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HomeMy WebLinkAboutWind Speed & Exposure 10-24-17CONTRACTOR: East Coast Alum-�- -^Z Products, Inc. WE14D SPEED AND E> DESIGN CRITERIA: BEEN DETERMINEII TECHNOLOGY COUNCI Applicable Codes, Regulations, and Standards AND GOOGLE EARTH. 1. The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT =147 MPH, VASD =113 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 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 7561-113. Foundation Design Existine concrete. No additional concrete footing or slab is required to resist the loads imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edire and in sound condition, free from structural cracking, spalling, or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) 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 specifc 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 corrosion 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 concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM.0 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/- 1%- ASTM C 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 ii. Welded wire fabric - ASTM Al85 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. 3X3X0.093 POST VE 12'-0" 1'-Opp t go —on — t 3X3X0.093 POST 3X3X0.093 POST 8,-0„ 1 LL LLI It N '. �> Z • I a) ��� 0— Z. ® �GOZ PROFESSIONAL SEAL a 0 \\n W Ld OV ui n W a IY $ m LL O cc iwi cc 0 m . W LU Z z vl Z Wz FD 2z Z �� LU Z .. U 0 J Q F I— Z z $ m Q W O LLI c4 ZW^M, Z C7 L3� M Z o ui to W ,- U Wi- MC DATE DRAWN 10/03/17 REVISION SHEET NO: A-1 1 �rNSIONS ALUMINUM MEMBERS h" _ -11 HOLLOW SECTIONS \ , 2x2: 2"x2"x0.046" �•••••• ••�.•. 3: 2" 3" 0.050" \ 2 x x x 2x4: 2"x4"x0.050" �. ��� / ' 2 x 5: 2" x 5" x 0.050" LL' OPEN BACK SECTIONS #14 x 4 718" SMS W/ Q. W 1 1/2" DIA. NEOPRENE U W Q 0: Z- 1 x 2: 1" x 2" x 0.040" i FACED WASHER @ 8" O.C. 0 z No ��' �- 1 x 3: 1" x 3" x 0.045" I SNAP SECTIONS 3" x 3" x 0.093" ' ° ' a n ar c;%k g ' �`'wa ' C�2 x 2 Snap: 2" x 2" x 0.045" POST`:' ff 2 x 3 Snap: 2" x 3" x 0.050" 2x4Snap: 2"x4"x0.045" P14dFlE $lbIQ SEAL SELF MATING (SMB) (4)1/4" DIA CONCRETE ti ti 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS ! i 3" COMPOSITE PANEL \ \L� 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (W CONC. EMBED) INTERNALIEXTERNAL 3" x 0.062" ALUM J-1 ❑ 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" � 3" x W x 1/8" EXTRUDED RECEIVING CHANNEL 2 x 7 SMB: 2" x 7" x 0.057' x 0.120" POST BASE W/ (2) 3/8" W1 #10 x 3/4" TOP AND fY 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" DIA THRU BOLTS BOTTOM AS END CAP O LJ 2 x 9 SUB: 2" x 9" x 0.072" x 0. 