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Home My WebLink AboutEngineering TABLE OF MATERIALS: SPECIFICATION NOTES AND DESIGN PARAMETERS: WINDOW REPLACEMENT THIS ENCLOSURE COMPLIES WITH THE FLORIDA BUILDING CODE FOR A HEIGHT I4'-7',160 MPH,EXP.'C' 1 THIS ESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 1S&20 OF THE FLORIDA BUILDING CODE(FBC),STH DING. TCAP-2015403,REV.I WIND SPEED.THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED WTHEFLORIDA EDITION(2014) ALLOWABLESTRESSDESIGN PRESSURE LISTED IN TABLE 2002A AND TABLE 2002AA BUILDING CODE(FBC),CHAPTERS 10 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION THE AAF STANDARDS OF THE'GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS'FOR TABLE 1 ARE APPLIED. DeCembeT 4,2015 OF FLORIDA(AAF)-GUIDELINES TO ALUMINUM CONSTRUCTION IN NIGH WIND AREAS-.STRUCTURAL A DESIGN BASICS: THIS SCREEN ENCLOSURE 19 A RISK CATEGORY It STRUCTURE HEIGHT 14'-T•,160 MPH.EXP.-V AWES FOR EXTRUDED ALLOY 600575 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL,2015 EDITION. B WIND IMPORTANCE FACTOR(O.TT)AND BUILDING CLASSIFICATION RISK CATEGORY FROM FBC,TABLE 16043 AND SHEET OF AREA LOCATION WIND SPEED PER FBC,FIGURE 16090.BUILDING CLASSIFICATION PER TABLE 273-1,ASCE 7.10. TABLE MAIN MEMBER SCHEDULE C COMPONENT AND CLADDING DESIGN PRESSURE FOR WINO GWS AND DOORS:THE ULTIMATE DESIGN WINO SPEED,VWL IS GENERIC DESIGN DATA SRPMATERIAL E THICKNESS LENGTH FOUND IN FIGURE 160M IN FBC.THE Vult 19 USED TO FWD THE TO FIND THE NOMINAL DESIGN WIND SPEED,VF34.IN TABLE bit LO WF I FT. I 16093.1 IN THE FBC.THE V-119 USED TO FIND THE ALLOWABLE DESIGN PRESSURE,Pd.FOR THE WINDOWS AND DOORS HEIGHT I4'-7160 MPH MP.'C' NA I NA INAI NA NA I NA I NA I NA INA IN FIGURE 303.11N ASCE 7.10.THESE ALLOWABLE DESIGN PRESSURES ARE LISTED IN TABLE 2 FOR EACH SIZE ITEM. DMAXIMUM HEIGHT:HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD. TREASURE COAST ALUM.PROC E ALLOWABLE DEFLECTION:LI 120 MAXIMUM,AS SPECIFIED IN TABLE/1601.3 OF FBC. 3 SANTA FE LANE TABLE2 MAIN COMPONENTS SCHEDULE FCONTINUOUSLOAO PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. PORT ST.LUCIE,FL 34952 COMPO EN - RODUCT RATED A%. INST TION VMZ PRESS RE THEALLOWABLE STREBB PRESSURES ARE FOUND IN ASCE 7-10 USING THE NOMINAL DESIGN WINUSPEED THAT HAS BEEN OFFICEIFAX(7-12)336.5329 MANUFACTURER/MOOEL APPROVAL PRESSURE SITE IN5TRUC IONS RATED E UIRED DERIVED FROM THE ULTIMATE DESIGN WIND SPEED IN FIGURE 1602A USING TABLE 160911 OR EQUATION 16412 OF THE FBC. CELL(772)201.2111 CUSTOM WINDO 1NG1E-NUN FL,IQIH L7 PG7.5PSF 74i OWG.ICW3A92H NO -333/d63PSF CUSTOM WINDOW SYSTEMS VINYL DATED 03/09115 2 MATERIALS(UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): NOTE THE WINDOW IN TABLE 2 CAN BE REPLACED WITH ANOTHER WINDOW PROVIDING THE FLORIDA PRODUCT AALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOVII 005TS ORO SOSITS;ALLOYS 60632319 NOT ACCEPTABLE. APPROVAL FOR THE OTHERWINDOW MEETS THE REQUIRED PRESSURE RATING. BFASTENERS:ALUMINUM ALLOYS 