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Permits 1355 Linkside Dr (vault) le i r i all 'C3 SPECIFICATIONS FOR SUNIROOMS AND PATIO COVERS WITH At 3 INCH WALL MULLIONS 111WO PAGE NUMBER COVER SHEET INDEX OF SHEETS 1 FLOOR, PLANS, ELEVATIONS and ROOF PLANS 2 3 SUINROOM SYSTEM, PARTS, DETAILS and NOTES 3 3" SUINROOM PLAN, SECTIONS and DETAILS 4 3 SUNROOM DECK and SLAB ATTACHMENT DETAILS 5 3 SUNROOM SYSTEM TABLES ro 6 3 SUINROOM TEMPERED GLASS WINDOW DETAILS vmm 1 2 � M2-2 of 3TES �7 cm sw E)QSTING STRUCTURE ROOF PROJECTION F OF THESE SIDES MAY EhE F B G ROOF PANEL re ENCLOSED VATH SOLID PAN%LS CL ROOF PANEL A (NON-BEARING) OPTION& ENDWALL TIONAL FULL 60 SOLID HEIGHT DOOR & i WALL PANEL —DOOR 3,150x6-1 Typ. -Co LOCATIONS MAX F 200 C ik 7 IL-------------------- & 12'j* VARY TO SUIT SM. NON-BEARiNG MULLION SPACING STD. BEARING WWON SPACING SEE TABLES ON SHEET 37ES5 ON SHEET 3TES5 SEE TABLES full TYPICAL STUDIO RO OVER PLAN PATIO COVER FRONT WALL ELEVATION 2UATIO C E 4- Sl -QDX6-1 TV. PATIO COVER END WALL ELEVATION ro EASTING STRUCTURE /o/ rzm�l�zl� ROOF PROJECTION i F I F B ROOF PANEL 130TH OF THESE! SIDES WILIL BE FR� PANEL ENCLOSED VATHIBEARING PtANELS—,---- 4_1 a_ 11 1 OPTIONAL ENI TIONAL FULL T DOOR — LHUGHT SOLID 11 CL & W a Lo F 7 1 _6" 6' WALL PANEL DOOR .8-OX6-1 ro TV, It LOC TI YX_ MA(A]# F C LOCATIONS I - -- , co rill Ic I .I C - - ------- Hl L------------------- --- --- r VARY TO SUIT act STD. NOING MULLION SPACING sm. BEARING muLuoN SPACING SEE TABLES ON SHEET 3TES5 SEE TABLES ON SHEET 3TES5 Ad CL. C> TYPICAL GABLE ROOF PATIO COVER PLAN PATIO COVER FRONT WALL ELEVATION 93 PATIO COVER END WALL ELEVATION ej wow 1.2m m OL. M 2-2 w"W. ALL SECTIONS & DETAILS REFERENCED Um OIL WQ PE HERE ARE SHOW ON SHEET 3TES3. 9K Nk 3TES1 1223332, XXXI!-,X�4 ei*XXXX*i F, ...... VXX 4 �x KIr v KOK5 ff--� ;ff*v!;f*,f4 ...... .... ...... .... ... ......... .. . �Vel.ff.X7!-le" T"Sw wz MQLSW WASU "30 M Moasw VILM 0 r OA r O)t le(SCIM EM31 O-Usi!3MM EAM OF 11L 1 1110111 M OF 1ULICK"k ta=Txvm laaMM Uk H CMDAM PM wMi CONIMM PMa w0welroAlwa W/O ME 0 12'"TW 11 MwPM Mw pma D I SEW oil 1W lr EVMM r-r MAX ORNM XP TX EVMO JW MkX ONNM sm sm I I v I I TXWP A 00 EWMM SML XP A Off ErMMt SKU all FM MLY M MR= ffm MLY CN MMO SM101 MM TO MTAL- SMM MM 70 M7AL- memo' UM OF FMMM