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HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: Veterans Screen & Aluminum, LLC 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 ADM1 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: Vm.T = 150 MPH, Nominal Design Wind Speed: Vasa =116 MPH. 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Screen Room: 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-R5. Foundation Design Existing 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 edge and in sound condition, free from structural cracking, spilling, 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 T5 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 ASTb4 B633, or coated stai_nless.steel.series "300", or uncoated - stainless steelser-ies-4400". 5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 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 iii. Air entraining +/- 1% - ASTM C 260 iv. Water reducing agent - ASTNI C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTVI 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. 8. 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. -1 S- A-3 1 X3- 2X3X0.045 FLAT END BEAM 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL 2X3XO.045 FLAT S EDGE BEAM A-3 2XDJ 2X3X0.070 2X3GIRT (TyP) 1X3(TYP) 7'-6" 3"X48"X0.024" 1.0# DENSITY FOAM COMPOSITE PANEL 1X3 2X3 2X3 (2)2X3 XO.070 X0.070 XO.045 C-1 2X3 ip I 16" ALUMINUM KICKPLATE GIRT A-z (Typ)L-+ J (TYPICAL) V1X3 (TYP) B A-2 4'-6" 4'-6" 4'-6" ���% 4% �. p. LLI to i( I1J : U Q 0e j p 0 ��•: !y • Z .�•• •'�� '/Oiy •••....••••••0 VAN %q UJ W W W Z cn Z LU in W Z ,J Z QZ 4. H to Q V W J W O = a 0 OVA10 Z ZZF WW z ( ^`Sp en to W 5 N -� G(D N 7 Z �Mm�; W Q W'2!ns s ® Z'EFQr Z ©Z� m W W o LL' o LL to W to W Of Q � C) z Q Q Q U �(=)WN FILEC®P� --Wz +m�rn ��r-o-J a ototLLL TP DATE DRAWN RE��IE E® FOR 08/26/21 CC E)E COMPLIANCE 1 REVISION - S% LCIE C0�1 TY BOCC 0 _ 4 - SHEET NO: C' A-1 B a ram, ALUMINUM MEMBERS DEVIENSIONS KICK PLATE NOTES: \\\\\�.� .•...•�/�� // HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 1. 0.024 ALUM `\ . •' • • // 2 x 3: 2" x 3" x 0.050" 2. SCREW ALL CORNERS ' M ' •' i 2 X 4: 2" x 4" X 0.050" 3. 100 B - 120 B WIND ZONES i 2x5: 2"x5"x0.050" USE 98 x 5/8" SMS 12" O.C. ;' �� d O 4. 120 C - 140 B WIND ZONES O OPEN BACK SECTIONS USE #8 x 5/8" SMS @ 8" O.C. LLI (fl 5. 140 C - 150 B WIND ZONES �' W N O 1x2: 1"x2"x0.040" USE #8 x 5/8" SMS @ 6" O.C. N .:� '& ABOVE WIND ZONES j > Q V: 2" x UPRIGHT USE #12 x 5!8" SMS @ 6" O.C. Z SNAP SECTIONS SEE PLAN ( ) 7. SCREWGIRT, BOTTOM RAIL ��O•�•.