8201444A117075-TO,DOUBLE CAD-0LATED STEEL,HOT4XPPEO GALVANIZED STEEL OR LOCATION: 300SERJES STAINLESS STEEL IT 19 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF ADDITIONAL SITE SPECIFIC INFORMATION DISSIMILAR MATERIALS AS DEFINED IN THE FBC.HEISHE MAY IMPLEMENT ANY OF THE MEANS LISTED WTHEHE SECnDNS. [IAME: 7X19 ECOND9TONY SUN ROOM ENCLOSURE IS LOCATED IN A RESIDENTIAL COMMUNITY EAST OF ROUTE I AND ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TC ANY SAVASTANO RESIDENCI NORTH OF E PRIMA VISTA BLVD.IN PORT ST.LUCIE.THE ENCLOSURE HAS MANY OPEN SPACES AROUND IT. INSTALLATIONS UTIULNG THE SUElECT METHODS. DRESS: UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609A3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE C SCREEN CLOTH:SHALL BE VINYL-COATED,WOVEN FIBERGLASS,MAXIMUM DENSITY OF 18 X 14,58%OPE MINIMUM. 19 LAKE VISTA TRAIL 020 ISANEXPOSUREY:.ACCORDING TO THE COMPUTER PROGRAM•Y/INOSPEEDBYLOCATON•,APR000CTOF OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. YISTATE: APPLIED TECHNOLOGY COUNCIL'ME DESIGN WINO LOAD REQUIREMENTS FOR A RISK CATEGORY II ENCLOSURE IN DPANES OF GLASS-9SO.FT.AND WITHIN 24.OFA DOOR ORWfTHIN 18•FROM THE FLOOR SRALL BE TEMPERED GLASS. PORT ST.LUCIE FL 3495 THIS LOCATION IS DICTATED RYA W WD SPEED OF 160 MPH.HENCE,THE DESIGN PARAMETERS BEING USED HERE E MATERULL UPGRADES(STRONGER AN010R HIGHER GRADE MATERIALS)CAN BE SUBSTITUTED ATANY TIME UNTY: ARE IN MPH WIND LOAD,EXPOSURE C,RISK CATEGORY II. O WHEREVER SCREENING OR WCKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT ST.LUCI SCREENING OR KICK PLATE WILL BEA 1•X TX 0.046.0.8.OR STRONGER ALUMINUM MEMBER THE EXISTING DOUBLE WINDOW IS BONO REPLACED WITH A NEW DOUBLE SINGLE-HUNG WINDOW.THE GLASS NALL DOORJAMB("SHALL BE Ti T a D.U46•ALUMINUM MEMBERS OR STRONGER WINDOW 0 SHOWN IN TABLE 2 ABOVE THIS NEW GLASS WINDOW WILL BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ADDITIONAL CONNECTION DETAILS ARE NOT REQUIRED.THE EXISTNG HOUSE WALL 3 ALL HOUSE FASCIA DETAILS,BOLTING OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DIAGONAL-W BRACING DETAILS, PRESENTLY HAS A WINDOW INSTALLED IN IT.THEREFORE,THIS HOUSE WALL WILL ACCEPT THE WINO LOAD OF THIS COLUMN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS,CORNER ANCHOR DETAILS, REPLACEMENT WINDOW. ROOF BRACING DETAILS,EAVE BRACING DETAILS,ETC,IF NOT EXPUCITLY OUTLINED ON THIS SPECIFICATION,SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION,INCLUDING THE AAF.ALL INTERNAL CONNECTIONS SHALL MEET THE FBC(AAF)AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR 4 THIS DRAWING COVERS ONLYTHE ITEMS LISTED IN THE TITLE BOX.ANY OTHER TASK,SUCH AS ELECTRICAL,PLUMBING, FOR BUILDING OFFICIALS ONLY: ETC,SHALL BE BY OTHERS AND SHALL BE COVERED BYA SEPARATE DESIGN DOCUMENT. THIS DRAWING 13 ONLY ACCEPTABLE FOR BUILDING PERMITS S d ONLY WHEN I 5 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE!SITE SPECIFIC DRAWING'-THE ACTUAL SPACING BETWEEN HAS THE ENGINEER OF RECORD'S RAISE ANY TWO BEAMS