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Home My WebLink AboutPROJECT INFORMATIONMATERIALS: ` dD SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA ILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL TABLE 1 MAIN MEMBER SCHEDULE MEMBER I MARK I SIZE I MATERIALI TYPE I THICKNESS ILENGTH b x t I ALLOY I I W I F I FT. COLUMN 1111 Cl 1 2x3-9 ALUM 1 HOLLOW 0.090 0.090 7'-3" 1 CALCULATION COLUMN # 2 C2 3x3-9 ALUM TUBE 0.090 0.090 7'-3" CALCULATION GIRT#1 G1 2x3 ALUM HOLLOW 1 0.050 0.050 4'-6" CALCULATION GIRT#2 G2 2x3 ALUM HOLLOW 0.050 0.050 5'-6" CALCULATION NOTE: COLUMN #2 WILL BE ATTACHED TO THE SIDE OF THE KNEE WALL. TABLE 2 MAIN COMPONENTS SCHEDULE COMPONENT MANUFACMTPUO /MODEL #-PRODUCT APPROVAL RATED MAX. PRESSURE SIZE INSTALLATION 1INSTRUCTIONS HVHZ PRESSURE RATED REQUIRED 8150 SERIES, HZ. SLIDERS FL4093.2-R6 +1-40 PSF 54"x59" DWG. # CWS-234D NO +31.8 /-39.7 PSF CUSTOM WINDOW SYSTEMS 8150 SERIES, HZ. SLIDERS 93.2-R ++1- 40 PSF 66"x59" DWG. # CWS-234D NO +31.51-38.9 PSF CUSTOM WINDOW SYSTEMS 820 SERIES, FIXED WINDOW EF15802.1-R7 +1- 60 PSF 54"x24" DWG. #CWS-814A NO +33.51-43.5 PSF CUSTOM WINDOW SYSTEMS 820 SERIES, FIXED WINDOW FL75802.1-R1 +/- 60 PSF 66"x24" DWG. # CWS-814A NO +33.41-41.9 PSF CUSTOM WINDOW SYSTEMS NOTE: THE WINDOWS IN TABLE 2 CAN BE REPLACED WITH OTHER WINDOWS AND DOORS PROVIDING THE FLORIDA PRODUCT APPROVAL FOR THE OTHER DOORS AND WINDOWS MEETS THE REQUIRED PRESSURE RATING. ADDITIONAL SITE SPECIFIC INFORMATION THIS SECOND STORY SUN ROOM ENCLOSURE IS LOCATED IN A RESIDENTIAL COMMUNITY EAST OF ROUTE 1 AND UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE.THIS ENCLOSURE THIS LOCATION IS DICTATED BY A WIND SPEED OF 160 MPH. HENCE, THE DESIGN PARAMETERS BEING USED HERE ARE 160 MPH WIND LOAD, EXPOSURE C, RISK CATEGORY II. THE EXISTING PORCH IS BEING TRANSFORMED INTO A GLASS SUN ROOM BY INSTALLING SLIDING GLASS WINDOWS AND DEADLIGHT WINDOWS BELOW THE SLIDERS. THE SLIDING GLASS WINDOWS AND DEADLIGHTS ARE SHOWN IN TABLE 2 ABOVE. THIS GLASS PORCH SUN ROOM ENCLOSURE MEETS THE REQUIREMENTS FOR A CATEGORY III SUN ROOM PER SECTION 2002.6 OF THE FLORIDA BUILDING CODE, AS SHOWN ON SHEET 2. HENCE THE SPACE, IS CLASSIFIED AS "NON -INHABITABLE AND UNCONDITIONED". THE EXISTING CONCRETE PORCH SURFACE, A NOMINAL 4" SLAB, THE ORIGINAL PORCH SLAB, IS PART OF THE THESE NEW GLASS WINDOWS AND THE DOOR WILL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ADDITIONAL CONNECTION DETAILS ARE SHOWN ON SHEET 3. THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FL.ORIDA BUILDING CODE (FBC), EDITION 2010, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE 1 ARE ALSO APPLIED. A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY II STRUCTURE. HEIGHT T-4", 160 MPH, EXP.'C' B WIND IMPORTANCE FACTOR (0.77) AND BUILDING CLASSIFICATION RISK CATEGORY FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1, ASCE 7-10. C COMPONENT AND CLADDING DESIGN PRESSURE FOR WINDOWS AND DOORS: THE ULTIMATE DESIGN WIND SPEED, Vult, IS FOUND IN FIGURE 1609A IN FBC. THE Vult IS USED TO FIND THE TO FIND THE NOMINAL DESIGN WIND SPEED, Vasd, IN TABLE 1609.3.1 IN THE FBC. THE Vasd IS USED TO FIND THE ALLOWABLE DESIGN PRESSURE, Pasd, FOR THE WINDOWS AND DOORS IN FIGURE 30.5-1 IN ASCE 7-10. THESE ALLOWABLE DESIGN PRESSURES ARE LISTED IN TABLE 2 FOR EACH SIZE ITEM. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. E ALLOWABLE DEFLECTION: L 1120 MAXIMUM, AS SPECIFIED IN TABLE #1604.3 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. THE ALLOWABLE STRESS PRESSURES ARE FOUND IN ASCE 7-10 USING THE NOMINAL DESIGN WIND SPEED THAT HAS BEEN DERIVED FROM THE ULTIMATE DESIGN WIND SPEED IN FIGURE 1609A USING TABLE 1609.3.1 OR EQUATION 16-32 OF THE FBC. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY INSTALLATIONS UTILIZING THE SUBJECT METHODS. C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58 % OPEN MINIMUM. OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. D PANES OF GLASS > 9 SQ. FT. AND WITHIN 24" OF A DOOR OR WITHIN 18" FROM THE FLOOR SHALL BE TEMPERED GLASS. E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. G WHEREVER SCREENING OR KICK PLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT SCREENING OR KICK PLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY 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 ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. 5 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. 6 WHENEVER AN ALUMINUM COLUMN IS BEING ATTACHED TO A WOOD DECK, USE THE SAME SIZE WOOD SCREW, WITH WASHER, INSTEAD OF THE SHEET METAL SCREWS CALLED FOR ON THE CONNECTION DRAWING. 7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A THE SLAB MUST BE IN GOOD CONDITION, 3-1/2" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24" ON CENTER WITH MINIMUM ENGAGEMENT OF 2". 8 ALL NEW SLABS, WITH OR WITHOUT PERIMETER FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A 4" (MIN.) NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER, WHERE IT ABUTS LIVING QUARTERS, B 4" (MIN.) NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN) WITH FIBER MESH OR REBAR / WIRE. 9 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 @ 3000 PSI, B ONE #5 REBAR FOR 8" X 8" (MINIMUM) AND TWO #5 REBAR FOR LARGER FOOTERS, 10 ALL NEW SLABS WITH PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A ALL REQUIREMENTS OF ITEMS 9 AND 10 ABOVE, B ALL PERIMETER FOOTERS AND CONCRETE SLABS SHALL BE MONOLITHICALLY POURED. 11 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. 