LATM OF FASSM D I D I 3/r X r LM LN IMIS vEwm� emiallwambrN ir,411206 IM&M MPH LJOCAN 2-ANCHM 2=,r LWAX 2-ANMM It llr EM:H ME CF MULM AM 2-ANWM SIK OF MUUJON AND 31,r EAM ME OF WWK SLL Pat 31,r M M(F RAM &L m OD Ow EWMM SM QD us Erma sm M SM AS KPM EVAMat SW AS MW EVAMER TO mum 10 mum M EWMM V= us BMW sm 70 K r I 10 BE f RM wenM MUUM RN%Mr.&MUM NUAM SMERM EM OR WE CMICWE M PAN= am N on emu= MM FUMM PM OR FWMM M Fr WaLMAMP m UX&CML "2 lr=3lrO FM M X DOW MAY Fsawo BY LM&CM BEAM W&L SECM K"Lawmi—MMLO—N -0 ON CONCRM SM OF —M-&�U RM M PAMS a 40% 1241301 1 H CoNipim PMR VIP=0 ulat w SwMV ow PMR I lw ir EMMM wx OMMM sm TX ro XP&WT Draw SML WA MLY ai um \-W Mw M!10 MM- .0me I LA=W FMMMM r UM Lo SM35 UXUD6 in a 140 M cn LDrAX 2-A�2 ll�lr SK(F mum me I M= SLL PER (9, M tz 31r E40 M W :5 M UK orma 21 cn I.- SAME AS VJM 70 MUMUMM n M Co = M us ornm rM -CC = D I C> lowr� 2 fln%GnM Nam =alt"%= k" La MNMM� C34<- MM RASM Am w- UV 2-2 �l P.wa If BEAM WMI SEM (A) WL 0. ON W= D= MtB WIN X DOW MAY K REM=BY LOOK CML 3TES4 4 OF I TABLE "A": BEARING WALL MULLIONS-SECTIq__ TABLE *B : N(bN-BEARING WALL MULLION SECTION MAMM I MULL" TYK ON MA)MIN MULLIM TYK MAXUA MUMN M MULLION DET. DET, (D I DET. QD I DET. MULLION DET.Q I BET. 0 1 CU. T I muuxm 0 1 DET.(L) I DET.V I DET.U_ SPACING MAWN MULLION HEIGHT SPAM MAXIIAN MULLICIN HEW SPACING 17-m. 20 PSF LIVE LOAD, 90 MPH WIN 25 PSF LIVE LOAD, 90 MPH WIN 80 MPH WIND LOAD - 30 1/f C/C I III-Y I W-9, I w-r I 111-v 301 c l(r-7* 111-90 lf-Ir III-Ir 30 1/2*C/C ir-or Ir it 4r C/C I - W-r AIV C/C 9-Ir ll'-e 111-v ; i I I I _T_ W C/C lr_T SIB 56 1/2'C/C 11 561 C/C 10 9,-e I ir-if I ir-m I ir-or 20 PSF LIVE LO D. 100 MPH WIPA 25 PSF UVE LO D. 100 MPH WIND 90 MPH WIND LOAD 30 1/2' C IV-cr T—il'-r If- I if-v 30 la C/C I V-70 lf-g' I ll'-Ir I lf-or 30 1 2. C/C 46 8-3* 1 10' V I ll*-r I ll'-V 4C 24 1 ir-T I IW-Y I IW-W iorr' III-ilf I ly- :r-ir ir-T 4ir I=t _ v A 1 11 56 1/2w C/C W-9" 10'-3- 1 11--g- 56 1/2" C/C I r­r I W­r V-q* I 8!-Ir 11-3 11-W__ 20 PSF LIVE LO D. 110 MPH WIO 25 PSF UVE LO D. 110 MPH WIND 100 MPH WIND LOAD 30 1/2' C/C 1 9'-3* 1 lf-If 1 110-9* 30 ll*f C/C I 3D IjX _--10':Wr— l:r-o* 12'-0* 11 L"-4m -Ir ll'-sr 4r r-T 1 6' 11 9 46' YC 1 7'-6- V-Ir I IW-3- 11 9� 3. I/T C/C 56 1/2" C/C 1 6'-90 1 T-(r W-3" 56 11T C/C I C-or I r-jr I r-ir 20 PSF UVE LO D. 120 MPH WIIW 25 PSF LIVE LO D. 120 MPH WIND 110 MPH WIND LOAD 3 0 1 xr C,ic I r I w-w 111--w I lj'-r -1 301 C/C I Ig-ir III-Ir I 111-w 1 301 c c 46' 94 1 6'-6* 1 a'-or il'-S' 11 4U- I t-V c c 8!