��• & BOTH SIDES •' 2 x 2 Snap: 2" x 2" x 0.045" P / 'r 8. MAX KICK PLATE HT = 36" // ��I���,,,"„ ••• \\ 2 x 3 Snap: 2" x 3" x 0.0" FRONT (LO BEARING) *11� ,,,����\ 2 x 4 Snap: 2" x 4" x 0.04545" (4) #10 x 2" SMS INTO II IIFOR SAD CENTER POTS SCREW ADD 2" x 2" x 1/8" ALUM ANGLE II II SELF MATING (S11'IB) OF RIGHT II II EACH SIDE OF UPRIGHT 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" CONTINUOUS (4) #14 x V SMS INTO2x5SMB: 2" x 5" x 0.050"x 0.100" 1" x 3" OPEN BACK UPRIGHT AND (1) CW1DIA x EMBED, fI II W W W f1 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" CONCRETE SCREW ANCHOR CO E II II Z 2x7SMB: 2" x 7" x 0.057"x 0.120" I CHAIR RAIL MEMBER 0 � 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" II Z to - - - - - - - - - - - - - - - - 2x9SMB: 2" x 9" x 0.072"x 0.124" 2 - - --- -- -- -- - ---- ° `' ' e I - --- All II W x 10 SMB : 2" x 10" x 0.092" x 0.398" `• d e • m. a •: • e' ° n. 'im J Q Q . qp. m d' b e •' l m e' • - (4) #10 x 1 1/2" SMS INTO Z Z MINIMUM FASTENER EDGE DISTANCE: 112" MINIMUM FASTENER SPACING: 3/4" 4 '� •9P + e e . ,' 3", SLAB'/ �OOTIN� •' •e , • b •• ° ° j SCREW BOSSES OF CHAIR RAIL AND BLIND SCREWED O t1 Z SEE RLAN, m ' e _ < ' _ II II INTO SCREW BOSS OF Q LY CONCRETE SCREW ANCHOR: , UPRIGHT II II � J SIlVIPSON TITEN HD OR EQUIVALENT 1/4" x 21/4" CONCRETE SCREW ANCHOR 3" FROM O SHEET METAL SCREWS (SMS): UPRIGHT & @ 24" O.C. ITW / BUILDEX OR EQUIVALENT (MIN 1 1/4" EMBEDMENT) II II d I UPRIGHT NOTE: n CONTRACTOR TO VERIFY ALL HIDDEN FASTENERS HAVE BEEN V 1 z INSTALLED PER B UPRIGHT TO CONCRETE DETAIL Z N Z THE ATTACHED DETAILS AND PER C CHAIR RAIL TO UPRIGHT DETAIL . r m _ MANUFACTURER'S SPECIFICATIONS. A-•] SCALE: NTS G n-� SCALE: NTS (7 n u a q /`� �\ FILE z r`ul r°ri n ^ pse Q =a"'P - a/®PV W - - - - - - - - - - - - - - - Q W zr. u1 ❑ Z g~~ REVIEWED FOR Z " $ o 1" x 3" O.B. FASTENED TO CORNER C E C® �'LIANCE ° W POST W/ #12 x 1 1/2"SMS AT 3" FROM TOP &BOTTOM RAILS. TYPICALLY @ LL 24" O.C. I II I V 1. LUCIE C®UNN 8 CC DOUBLE 2" T CONER P CORSEE I � III I� (Z) #10 x 1 1 /2" SMS G �V PLANER THRU SCREW BOSSES T I I I 2" x UPRIGHT l WOOD: - - (SEE PLAN) I I 1/4" DI A. x 3" WOOD SCREWS, � ` 1! • "-' I 3" FROM GIRT & @ 12" O.C. m• n , .. (2) #10 x 4" SMS I �LI N 1/4O" DIA. x 3" CONCRETE °6. .4 THRU SCREW BOSSES I > SCREW ANCHOR, 3" md' m : (2) #10 x 2" SMS INTO I UPRIGHT SCREW BOSS � Q I I FROM GIRT & @ 24" O.C. SLAB / FSQTINGA : <, DOUBLE 2" x UPRIGHT 2" 2" CONTINUOUS OF UPRIGHT I PRE -HUNG I ❑ Z (4) #10 x 1 1/7' INTO SEE PLAN _ _ CORNER POST 1" x 3" OPEN BACK DOOR JAMB SCREW BOSS SIDE VIEW (SEE PLAN I I' II Ili I I / - _ - - V (4) #10 x 2" SMS INTO , BOSS I __ - _ _ - - _ _ / �+ H U W I I - - - - - SCREW CONTINUOUS OF UPRIGHT I III II III I --- -- - --' , $ - I • '. ' e . • a N W Z�0 m 3" OPEN BACK EACH UPRIGHT , I m A ++. ed 0 0 fro 9I I dm. e I CHAIR RAIL MEMBER I I a. •o •° 'Oe o e SLAB'! FOOTING . ° • • ". 