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HomeMy WebLinkAboutWind Speed & Exposure 10-24-17CONTRACTOR: East Coast Aluminum_ Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 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, 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 Existing concrete. No additional concrete footing or slab is reauired to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, Mailing. 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 414 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 I,- ASTM C 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED L THE ADVANCED TECHNOLOGY COUN( °I WEBSTTEV AND GOGGLE EARTH. 0 �+� u- 1& •. = '�;' 1-*0 4Z'. 0Z " �•..' `V � PROFEISY06 SEAL' S-2 S-1El A-2 A-2 n 10 -0 . 10 -0" s " 10. -8 ui O CL U D_ 3X3X0.093 2X5SMB 3X3X0.093 cc FO . co POST 2X3 4TH WALL 2X3 POST W W � z z END END z W z BEAM BEAM 0 0 3"X480X0.024" o Z �� _U _0W I 1.0 DENSITY FOAM I I COMPOSITE PANEL M ZU0 3X3X0.093 o A-2 AS2 2X5SMB o =J 3X3X0.093 -^ POST I EDGE BEAM _I �- POST co Z o- B LQ r Z Q W Z38 OW �.6-11 N W U Z 10'-5" 10'-5" mg- -�I� Z A 3 p N W M 24'-0" X-- 1'-0" X-1'-0" File C:®py DRAWN BY MC 10/23/17 REVISION SHEET NO: A-1 i L i C C A, C e Z LL LL Z z LL z 'a p C C z v C r' ALUMINUM MEMBERS DIlV FF �—`7NS HOLLOW SECTIONS / 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2 4: 2" 4" 0.050" x x x 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS RECEIVING CHANNEL 1LLI 11 x 4 7/8" SMS NEOPRENE _ a uj : y A T �; Q-_ z 1 x 2: 1" x 2" x 0.040" 1x3: 1"x3"xO.045" I i FACED WASHER @ 8" O.0 r V W/#tOMASTOPAND i N'. BOTTOM AS END CAP O � � � • o - `` I ( �••• • cp I ` y ' ' co SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" I 3" x 3" x 0.093" POST titc: n hid !� .., gy <r ; '. >'.?�- tiY; �i !'� • • ' w ri �p"} ... !' 2 x 3 Snap:2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" PROF ` \\ t dA?UL,5'EAL SELF MATING (SMB) (4)1/4" DIA. CONCRETE I i 2x4SMB:2"x4"x0.044"x0.100" SCREW ANCHORS I I 3" COMPOSITE PANEL c 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) ! INTERNALIEXTERNAL 3" 1/8" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" ( x x EXTRUDED E-GUTTER W/ #2 @12" O.C. 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" I POST T BASE W/23/8" () TOP & BOT. (3 PER PANEL) � I 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" � � DIA. THRU BOLTS O ui 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" V LLJ ui a c d 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (3) 3/8" DIA. O1 y�j i NDNRAUM FASTENER EDGE DISTANCE: 1/2" o; _ g I THRUI BOLTS 3" x 3" x 0.093' LL 0 ($ Z io .. MINMIUM FASTENER SPACING: 3/4" �,• POST CONCRETE SCREW ANCHOR: ,a .' a'v 'm •.� a? , ° ..