-g* IV-jr 4e T-Ir 1(r-r llw-s' :Z 56 IA7 CA I 9-T I Ir-31 I 111-or 11 561 C/C 1 1 -9-12 CC T-T 01-1w W-5" 20 PSF LIVE LO D. 130 MPH WI 25 PSF SNOW LOAD. 130 MPH WIND 120 MPH WIND LOAfft MO A Ar- 30 1/2* C/C T-6' l(Y-Ir VY-or lv_r 30 11f C/C I V-2. lw_r 30 ll:r.-Cf,, I F-e 46' C/C 3---u- w r-e I I firr Fdt��T-1 r F-1- 1 56 ljr C T-(r 56 1 ft - T-J- Nr�� 56 11r C/C I I W-W I dr 20 PSF LIVE LOAD, 140 MPH WII0D_ 25 PSF SNOW LOAD, 140 MPH WIND 130 MPH WIND L 30 la C/C io!-o lo'-r 30 1/7 C/C I - -r-r qe-.e 1 30 lix C/C ... ...... w C/C w C/C 46' w 56 llr C/C I l(f 56 1/2'C/C 1 20 PSF SNO I T-3- ir-6. I D 1 56 1/2 C/C I T-.r T-F A L AD, 90 MPH Wig 140 MPH WIND LOAD 30 1/2"C/C 10-o" 30 IX2*e C/C 1 46. 4c 8._9 mr 4 1 - - _T I ir I T r i(f w 11r C/C I F-o" I 101--C__I "'-(r 1 56 1/2 C/C I T-cr I T-F ro 20 PSF SNOW LOADO 10 MPH MR DOOR 010MG 0=0 IN A NON-BEAM WALL. 30 ll:r cic 9, 9. 111-v 1 111-91 I'll-v USE 80 OF HEGNft SiM IN TABLE ABOVE. 46- C/C W-Cr 1w-j- I l(T-9- ll--r 56 IX C/C I r-Y 9'__5_ 1 9'-9- lf-v :F= 20 PSF SNOW LOAD, 110 MPHPD, 30 W-W ll'mmC 142U*c Ic III-gr I ll'-v 46 a r-31 W-9* I lf-v 56 1/7 C/C 61-9. 9'-T I 111-y -_ 20 PSF SNOW L AD, 120 MPH D 30 11f C/C I -9_.r lq_lT I l(T-91 I 111-v I- I TABLE u"6LMSApXAlMUM ROOF 0* vc 1 6!-6- F-Y 8--g- I 11--o- TABLE "C": TRIBUTARY1 PAN NS* 56 11T C/C I T-9- F-0- I jumma sommmu DESIGN - __5M­EL I)ESIGNATM ro 20 PSF SNOW L AD. 130 MPH W"D WIDTH Lom _29=5--32 5,4.m-a-m 20 FS 30 i/f C/C W-ur 9'-9- lie-Orr MAXKN MAXIMUM OVERHANG ualm 24!--T 4W 94C I -t-r I W-V PRUCIM or_r V-W, _r r-o* r_r S-IY 20 PSF SM LOAD le-w 56 1/2" C/C fr-Or 1 7- 1 9--f? r-w S-Y 14!-(r F-T 30 PSF cc 20 PSF SNOW L AD, 140 MPH D r-w T_9' 4!4' swum 'IV-1cr 15!-7* ui 30 4!-r t-f 4'-Il* Se-C Y57-I or 40 IS 8 tn la C/C I sm um !I 46. 91-r 4!-V 5'-1' S-C W-r 61-r C-or 4 V_r ft I&lio. 55 1/7- C/C IV-7— V-10, r-r r-r r-:r 1A &140 mm Ym �45 If W- -T-r C-l" C-C 6'-V 't-r 7'-'r i.--(r -,rT-—c-T--lr--,�-T--f —f--7w--F=iT- MAMILM PANEL ANG IS l--r IS-d' 7-9-0 'r-Is MINUAI ROOF OWSILOPE IS 1/4 INCli PER FOOT 'r-,c Ir-ar 14!