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380 Garden Lane be o 'e o•f parel a Y2 i-n sTa lP T _ ROOF 3" NATURESCaP LASS MASTER PLAN SHEET CT "GUS"T, TYPICAL ELEVATION #'PE0050662 _ SEE TABLES 1-8, S2 CONNECTION TO STRUCTURE: © ROOF PANEL CONNECTION WALL TQ ROOF SECTION i/� **SEE GENERAL NOTE#14 FOR **SEE GENE2AL NOTE#14 FOR ZE Ep1�314 OR CABANA CHANNEL FL WOOD OR CONCRETE DESIGN PARAMETERS FRONT ELEVATION DESIGN PARAMETERS g 3"WALL PANEL, 024« SEE ROOF PANEL TABLE - SEE TABLE 9,S2 VALID FOR(1)JOBW ONLY Y4"x3"LAG BOLT @ 3"O.C.&ENDS TO 2"SOUND FLASHING FOR SIZE&THICKNESS VALID ONLY WTDi RAISED ENGINEER SEAL FASCIA.ENSURE FASCIA IS SECURELY FASTENED OPTION 1:USE Y4"LAG BOLTS N FOR DEPTH REQUIRED SEALED TO SEALJOINT s o°e° W/1"MIN.WASHER SEE LAG SPACING o v TO EACH RAFTER WITH(1)�"x3"LAG MIN.CENTER OR FILLED L(TYp) , EP-OS 3 a o, LAGS TO RAFTERS,ENSURE 152"MIN.PENETRATION MASON R J3/4 CONTINUOUS o0 0 00° e DIAMETER,i"MIN.LONGER TABLE FOR WALL TO n PRE-D LL HOLE TO AVOID SPLITTING CAULKING ,e° °e ° THAN PANEL THICKNESS ROOF SECTION ON e ELITE SPACED PER LAG SPACING ROOF SPAN FROM TABLE MN ROOF PITCH IS SHEET 2 OF 2 EP-01 EP-01 EP-01 EP-01 Z cu ni BED.e e. EP-23 TABLE,WITH I/s"xiY2"ALUM. E- Q n n ExjSTj/y TAP N @' ° °o°o Y4"PER 12",MAX ROOF PITCH IS 6"IN 12" CONTINUOUS PLATE UNDER LJ ELITE EPS PANEL PIECE ,,�` Z in In w OR=RUG RA`s 2"&4' OM ° EP-13 EP-13(&EP-14)VERIFY NEED .- o.r SS R ee' a WITH LOCAL CODES �-12° MAX 0/H-4 ADD �' w C W 0 o a NDS BAL 16' • CONTINUOUS Ln N= NFJTE:, y Z c x ° o c° MAX. * MITRE ° ° o o GUTTER TYPE E J AVG 9OL (4 t'` CORNERS o 3"OR 4"EPS W O W o � ° PANEL,TYP. o AT Q W O USE STRUCTURAL ADHESIVE 100THIS Z * OPTION 2:�a"THRUBOLTS TO ROOF ° ° PITCHED F- Z FOR EP-01,03 TO WALL FROM til 2" NOMINAL STRUCTURAL 'ELITE NOTE:USE a"x1 a" 3"X 1.75"ELITE °o o ° o END W ' PANEL INSIDE&OUTSIDE WINDOW V + n FACIA MINIMUM EP- EMBED TAPCONS, p 3+ EPS PANEL &EP-13(OR EP 14),10"O.C.,(6) °o o CONTINUOUS CENTER 2"&4"FROM ENDS, qNF F4T PIECE TTP. PER PANEL TO 2"x2"xYa"ANGLES ° Lr) To _ W 11"MAX O.C.TO ��'Gq� 032"/.032" (EITHER SIDE IF REQUIRED BY o0 °o #12x3/"SMS, #12x3/"SMS, ` #14x1 BOTTOM. DD(2)SMSP2"&4PFNELTOP& HOLLOW BLOCK 3S EUILDING DEPT). EA END&6" I �lW 46- HOLLOW FROM EACH FACINGS o o C. 16"MAX O.C. EP-01 