• , " i 2" x 5" SMB W w cL� �� z Ln z SHAPSON TITEN HD OR EQUIVALENT '� Z Z W Q W w z z SHEET METAL SCREWS (SMS): (D w u, O u ITW / BUILDEX OR EQUIVALENT - W H LL FZ— LL i i i B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION A-2 SCALE: NTS .. p -� SCALE: NTS /1 Z , C o G J r = J 5 J Q Z zn m 6 -mCPg QLLI W —1 Of Of ,yI OLu C tmff V'nf W Z x U $4� :10 Z C7'^3^^ LAW : I" o #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FLASHING ALUM #14 x 4 7/8"SMS W/ R x RECEIVING RECEIVING CHANNEL FACED WASHER 8" O.C. C° 1 1/2" DIA. NEOPRENE W/ #10 x 3/4" TOP AND FACED WASHER @ 8 O.C. FLASHING 3" COMPOSITE BOTTOM AS END CAP 3" COMPOSITE ROOF PANEL ROOF PANEL +°� • „ V „�'. Y•:Y ..ji'vi. 1.�'.:'T:.'.t awry •"•. p 'um�r"� T COMPOSITE �' a =h'' v'` s�v v y 4? ROOF PANEL . . i •F"+°.'t a z.» x'*.5:��•.,'+^�. <a. , •.r;�,•°C>T�, ,'r> .sky"'.'''�•....rx +�i. 3�a' �a:v_il. ft°�'e�t"` "'�°iW;�14ai .�',.. vi,e•i �' L�,-,��� uec. ,�we�:�Ai y .x.. =r` :: '.?*'.•'#;.- ,Q' xr ca=Y S • � ti>,:� ;r -L...4ti4. • � l� f ''Jv .3. a %44 ^eh.^T� ��,• '3« 'Z�. �a'. 'i L��i�� r. `+•*;• �. � ?•-' •Ar�.'a`K°� yta!a' .r.>.'*:� �•�l'..j •ti'.v � ''ins ,.�: .�"Cr'+'y'... s,,:„y .,., •a" Y �: #�" `S;": S�tet:.+�dtit%..:P,..s ... �� 27%_t"d''^� ��"i'i°�:.;+��n:�sj.: r.— t>. A:'7u,�_rs.r:.,. �,KR'F. 4^A N.•t ^'tAZ.a �K�i,....F CNf'..'';iJ,�"y�'-�.'J.hx..-.r - .. .. .. L I LJJ 2" x 3" x 0.05(y" • 3 EXISTING #14 x 4 71& SMS W/ END BEAM • ^ I BUILDING • - E-GUTTER W/#2 @17' O.C. W J a 1 1/2" DIA NEOPRENE FACED WASHER@8"O.C. EXISTING BUILDING v ' L TOP & BOT. (3 PER PANEL) I ( N w Q � w U 1 1/8" x 21/B" x1 1/S" x 0.050' II/2"x2118"x11/2"x0.062"x3"LONG / rn (3) 3/8" DIA. 1 ALUM RECEIVING CHANNEL I I I (3) 3/8" DIA t # 4 ALUM RECEIVING(3) I i S SI EACH SIDE OF m OC Q N O J THRU BOLTS ; W/ (3) #12 x 3/4" SMS EACH I THRU BOLTS BEAM & (2) 3/8" DIA. THRU BOLTS 2 00 Ol. LL SIDE ( INTO POST I 2"x5"SMB I T BOLTS INTO THE POST j ( 2"x5"SMB I I DRAWN BY 3" x 3" POST (3) 3/8" DIA. THRU BOLT I I z" x s" sMe } ! i ( ( 3" x 3" x 0.093" I MC DATE DRAWN — - POST 10/23/17 3" x 3" POST REVISION © - S'1 COMP. ROOF TO POST 4TH WALL DETAIL S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL S-3 COMPOSITE ROOF TO POST CORNER CONNECTION SCALE: NTS Q3 A-2 SCALE: NTS A-2 SCALE: NTS A-2 - SHEET NO: File Copy' A-2 i m m -~ o mSTEVEN v PROJECT ADDRESS: MARX 8217 CAPER LN SUNCOAST ALUMINUM ENGINEERING LLC. ENGINEER OF RECORD MORAGA, P.E. O �N v n Z PORT ST LUCIE ]363058THSTREEINORTH SURE301 CLEARWATER FL 33760 FLUCENSE NUMBER: 64609 IW z y FL 34982 FAX: (727)5329008 THOMAS P. ARNETT, P.E. Z FL LICENSE NUMBER:46043 FLORIDA LICENSE: CA N28841 v �` C1��r.F N SNN ° �: • � m . cn 0 _ No. 46043 Lu ���• STATE OF PLO RkV - •��,��� S � unT Tn wP wFownnl I(`Fn IN WHnI F nR IN PART WITHnIIT THE WRITTFN PFRMI.RRInN nF RI INCOA.RT AI I IMINIIM FNrINFFRINr, I I r Cr Irw