-0* r-3* 7*-70 'r-l(r t-2* lr-6* Ir-11' 7-V 16,-Y—, Ir-3. Fir 9-lir W-20 9�4* W-lor 17'-Cr W-o' w-r W_e 10-cr *4 DAM I 8T__(f lor-2- —107--T MAIM xm M ft r—1 7 U0 2-2 SEE TABLE V FOR PANEL SPANS AND OYERHANC LUTATIM aponF— NWI A.SU Dra Ift- 3TrLC%)%'Z) 5ws SINUCRRAL MIALDS SEE SCHEDLU (41r MAX AT QASS) SEE 9CLOW Son SIRUMM WALMS SEE MORK SOM DIM FAMOWL, SLK @=I TO AN QM PO$r=_4 < omn wia PLASM WAM M VOWCA M VM WIH N#M LIFT Dow* PER W/FM Qff DE BOTMM TQWM M NK(IF WE OKLOSURE 015K m MAU= TIP.EACH END It IWK OU C"AM TO FULL MINAM AT 7W IF "7 Am m C"NDIL SEE$OWLE mm am sm sonu UNDOW NSEM SE IRA"ll JtA PER SOME BELOW FOR 014DOW 3 2 DRUM OMMM WAM c: I/r MW MAX MM ALL SLK MPM QASS ARGLIG-1W. —VOtWALLY MMWAKE OWN=P4xywm HANM 041AW CLAM CHM POOMT TV ML AWKI WAM 2 'VIJ I WM ALL NOMD-TIP. MMUL AUISTAM RIlM PER OMRAWN =ES END AT 110TIOM HORIZONTAL SECTION M*rAIN UM PR UNIC c 24M ON M PAW OF MM VERTICAL SECTION nA ASSEMBLED WINDOW ELEVATION GENERAL REOUIREMENTS AND CONQG_ 1. Mr=MM CWW SUM 0.125 M W NIXIM 2. WPM Q=WL=M MW WAM WPM IM MNM 24M CLAM— %ERWA sm Pm & MVM QM IWAM 14 AWM WRI UN Y= W GUM CW=VM MFA UMITAMN OF 20 FU OR rc.. W Knm ym NO IS SAIMM"Acomm wilti FOU an=com swnom% 4. RE Q=IWT ASSONLY 6 WAXY FOINAML NOTIM VERN&SM 7w. WINDOW SCHEDULE — TEMPERED (CLASS a— —(Us"mrr 00, w J ft. T &ft. T - UAW sms M venc&Mw WIH I now ------------- MR)com son 00m AT WWRWOL SOL Wr Cit Ur x 51' XV x 4&1;r I&2f sw ar 4W Crt 2Zr x 51* 2&7r x 4&1-T 144 41X sr ----------------- \—mum&sm m 3r C/t 15.W 5C Ur Wr 15f 27r Sr HORIZONTAL SASH TYPICAL SASH TO SASH CONNECTION OC -I- Ir rtp. F4 cn rq w vr mr US M IEMMM QJW QAM W m mpm Q=QAM W UN M IMPMI G"GAM W wmt.= 'M IM W%INK SO:GUA AT Jv mm wm sm Off&AT M IN M"Oft SM Kft AT Z-2 MW M DIOS=1WT SIM IN fm DIOS=w s"m am m menw;MR mm �ft CENTER SASH n2 OUTSIDE SASH n3 OUTSIDE SASH TES6 H z to z T*- 0 OD tzj 0 w H m 0 W H C4 o m C) P-3 C� 0, J.- H cn 0 H m I'd t-' tzi 0 ).- En H tv a C) cn PD. E -CA, 04 M pu P to W < m �-4 c: > �> < En t74 C) "0 Cl) pq 00 0 0 rn 0.- 0 z H 0 �-q 1-3 M 00 pq ju r-4 4" Z tzi til - 0 t-4 H z 0 W H H ?"d H z 8 w po P4 t%j t-4 C" t10 . t7l t 0 z IA 0 tri W L.) tzj \AN§R C) t-1 1 0 (n IV �o .