CEN R l Q ENCLOSURE END TOP&BOTTOM.HEAVY TOP&BOTTOM ADHESIVE CAULK TOP&BOTTOM CONTINUOUS #14x3/a"SMS EA END& e CABANA CHANNEL, EP-0 EP 03 EP-03 a EP-L3,OR EP-14 6"O.C.EA SIDE ADD o n pq�•F pqN I Fel AT PITCH (3)#14x "SMS EACH OPTINtRI "tPilitl a F�iGF �G�F WINDOW OR DOOR OPENING EP-01 TOP&BOTTOML PANIgLOR GLASS \ � p� ss ss CONNECTION TO WOOD � � � SS A'9 pq 3•F DECK OPTION: E - -,CHANNEL . GENERAL NOTES: a S 00 3+ �L9� C 1)THIS STRUCTURE HAS BEEN Desm"ED&C PLI iW THE REQUIREMENTS OF THE Z RECEIVING CHANNEL TO STRUCTU E Q S pqN F SS 2007 FLORIDA BUILDING CODE W/2W, 9,SUPPLEMENT%_V*JC'TURE SHALL BE FABRICATED Fri c (TYP.) SECURE TO MASONRY 3 �� ,� R� � �D�Q� E'�ITE WALL SYSTEM IN ACCORDANCE WITH ALL GOV (t{FNG CODES. CONTRA419R,SKALL INVESTIGATE AND p M STRUCTURE USING'/a"x13/a"EMBED S gEP �/a"x4"LAG BOLTS UNDER ALL CONFORM TO ALL LOCAL BUILDING COE2EAMEN DMENTS'tAFCHJtAYAFPLY. DESIGN 0O J A E- CRITERIA OR SPANS BEYOND STATED#IEREIN MAY REQUIRE'#1 €E}A€ ESPECIFIC APCON'S 4' FROM ENDS&18"MAX O.C. (� Pyr WALLS,3"FROM CORNERS& a Z LL &TO 2X WOOD WITH Ya"xl "EMBED S�. "�Q + SEALED ENGINEERING ALL LOADS BASED ON CATEGORY IT(I=1.0)Kd,-O44,ENCLOSED _ < LAG 80LT5 4"FROM ENDS&6"MAX EACH SIDE OF COLUMNS&7" (Gcpi=+/-0.18),IT,,.MRH PER FBC TABLE 2002.4(1).AND ASCE 7-05 AS APPLICABLE. J U Ul u r MAX O.C.TO 2 X MIN..RAFTER = **THIS OOCUMENT SLiALI*OT BE USED OR REPRODUCED WITFIOUT 1HE ORIGINAL 444 ... LU O.C. O pT0 UNDER DECKING SIGNATURE& RAID SEA{Of C.T."GUS"TARNOWSKI,P.E.&MUSTHAVE'ELITE'IN RED U #14x3/a"SMS,EA END&12"MAX O.C.INSIDE 2 �g�P� ACROSS THE FACEOETHTS ORA1 ING. ALTERATIONS,ADDLTIONS,HiG"UGHTING,OR W 3� a- lk OUT(CAP TO PANEL)FASTENERS MAY PASS �P4 L OTHER MARKINGS TO THIS,OOCU14ENT ARE NOT PERMITTED AND INVALIDATE OURO O THROUGH ACRYLIC FLANGE AS WELL CERTIFICATION. J Z Lu p 3• 2)THE EXISTING STRUCTURE:MUST BE CAPABLE OF SUPPORTING THE LOADED H Q O u qNF G�R EP�O�� Z ?'�l /AMN� OOD DECK SECURELY ANCHORED TO GROUND ENGIGROUND NEERING BYSITE FUNDERSIGNED ENGIU@tEERATTACHEDCTURE AS R HERETMINED O.NO WARRANTY IY OTHERS OR S SPECIAL W O� to OEn 6'8"DOOR ITS �P.1t,,�4• �Q Q �Q. uu TO WITHSTAND ENCLOSURE UPLIFT FORCES CONTAINED HEREIN. C (DESIGN OF DECK&FOUNDATION BY OTHERS) 3)COMPOSITE ROOF AND WALL MEhIRERS SHALL BE CONSTRUCTED USING MINIMUM u TYP, gQ' �� TYPE 3005-H25 ALUMINUM FACINGS,.