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HomeMy WebLinkAboutENGINEERING WIND SPEED & EXPOSUREWIND SPEED AND EXPOSURE HAVE CONTRACTOR: WYNNE BUILDING CORP DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 7th Edition (2020) 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 prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 1 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: Vora =150 MPH, Nominal Design Wind Speed: VAse =116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Patio Cover / Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. RoofMaterial:3" x 12" 0.030" Town & Country Industries Riser Panel, Florida Product Approval Number FL 17638-R2 Foundation Design Existing concrete slab. No additional concrete Existing concrete slab. No additional concrete footing slab is 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 7th Edition (2020) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Florida Aluminum Engineering, Inc. 3. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series 11300", or uncoated stainless steel series "400". 5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. All SelfMating 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. 7. 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 a 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. S. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 10•-0• 3X3X0.090 POST 1X3 c (TYP) WGIRT (TM 3X3X0. 190 POST I 3X3X0.D90 .� POST 0 _ 2XDJ A-2 2XDJ _..- --- N L 'File C®Pv R tf, i �W E D F (5 CODE COMPLIANCE sro LUFBOCC CoE COUNTY ( a / e_l 1 / e_. A-3 A-3 A-4 r-o• 7 -4' � 7-4" �- 6 -o• � s -o' I 1'_ 6 -o• � 6 -o' � 7-o' � r-o• � 7 -4• 7 r 2X5SMB 2X3X0.045 END BEAM 2X6SMB CROSS 2X5SMB 2X6SMB CROSS 2X3XO.045 END BEAM w 2X5SMB 41H WALL 47H WALL BEAM S� 4TH WALL 1' _ 2X6SMEI _ •I 4 ENDXB'� 3•X12•X'0.030' A-4 CROSS BEAM A-4 2X3XO.045 c / RISER PAN END BEAM o I 2X5SMBJ INT BEAM o _4 2XSSMB EDAM 2X3X0.045 NEE A_3 2XSSMB BEAN L 1 24'-0' 14'-0' 60'-0- 3•X12•X0.030' RISER PAN 3X3XO.090 POST 3X3X0.090 POST 3X3XO.090 POST 3X3X0.090 POST A_ 4 `j 3X3X0.090 3X3X0.090 3X3X0.090 3X3X0.090 3X3X0,090 bo POST POST POST POST POST 0 h (TYP) 2X3GIRT (TYP) IN --ih 11 --fh I c g LA-2 A-2 7'-4• 7•-e 7'-4' 6'-O' 6'-0' 6'-0' 6'-0• 7'-0' 7'-O' 241_0• 14'-0' 1'_D• iX3xO.O90 'OST � 3• o O' O li t v (0 a w Q p N j Q. Z , '�i y •••....•••'� 0 3X3X0.090 POST 0 0 3X3)(0.090 POST 8'-6' �.090 'OST 1X3 2X3GIRT (TYP) •�`I (W .090 ° 'OST � w I .090 'O5T 2XDJ tq 2XDJ W La LLt ti Z rm 0 LV Z J CI: Z Q Z O a LLI V)) N Z V1 5 w LJ J O O tY M t1 D U o Q Q WZ y, _Z J f� �LL�P Q W U=J Q W z2ss 0Z$ m -J LJJ o LL. o 6i a In tY = O � Z Q 0 :O -J '1'0 b W W W a a -� Z ;tyl 0) O Z_r0�ro o O d l0 tt_ ti DRAWN BY TP 11 /16/21 SHEET NO: A-1 ALUMINUM MEMBERS DBRNSIONS 2x2: 2"x2"x0.046" 2x3: 2x3x0.050" 2 x 4: 2' x 4" x 0.050' 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 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) 2x4SMB: 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" 2x7SMB: 2" x 7" x 0.057"x 0.120" 2 x 8 SMB: 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 o ••• <(i o LL 6- Q:Z o O =a cw w I: i ' Q 0 ice' iZ '. U3 ice,' •.