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HomeMy WebLinkAboutENGINEERINGCONTRACTOR: East Coast Aluminum. pc^ducts, Inc. DESIGN CRITERIA: Applicable Codes Regulations and Standards 1'. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 .. Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADMI Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual preparedbmy The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3.ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VuLi =150 MPH, V- =116 MPH 3.2. Exposure Category, Section 1609.4.3: Exposure C 3.3. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0# density foam, Florida Product Approval Number FL 7561-R4. The following specifications are applicable to this project: 1. All `work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required -to -be -con osion-resistant,-minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 6. Where concreie specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specification's are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150. ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% - ASTMC 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 f. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND Expn_ SURE HAVE BEEN DETERMINED `;VG THE ADVANCED TECHNOLOGY COU ,.,-i.,'S WEBSrrE AND GOOGLE EARTH. S-2 S- A-2 A-2 �---------- 2X6SMB I. 2X3 4TFi .WALL ENDS - BEAM 2X3 3"X486X0..024" EXISTING END 1.0# DENSITY FOAM SCREEN BEAM COMPOSITE PANEL ROOM a -a 2X6SMBC. S� 13'-0" 1'-0" 1'-0" . THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED-BY-FIELD-INSPECTORS-THAT _ MAY BE NECESSARY IN ORDER TO ' - COMPLY WITH ALL APPLICABLE.CODES. 6'-6" - 6'-6" -� ca U- 00 W O; J� - ❑ �W Q - ON PROFESSIONAL SEAL 9'-On t� w Li OV d d W cc LLLLLLJJJJJ • \ I.L a . Cr 1= W � 3X3X0.093 CC a m W m POST w z Z o Z �Z aZ Z Z= t7 2� W t- rV LL 3X3X0.093 POST Z UR V1 ei 8'-0" J Vr = a a Z o cc a 43 Zno ao g Q W - Jc''T W m A z Q ¢ v, v, A z V Q�� Z 3 00 o zo Wi33 o CA W .m-,ul-",� d (j too --emo ----=----- -- -- J' '1= A v-e-7u' C -- ST. LUCIE COUNTY BUILDING ?D1',ISION REVIEWED FOR COMPLIANCE �- REVIEWE�By DATE 1� PLANS AND vF[innrT DC KtPF ON JO SITE OR NO INSPECTION(S) WILL BE MADE ELITE 2000 COMPOSITE PANEL: (FPA: FL7561-R4) 150MPH/EXP C 3"x48"x0.024" (1.0# DENSITY FOAM) MAX SPAN:-� = 11'-34" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE Copy N W N W W H 0 N Q W U MW W Z Zi Q rn ---� N M aHCoLLLL DRAWN BY GD DATE DRAWN 03/22/18 REVISION 0 0 - SHEET NO: A-1 z 0 ALUMINUM MEMBERS DIMENS " `3 HOLLOW SECTIONS 2x2: 2"xT'x0.046' 2x3: 2"x3"x0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS lx2: 1"x2"x0.040" 1x3: Vx3"x0.045" SNAP SECTIONS 2 x 2 Snap: T' x 2" x 0.045' 2 x 3 Snap: T' x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) , 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x T' x 0.05T' x o.120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 3" COMPOSITE ROOF PANEL (4)1/4" DIA CONCRETE SCREW ANCHORS (3" CONC. EMBED) x 3" x 0.093" INTERNAL/EXTERNAL 3" x X x 1 /8" EXTRUDED POST BASE W/ (2) 3/8" DIA THRU BOLTS B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS 1 1/2" DIA. NEOPRENE - FACED WASHER @ 8" O.C. W COMPOSITE ROOF PANEL �Ru �^'�''.