(i)QR(2)PCF ASTM C-578-83 CARPENTER BRAND W. \ BY OTHERS 3 �� EPS ADHERE TO ALUMINUM FACINGS WITH O Q #14x3/4"SM ,EA END&12" JOE QPC� s ROOF PANEL ACCESSORIES A�ACHEMICAL2020DISOGRIP. � D z TO MEET0 I FABRICATION TO BE BY ELITE PANEL PRDOUC%,ONLY IN ACCORDANCE WITH APPROVED > m MAX O.C.INSIDE&OUT(CAP REQUIRED pqN •F 3 C� 6 NOTE:CERTIFICATION OF SKYLIGHT BY SEPARATE FABRICATION METHODS. c 0 cn i TO PANEL)FASTENERS MAY F�UTF QP 5� CERTIFICATION.DETAIL ILLUSTRATES TYPICAL CONNECTION 4)ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-76 ONLY. 0- u- PRESSURES G G� B p, _ _O m FLAN THROUGH ACRYLIC <9SS �(E METHODS ONLY.REFER TO SKYLIGHT DETAILS F0I2 FURTHER 5)ALL FASTENERS TO BE 2(}24-T4 OR 707T-T73 ALLOY,NON-MAGNETIC STAINLESS O E FLANGE AS WELL 3 �� INFORMATION WHICH GOVERNS. _ ,�.LQ• pP� 5 B STEEL,SAE GRADE 5 STEEL MIN;OR CADMIUM PLATED OR OTHER CORROSION RESISTANT a � C a #10-24x1"TEK SCREWS,(1)EA MATERIAL AND SHALL COMOLY'NATH 2005 ALUMINUM DESIGN MANUAL-SECTION 5,THE j t3 W Z• Oti G CORNER'&(1)@ MID-LENGTH, AW14,INUM ASSOCIATION;IN{::,&APPLICABLE FEDERAL,STATE,AND LOCAL CODES. 0Lu ��� U.N.O.ON SKYLIGHT PROD. 6).FASUNERS SHALLHAVEkHEADAND/ORBE PROVIDED WITH %"DIAMETER WASHER E S APPROVAL MINIMIUM UNLESS NOTECi OTRi&lSE. m p 3• �� EP-20 OR CABANA 7)ANY I°ASTENER STRIPPED OR NOT ADEQUATELY HOLDING SHALL BE REPLACED. y qNF FCn 3 r1� CHAN.CONTINUOUS PRESSLJ#iE ENSITIVE WINDOW WELT' a)THE,CONTRA[TOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM QG�5p MTTRE CORNERS SKYDGME LATAPE I)ISSIMILARME7AL TO PREVENT ELECTROLYSIS. -" cn d SS 4)ALLTAOCONS MUST BE ITW CARBON STEEL TAPCONS OR EQUIVALENT W/1%"EMBED, < g �5 EP-01 a°* •e ;' 3"MIN.EDGE OTSTINCE,FASTENED TO MINIMUM 3000PSI MIN.CONCRETE. i 8 OPTIONAL OPENING ° RECE'VING a" °"°+°� o �aooF eANEt 10)IF REQUIRED'BY CODE,THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING o € FOR 72"X 80"SLIDING 12"MINIM M WIDTH c °°o CHANNEL ° ° ° L INTERIOR BY A 15 MINUTE THERMAL BARRIER OF APPROVED 5/8 INCH GYPSUM = m DOOR(MAX)BY OTHERSRREQUIRED FROM °°°° o c WALLBOARD OR E UAL ELITE CAN PROVIDE UL1715 INTERIOR OR CLASS B EXTERIOR V ~U � TO MEET REQUIRED #14x "SMS EA END& 3"PANEL EP 21 OUTSIDE EDGE Of o ° DRC COR` 12 SAS; Q ( ) ( ) x 6"O.C.EA SIDE ADD PIECE CORNER POST TO THE °° ° ° 24"X 48"MAX PAN)WIN SATISFY CODE PROVIDED.ALUM.