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Home My WebLink AboutPLANS 2UMINUM.SCREEN DESIGN 8" WIDE GUTTER BRACKET W/ (4) 1/4" X 3" LAGS & (2) # 10 3/4" INTO FRONT OF GUTTER BEAM TO FASCIA PURLINS ATTACHED TO BEAM W/ (4) #10 2" SMS SEE GENERAL NOTES • • Le: • & DESIGN STANDARD FOR ADDITIONAL • • • INFORMATION • Z1/4" X 3" LAG • • • rsNm SCREWS 24" O.C. • O O w NOTES 1. GUSSET DIMENSIONS ARE MINIMUM • X 8" ON BOTH SIDE OF BEAM, MAY BE • O O 2. INTERNAL .S BEAM SIZE CHANGES ADD OR �^ SUBTRACT TO MAINTAIN A 1-1/4" O.C. SCREW SPACING 3. GUSSET LENGTH REMAINS CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE SSET 1A 1X2 ATTACHED TO BEAM W/ (2) # 10 2' � i yy.� ��, 3 # 14 SMS 1-1/4 O.C. INTO BOSSES. 2X2 ANGLE IS ATTACHED IX2 REC. CHANNEL W/ TO BEAM W/ (4) #14 3/4" & TO GUTTER 3/4" SMS PER SIDE Cn W/ (4) #14 2" THRU 1X2 • • SCANNED • • BY • • St. Lucie County BEAM TO WALL CONCEALED FASTENERS ORATTACh ENTS ° ° ® • • ARE THE RESPONSIBILITY OF T • • 2X21S ATTACHED TO STRUCTURE W/ ® O • ��HNNED 4" X 1/4" TAPCONS (#14 4" IF TO WOOD CONTRACTOR OF RECORD BY STRUCTURE) 6" FROM ENDS 24" O.C. • • • • • • Ji UC(P' County 2X2 ANGLE IS ATTACHED TO BEAM • WITH (2) #14 1" & INTO BLOCK WITH ® • 2-114"X.1/4"TAPCON 3L, 77 11 ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT s�i �� ` GtTAEL TH@MPSON ALUNIINLTMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER ALLOY IS 6005-T �� $S'200.`V , r � RD. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH r l * - - @YAHOO. COM TIES STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUE2EMENTS OF THE 2014 (5TH EDITION) `?_ ��ITE. 2SO PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-0PEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLAX00,,-,,FL 3,2811 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. �� .I _ E. # 47509 FAX #: 888-923-8181 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 �F'K`?.�5;, CA#30930 ALUMINUM SCREEN DESIGN DOOR FULL 2 OR DOOR JAM STANDARD 2X3 POST OR DOOR JAMB -� u 0 02 HINGE DOOR n 0 y Cf1NCFdl FR FARUNFAR OR 4T ANM EACH DOOR IS SCREWED INTO UPRIGHTS WITH #14 3/4" SCREWES 24" O.C- WIND BRACE DETAIL 2M WAND BRACE IS BLAND SCREWED TO ALUMINUM STRUCTURE WITH ROOF BEAM ALUNE NUMSCREENDESIGN.COM ALUM ENUMSCREENDESIGN @YAHOO COM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SLOPED PURLIN CONNECTION DETAIL 2X2 TOP PLATE IS ATTACHED TO 2X2 PURLIN WITH (2) #10 3" THRU BEAM INTO PURLIN EMBOSS OR 2X2 ANGLE W/ (4) # 14 3/4" 1X2 SNAP LOCK TO 2X2 TOP PLATE ! �. INTO EACH MEMBER PER SIDE 2" X 6" PLATE W/ (4) 914 3/4" INTO EACH MEMBER PER SIDE FRONT WALL TO BEAM SMB BEAM IS NOTCHED SNAP LOCK TO 2X2 TOP PLATE 1X2 FASTENED TO UPRIGHT W/ LAP BEAM OVER UPRIGHT W/ 3/S" THRU BOLT W/ LOCK NUT DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MIND" OF 1 1/8" EMBEDMENT DEPTH 52,00- VINELAVD-]RD. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ' - ' `rs I.a,:4J 1. PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND I RLA,,NP ;� "FL SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # FAX #: 888-923 -8181 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 } _ 'ec� A 4 32811 ALUMINUM SCREEN DESIGN SEE GENERAL NOTES & DESIGN STANDARD FOR ADDITIONAL 000E O l 0 O O 7CO:N�TRESSION 1/8" THICK ANGLE BRACKET ATTACHED TO UPRISE AND GIRT WITH (6) #14 1" 5116" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE EACH CABLE WILL SUPPORT 227.5 SQUARE FEET OF WALL AREA SIDE VIEW COMPRESSION SLEEVE 45 DEGREE 3"AS.T.M. A-36 STEEL CLIP WITH 2 2 1/4"Xl/4 TAPCONS M \ 1 CABLE DETAIL I K BRACING DETAIL 1/8" STAINLESS STEEL CABLE 12' TO 14' YZ7 4" PLATE W/ (3) # 14 31, 1 EACH MEMBER TYP. V PLATE W/ (3) #14 3/• EACH MEMBER TYP. 3"A.S.TM.A-36 STEEL CLIP WITH 21-12"Xl/4" TAPCONS..,,...,� ((2)#142"IF TO WOOD DECK) 4 -LEni ,••..7e••+--•s cL:�_)t t3o2tw:A�sij i i i 7�• �� tief•Y� fit rj 4Ia i T.. TT SHALL BE THE RESPONSR3II.TIY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE lT", TIC• F �hl f IDA - ATTACFNIENT MUST'BE-INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED - — - • � � •� J • - �� i V 15 � .