��'Pa��M' :s!:f'% - - `�r•�as,"�`;*e`.i4�,:�S-a�',,ar�c x" 2" x 3" x 0.050" #14 x 47/8" SMS W/ END BEAM 1 1/2" DIA. NEOPRENE EXISTING FACED WASHER @ 8" O.C. BUILDING r._.. 1 1/8" x 21/8" xl -1/B" x 0.050" I ALUM RECEIVING CHANNEL (3) 3/8" DIA. W/ (3) #12 x 3K' SMS EACH THRU BOLTS I SIDE OF BEAM & (2) 3/8" DIA THRU BOLTS INTO THE POST 2"x6"SMB I I 3"x3"x(3) 3/8" DIA THRU BOLT POST -- p POST i I % 2" x 6" SMB I / 3" x 3" x 0.093" COMP. ROOF TO POST 0 4TH WALL DETAIL A-rf SCALE: NTS r qL CC U. #14 x 4 7/8" SMS W/ 1 1/2"DIA. NEOPRENE' FACED WASHER 8" t ♦� O.C. =Q:W i J •) i QA- �• j j ••• F- O' 0 — co Q ' y @ v f "�'+se:C"TC�Vrn"2;;}�7#�''�e,'�''d�'„'�\• �g»�;:,�+!N"c1�'ysi'�^;�� /// I I 11111 '�"• .aa,r, },. �''..1 s1y`riYu.y .[`.�,k S1h�;Ey?�?r�;�'Ri�+': :-<.k� n:'•.-o,. PROFE SIONALSEAL E-GUTTER W/ #12 @12" O.C. TOP & BOT. (3 PER PANEL) 3" x 3" x 0.093" L3" COMPOSITE PANEL t (3) 3/8" DIA THRU BOLTS i 2"x6"SMB r.S COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS -FLASHING----_ #14 x 4 7/8" SMS W/ -- ---- 1-1/Z' DIA-NEOPRENE FACED WASHER @ 8" O.C. • 1 EXISTING • BUILDING E-GUTTER W/ #12 @12" O.C. I TOP & BOT. (3 PER PANEL) 3/8" DIA. i i I THRU BOLT. i (3 TOTAL) 2"x6"SMB � 8 3" x 3" x 0.093" POST S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL A-2 SCALE: NTS COMPOSITE )OF -PANEL- -- -- -- - -- - -- - 1 x21/8"x1 1/2"x0.062"x3"LONG ALUM RECEIVING CHANNEL W/ (3) #14 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA. THRU BOLTS INTO POST S-3 COMPOSITE ROOF TO POST CORNER CONNECTION A_2 SCALE: NTS 1i1 Ld OV d d W W � N � am Wm W W z �z 0Z ¢Z Z =m p� W H d I= z U 0 J I� ..H J Q Z m o- zn0m a QW W J RI cP Lu m=m Z O U Q N N Z (D Ln Z 1mO IL �C o c c/f W �u�'aW W W N W w cl) . QLLJ s`LU WLU UJ -"IC-- Lc) O wNw(M o°u CL DRAWN BY KK DATE DRAWN 03/22/18 REVISION 0 - SHEET NO: A-2 z c CLL : c m m LL C LL a C z i ylpA NNNNNNNCA NNNUI '-"-'p NNNN] '>. ttmrr]]qS x_xoo xxxxx� xxxZ kxKy xxxxp r " 9 bV OviA %r Aw11.) WE`•F i+: tA? W Nr �I iy fA O V1 W VJ w En VJ VJ =I w fn - ', _ Z C" p tt N N N N 9NNNNNN� O lnZii C17y X �D oov QV s.A� ? W N7" c CD ) VJ O 0.0 O O M j �� �x x x x k x x x k �o► 000kz 00000o Ooo p -y ONNy00 s0 V� W '0 Y p x x x x k x ONNNN00 W �.Ps?0000 W 09 A -A z I I I i I I i w n 0 I � 0 Q .Z1/:Si✓Fw� (Ytl.E �cm mw • OW cn hMTV -1 —Ex // ( d• 6 rk •• `, 31 "t m r C w 1 ;aI 2 -p , I I I I ©©D v PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD Dm w m TURNER ENGINEERING LLC. m �° I � THOMAS P. ARNETT, P.E. ' N p 7\ 6472 ALEMENRA STREET I 1363058THSTREET NORTH SUITE 101 FL LICENSE NUMBER:46043 z 1 1 H` z CLEARWATER FL 33760 W Q p �° FORT PIERCE TEL: (727)532-9000 z CO FL 34951 FAX: (727) 532-9008 RONALD J. LEDER JR, P.E. 0 Z FL LICENSE NUMBER: 68160 FLORIDA LICENSE: CA #28841 m 8 U i � 1 : 1 ST E OF �: WZz R10P'�C9�2 1111111�� NOT TO RF RFPROOI ICFn IN WHnI F OR IN PART WITHnIIT THE WRITTFN PFRMIRRION OF RIINrnA.RT AI I(MINIIM FNr,INFFRINr4 I I Ct Cr