&EPS MEET SPECS ABOVE. _ PRESSURES SKYL.IGHTOPEN `YS)WINDOWS AND DOORS'SHALL BE BY OTHERS IN ACCORDANCE WITH REQUIRED WIND }+ u (3)#14x3/"SMS EACH 'EP-01FIRSTCOLUMN ON " Q EP-01 °° °o DETAIL PRESSURES STATED IN TABLES&SHALL MEET ALL PRODUCT APPROVAL REQUIREMENTS. o $_ o, EP03 a 00 0 0 0 ( 's c EP-01 TOP&BOTTOM EP03 FRONT&SIDE CORNER ° o ° WINDOW/ ° o o ©, SEPARATE THIS ENCLOSURE IS NOT IMPACT RESISTANT.SHUTTERS SHALL NOT BE INSTALLED TO EPS :• OR PER SITE SPECIFIC ° ° SCREEN ° ° �T •' )'THIS ENCLOSURE. WHEN REQUIRED BY CODE,AN APPROVED IMPACT PROTECTION SYSTEM E APPLY ADHESIVE WALL ENGINEERING ° °o OPENING ° °°c SHALL BE INSTALLED AT THE HOST STRUCTURE. HOST STRUCTURE DOORS AND WINDOWS PANEL ; Y4"xi%a"EMBED TAPCONS 3" o o ° ° o ARE NOT TO BE REMOVED EXITING TO THIS ENCLOSURE. THIS ENCLOSURE IS ffi SEALANT BETWEEN o FROM SLAB FACE SPACED 3" - EP-01 Ol EP Ol EP-03 NOWHABITABLE SPACE. SLAB AND EP-20 00 ° 1 A,N BEAM 12 ALUMINUM MEMBERS IN CONTACT WITH CONCRETE&WOOD SHALL BE PROTECTED m / o ,�: FROM CORNERS AND EACH SIDE 12"MINIMUM WIDTH REQUIRED 2.500 _T ) Y m E e ° OF EACH COLUMN&10"O.C. FROM OUTSIDE EDGE OF CORNER CONDUIT FAN BY'KOPPERS BITUMINOUS PAINT OR MFR.EQUAL IN ACCORDANCE WITH APPLICABLE K = 3"DEEP X 1.75"WIDE < o° CONCRETE SLAB o EP-20 OR CABANA POST TO THE FIRST COLUMN ON SUPPORT 2x X'3"X CODE REQUIREMENTS. _ FOOTING OR WOOD DECK / COMPOSITE WALL PANEL .070ADHEREALL4 13)ELECTRICAL GROUND AND ALL RELATED WIRING AND CONSIDERATIONS TO BE F- v HANNEL FRONT&SIDE CORNER OR PER INSERT ' (BY OTHERS) SITE SPECIFIC ENGINEERING SIDES WIR m *FAN DESIGNED BY OTHERS AS REQUIRED. B-B: SECTION THROUGH BASE A-A: WALL SECTION TH RU WINDOW INTEGO H BY LOAD=30PSF,MAX WIND VELO14)MAXIMUM AVG.COLUMN PCITY&EXPOSURE ACING=SFT, =190MPH,LUMN HCI CONNECTIONS VALID UP GHT=9FT,MAX LIVE COPYR�fiTTARNOWSKIENGiM�uIG INC. I _ 00-EAC-1021 3.250" NOTE: TO MAX 4IN.ROOF SPAN PER ELITE ROOF FLORIDA STATEWIDE APPROVED SPAN TABLE. ` SITE SPECIFIC ENGINEERING REQUIRED FOR ANY DETAIL WHICH DEVIATES FROM THIS 5 S �RUCTU RAL EXTRUSIONS SPECIFICATIONS EXPOSED c o 3.180" ,000" SIDES PLAN OR BEYOND THESE LIMITATIONS.ROOF PANEL ANCHOR DESIGN CONSIDERS ONLY SCALE: N.T.S. O1 E ALL MEMBERS 0.055"THICK U.N.O.