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HomeMy WebLinkAboutwind Speed & Exposure 11-7-17CONTRACTOR: East Coast Alumi Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th 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, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VuLT =150 MPH, VASD =116 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 reauired to resist the loads imposed by the proposed construction if the existing is a minimum 4" thick with an 8" x 8" thickened slab a minimum 4" thick with an 8" x 8" thickened slab edee and in sound condition. free from structural crackine, soalline. or other deterioration. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Sth 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 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 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 i 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 C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/- l%- 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 A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching 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 EXPQSiTRE HAVE BEEN DETERMINED i .. THE ADVANCED TECHNOLOGY COUNWEBS= AND GOOGLE EARTH. O I 00 EXISTING MOBILE HOME 2X5SMB 4TH WALL 2X3 I 2X3 END BEAM 3"X48"X0.024" END BEAM 1.0 DENSITY FOAM COMPOSITE PANEL 2X5SMB s EDGE BEAM r �_A-2 20'-0" 3"X48"X0.024" o O O JNt N� :> Z 1 U) co' 0 :,��i//�•..* •PRO \\\\�: PROF ESSIOiNAL SEAL El O Lu Lu U d a- W LL Z W.cc 3X3XO.093 C) a W W T POST W a 7 7- Z QN ON �Z Qz Z = u ZO u 0 0 I I LU F-LL Sri 0 3X3XO.093 POST N � a Z$�� U 0 W m < ��mg W 8'-0" W r. mm z Z (D Ln c ZOR oe '0O N W Mu1'-' v' L%f W U 0 Q Z �Wj }MUN z=Wrn Z —a.A LU co a YLOLIJi DRAWN BY CD DATE DRAWN 11 /06/17 REVISION SHEET NO: x c: E A-1 v m ALUMINUM MEMBERS DIT% )NS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050" 2x4:2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 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" 2x7 SUB: 2" x 7" x 0.05T'x 0. 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: SMIPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT 3" x 0.093" (4) 1/4" DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) INTERNAL/EXTERNAL 3' x 3" x 1/8" EXTRUDED POST BASE W/(2)3/Er' + + DIA. THRU BOLTS s . •�; y .a d'' C B 3" x 3" POST TO CONCRETE CONNECTION DETAIL � -2 SCALE: NTS #14 x 4 7/8" SMS W/ 1 1/2"DIA NEOPRENE FLAB FACED WASHER @ 8" O.C. FLASHING 3" COMPOSITE ROOF PANEL 3" COMPOSITE ROOF PANEL <.�... 4t, 2a.-w+•a•^''<}s"#'i'�irEi:• ''x`w:'*�- t?�yL; ,.-_,.n-:c4 .a �'ra„•.�,.5 ``jj�• e^la" f., !�a?i;i':,�-k:.W::7L..A.�'-1'` '�.� "i•sP,ly. 3?:C�r., itd ;� ."%eY"� �* �i�1• ,�5+.�:f?z� va. •':_''k'�S'P.it,'KJ`k„j,�+��'= }+fie {.."_ ' '�'S�,;s; ?rid- - ?..'"„r.a�,r1'�..-:�`K'=�Q� wta's;' ' r`. `i'•� s.4 r`F a. �i.� .,���a� .awn'-� I -- ` • I Xd 2" x 3" x 0:050" • � EXISTING #14 x 4718" SMS W/ END BEAM • I BUILDING 1 1/2" DIA NEOPRENE EXISTING + FACED WASHER @ 8" O.C. I BUILDING 1 1/8" x 21/8" x1 1/B" x 0.050" (3) 3/8'DIA I ALUM RECEIVING CHANNEL THRU BOLTS I W/ (3) #12 x 3X' SMS EACH !! SIDE OF BEAM & (2) 3/8" DIA. I THRU BOLTS INTO THE POST 2"x5"SMB (3) 3/8" DIA. THRU BOLT 3"x3"xPOST 2"x5"SMB I -- 3"x3"x0.093" -- s_1COMP. ROOF TO POST 4TH WALL DETAIL A-2 SCALE: NTS S-2 COMP. ROOF TO CORNER POST .4TH WALL DETAIL A-2 SCALE: NTS E-GUTTER W/ #12 @12" O.C. TOP & BOT. (3 PER PANEL) 3" x 3" x 0.093" #14 x 4 7/8" SMS W/ .1 1/2" DIA. NEOPRENE FACED WASHER @ 8" O.C. COMPOSITE PANEL 3/8" DIA. RU BOLTS x 5"SMB S COMPOSITE ROOF TO POST CONNECTION A_2 SCALE: NTS #14 x 4 7/8" SMS W/ 1 1/2" DIA NEOPRENE FACED WASHER @ 8" O.C. E-GUTTER W/ #12 @12" O.C. TOP & BOT. (3 PER PANEL) (3) 3/8" THRU BC 2" x 5" X x 3" x 0.093' 3" COMPOSITE ROOF PANEL �+ LL CO cr Z to Q•��\Q� % �O • � PRO \,\ !I 111111\�' PROFS iSIONAL SEAL L-al ❑ 0 LLI LLI G C: �o LL O �~ �v offi Q W W W A ca ..2 W Lu di Vfz -'z z jA CQ W W L z Q z Vz = O W F-LL cr.LL 1 1/2" x 21 /8" x 1 1/2" x 0.062" x 3" LONG ALUM RECEIVING CHANNEL #14 x 3/4" SMS EACH SIDE OF BEAM & (2) 3l8" DIA THRU BOLTS INTO POST rS-3 COMPOSITE ROOF TO POST CORNER CONNECTION A_2 SCALE: NTS File Copy z J J (D i 9p ` N ZO co Q UW Q LU T T LU LLmm z O z u :3 z (D o m z �1p s LI C) Ii Q LLI Q Z } U N LLI LLI0 W_ It co Is Z W Zcpac+) Cc LU 0-Y uw7 L~L. Ili. CD DATE DRAWN 11 /06/17 REVISION 0 T _ SHEET NO: A-2 y D m ©D v v PROJECT ADDRESS: m S KENNEDY Vi a v 0 � 5581 HEMMINGWAY CT W o O j z FT PIERCE Z -4 z -4 FL 34982 1� I W O O 9 'O X �a x 00 N r e „ �z x i`i,� m mw •' 'fit WX NA cN �' • I ,,t• '�` YA Kri`ri•`" t i Tmrt7Zx J 9 ( Si°{ t. (. O� N� P. Ex 1'RSc�C' • • (�.. � 71 s 4 fi'i% �b z z CD T No.46043 m SUNCOAST ALUMINUM ENGINEER OF RECORD 35 _-D ENGINEERING, LLC. 'l - 1363058THSTREET NORTH SUITE 301 THOMAS P. ARNETT, P.E. �/ rT �O� STATE OF �\ FL LICENSE NUMBER:46043 i cCORIDP.•' CLEARWATER FL 33750 ��s • . , .. • , G \� TEL (727) 532-9000 FAX: (727) 532-9008 RONLICENSE D J. LEsDER o JR, P.E. 'is niA� �E FLORIDA LICENSE: CA #28841 FL CmMKlcco,WG , I r_ (PICnPVRir.wT