Loading...
HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSSOUTH FLORIDAALuMiNUNI PRODUCTS, 4807 S0. VS' HVVY-'1 FORT PIERCE, FL134982 PHONE: (772)=46 09'1;3. FA)E- (772)-466-1674 EMAIL: sfapbooks@soflalum.corrl owl --w"8.50' -8.50's- ALUMINUMSCREENDESIGN.COM ALUMINUMSCREENDESIGN @YAHOO.COM Phone: (407y734-1470 Fax: (407y734-1790 -- 30.00' A A 12.00' F_T n 4W ImUated Rod Panels ~ — Carport Screen Shed ff Pa5 Rm) Room �n 8'SM.e. 62.00' - Plan View " 64.00' w s. Tk 4'SM6 T. 7' Post aro) p tdax SPan' 16.. x 024 Kick Plate 30.00' _... - 20.00' — 12.09 ••- —tustg;Fwr�nlTry) Right Elevation DESIGN STATEMENT METAL IS.046THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1314" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (16fh EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUST) NOMINAL SPEED 117 MPH UP TOA 15 FT. ROOF HEIGHT. FACTOR OF 1.DAND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALLN01IFYENGINEER IMMEDIATELY SHOULD SITE CONDITONS DIFFER FROM CONSTRUCTION PLANS SITE - 3705 DORAL CT. PORT ST. LUCIE, FL 34952 REVIEWED FOR CODE COMPLIANCE Foun M ' g NTy • (A) Detail t )*s sir a" t1)�. Roby (B) Detail on Engin 9.50 Ino 0 O m . tiW � r C1 �8.50� � 0 rs1 In the event of a cohtllal In member ohs shmun an the plans and the genera; notes, the conh*rmust utilize the more sOrgent member she mquhemantq, Engineer: Michael Thompson, P.E.475091CA30930 SCANNED BY St. Lucie County On- 05 No 4 a MICHAEL THOMPSON 4401 VI ELAND ROAE) SUITE tQey�11 ORLANf� I�`� P.E. 4A,47509 CA AE 30930 EXTRUDED FASCIA IS D TO 3" C CHANNEL IS TO WOOD ALUMINUM SCREEN DESIGN 3' INSULATED R OF -WI H #10 6" 6" FRO ENDS-24" NDS 24 ATTACHED O.C. TO 3" INSULATED ROOFFWWI H (6 #10 1" EROSIDE STUDS FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED' 3" INSULATED ROOF WITH #10 1" 6" ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 4" PER PANEL 2X4 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP 1X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. INSULATED ROOF IS ATTACHED TO .UMINUM STRUCTURE WITH #10 4" 1X2 IS ATTACHED TO WOOD STRUCTURE WITH #10 2" 6" FROM ENDS 24" O.C. 2X4 SIDE WALL UPRIGHTS CHAIR RAIL IS ATTACHED TO UPRIGHTS 2° X 2" X 1/8" ANGLE IS ATTACHED TO WITH EITHER: UPRIGHT W/ (2) 910 1" & INTO CONCRETE BLIND SCREWED WITH (3) 910 3" OF rW/ 2-1/4" X 1/4" TAPCON CAPRI CLIPPED WITH (4) 910 1" PER CLIP OR 1 11 2x2 r.14ATR RAI UPRIGHTS ARE ATTACHED WITH: (OPTIONAL) KICK PLATE IS ATTACHED TO BLIND SCREWED WITH (3) #10 2" OR, STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. CAPRI CLIPPED WITH (4) #10 1" PER CLIP & BLIND CLIPPED WITH 4 #10 1"PER CLIP ju .e O c ALUMMUMSCREENDESIGN.COM DESIGN STATEMENT TAL IS.046 THICKNESS OR ALLOY IS 6005-175 ALUM]N- MSCREENDESIGN ALL TAPCONS SHAL PROVIDE MINIMUM OF11/8 CONCRETE EMBEDMENT DEPTH @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 1X2 IS ATTACHED TO CONCRETE WITH: 2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PA OR #10 2" IF TO WOOD DECK 6" FROM ENDS 24 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMivIEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS .. 