• :: �U 3" x 3" x 0.090" I I POST x 0.090" //"Rom 000%%,,, POST (2) 3/8" DIA. CONCRETE I I SCREW ANCHORS I I cf- (3" CONC. EMBED) W UJI (2) 3/8" DIA. CONCRETE LL p_ SCREW ANCHORS I I Z cri 1" x 3" OB W/ 1/4" CONCRETE INTERNAU (3" CONC. EMBED) INTERNAL/EXTERNALEXTERNAL I 3" 3" 1/8" EXTRUDED (' z to SCREW ANCHOR 6" 3" x 3' x 1/8" EXTRUDED x x POST BASE W/ (2) 318" I LLJ z FROM UPRIGHT 8 @ I POST BASE W/ (2) 3/8" DIA. THRU BOLTS J = 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS Q p Z z N a: ,•d d Q W s o uj O J u o d o LL B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A_2 SCALE: NTS 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY W/ (4) #14 x 3/4" SMS c o INTO DJ ' d •4 2114- MIN COM SLAB FOOTING N ' dtl d • , • ANCHOR EMBEDILEN1 SEE PLAN W SIDE VIEW (1) 3/8" DIA. CONCRETE SCREW ANCHORS (21/4"CONC. EMBED) 1"x 3" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR (MIN. 1 114" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX HT DOOR JAMB a '4_ FRONT VIEW DJ-1 UPRIGHT TO CONCRETE a PRE -HUNG A_2 DOOR LOCATION DETAIL SCALE: NTS B-33" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS CHAIR RAIL (2)1 E C CHAIR RAIL TO POST CONNECTION DETAIL A-2 SCALE: NTS 0 2 U m m Z Z N z W c_ Z HMO 3 Q W d Q e q W 0_ 15 /z 19 V Vl py {p O m W m ILL e O N Ln UJ OU z' z z Q tiQ LLI Z Lu E- 0 z 0 of M COL. LL LLL DRAWN BY TP DATE DRAWN 11 /16/21 SHEET NO: A-2 I z .'► #14 SMS x 1" W/ `,,,,,111111 � NEOPRENE FACED! WASHER @ 12'CO.C. 3" RISER ••' WASHER @ 4" O.C. ALONG LENGTH PANEL ♦� V OF ALL END BEAMS Q 2 l S 0 i � ^ � I.L • W I • FLASHING � • 2"x6" •• Z ••••• I 2" x 3" x 0.045" TOP RAIL - • CROSS BEAM #14 x 3/4" SMS W/ OTHERS I� � • ,///I CORNERS ATTACOHEw/ III I I � • r- '` WASHER @ 4" O.C. 3 PANEL �//111 () /1 #10x4"LG III 11 1 1/2" x 21/8" x 1 1/2" x 1/8" x I 6" LONG ALUM RECEIVING 3"x 3" PB III 11 I UPRIGHT CHANNEL W/ (5) #14 x 3/4" INTO THE UPRIGHT AND I I (5) #14 x 3/4" SMS INTO EACH I / SIDE OF BEAM I I 3" RISER #14 x 3l4" SMS W/ 2" x 3" x 0.045" TOP PANEL �(3) NEOPRENE FACED WASHER @ 4" O.C. EXISTING J BUILDING / RAIL w/ (4) #10 x 4" SMS INTO POST 3!8" DIA. THRU BOLTS (3) 3/8" DIA. THRU BOLTS I 2"x2"x3"LG 2"x2"x3"LG 2"x5"SMB !I x 1/8" ANGLE x 118" ANGLE I 2" x 5" SMB I I 3" x 3" x 0.090" I POST I I ' x 0.090" I (4) #10 x 3/4" (4) #10 x 3/4" I I POST I SMS INTO_,,,--' SMSINTO I I SCREW BOSSES I I SCREW BOSSES I I (2) INTO TOP RAIL I I (2) INTO TOP RAIL I I (2) INTO POST (2) INTO POST I CONNECTION AT CORNER CONNECTION AT SPLICE S-1 S'2 RISER PANEL TO POST CcD. 4TH WALL DETAIL S A-3 RISER PAN ROOF TO POST CONNECTION SCALE: NTS A-3 SCALE: NTS X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT A-3 SCALE: NTS #14 x 3/4" SMS W/ #14 x 3/4" SMS W! FLASHING NEOPRENE FACED #14 SMS x 3/4" W/ BY NEOPRENE FACED #14 SMS x 3/4" W/ WASHER @ 4" O.C. 3" RISER NEOPRENE FACED OTHERS WASHER @ 4" O.C. NEOPRENE FACED PANEL WASHER @ 12" O.C. #14 x 3/4" SMS W/ WASHER @ 12" O.C. ALONG LENGTH 3" RISER NEOPRENE FACED 3" RISER OF ALL END BEAMS PANEL WASHER @ 4" O.C. PANEL OF LG ENDBEAMS2" x 3" TOP RAIL 4" SMS INTO POST II x 1/8" ANGLE 2' x 3" x 0.045" ® I EXISTING 2'END (4) #10 x 314" END BEAM • BUILDING ° BEAMS 3/8" DIA. THRU BOLTS SCREW BOSSES 1 1/2" x 2118" x1 1/2" x 0.062" I (3 TOTAL) (2) INTO I If1111I///// NEOPRENE ••.