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HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: East Coast Aluminum 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-R3. Foundation Design Existing concrete. No additional concrete footing or slab is required 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, 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 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 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 +/- 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 USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 8'-3" 3X3XO.093 -/ POST CO Cfl O O 3X3XO.093 0 POST .I ELITE 2000 COMPOSITE PANEL: (FPA:FL7561—R3) 150MPH/EXP B 3"x48%0.024" (1.0# DENSITY FOAM) MAX SPAN:OL—C. = 12'-9" O 00 INCEALEG FASTENED" Cry 1�Tfir�t;�►PtSE i ARE THE RESrONS!B+LITY 0' THE CONTgAC'SGR OF REC®PH) ��llllir/r�� 't t 0 o'; J = co 0 mod'; Z C1 to 'E: l ARE SUB ECT TO ANY CORRECTI SO i//, I r i *I p BY FIELD INSPECTORS HAT PROFESSIONAL SEAL REQUIRED MAY BE NECESSARY IN ORDER T COMPLY WITH ALL APPLICABLE CODES. 9'-8" 3"X48"XO.024" COMPOSITE PANEL 2UKB S- '3X3XO.093 (TYP) A-3 POST 3X3XO.093 3X3XO.093 3X3XO.093 POST POST POST 9'-8" 9'-8" B A-2 6'-8" 3'-0" o ❑ ui ui a w o. LL ( Z O < cc 0m am LLI LLJ Z z �z Z W C¢ W LLJZ Z Z W t; 4JL h lJL Cz_ J - 8 y Z o$ LA it Ium88 W W Of 91 i3 jy J Q WAN" O Zann V � Z W V Z to W Ndi-" s /. oC O bp" L) I� a W LJ W rES LLJ W EXISTING Q SCREEN W ROOM, UJ00�co O} Fa - aj- DRAWN BY MC DATE DRAWN ® 10/11/17 REVISION J 12/01 /17 SHEET NO: A-1 CONTRACTOR: 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 O02V composite panel Elite 2000,1.0 density foam, Florida Product Approval Number FL 7561-R3. Foundation Design Existing concrete. No additional concrete footing or slab is required 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, 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 specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20120 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: is Portland Cement Type 1,- 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 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 EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSUE AND GOOGLE EARTH. �8'-3"� 3X3XO.093 POST co co 0 0 3X3XO.093 0 POST I �k 80-0» 41 1 1-0" _ ----RECIEVED OCT 2 0 2017 Permitting Dept. St. Lucie County, FL 9'-8" T 9'-8„ 3"X48"X0.024" COMPOSITE PANEL 2X31<13j7� s- 3X3XO.093 (TYP) A-3 POST 3X3X0.093 3X3X0.093 3X3XO.093 POST POST POST 9'-8" 9'-8" Lost `C M _ a U d * lJ Q O. Q= Nam• Z° 1 r~n �c"' 0 Z PROFESSIONAL SEAL EXISTING SCREEN ROOM EXISTING SCREEN ROOM o W a W a � o O t,�. ozc-1 W- �m <W W �� W Z t/; Z Z �' x� W VfLL HiL ZUo J J Q Z_ og 1- Z gg N �I-i m 25 g W � V ua ;,^„ Z U'"3 =) Z '- to W n r LL Ln W W Z-) w S2 a U aW N Oz�Wv n_ co dIGtZitLi DRAWN BY . MC N%UATE DRAWN 10/11/17 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DMIENSIONS HOLLOW SECTIONS i ,(+� 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" �•• v y 2x4: 2"x4"x0.050" - Q' I u Q 2 x 5: 2" x 5" x 0.050" of O J- OPEN BACK SECTIONS 1 x 2: l" x.2" x 0.040" #14 x 4 7/8" SMS W/ 1 112" DIA NEOPRENE - : (f i O ) Q 0 : _- ��; OZ- 1x3: 1"x3"x0.045"C. FACED WASHER @ 8" O.C. �, • SNAP SECTIONS 3"x3"x0.093' Ern s,.: '.�,.:...r ri e�:: ; y `ax-_aa"'� sc` • ti •' �ijv .......... �O` 7 i • • • \ \ \ 2 x 2 Snap:2" x 2" x 0.045" 2 x 3 Snap: 2„ x 3" x 0.050" POST t. �z>'' k 2 x 4 Snap: 2" x 4" x 0.045" ��Si'.�•:°'F�`;�`�-yi.��'%•%'">z.K%�+�''dnP�"-�sw:1. �/ I I� 1 4 ''-:'�-'=:=v w�!x-`'�'• PROFESSIONAL SEAL t SELF MATING (SMB) (4)1/4" DIA. CONCRETE ! I c 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I 3" COMPOSITE PANEL 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) INTERNALIEXTERNAL 3" x 0.062" ALUM 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" ! !! 