-THERMAL BREAK.OPlIONAL N ro MAY BE ROOF UPLIFT AND LIVE LOADS.ROOF LOADS HAVE NOT BEEN CONSIDERED TO ACT PAGE DESCRIPTION: E .324 '+ N ANGLED SIMULTANEOUSLY WITH WALL WIND LOADS. .250" 1.813' o a AS NEEDED o EXPOSED m w 15)ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. 3"BASE CHANNEL a _ N IF THIS 12IFIES AND 5' 250" 000' _ n o N WALL THK. g N THIS 5 ENGI EERE OR ALLCOSTS ANDDAMAGES INCLUDINGRACTOR,et at. LEGALFES AND SAVEAP APPELLATE HARMLESS .135" o 0 3.250" 0.070" o d a * a 2 2,276 0.427" 2.276" o b n En THK ri .,w =0.062" 4 U FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION,AND CONSTRUCTION 3.130" 3.130 M 062' 3.125" N r M PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,AND FEDERAL CODES S —EXPOSED EXPOSED n —3.250 AND FROM DEVIATIONS OF THIS PLAN. 040" rn - EP-01- -•020" 3.125 •180' 16)EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION,NO ADDITIONAL 3"COLUMN INSERT EP-21 CORNER POST EP-22 RECEIEP-23 EA CHANNEL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ' FEMALE FRAME JAMB EP-03-WAIL INSERT (OPTIONAL) EP-13-FLATTOP CAP EP-14-3/12 PITCH TOP CAP 3"CABANA CHANNEL EP 23 HEADER C.TAHNCWSIO PE I I 60 -�i C T GUS"TARNOWSKI (`qj #�PEOOS0662 - bfvlN ALL0INAB LE HEIGHT TABLES : FL TABLE 2" 100MPH EXP 'C' 110MPH EXP 'B' TABLE 1. : 10 0 M P H EXPOSURE 'B' MAX ROOF SPAN=13'-2" DESIGN VALID FOR(1)JOB(s)ONLY DESIGN SOLID WALL COLUMN HEIGHT TABLE: PRESSURE: AuooNLYwmiRAtsEOE�+o�NEERs�x MAX ROOF SPAN=13' 11" +/-26.40 PSF �t a m SOLID WALL COLUMN HEIGHT TABLE: PREsSUPE: COLUMN SPACING COLUMN SPACING +/-21.80 PSF COLUMN 4'_p" 4'-6" 5'-0" FOR USE e 2'0„ 2'_6" 3-_0" 3'6" I ( ~ Z Z n n COLUMN 3_p" 3'6" 4'-0" 4'-6" 5 0„ (FOR USE 5'9" 5'-6" WITH .o cu 2, p„ 2'_6" 3' Column+Window Jambs 7'-10" T-10 7.3" 6'_g" 6'-3"9. WINDOWS) $ (� w r 3"Columna Window Jambs 7'-10" T-10' T-10' T-4" 6-10 01, 6'61, 6.1 W NDOWS) 3"Column+Insert+Window Jambs 9'0" LU Z Ln 0 12 13"Column rrin+Insert+Window Jambs g,_0" 9,_011 g'_p" g'-0" 9'-0" g'0" g p PH EXP 'B' TABLE 4: 120MPH, EXP 'C', 130MPH, EXP 'B' ' 0 �► W L 1 0 M PH EXP "C', 120 M MAX ROOF AN=11'6" DESIGN 0. c TABLE ,3 . ICN ID WALL COLUMN HEIGHT TABLE: PRESSUR^: W . =IV-10" DES SOL -3 40 N 8 F SPA MAXROOF / - - SPACING MN 23"Column LL COLUMN