• u. 4- ap LI.J W L Q 0. �V BY ��� `♦ # •• pro ���,`NO ANGLE 3 IRE ` 1111111�1�� W W W f1 t: Z ` to 19 Z to z W Z c J z z a Z u z O ¢ W W U LL a ~ a r. C rU. 3 IL U z z Zry Wz SZ G V Vl ~ U a z M-1�3 � a "'� L.L. In LL - - t z a W WaMm a W Lzu o z� Z cc v �$ m t O Z s o c u- W 12 o 3 J LL Q a z C U. 3 CL c W ua 0 2 Z_ ©; F Q SMSINTO mi' , o z W W�•LLJ � (2) INTO TOP LL I ofc) C.Ln �LJi DRAWN N BY TP DATE DRAWN LJ 11 /16/21 REVISION 1 - 4 SHEEP NO: A-3- POST \� �li�� •��•• •�•'•. y/�//ice' Z #14 x 3/4" SMS W/ NEOPRENE 0 4Z- 4�, r � LL A. :• 2y i 0 3" RISER FACED WASHER @ 12" O.C. 3" RISER #14 x 3/4" SMS W/ .. Z PANEL #14 x 3/4" SMS W/ NEOPRENE FACED ALONG LENGTH OF ALL PANEL END / CROSS BEAMS NEOPRENE FACED WASHER @ 4" O.C. . = a- AV LLI .. ;. 0 2" x SMB EDGE BEAM WASHER @ 4" O.C. 6- • 0 !n 12 i °`°CIIIII/Illlli111111``, 12" I I ,2 MAX I — — _ -- -- OVERHANG mmm \\ I I mmm 2 xEND I I LLI I I BEAM \ I I W d rn W a \ \ 12 \ \ 12" I J 4t \ \ I I 2" x 3" x 0.045" \ \ 3" x 3' x 0.090" G( Q z 2" x 3" x 0.045" \ \ KNEE BRACE \ I I POST Z KNEE BRACE \ I I \ mil I Q O- h CA Z NaLu \ I 11/2"x21/8"x11/2"x W 0.062" x 3" LONG ALUM I J W o 0.062' x 3" LONG ALUM I RECEIVING CHANNEL W/ (3) I 0 RECEIVING CHANNEL W1(3) #12 x 3/4" SMS EA. FACE & ~ #12 x 3/4" SMS EA. FACE & I I (3) #12 x 3/4" INTO POST I I a (3) #12 x 3/4" INTO POST LY n o$ x 3" x 0.090" POST 5 V 4 z N z S-6 S-7 KNEE BRACE CONNECTION DETAIL z " w KNEE BRACE CONNECTION DETAIL /� SCALE: NTS & : s g A_ A 'f SCALE: NTS /"�-4 rum = Z � 3 J 9LL.A Q W wa�`� aadw W Q W z 0 Z �� i o z `° h m W LJL a O LL #14 SMS x 3/4" W/ #14 x 3/4" SMS W/ NEOPRENE FACED LASHING #14 SMS x 3/4" W/ NEOPRENE FACED 1 1/2" x 2 1/8" x 1 1/2" x 0.125" 1 112" x 21/8" x 1 1/2" x 0.125" NEOPRENE FACED WASHER @ 12" O.C. WASHER @ 4" O.C. WASHER @ 12" O.C. \\ #14 x 3/4" SMS W/ NEOPRENE FACED BEAM DEPTH CHANNEL W/ BEAM DEPTH CHANNEL W/ ALONG LENGTH 3" RISER ALONG LENGTH WASHER @ 4" O.C. (4) #14 x 3/4" SMS INTO (4) #14 x 3/4" SMS INTO OF ALL END BEAMS — PANEL OF ALL END BEAMS BEAM EACH SIDE & BEAM EACH SIDE & (4) #14 x 3/4" SMS INTO (4) #14 x 3/4" SMS INTO 3" RISER PANEL CARRIER BEAM CARRIER BEAM a- (/Y O LU • • m O W 2" x 5" SMB ® ® 2' x 5" SMB m I EXISTING I BUILDING/ 2" x 3" TOP RAIL - NO m Q $0 o m 2"x 6" SMB m€ ANGLE REQUIRED UNLESS-,/ a INTERIOR BEAM m� CROSS BEAM I SPLICED OR CORNER - m to — — m I / ATTACH w/ (4) #10 x 4" LG p N i I W ~ (3) m — 0 , x I 1 1/2" x 2 1/8" x 1 1/2" x 0.125" x W t1 0 LL � CL BEAM DEPTH CHANNEL W/ DRAWN BY 2" x 6" SMB I I 3" x 3" x 0.090" (4) #14 x 3/4" SMS INTO CROSS BEAM 1 1/2" x 21/8" x1 1/2" x 6" x 0.125" I UPRIGHT BEAM EACH SIDE 8 TP ALUM RECEIVING CHANNEL I W/ (5) #12 x 3/4" SMS EACH I 2" x 5" SMB (4) #14 x 3/4" SMS INTO UPRIGHT SIDE OF BEAM & 3/8" DIA. I DATE DRAWN (3) THRU BOLTS INTO THE POST - - 3" x 3" POST 11 /16/21 REVISION 1 - 0 - S_, S-9 ISER PANEL TO POST 4TH WALL DETAIL S_� 0 X 3 TOP RAIL CONNECTION TO SIDE WALL 3 X 3 UPRIGHT - 4 - INT BEAM TO CROSS BEAM ATTACHMENT /� SCALE: NTS A-4 A_ 4 SCALE: NTS A 4 SCALE: NTS SHEET NO: A-