 I6 l 1 13 MATERIALS 1 [Z E L 18 162 1 20 1 207 j 292 297 � TABLE INCLUDES ROOF PANEL DEAD LOADS I 1, 50115 Q * TABLE INCLI17E5 ROOF PANEL DEAD LOADS 5PAN5 BASED ON LESSER OF UL11MATE LOAD DVIDED BY A FACTOR OF = SAFETY .. 2,5 OR DEFLEC110N CRITERIA OF THE SPAN DIVIDED BY 120 A. ALL FOO11NG5 SHALL BEAR. ON LEVEL( WITHIN 1:12) UNDI5T1.113EP 5011- OF APPROVED ( ) ENGINEERING FILL WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 1000P5F.F0011NG5 SHALL TABLE 2: MAXIMUN SPACING BETWEEN 1- COLUMNS ( PEP, II AND 2) EXTEND BELOW THE FR05f LINE OF THE LOCALITY, TABLE B: COLUMN AXIAL- LOADS (1135) . 1 .1 2, CONCI TE PANEL COLUMN 1 ROOF LOAD + / - (PT) 1 AXIAL LOAD HORIZONTAL WIND PRE550 + / - (PT) TAN SPACING C LB5) A ALL CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 " SPECIFICATIONS FOR (//) (Ft) (F� 10 1 20 25 30 35 90 95 ' h0 ' S5 160 15 17.5 20 1 2251 I 25 27,5 30 1 1 STRI CTLIZAI CONCITE FOR PI-WINGS, 1 B. ALL CONCR SHALL HAVE A MINIMUM COMP1 55IVE STRENGTH OF 3000 P51 AT 28 DAYS 10 9 260 1 360 1 960:560 660 760 860 96011060; 1160 1260 .1 - . ' 96" 1 96" 1 95 84'' 76" 69" 63" AND WIRE EXPOSED t0 TIC EXTERIOR ENVIROMENT SHALL HAVE AN ENTRPJNED AIR CONTENT 10 6 '01 590 690 8901 990 1140 1290 1 1440 1 1590 1790 1890 1000 96" 96" 1 95" 1 89" OF BETWEEN 7 ILI 6" 69" 63" 9,5% f0 7,0% 10 8 1 5.0 1 7201 9201 1120 1320 1520 17201 19201 2120 - 412520 : t : , C, ALL REINFORCING STEEL 5HALL CONFORM TO ASTM A619 60 K51 DEFROMED BAPS AND 1900 96" 1 96" 1 93" f 84" 7 6" 67" 6 1" 1 A51M A85 MESH, IZ 4 312 932 552 672 792 912 1032 II 1 1272 1392 1512 2000 " 96" 96" 88" 78" 70" 63" 58" 1 3, STRUCTLJ?AL ALUMINUM 6 966 •98 828 1008 1188 1368 8 1728 1908 2088 2268 1 2500 96" 93" 82" ( 73" 65" 59 " . h4" (III 12 8 624 :•4 1104 1 1349 1589, 2064 2309€ 2599 2784 3029 ! „ „ ! A. ALL EXTRU510N5 SHALL BE AL 606346 ALUMINUM PROVIDED BY ENCLOSLI 5UPP11ER5 t 3000 96” 81 76 : 68 61 55 51 � INCORPORTATED, 19 4 369 699 789 1069 1209 1399 1989 1629 * REFER TO TABLE B FOR AXIAL LOADS O N COLUMNS B. ROOF PANELS SHALL BE 3 -3/ 4" OR 6" THICK SANDWICH PANELS MANLPAC11.1fD BY �� 14 6 546 966 �ilf�i 1386 1596 1806 2016 2226 2936 d 1713.12 3: ALLOWABLE GIRT TANS 8.5' HIGH ROOM ENCL05L1 SUPPLIERS INCORPORTATED, THE PANEL CORE SHALL BE EXPANDED POLYSTYRENE 0 (1) 0 W ITH A DEN5ITY OF I.5 PCF. Tlf PANEL SKINS SHALL BE 0,024" ALUMINUM �EIHING ( 3105 ¢ p a 14 8 728 1008, •' . 