12 ON THE ATTACHED SHEETS THERE ARE DIFFERENT CONNECTIONS THAT MAY BE USED FOR THE SAME PURPOSE. THE BUILDERS CAN CHOOSE THEIR PREFERENCE. IF ADDITIONAL CONNECTIONS ARE DESIRED, PLEASE CONTACT THE ENGINEER OF RECORD. GLASS ENCLOSURE DWG. # TCAP-2015-401, REV. 1 March 6, 2015 SHEET 1 OF 3 GENERIC DESIGN DATA TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 CELL (772) 201-2111 NAME: SAVASTANO RESIDENCE ADDRESS: 19 LAKE VISTA TRAIL #207 CITY/STATE: PORT ST. LUCIE,FL 34952 COUNTY: ST. LUCIE ISION 1 IS A COMPLETE REVISION. SHE AREp ATTACHED BUT Y SH B AIV'2 ARE AFFECTED. St. Lucie County THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS 8 ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. THIS DOCUMENT IS R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED.IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 FLORIDA LIC. NO. 42835 OT H OA/r NO. ,UeD j Oi(�•a ATAivg -OF a• NAL 1:1011b9mi HOUSE 1:18111--i:4 HOUSE SITE SPECIFIC DRAWING NOTE: THE GIRTS CAN BE CONNECTED TO THE 2x3x0.090 AND THE 3x3x0.090 COLUMNS WITH INTERNAL CLIPS AND THE COLUMNS CAN BE ATTACHED TO THE HOUSE (TOP & BOTTOM) WITH SCREW BOSSES AS SHOWN ON SHEET 3. SECOND STORY PORCH ROOF PLAN VIEW II I I 11 11 1 1 d'-6" 2" 4'-6" 2" 4'-6" 2" 4'-6" 3" FRONT ELEVATION VIEW 5'-10" 3" 4'-11" 2'-0" 7'-3" RIGHT SIDE ELEVATION VIEW 1" SUN ROOM CALCULATION: TOTAL ROOM WALL AREA= FRONT WALL (18.83x7.25) = 13652 SQ.FT. LEFT WALL (HOUSE) = 0.0 SQ.FT. RIGHT WALL (5.83x7.25) = 42.27 SQ.FT. TOTAL ROOM WALL AREA= 178.79 SQ. FT. GLASS ENCLOSURE DWG. # TCAP-2015-401, REV. 1 March 6, 2015 SHEET 2 OF 3 SITE DESIGN DRAWING HEIGHT T-4", 160 MPH, EXP.'C' TREASURE COAST ALUM. PROD. 3 SANTA FE LANE PORT ST. LUCIE, FL 34952 OFFICE/FAX (772) 336-5329 19 LAKE FL :us17L` " DRAWINGS NOT TO SCALE PLAXS A,YD ALL PROPORED WORT SUBJECT TO ANY COIMECTIONS IRED BY FIELD INSPECMFS THAT Y BE NECFSSANY IN OI4m TO LY WITH ALL APPLICABLE CODES, TOTAL GLASS AREA = ' hp At>C� �11GOPk1FMINERS ORATTACHOM FRONT WALL 4x(4.5x4.92) = 124.56 SQ.FT. µR�l�B�Y11 VfTHE LEFT WALL (HOUSE) = 0.00 SQ.FT. T RIGHT WALL (5.5x4.92)+(5.5x2.0) = 38.06 SQ.FT. QF� TOTAL GLASS AREA= 162.62 SQ.FT. HENCE, THE PERCENTAGE OF GLASS AREA FOR THIS ROOM = (162.62/178.79) = 90.96%, WHICH IS ACCEPTABLE FOR THIS CATEGORY III SUN ROOM. ST. LUCIE COUNTY BUILDING DIVISION FOR PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 FLORIDA LIC. NO. 42835 OTH Otyy 7nT,), 00' p° 4/ �eOy�tS •.�ORIOP °�\��° ZONAL GLASS ENCLOSURE DWG. # TCAP-2015-401, REV. 1 MR�///NR;Z' 1" X 1" X 118" ANGLES 2" LONG WITH 2- #8 X 1 2 LONG March 6, 2015 "i. //J/,//�/:i �•/; ; i / /��f/'/rl/1 %�f : ' ,' , S.M.S. AT EACH LEG NOTE-A:U`-E Yd a. ^'IONGL:CG INTO N040 TYPICAL EACH SIDE, TOP & BOTTOM 1' X 2-1/4" X 1/8" iCS ANO '/i 9.:'/.' LONG GMGE E SCIE`NS ( ) SHEET 3 OF 3 CONC:3.