(A .1 C) 'c"A G too 17 Z� 0 Lo ZXW-4 M C '00 cm a z M 0 t2i < 0 DID 1'�) >4 -4 M< cn AS r m C) ;a cn 0 > (fto—O VA �4 W Q t"4 X P-3 -4MFIX 0 C) to c C) 0 txl to Z rm mom 0 H 0 r m pq 0 VA m m, IQ co 0 tk lb irs tzj > -9 0 N z 0, > > Lo :0 z -4 '. Z z IS, > > m �-'. ,1� -4 m 0 > -4 C A > m > > c r < m m 0 C M M z M 0 0 < 0 M > Z 0 M kitm IN �j-'4t llk� > C -*�-k E ) I > N > Nm I r Nr� Z -1 ffl Z bs ro c > M, r 0 Z M 4 0 z -4 > > 0 > m AA. I.Izr 1. 1M PAID 6 LWMD TO WMIM AND A& MUM U2MMMIMMATOID 6MMff 70 K USED AS A CARPOW OR GMUWE Inc I HS PAIO CM% 2 U 6 yo m NffmM tno M NOW PAMEL SM 2 D- 3lrA & DEWN LOAM LOADS AS PER 20M ROMM=SMO&CM= 4. MW FM BE'*E SIZES SM AM SIALL BE STAKESS SM3. PLAIM MaMM4g SER OR 2024-T4 MAIMNUK it ALL SIRUCRWL CM" rMS PATID OPEN SVSWM ECUs SOW + PANELS ARE OF A &"IDMZ SOU-19 UNLESS SPEMrAlY MW OVERML CL ;=2 e + 21 + "i & solf k4m c 3t MONS OF IK MW WALL PAMB. SUMCr 70 WAIER SWI K FULLY CNAXEDL IM %4MMM TO BE LIFT OPEN PER CM 7W OPEN MEA, 4 6 OF IEW AMD OK ADMOK WALL OVAL BE A MMMUM OF WADLY �JBLE , 3.00w MUE GMVE 3.00- STAMM FWLE02 3.000 *!C CHWa 4T ADAPTER x 3* 3.W* ADAPTER 3.W BW CAP CHANNEL-G) 65 PEMM OF W ' BM A MMIUM OF 6 FEET 8 IMMS OF EACH WALL MEASUMD FORM am 6 mm AS mu Sam=ANDJOR MWA mm OR MANIUM PLASIX NOT MCK IM 1/8 4.211" of AN too SM WE#8 MOW FOR GPM&QAZINC .0or 112gr L PONIONS IF*E NIT MM TO K PLW=MAY IE .1031* um A lHow 1/6 INCH IM7 CmvtES l7fr 10 APPROM Y4�JRJU)W QFFAAL 1HE MAY K SUBSWkf% TOE PLM HOMMMI v w omE Folt Mwom mAwms OF camsmxrom AM wom%w sw COMPLY um 20M ROM cam It*ME ME NOW PA I im spm IS TO I IK WALL K B�WM BY AN i JW INE ATTAC AWE KAW IM OE 6 NOT A IPFARTICF;�FNII DEM opt p 11. IK BEARM KWMAE MEN SIL— REMM BY 1HE RONM MUM COOL ........... L IZ ALL MLMNUM IN Q%ffACT WM MSSMW INAWRKS 2.27e PER COOL 22W 3. 1 06 3.031' wkw� 11 45 — INEE C &000 SILL go HFAM nio MCEWAY CR iWARiw POUNDS. 012 14. ALL DKM WW%TO HAW.A WIMUM MUM WA%M OF OX TOP TWCK / EXPANDER-0 3.W UM CHANNEL ni la SM TABLES(A)A%,(g)(m SM MM FMt DEM WND LOAM 4,31r liar 22W 120ir n T-2 AA Hir 327e J 104 is 16 3.w c - FACIA 107 3.W TRANSOM 4.25- EMING RAIL 3.00* HANGIN RML LS. JAMB R.S. JAMB 14W ro WES M MW PPM 7"Com-, 3.OW or VAINES Pa MW PMM-*wCSS La La 0 1-- 41 ow ta ald .0ir L" If- 'R t; 8 ,.j �; T 6 1 1 WKS Put now PMEL MUM Ir DAM MAWN%2W M101-2 DM W. L lye mm&ou PC 21 3.00' VERTIM RACEWAY THff4jAL n22 4.W C F" W&NL. WN GUM SO, TUBE 2.875 x 2.250n 3TES2 3.00- com WWON Ing 2OFS