MUST BE THE LISTED SPACING,41.2•.THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE SEAL COPIES ARE NOT DEEMED VALID. AVERAGE SPACING SHOWN ON THE•MTE SPECIFIC DRAWING.ALL SPACING MUST NEVER BE GREATER THAN am O.C. THIS DOCUMENT 0 THE PROPERTY OF R A OUNLEA.PE AND SXALL NOT SE 6 WHENEVER AN ALUMINUM COLUMN IS DENG ATTACHED TO A WOOD DECK,USE THE SAME SITE WOOD SCREW,WITH REPRODUCED IN WHOLEORIN PART WASHER,INSTEAD OF THE SHEET METAL SCREWS CALLED FOR ON THE CONNECTION DRAWING. WITHOUT THE WRITTEN CONSENT OF R A UUNLEA. 7 IN LIEU OF'SITE SPECIFIC ENGINEERING'AN EXISTING SLAB SHALL N EU ME FOLLOWING REQUIREMENTS:. A THE SLAB MUST BE W GOOD CONDITION,Mir OR GREATER THICKNESS,CONSTRUCTED WITH RERAN.WINE OR FIBER MESH. R.A OUNLEA,P.E. B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24-ON CENTER WITH MINIMUM ENGAGEMENT OF 2•. 1513 CERVANTES PLACE THE VILLAGES,FLORIDA 32159 8 ALL NEW SLABS,WITH OR WITHOUT PERIMETER FOOTERS,SHALL NEST THE FOLLOWING REQUIREMENTS AS A MINIMUM: (772)285-6444,(352)7505207 A C(MN.)NOMINAL PATO SLAB REQUIRES A VAPOR BARRIER WHERE IT ABUTS LIVING QUARTERS, bobdunleaAcenturvlink.net B 4•(MIN.)NOMINAL PATO SLAB WITH CONCRETE 03000 PSI(EDN]WITH FIBER MESH OR REBARI WRTE FLORIDA LIC.NO.42835 8 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A PERIMETER FOOTER REQUIRES THE SOIL BE WELL COMPACTED PRIOR TO POURING FOOTER WITH CONCRETE 03000 PSI, B ONE I5 REBAR FOR B•X8•(MWMUM)AND TWO 85 REBAR FOR LARGER FOOTERS, ,,4QS pNTb_ 10 ALL NEW SLABS WITH PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: J4704i E• F�G� A ALL REQUIREMENTS OF ITEMS 9 AND 10 ABOVE, O B ALL PERIMETER FOOTERS AND CONCRETE SLABS SHALL BE MONOLITHICALLY POURED. B •� N Y 11 TUISORAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOIL ANY OTHER TASK,SUCH A9 ELECTRICAL, !TU:/•2 �J PLUMBING.ETC.SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. ZIP. QF 12 ON THE ATTACHED SHEETS THERE ARE DIFFERENT CONNECTIONS THAT MAY BE USED FOR THE SAME PURPOSE.INE BUILDERS .pFs OR�OP,•p��rE'C CAN CHOOSE THEIR PREFERENCE IF ADDITIONAL CONNECTIONS ARE DESIRED,PLEASE CONTACT THE ENGINEER OF RECORD. Xh�;Q�OWgL�LJ�rA ' •4n'E „lo SITE SPECIFIC DRAWING WINDOW REPLACEMEN' DWG.$TCAP-2015-403,REV. December 4,2015 SHEET 2 OF 2 SITE DESIGN DRAWING HEIGHT 14'-7.160 MPH HOUSE 1.3 1x3 TREASURE COAST ALUM.PROI 3 SANTA FE LANE PORT ST.LUCIE,FL 34952 OFFICEIFAX(772)3365329 NOTE:MULLION WILL BE SUPPLIED WITH SINGLE SINGLE THE WINDOWS BYTHE WINDOW SUPPIER. 51-3• HUNG HUNG WINDOW WINDOW HOUSE LOCATION: T-5• <-1x3 tx3- NAME: HI USE MULLION- SAVASTANO RESIDENC ADDRESS: 19 LAKE VISTA TRAIL 921 HOUSE-SIDE OF 1x3 1x3 SIDE OF HOUSE- CTTYISTATE: PORT ST.LUCIE FL 349! COUNTY: 17-0" 3'-1• 3'-1• GREATER THAN I2'-0• ST.LUCI DRAWINGS NOT TO SCALE HOUSE 17.0• WALL OF HOUSE FLA OUNLEA,P.E. 1513 CERVANTES PLACE THE VILLAGES,FLORIDA 32159 (772)2855444,(3S2)7505207 babdunleaRcenturvlink.nel FLORIDA LIC.NO.42S35 �Q RtiT�H NyG� pa°GQi ••�• GROUND LEVEL 7#� N 7'0 90 OF ••r4�E ' ��Fss�oo��D�aG�Fd