HEIGHT TABLE. PRESSURE- 4'-6" U +�n COLUMN SPACING +J-31.90 PSF COLUMN 4'-6" 2'0„ 2,_6, 3,-p„ 3,-6„ 4,_p„ (FOR UxsE .: ca Q at'i OLUMN 2,_0„ 2,_6„ 3,_0„ 3'6" 4'0" 4'-6" 5'-0' (FOR USE 6�_7, 6,_0„ 5,_6„ s 3"Column+Window Jambs T 5" 8,4„ WINDOWS} 6'-7" 6'-0" 5'8" 5'-4" 5'0" WITH + + g, p„ +Window Jambs T-10" T-3" WINDOWS) 3"Column Insert Window Jambs 9-0"9' 0" 9'-0" 9-0"sert+Window Jambs 9'-0" g'0" , TABLE 6: 140MPH EXP 'C' EXP 'C' 140MPH P H EXP 'B' ABLE: MAX ROOF SPAN 1rr-2" DESIGN RE: TABLE 5: 130 MPH _ DESIGN SOLID WALL COLUMN HEIGHT T MAX ROOF SPAN-10'-g' +/-51.80 PSF SOLID WALL COLUMN HEIGHT TABLE: PRESSURE: COLUMN SPACING COLUMN SPACING — +/-44.60 PSF COLUMN 21 0» 2'_g" 3'_p" 3'6" 4'-0" 4'6 "''0" (FOR USE ` COLUMN 2,0„ 2,_6„ 3,_0„ 3'_6" 4'_0" 4'-6" 5'0" (FOR USE 5,_7„ 5'_1^ 4'8" 4'-4" 4-0 3�g„ WITH Y in \. 3"Column+Window Jambs 6'4" . », WINDOWS) Q z 3„Cofumi�+Window Jambs 6'-8" 6'1" 5'-6" 5'-1" 4'-8" 4'_4„ 4'_1" WITH 9'0" 8'8" 8'-3" 8-0", 3"Column+Insert+Window Jambs 9'-0" Q. 9'-0" 8'7" 8'-3" T-11' T 8' ' WINDOWS) 3"Column+ LL Window Jambs 9'-0" g,_0„ z O o TABLE 8: 150MPH EXP 'C'* �`—' o W MAXROOF SPAN=9'-14" z TABLE 7; 140MPH EXP 'C'* _ DESIGN SOLID WALL COLUMN HEIGHT TABLE: I>RIssURE: r----- MAX ROOF SPAN-10'-2" --�� +/-59:40 PSF �Vu SOLID WALL COLUMN HEIGHT TABLE: PRESSURE: COLUMN SPACING COLUMN SPACING +/-51.80 PSF COLUMN 2,_0„ y,6, I 3'0" 3'-6" 4'-p^ 4'6" 5'-p' (FOR USE Q Q cn U i COLUMNT-6- 1. 3 3 WITFt z 2,01, 2 6 3,p 3'-6,, 4'-0" 4'-6" " (FOR USE 4'-6' 4, 1" '- WHO ~ 3'_g' 3'6" WITH 3"Column+Window Jambs 5'8" 5-0 7,3" 6 1 6'8" 6'-5" WINDOWS) t_" z L,, 3"Column+Window Jambs V-3" 5'-4" 4'-10" 4'-6" 4'-1" WINDOWS) 3"Column+Insert+Window Jambs 8'-8" 8'-1" T T' < 771, T4 7,0, 6_8 HOoO 3"Column+Insert+Window Jambs 9'o" 8'6" 8'0" W U v LU AVERAGE COLUMN TABLE 1-8 NOTES: SPACING DEFINED 1) 2005 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES, o W z 2) USE APPROPRIATE TABLE REQUIRED BY THE FLORIDA BUILDING CODE &GOVERNING LCiCAL BUILDING CODE o VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT. o LL LAG SPACING TABLE FOR: COLUMN 2 3) DEFLECTION LIMIT= U120. 