3" x 3" x 1/8" EXTRUDED RECEIVING CHANNEL 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" I I POST BASE W/ (2) 3/8" DIA. THRU BOLTS W/ #10 x 3/4" TOP AND a cc �+� I 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" BOTTOM AS END CAP 0 ; a 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" ! U w ! 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (3) 3/8" DIA CC Q W $ IvIINIM1JM FASTENER EDGE DISTANCE: 1/2" s b ,, a . n • . THRU BOLTS 3" x 3" x 0.093' 6L 0 C7 Z v cc = ! ¢ INIMUM FASTENER SPACING: 3/4" MLd POST pcLLJ 0 m cci A CONCRETE SCREW ANCHOR: bo, '" „ ° 2" x 5" SMB Z z z w SIMPSON TTTEN HD OR EQUIVALENT b mz SHEET METAL SCREWS (SMS): LLJ U O ITW / BUILDEX OR EQUIVALENT W 1,-LL iE LL i i B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION. A-2 SCALE: NTS 2 p _� SCALE: NTS f� Z V� J Q z Z Znom QW Y! , T 91 W 0 LLJ�g W U � Q N N 7 Z�1.. c Vi LLJ #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE FLASHING #14 x 4 7/8" SMS W/ 1 112" DIA. NEOPRENE FACED WASHER @ 8" O.C. FACED WASHER @ 8" O.C. ROOF PANELS FLASHING 3" COMPOSITE s 3" COMPOSITE ROOF PANEL rn 's4r.,. ,r� ti w •,t f r, ait �Y yr -- � ^y �''•'"`';"..;.�:;h,- :.*,k=>•'°�''` �a:%w::�,.v+.v ! •- Ja^.aj's:°,'a,' Y•XT'`•3',:t'�..,.� ROOF PANEL ' �4q`' „:Y:Y3: y •--�•-'-�15r� v-� � ,?" ice.': .i<$sA.Y}•";y 'A�y4`^R''�`' C-yt'.� �in'••F. +,'� •s� Y,.y;�r, 'ti m �':. ,.•�yY"�` �:•F`" L``•t`K!: rd•AYin::>,�.L� a,a.� t � ce.' ..s�.��-_c...,•�`�+t�„"e'v;. x+si't, •Fy^L"y:r2'•1.4._ i d ,�, :1,',•i�Y`S4• �jTr't,•J.,.',^s 1. S:�^� '.i,�i•�z�``+t ?'e .a .t,a•. ,i,•ce tr>., 3,,- .c. . • s i .J!'T «<yR+•r,Y 2•,..:xs+.: S r �'�' a',3£ �ii.s••a4. .a,,.r'. y}F ar,.,'r�r';` ' ;k�"r'�.,x,^! I/i U �ii ,...:."ems yt eCL t'eJ•�,�:<yTi} XM,� •'p „F'i .a� fix:: Y' "�=.Titi•;h�" a'''7+!£" .a 1i18`✓'4.tiT".w'',t,N•,°,�'/�Y•'A°,1.'�A�:�Cj "� ,3'.3n�`or''C,•='�'. <•'biVC'%YS:A,`` S.i A. �- e/� W v! W �+>•, r'a ",` '"''�s� 2" x 3" x 0.050 • ; Q Q EXISTING 3" x 0.062" ALUM • - #14 x 4 7/8" SMS W/ ) END BEAM • - - BUILDING RECEIVING CHANNEL ' W/ #10 x 3/4" TOP AND W a U N 1 1/2"DIA NEOPRENE @ I FACED WASHER 8" O.C. EXISTING BUILDING J -- - ^- BOTTOM AS END CAP 1 1/2" x 21/8" x 1 112" x 0.062" x 3" LONG U 0 LV W 0� � 0) W Z 1 1/8" x 2 1/8" xl 1/8" x 0.059' ! I ALUM RECEIVING CHANNEL W/ (3) (3) 318" DIA. F- - } n C•) (3) 318" DIA ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH I THRU BOLTS #14 x 3/4" SMS EACH SIDE OF BEAM & (2) 318" DIA THRU BOLTS r Q J Fi = Lo LL LL THRU BOLTS SIDE OF BEAM & (2) 3/8" DIA INTO POST i 2"x5"SMB ti i I THRU BOLTS INTO THE POST I # (3) 3/8"DIA. THRU BOLT i � I 2" x 5" SMB AV]DATE L DRAWN BY M`+ DRAWN 3"x3"POST j 2"x5"SMB 3' xWx0.093" - - _ _ POST 10/11/17 3"x3"POST QREVISION © - S-iCOMP. 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` ••�� © - /4-2 A-2 SCALE: NTS A_2 SCALE: NTS SHEET NO: A-2 0 . 1 N n O 3 v tJ i '• �R p A Z x W A �Nm mx • 3s'�t' Z X. Z o e o ��'Ki I j t1�SS`P• g m 4f 9 W j j rtl�.'0 ,7,Y, z ri O W W 3 x 00 I ��r'w•rr m . • �1os.,,� n 0{ NET V'�Y{'4A•55=1�% m Z f a� 'u r ca r' .I''�"•"Sd Ti ca G m _ No.46043 o - v PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD _ l o z D n v ?' LLC. ENGINEERING m HAYNES m o m STEVEN MORAGA, P.E. 0 Q STATE OF ' v 511 TROPICAL ISLES CIR 1363058THSTREET NORTH SUITE 301 RUCENSENUMBER:64609 T '•, F z ' -' n Z FT PIERCE CLEARWATER FL 33760 ; �ORID?`. 0 %. z w FL 34982 AX (727)ssi-900s THOMAS P. ARNETT, P.E. isS/Qp 1 Z FLORIDA LICENSE: CA #28841 FL LICENSE NUMBER: 46043 / 1 1 1 V �' \ \ NnT Tn RF RFPRnni IrFII IN WHni F nR IN PART WITHMIT THE WRITTFN PFRMI.S.SION nF SIINMA.RT Al IIMINIIM FN[.INFFRINC. I I r ©rnpvRiaHT