� 7 -1 - - — WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY -To MAKE CORRECTIVE REPAIRS To MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABR.TIY r :; •, P ji!�i y �j ALUMINUMSeREENDESIGN.COM DESIGN STATEMENT N90HAEk THOMPSON z� LAND RD. METAL IS AL THICKNESS OR GREATER, ALLOY IS DOES-TS ` ALUMINLTMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH 1• 520.0 VM_ @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (STH EDITION) '-r - S TE 250 PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLAND FL.32811 FAX #: 888 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. r E. # L47S O9-923 -8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION ` <: ; CONTRACTOR SHALL NOTIFY THE ENGINEER IMIvfEDL9TELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS (; , - r �'" r-. _ -A#3 0930 ALUMINUM SCREEN DESIGN 1X2 n i w O F X O F O 1 �¢ SEE GENERAL NOTES m & DESIGN STANDARD N FOR ADDITIONAL TO CONCRETE WITH 2-1/4" X 1/4" (5" X 1/4" IF THRU PAVERS TO FOOTER) TAPCONS 6" FROM ENDS 24" O.C. ALUIVIINUMSCREENDESIGN.COM ALUM N MSCREENDESIGN @YAHOO COM SIDE WALL DETAIL SNAP LOCK TO 2X2 TOP PLATE x N 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) #14 3/4" OR BLIND SCREWED WITH (2) CHAIR RAIL & KICK PLATE DETAIL 2X2 CHAIR RAIL IS ATTACHED TO BEAM WITH (4) # 10 2" PER SIDE KICK PLATE IS ATTACHED TO STRUCTURE WITH #14 3/4" 6" FROM ENDS 18" O.C. 'IW5D€S)�..,YV EL iil CONCEALED FASTENERS OR ATTgCyMENTS ARE THE RESP p NSI BI L I T Y OF THE CONTRACTOROFRECORD SELF MATING UPRIGHT DETAILS DU INTERNALLY SCREWED THRU 2X2X1/8" ANGLE TO UPRIGHT W/ (2) #10 X 1-1/2" FASTEN IX2 TO CONCRETE W/ 3" X 1/4" (5" X 1/4" TAPCONS IF THRU PAVERS) (#10 2" IF TO WOOD DECK) SCREW CONCRETE ANCHOR 6" FROM UPRIGHT 24" O.C. 11 'a.'..4ta ei Z ;'� d .)f'EgM AKIN 44"SLAB '2500 PSI DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION _ PHONE #: 3 86-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND FAX #: 8 88-923 -8181 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 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 UPRIGHT SHALL BE STITCHED W/ #14 X 3/4" SELF TAPPING SCREWS 12" O.C. TYP. #14 1" PER SIDE & 5200 VI'INELAND RD. "' - . SUITE 250 O; FL 32811 E. # 47509 "s CA#30930 ALUMINUM SCREEN DESIGN CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL o^ m �6^ 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.0 CA; I i9a( n rg+P..s UJLi;d i',U vu'iSL, FILL IN DETAIL PJ 1 BOTTOM PLATE IS ATTACHED TO 0 CONCRETE WITH 2-1/4" X 1/4" TAPCON (5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C: ®ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-I/4" X 1/4" (#10 2" IF TO WOOD STRUCTURE) 6' FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO C ALUMINUM FRAME WITH 2 #10 1" & 12-1/4" X 1/4" TAPCON PER SIDE CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: OD BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP O KICK PLATE IS ATTACIED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. AL ALUNM'q MSCREENDESIGN.COM DESIGN STATEMENT HAM-IOIVIPSON MIO � ALU MNUMS CREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 z5200 VINE 1L,E��-ND RD. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH -� e-,.S'UIT,E 2S 0 @YAHOO. COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDMOM -. PHONE #: 3 8 6-320-025 6 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND Q - LT 32 g 11 * ti „ SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. ' E. #475 09 FAX #: 88 8-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION • 2I D , ; e., CONTRACTOR SHALL NOTIFY THE ENGINEER IMIv1EDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ALUMINUM SCREEN DESIGN FILE COPY NEW CONCRETE 4" THICK 6" THICKENED EDGE 3000 PSI 9 CONCEALED FASTENERS OR ATTACHM' ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALUMINUMS CREENDE-SIGN. COM ALUMINUMSCREENDESIGN @YAHOO.COM PHONE #: 386-320-0256 FAX #: 888-923-8181 i_-J', cga Q14i..0 q.7• -<1�7:'�e-I 1LININc- Ui'i iE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: - - VAPOR & TERMITE -PROTECTION -(IF REQUIRED) , CONCRETE SHALL BE A MDIIMUM;QF 3000.PSI = CONTRACTOR SHALL SECURE COLUMN BAS9T- O* IICKENED EDGE �? 5200-VINEIAND RD. T ''• c,-r_ SUITE 250 ORLA FL 32811 P.E. ,# 47509 ' CA#30930