124" u Lu w 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" i ( 3 3I8 DL4 fY d MINIMUM FASTENER EDGE DISTANCE: 1/2" a: ,''; •'a Q a ? • . ` T' 4 i THRU BOLTS W x 3" x 0.093" ILL z t9 Z � MINIMUM FASTENER SPACING: 3/4" Q a.• POST I m Q m •.e •.'e•'o .@. '•,� •' °•• ' {y W �i di i N z CONCRETE SCREW ANCHOR: ,• �s .. a,. ° .a 1 2" x 5' SMB Z z W Q w SIMPSON TITEN HD OR EQUIVALENT w z z SHEET METAL SCREWS (SMS): Z H _ TTW / BUILDEX OR EQUIVALENT W J H - I.- LL B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS A-2 SCALE: NTS z ... 0 I t- a N Z = I— znOm L f W ti m 8 Q W"mm Z O V Z �� Z C7 'Lncl e Z o VI W LL #14•x 4 7/8" SMS W/ 1 112" DIA. 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Q V.I r,r,,,,..... s •P�. 2" x 3" x 0.050 • EXISTING 3" x 0.062 ALUM Z Lu U #14 END BEAM • I BUILDING - RECEIVING CHANNEL I ' "' W/#10 3/4" TOP AND I }tea, Q 1 1l2" DL4. NEOPRENE IA. NEOSMSWIPRENE FACED WASHER @ 8" O.C. i EXISTING BUILDING I V _ ! 1 1/B x 21/8 x1 1/8" x 0.050 I x BOTTOM AS END CAP 1RHANN L W/ (LONG ALUM RECEIVING ALUM RECEIVING CHANNEL W/ (3) v Z Z � cV W fn to � Q g rn F � (3) 3/8 DUl O J O (3) 3/8" DIA ALUM RECEIVING CHANNEL € W/ (3) #12 x 3/4"SMS EACH € I THRU BOLTS #14 x & (SMS EACH SIDE BOLTS # BEAM & (2) 3/8" DIA. THRU BOLTS w 0 >. 0 d p ap O_ LL THRU BOLTS SIDE OF BEAM & (2) 3/8" DIA. I 1 INTO POST 2" x 5" SMB 3" x 3"POST I THRU BOLTS INTO THE POST €€ ; (3) 318" DIA. THRU BOLT `C i 7' x S' SMB E I 2" x 5" SMB ( 3" x 3" x 0.093" � � POST DRAWN BY MC DATE DRAWN — — f 10/03/17 W x 3" POST REVISION S-2 S-3 COMPOSITE ROOF TO POST CORNER CONNECTION Q _ S-1 COMP. ROOF TO POST 4TH WALL DETAIL COMP. ROOF TO CORNER POST 4TH WALL DETAIL A-2 SCALE: NTS ® - A-2 SCALE: NTS A-2 SCALE: WS SHEET NO: epy File A-2 9 N 0 0 v X 0 1 c� m m it "Y i Z X y o X x g i I d. 0 g Yla'a� '. 0 cy1(i m Z Z • • �? SA'r�r Y Z N ..4 a tyP Y l �tr m n y 2 -i D # x ."3_1 O X z y o O '2ai mz Z °0 Z0 ch f0 nl ' m o' cZi m � z nm X O O y n D � Fn cn Z T m 2 w D D 4 jam. , Z m N°t7xo k'f,7'5'",r °� w C� 0 yyrr,�� 'S"R �jy3;F yy 0 Z D 0 O D y r- C 3 .Ii "' aq,Iyt .r9 f 0 9Z (7 0 m z r A � ®©> y C o v c PROJECT ADDRESS: DOLMAN - 8 YOLANDA LANE SUNCOAST ALUMINUM ENGINEERING, LLC. ENGINEER OF RECORD STEVEN MORAGA P.E. ❑ z H _ O !;") n Z PORT ST LUCIE 1363058TH STREET NORTH SUITE 101 CLEARWATER FL. 33760 FL LICENSE NUMBER:64609 o z ; -4 FL 34952 TEL: (727)532-9000 FAX: (727)532-9008 THOMAS P. ARNETT, P.E. z FLORIDA LICENSE: CA #28841 FL LICENSE NUMBER: 46043 ��11111ilirrrii � �� PS P. kGENS�� i m — No.46043 ; -10 411 STATE OF 1 ��.��'• • F40RION-•' C,) %NAL ; � ��rr►rlll(►1�� NOT TO RF RFPRnI7113:Fn IN WHnI F OR IN PART WITHnI IT THE WRITTFN PFRMIRRInN OF RI1NrnA.RT Al I IMINIIM FNRINFFRINR I I C ©rOP'