15)58 1848 2128 2408 2688 2968 3248 N 379 ) f or AND BOT A TERNAi1VELY THE PANELS 5? 1W 1 HAVE A 0,029" ALUMINUM in CL a lb 4 416 ME 896 1056 1216 1376 80 ` 7/%/A � ATTACHME WIN PRE55LPE + / - ( PSF) BOftVM SKIN AND 7 / 16" 0513 TOP AND SKIN, THE PANELS SHALL BE A MAXMM OF 11-E '- a z I6 6 ���/ FEEt (3') WIDE AND SHALL BE SLOTTED BETWEEN A 6063 tb I BEAMS, z U — 1- • ' x 864 111�' ' 1584 1524 2069 % / // � ' r: f 4 1 f I 15 .5 20 22.5 Zh 30 , 32,5 ��%' /l /! 1///� I 1 Q 2 < v 16 8 �•'� 1152 1792 e r / 7, % 8 18' 3 "�6 10' ' ' �9'� 19 ' I" 13 ' S '�12' 10'� 12' 3" a ' � W' Z o < 18 4 468 648 828 008 1188 j� j � 9 17' 10' I6' 3" ' 19'9" 8" 1 I " IZ 6 "�12' 0" a, 51 Et METAL SCREWS SHALL BE 51ANLE55 51EEL, ZINC PLATED, GALVANIZED STEEL OR 0 z w N 18 6 702 912 on 1782 j%% '/r' / / /J�� / '/r'f �� �� �� „` „ 2029-T4ALUMINUM a o d 0 � . 10 17 2" 15A 19 II 19 0 13 3 112 2 1 II 7 B, L AC, SC1TWS SNpU.D BE GALVANISED STEEL WITH A MINIMUM BENDING YIELD STRENGTH OF z 0 o Z 18 8 936 1296 1696 1 2576 j , % / / //. � j � II I6'� 1 6" 19' 6" 13' 7" 13' O'' 10 " I I' 3" 60,000P51, L 5 C W5 SHALL NAVE A MINIMM EMBEDDMENT DEP M OF 8 X LAG S COW .< o w w �� •r %// j ` / / /r. 12 r 6 ' 3 "(15' I" 19' Z" 13' 3" 12' 7" 12' 0' II' 6 II' I' C. W0O17 SCREWS SNAJ L ry, I�III M f3 KJl� • 4 LD S t NGTH OF , 000 P51 m a z x,20 ' 4 520 720 920 A , A j 20 6 780 1080 1380 % %%� j, 1//��// j � I 3 15' II" 19' 9" 13' 10' 13' 0" IZ' 3" II' 9" II' 3" 10' 9" D, CONCRETE ANCHORS �Ot7SA ; i'5 WITH 5TAN1E55 STEEL NAL OR < °- z • 20 8 1090 1990 1890 j �/� j, � %/% M M S h y `.^ FOJ,�Q N PR�I° ASS IN 3000P51 CONCI IE USE TABULATED VALUES FOR AXIAL LOA175 ON CEN11:R COLUMNS TABLE 4: ALLOWABLE LOA75 ( PLF) FOR DOOR / 1MIVOW ADER \ L, • USE 1/ 2 OF fit TABULATED VA.L,ES FOR AXIAL LOADS ON cower . � DATE: OCT 2003 COLUMNS HEADER SPAN 47 „ _ •• " 1 71" 77" 83" 89" 95" V � 4 ,95 a f S CALE: NONE �f DRAWN BY: AUG ) ALLOW LOAD 264 ' 168 130 1 116 98 85 74 bh �� t� DRG NO. 5 -4 lb TAB INCLUDES ROOF PANEL DEAD LOADS ( PLF) _ 4 O. 4 * REFER t0 TABLE A FOR APPLIED ROOF REACTION At 51PP►t 5 i _ --- .. - r