4 11 /1�1�_ ._ ►I�� SUITE A6 ORLANDO, FL 32811 P.E. # 47509 ALUMINUM SCREEN DESIGN EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL BRACKET FROM 3X3 IS ATTACHED TO CONCRETE WITH (2) 1/4" X 2" TAPCONS TYP. ((2)1/4" X 5" TAPCONS IF THRU PAVERS) ((2) #10 2" IF TO WOOD DECK) ALUMINUMSCREENDESIGN.COM ALUMIIVUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS Gli rD .T TTMl 1111 ( ( R T/ I" T\1[ A 1T 1] /1 11I1 1TL 1111l l / 111 nl. ) C TT l 1 EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH #10 1116" FROM ENDS 24" O.C. 3X3 POSTS ARE ATTACHED TO 2X8 BEAM (2) 3/8" X 3 1/2" BEAM TO WALL CONNECTION 2X2 RECIEVING CHANNEL IS ATTACHED TO BEAM WITH I LESS # 10 1" THEN BEAM SIZE & INTO STRUCTURE WITH - (4) 2-1/4" X 1/4" TAPCONS, (4) # 10 2" IF TO WOOD OR ALUMINUM STRUCTURE 3X3 POST IS ATTACHED TO BRACKET WITH (2) 3/8" X 3 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS MICHAEL THM 4401 VINELAND SUITE A6 ORLANDO, FL 32811 P.E. # 47509 ALUMINUM SCREEN DESIGN PANNELS ARE ATTACHED TO TOP PLA WITH 4 # 10 4" PER PANEL 6" FROM ENDS 24" O.C. DOUBLE 2X4 HEADER NAILED TOGETHER WITH 16P NAILS 6' FROM EDGE 12" O.C. 2X4 16" O.C. ATTACHED TOP & © BOTTOM WITH 2 16P NAILS & SIMPSON H25 STRAPS P.T. 2X4 IS ATTACHED TO CONCRETE OD WITH 3/8" X 4-1/2" WEDGE BOLTS 48" O.C. 7/16" OSB & VAPOR BARRIER O ATTACHED WITH IOD NAILS 4" OUT FIELD & 6" IN FIELD SIDING IS ATTACHED WITH O SIDING NAILS EVERY 12" ALUM HNUMSCREENDESIGN.COM ALUM HNUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH MICHAEL THM 4401 VINELAND SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) ORLANDO, FL 32811 FLORIDA BUILDING CODE FOR OPEN AND SEMI.OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 160 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THIS ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 C FILE CkFy ALUMINUM SCREEN DESIGN CONCRETE 4" THICK 6" X 12" THICKENED EDGE 3000 PSI 6" t_ 12" J ALUMINUMS CREENDE SIGN.COM ALUMINUMS CREENDE SIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 .,....'TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE MICHAEL THOMPSON 4401 VINELAND ROAD SUITE A6 ORLANDO, FL 32911 P.E. # 47509 CA#30930 LUMINUM SCREEN DESIGN CONCRETE 4" THICK 12" X 12" FOOTER W/ (1) #s THRU OUT n ♦ i s. coAt d Qrw. e 9 a. a o a :e' ae n' d d a AA e< a d CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: VAPOR & TERMITE PROTECTION (IF REQUIRED) CONCRETE SHALL BE A MINIMUM OF 3000 PSI FOR COVERED STRUCTURES, CONTRACTOR SHALL SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE ALUMIINUMSCREENDESIGN.COM MICHAEL THOMPSON ALUMIINUMSCREENDESIGN 4401 VINELAND ROAD SUITE A6 @YAHOO.COM ORLANDO, FL 32811 PHONE: 407-734-1470 FAX: 407-734-1790 P.E. # 47500 CA#3093