3', < .e � O v ... d In O LL DRAWN BY SEE PLAN'•��o'e°-°'° -0 ---- - -- ° $ 4 °a • 1/4" x 21/4" CONCRETE TP DATE DRAWN .v 'm a d°: °• 'm. .. ,, SCREW ANCHOR 3"FROM e m ' UPRIGHT & @ 24" O.C. 08/26/21 I I ° • 3': ,•m SLAB-/ FOOTING • , , a e,• a (MIN 1 1/4" EMBEDMENT) REVISION ° SEE PLAN, s " FRONT VIEW 1/4" x 2114" CONCRETE © - SCREW ANCHOR 6" FROM UPRIGHT & @ 24" O.C. - 1X3 TO HOST STRUCTURE DETAIL MIN 1 1/4" EMBEDMENT - ZL a - SCALE: NTS A-2 CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-2 DOOR LOCATION DETAIL SHEET NO: SCALE: NTS A-2 SCALE: NTS - A-2 zv > (96P j Z O O a; : LU (D W oC .: G �L ••• Z '�i���/,'� '• ' .. . • QUO,,, * REVIEWED FOR CODE COMPLIANCE SY. LUCIE COUNTY BOCC FILE COPY FOR: 3" x 48" x 0.024" PANEL FASTENERS CAN BE SPACED AT 6" O.C. EXISTING #14 SMS x 1" MIN. LONGER HOST ALL #14 x 4" SMS W/ THAN PANEL W/ 1 1/2" DIA. EXISTING 1 1/2" DIA. NEOPRENE 3" COMPOSITE EOPRENE FACED WASHER HOST WALL FACED WASHER @ 4" O.C. PANEL 2" O.C. ALONG LENGTH �VI81-1-END BEAMS 0. <ti 3" x 0.062" EXTRUDED RECEIVER 2" x 3" x 0.045" / n;. s`S;;'a,� g�{•' w;•>+'. J .,K„f rG e ri. .. y-.-,• `t::� is .,..?� "+,. F;e' CHANNEL W/ #14 x 3/4" SMS FLAT END BEAM / / ,;;�•`��''y > vt4;• _+'�?:i✓�r ;r� v;'W,. +: ;<�t W/ 1 1/2" DIA. NEO-WASHER ' -,+yt,1{1.4.. � q4i' `I._DN`7!:�. .ptj%�„ry, .4� . ':• ^`� a .:.. le,,.Ya� v :` ;III; i)•.'F:: ;��'..W�`� .c: .•`�rxe ?;!'.i._ i%`.i';: �"•'� �A @ bu 3" x 0.062" ALUM rFG`.�c i,q-iiS;�''ti CHANNEL 1^�" c>�• ,re{> �<tda; �i. Ya,: ,��;�,� RECEIVING ' ``y: ^ems+. W/#10x 3/4" TOP AND BOTTOM AS END CAP 3" COMPOSITE . p: °r:Y ... Ir .•, i,y? `'. } ' a"'^':.r'. YI+•, s t :" Y. • L i"^f r� _ _ _ _ 2" x 3" PANEL `l`r+'v!+;j,nv°If'f •.N;•i• { ;k t...I.,�; aacwt „s1;- w,r r.as,t .r; i.vxgS f•�) t �W>*;i i Y-(•.i'4° e. `+i, , 4 `iY%tti 'r' 7� r•S`,.�J A: / FLAT 2" x 3" FLAT TOP RAIL - NO END BEAM I�:'`w+` vr:w g.,,�ti,yi'`'�':1i`v�t^:'. � . , 3 ;=.:+• � �ly!.�:+''e:9.-�^�s "'''' `'•*iig:'=%` "'' 2 #10 x Z'SMS INTO SCREW BOSS ANGLE REQUIRED UNLESS OF END BEAM SPLICED OR CORNER - �{ ATTACH w/ (4) #10 x 4" LG I I TOP RAIL W/ 8� I #14 x 3/4" SELF -TAPPING 8 ppp I (4) #10 x 4" SMS I I I 3" COMPOSITE SCREW @ 6" O.C. ROOF PANEL / 1" x 3" O.B. FASTENED TO HOST W/ I I / 2" x 3" PB 1 INTO POST �' I II8 / WOOD: III UPRIGHT I 1!4" DIA. x 3" LAG SCREWS, 3" I I CONCRETE: FROM GIRT & @ 12" O.C. / (1) 1/4" DIA. x 21/4" SCREW TYPE MASONRY / / CONC: 1/4" DIA. x 3" CONCRETE I I ANCHOR @ 1W D.C. SCREWANCHOR O.C. FRONT WALL END WALL FROM GIRT @ 24" (1) 1/4" DIA. x 3" LAG SCREWS @ 12" O.C. rS X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT S—, COMPOSITE PANEL TO HOST CONNECTION DETAIL' A-� SCALE: NTS n-� SCALE: NTS 1 S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL q -q SCALE NTS � L W Li W p Z M Z W J i= z Q Z O N Q W W J LL O 0 = V Z w a L_ w (D m ~ W 5 Z HM Y Q W za`a Q W z�mm W s r� Z�� 0 z v' m J W LL o o W of o 0 Z Q I- 0 W (V —Wi Zm° rn 0 CD w M d Lo U- U- DRAWN BY TP DATE DRAWN 08/26/21 REVISION SHEET NO: A-3 c� N 0