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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 C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I - Screen Room: Non -Habitable, Unconditioned- Screen Room: Non -Habitable, Unconditioned Scope of Work: Does not include analysis of remaining existing structure. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 density foam, Florida Product Approval Number FL 7561-113. slab. No additional concrete footing or slab is required to nposed upon the existing slab by the proposed construction if is a minimum of 4" thick and in sound condition, free from 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 49'4 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 WEBSITE AND GOOGLE EARTH. 7'-7" EXISTING II/-3X3X0.093 J POST , 2X3GIRT e 1X2 +- 7'-2j' -` *- 7'-21" • 1X2 2X3P 2X2DJ •' 2X2DJ B ;I_- 7'-0' EXISTING SHED L �2'-0' 6'-0' --- 8'-0' - 8'-9" -F 3X2EXISTING 3X2 END 2X5SB END 0 BEAM 4TH WALL BEAM I i� 0 3'X48'X0.024' 0 I 3X2XO.050PB 1.0 DENSITY FOAM 1 EDGE BEAM COMPOSITE PANEL 2X2 END �j . BEAM A_3 3X2XO.050PB °o d 2'-0 A-3 EDGE BEAM A-3 15'-0' 0 EXISTING WOOD FRAMED CONCEALED FASTENERS OR ATTAC SNIT& e ^ SHEO- � e ARE THE RESPONSIBILITY OF THE A-3 I CONTRACTOR OF RECORD 1'-0' 18" RAISED SLAB (TYP) 2'-0' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN CAL)EA TO COMPLY WITH ALL APPLICA13LS C .X0.024' 1'-0' /-COMPOSITE PANEL 5'-0- 5'-0- 5'-0- -4 �.• • V% W Q 0' Z- N� j Z c~n 4J C` PROFESSIONAL SEAL 7-7' EXISTING 3X3XO.093 POST El 6 2XDJUJI 0 ui uni d in 2X4PB 4`• C7 Z LL 2X3GIRT ®� w C) a m Z F'� ' �I Z L5 a `n w z cI 0 Wu Ou 0 Z �' ;• t $ W Vf,''i F-u 1X2 0 16- ALUMINUM KICKPLATE(TYP) 7'-0- CZ U 0 c J l? 16 -o��j a Z o - zroeo r',�Tr COUNTY W I Jm$ 'r . iD FOR CO CE O LU m P, t. LDBY 0Z r-f� ..: iE l l Z (D 0�== PLANS AND PE, _MU /-MUST BE KEPT O �� m � W OR NO INSPECTION WILL BE BLADE. -File C" ELITE 2000 COMPOSITE PANEL(FPA:FL7561-R3) 150MPH/EXP C 3'x48'x0.024' (1.0# DENSITY FOAM) MAX SPAN: (L-q = l l'-3?' MC DATE DRAWN 10/10/17 REVISION Q 12/01/17 n SHEET NO: A-1 0 ILI CONTRACTOR: 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 C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Screen Room: Non -Habitable, Unconditioned Scope of Work: Does not include analysis of remaining existing structure. Roof Type 1. Roof Type: MONOSLO] 2. Roof Material: 3" x 48" x Florida Product Annroval Foundation required to construction if the existing slab is a minimum of 4" thick and in sound 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 -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 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 EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 7'-7' Ex3XO.09 3xX0093 POST + 7'-21' -+ ,�-- 7'_2 J' - t 1X2 