�: MACONRYCONS II MC30 RECEIVING CHANNEL CR =MBFJMuYCONNECTION DETAILS YFTCxl/ : LY?"GF _aC; :E3. NOICJL>R IHE�19E:" ,• !f � f - ,I I �. ------------- HEIGHT 7'-4", 160 MPH, EXP.'C' TREASURE L 3SANTAFELANETALUM.PROD. Z-T10S.MS. r�CM INEIOE E4C OF I _ - _ PORT ST. LU CIE, FL 34952 2 OE INTO SC'REhV SPLINES OF 1 I , a \ 4D511Cf 11R,. Z 0B (1- EMBEOMENTMINIMUM.) I / OFFICE/FAX (772) 336-5329 x OB @PERIMETER / l/ `'\—REFER TO NOTE k1 -T1115 SHEcI F.'LtiTSiY PS NOTE 'al CHANNEL ALTERNATE —/ r x 2° OR r x3° OE a U1 POSE / COLUMN PERIMETER FASTEN PER NOTE *1 `� PASTS POST ENO PER OET-4i1 LOCATION: t 'c Py CONNECTCO N'M CONC EALEO FASTENERS - t NAME: SAVASTANO RESIDENCE PARTIAL ELEV.41 IGbIS / 1X2 TO 1rZ COI` NECTIONS E: co ADDRESS: ` CONNECTION W/ EXPOSED FASTENERS 19 LAKE VISTA TRAIL #201 X2' OR1"X3'0E@ RIMEM FASTEN PER NOTE 91 HORIZONTAL(G1RT) NOTE 41: USE 74'9 X 3" LONG LAGS INTO WOOD HOST AND Y4'flXZVa' LGNG CONG7ErE SCREWS INTO CONCRETE OR MASONRYCONSTRUCTION (1" EMBEDMENT TYPICAL)l SPACING?4' O.C. AND WIMIN 64 OF FAOi PERFUDIO AR MEMBER Z- 9 10 SMS. FROM ➢`LSME FAG? OFF 1 X 2 OE INTO SGLEN SRZFS OF HOLLON GIRT (1' EMBEDMENT MMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / Z" X 2" GIRT TO 1" X 2" CONNECTIONS 4 -3 10 S.N.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-VZ° EMBEDMENT MINIMUM) GIRT OR FaiAIR RAIL CONNECRON W/CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS Z' IL(GAT) -SELECT BY HE FROM TABLE 1 pass's 970 PER TABLE RY WIND ZONE IOOGUTERAIL(GAfj -SELECT BY WIND ZONE FROM TABLE I 9jaccOIpL9E (DF'TIONAL) FASTEN POST END PER DETAIL LY2 CS SOLE PLATE UNLESS NOTED GTHHIWISE, FASTEN TO FLOOR OR n� O 0 �FOUNOATCIGN W/ 1/4'9 FASTENE25 V EMBEDMENT @ Z4' O.C.- r TYPICAL SECTIOM / SCREEN IA/ALL 'h/T THOUT CUAROP.AiL 01CTSUPP0P,I [%G R-O0 j FqjNGAI.GNOF, 8ALCOr! ONCRETE DECK ANCHORING DETAIL The detail to the left shall be secured with two (2) 2" x 2" x 2" x 1/8" thick angle (Capri Clip) w/ two (2) #14 SMS securing the angle to the upright and two (2) securing the angle to the base plate. The base plate shall be secured to the slab w/ one (1) 1/4" Tapcon, embedded a min. of 2" in the slab w/ 5/8" min. washer dia. Tapcon must be within 6" of the upright. EACHSIDE .N COLUMN I FOUNDATION FASTENER FOR 2x2 & 2x3 NOTE: LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY= 1,100A, SHEAR CAPACITY=2280. 1)TOSDETAILMAYNOTBE USED FOR COLU61NS LANCER THAN V.P, 2)T"0(2)EACHXUS-DI0.BOLTS MAYBE SUBSPTU2ED FOR THE l EACH 014 SMS (2 THRU BOLTS REPLACE 6 SCREWS) 2) CONCRETE FASTENER SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MIN.) ULTIMATE ULTIMATE TENSION CAPACITY OF 2.560 S OR A WORKING (MINIMUM) TENSION CAPACITY OF 6405, AND. A PORT ST. PLANS MM ALL PR®POSEti WO SIMECT TO ANY COP.RECTIONS IRLD BY FIELD 1NSPfiCXpg THAT I' BE NECESSAW IN OlqM TO LY WITH ALL APPLICABLE CODES, DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 FLORIDA LIC. NO. 42835 00HOAIy f�17 ST OF 10 '*oe.!01VAL E'<<