4) MAXIMUM SOLID WALL COLUMN HEIGHTS&REQUIREC�WORST CASE DESIGN PRESSURES NOTED IN TABLES 1-8 . O N COLUMN 1 �,iITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS: 2PSF ROOF DEADLOAD j W (i w --)WALL TO ROOF SECTIO 5) LOADING CR r:K• ti COLUMN 2 &lOPSF MINIMUM SOLID ROOF LIVE LOAD*, 2PSl*ROOF DEApLOAD&WALL WINDLC+A£ (PER FBC TABLE 2002.4}, OR LAG SPACING TABLE VEL& LAG SPACING TABLE 1 fY c� SPACING VEL& COMPONENTS&CLADDING (I 1.0, MRH=I5FT, ZONE 4&�5 WfAGHTED AVERAGE} ON THE WALL ONLY, EXP � a",0.024'4",0.032" EXP a~,o.o24'a^,o.o3z^ _ ( * SPAN1) 6) CUSTOM WINDOWS SERIES 3500 WINDOW JAMBS USEDS FOR CALCULATfOCES,,ANY ELITE ALUMINUM WINDOWS CAN PSF s^o.c. 6"o.C. ,. + (j SPAN2) BE SUBSTITUTED, i 100 s PSF 8-0.c. 10" C. �� * OR OTHER MANUFACtURER EQUIVALENT WINDOW. I20 B 21 (6�PER (5�PER 150C (10�PER (B�PER �j 130 B PSF 4 ANEL 4 ANEL 50 h ANEL 4 AN EL / 7) COLUMN SPACING IS HALF THE-t7fSk1VCE TO THE LEFT'A[}€]EE}'TC}HALF ME DISTANCE TO THE RIGHT OF THE BEAM Q gI PSF ` vib `" 140 B ,�,,•" (AVERAGE COLUMN SPACING). 8)VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT 04 KNEEWALLS OR OTHER SUPPORTING { 110 C PSF �' izo c 2a (� PER (6 PER ` ' STRUCTURES (CERTIFIEI}BY OTHERS). c~i 130 C 4 ANEL 4 ANEL WL=WALL LOAD Vit`•^ 3 lao c PSF RL=ROOF LOAD .:s.*�• *HVHZ ONLY, MINIMUM�aOLID ROOF LIVE.LOAD= 30PSF- DEFLECTION`LIMIT= U180. , 9 1 y 5 EAVE BEAM LIMITATIONS : S ofE 9: pati TABLE TABLE 9 NOTES : EAVE BEAM LIMITATIQNS� EAVE BEAM CLEAR VELOCITY&EXPOSURE MAX R€?O SPAN, MAX SAVE BEAM SPAN 1) 2005 ALUMINUM DESIGN MANUAL, SPAN DEFINED: EAVE BEAM 2 100MPH, EXP'B' ]3`-11'� ALLOWABLE STRESS DESIGN METHOD USED IN COPYRIGHT z , ALL TABLES. coPraicMTuu+owsaa+c(N�Nc u�c ° 0 0 0 0 ° ° 100MPH,EXP'C', 13'_2" 5'-0" o ° ° EAVE BEAM 1 1DMPH,EXP 'B' 2) DEFLECTION LIMIT - L/120. 00-EAC-1021 0 3"OR 4"EPS o *HVHZ ONLY DEFLECTION LIMIT= L/180- 1 Q1 o° o PANEL,TYP. J� ]IOMPH, EXP 'C', 11'-10" 5'-0" 0 000 0 ° o 0 0 ° ��P P 120MPH, EXP'B' 44,54PSFMUM SOLID ROOF UPLIFT/LIVE LOAD = SCALE: N.T.S. PAGE QESCRIP7ION: TU c�Q 120MPH, EXP'C', 11'-6" 4 MAX EAVE BEAM SPAN IS 5FT,THE MAX L 5'-0, ) o 0 z F.P �� 130MPH, EXP'B' AVERAGE COLUMN SPACING IS 5FT. ° 0 3" ELITE PANEL EAVE BEAM, �� P� �.;',` 130MPH, EXP'C% " 5'-0" 5) 12" MAX. OVERHANG USED IN TABLES. r2 L t' CONNEC"ION PER 5Q 10'-9 CONTINUOUS BETWEEN ,Y : 140MPH, EXP'B' E DETAIL 3, S1 M M 140MPH EXP'C' 10'-2" 5'-0" SUPPORTS EXP ' 9'-10" 51-0" ' C.TNWWM p.E I