2X3PB 0 2X2DJ A-2 2X2DJ 7'-0- EXISTING SHED RECIEVED OCT 2' 0 2017 Pemlitting Dept. St. Lucie County, FL 2� (� IL • �' O - cc- Q N� Z i �0 0 ��/11111111��\ PROFESSIONAL SEAL 2'-W 7'-7- EXISTING *- *- 8'-0' -�'-- 8'-0' 8'-9' * 3=0.093 POST- ❑ � f0 3X2 EXISTING 3X2 2XDJ ®.' . of O O L a i o END 2X5SMB BEAM 4TH WALL END BEAM ;, in a 2X4PB 4a . '' U- L CC 0 I 3X2XO.050PB 3'X48'X0.024' 1.0 DENSITY FOAM o I _' mT cc w W C)m .90 EDGE BEAM COMPOSITE PANEL 2X3GIRT C o w z z Ar-Z 2X2 END .1 Z W W W w w w - O u of c - BEAM _ A_3 3X2XO.050PB o •� W v~j LL H LL a^o 2'-0 A_3 EDGE BEAM 1X2 .g . _ 16' ALUMINUM KICKPLATE(TYP) Z A-3 15'-0' 7'-0' U 0 o EXISTING J I n WOOD FRAMED SHED o V-0' � c o _ A-3 so • of J N a Z o^ a 2 W yEn Wj O1 C1 - Q fA W m e n 2 , w .f1 tf1 W O U ibQNN Z C7 0q3^= o to W ',3ur'� 1'-0' X N N I N x_ 18' RAISED SLAB 171- 2'-0' V-0' N � N O w z O Q w ow Z J() Lr) I§aWd) coCa't a � ��-LLJ DRAWN BY MC DATE DRAWN 10/10/17 REVISION included On -yh's © - Sot SHEET NO: A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 1/8x 2x 2EXTRUDED " " " ANGLE 5052 H-32 ALLOY EA 1 KICK PLATE NOTES: 1. 0.024 ALUM l� • . /L i 2x2: 2"x2"x0.046" SIDE W/ (2) #14 x 3/4" SMS 2. SCREW ALL.CORNERS � y 2 x 3: 2" x 3" x 0.050" INTO UPRIGHT • • 3. 100 B -120 B WIND ZONES Q LL I- ; 2x4: 2"x4"x0.050" I USE #8x5/8"SMS @1TO.C. - l O p• J 2x5: 2"x5"x0.050" 4. 120 C -140 B WIND ZONES z. - a : w" ` W *` USE #8x518"SMS @8"O.C. _ Q O 2 OPEN BACK SECTIONS 6' " 11/4•MINCON S. 140 C -150 a WIND ZONES USE #8 5/8" SMS 6" O 1 x 2: 1" x 2" x 0.040" ANCHOF! EMBEDM2INT, �+ 6. x @ O.C. 150 C & ABOVE WIND ZONES �. • O �\ 1x3: 1" x 3" x'0.045" ; 'a` ,�' a *: ' USE #12x5/8"SMS @WO.C. i v �j �L ' ,•'�� a "� ' 7. SCREW GIRT, BOTTOM RAIL , • • • , SNAP SECTIONS • ; ;'�. •' n • . 8. & BOTH SIDES MAX KICK PLATE HT = 36" * P 2 x 2 Snap: 2" x 2" x 0.045" a • a // / ��\ 2 x 3 Snap: 2" x 3" x 0.050" SLAB / FOOTING OPTION 2: 2 x 4 Snap: 2" x 4" x 0.045" SEE PLAN e ' < ;.'� ., g • 0.040" x 1 1/8" x Tx 1 1/8" I I PROFS SIONAL SEAL INTERNAL OR EXTERNAL ! SELF MATING (SMB) SIDE VIEW - OPTION 1: ALUM RECEIVING CHANNEL 2" x 2" x 1/8" ALUM ANGLE I I W/ (3) #10 x 3/4" INTO 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" W/ (4) #10 x 5/8" EACH SIDE I I GIRT EACH FACE & (3) 2" x 5" x 0.050" x 0. 100" #10 x 3/4" INTO UPRIGHT El 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" (2) 3/8" DIA. CONCRETE I 1 0 W 2 x 8 SMB: 2" x 8" x 0.072" X 0.124" SCREW ANCHORS I 1 UPRIGHT Ld d i 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" (2 1/4" CONC. EMBED) - - - - - - - - LL! o: k Q W 1 LL MINIMUM FASTENER EDGE DISTANCE: 1/2" _ CHAIR RAIL MEMBER I I 0 W _ _ 1" x 2" BASE PLATE 2X PATIO oc u; Q cc m MINIMUM FASTENER SPACING: 3/4" ANCHORED TO CONC W/ 114' 1 va Mw coat " , 1 1 EXTRUSION W C) a ANCHOR CONCRETE SCREW ANCHOR ; 1 1/4" LLI > > W z CONCRETE SCREW ANCHOR: EMBEDMENT a :: , a:' , (MIN. EMBED) 21/gNCMpR NC c Z Z SIMPSON TITEN HD OR EQUIVALENT 6" MAX EACH SIDE OF POST . rt ; ' e 8 , I 1 ; W w SHEET METAL SCREWS (SMS): EMBEDMENT AND 24" O.C. MAX Z LJ _ _ = ITW / BUILDEX OR EQUIVALENT ; ,a< < $ Lu of LL F- LL a. SLAB /FOOTING 4 ' < • ` �. �-`� PLAN SEE FRONT VIEW Z V B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL J A-2 SCALE: NTS A_2 SCALE: NTS J a Z o o `Qa Z m op mp U Q Lu W. OI 01 N 1" x 2" O.B. FASTENED TO CORNER LL N N LLJ Z POST W/ #12 x l 11" SMS AT 6" FROM �.% Q N N TOP & BOTTOM RAILS. TYPICALLY @ Z (j '� 3 CC c 1/8" x 2" x T EXTRUDED I 1 1 24" O.C. � Z m o ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS V) LLJ .� u,i-a LL LL • • INTO DJ I 1/8" x 2" x 2" EXTRUDED ANGLE 5052 E t CORNER POST H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. 16„ CONCRETE SCREWANCHOR INTO ,4 CONCRETE WOOD: (2) #10 x IIIZ'SMSLl�NCONC#10 tAN. a' 'BEDMENT FROM GIRT & @ ITO.C.THRU x 3" WOOD SCREWS, 6"SLAB SCREW BOSSESSEE /FOOTING 2�CONC PLANCONC: 1/4"DIA. x 3" CONCRETE a u 6, ANCHOR EMBEDMENT a' y•,a SCREWANCHOR,6" " Vf Vf 1 ° ' .. a. FROM GIRT & @ 24" O.C. SLAB /FOOTING #10 x 1 1/2" INTO SEE PLAN +a 4 ; a, Z SCREW BOSS a O SIDE VIEW - - - - SIDE VIEW Q w ! }-2"� CORNER POST W/ V x T@ I Z-j V Lo Q ! (4) #14 x 3/4" SMS BACKSIDE LLJ O of -' m (1) 318"DIA. CONCRETE SCREW ANCHORS J 1 2° x 2° DJ INTO POST -, N `r I I 3/8" x LENGTH AS REQUIRED d cM (21/4" CONC. EMBED) i 2"x2"OR2"X3"HOLLOW FOR 2 1/4" EMBED CONCRETE Q aMD H d LLI � LL LL I SECT ION GIRT SCREWANCHOR INTO 1 1 CONCRETE DRAWN BY - 1" x 2" BASE PLATE V x z, ANCHORED TO CONC W/ 114' - a • : • a'• MC < ', "`�, CONCRETE SCREWANCHOR DATE DRAWN •'• o (MIN.11/4"EMBED) 4,. 1" x 2" BASE PLATE � -_ a a a & W MAX EACH SIDE OF POST AND 24" O.C. MAX < a � a 10/10/17 ANCHORED TO CONC W/ 1/4" e• + CONCRETE SCREWANCHOR_/c • 4 �? - a1 '. .. •• "• • REVISION a (MIN. 1 1/4" EMBED) < • ' • . - 4 °a• 6" MAX EACH SIDE OF POSTA. ,�+- �s° .,• au : , n. -1, ' '��6 .,, 24" O.C. MAX s"' ' ;' A• a C-1 • 6®p��rr Q _ AND . 1X2 TO HOST STRUCTURE DETAIL a • © - SCALE: NTS A-2 a% FRONT VIEW FRONT VIEW SHEET NO: DJ-1 DOOR JAMB TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL A_'L A_2 SCALE:NTS A-2--jSCALE:NTS �oLu o_'J - a • #14 x 4 7/8"SMS W/ #14 x 4 7/8" SMS W/ FLASHING ' O 1 1/2" DW NEOPRENE 1 1/2" DIA. NEOPRENE = N': �0: FACED WASHER @ 8" O.C. FACED WASHER @ 8" O.C. O ` FLASHING 3" COMPOSITE �/ �� • r �- �.,a>�q,•v; e ` «+':C`:ir PZg,„Yr �3,'°• i: y� ROOF PANEL Q G�J� .. V .... ' ' • S • �i u .•SSSS+a,. � .�'s y� 3„ COMPOSITE ROOF PANEL `z^...va:%��=.u, ` \� \ i�„•,,�y' � . ^+:�, K.`(:. '',�•�*wdx-.i:.�A . � r '+.•=tr?i'"n�`"a' i a:,Z,�a�sr?+:�*.C,"ys,�. �'• ' 3" COMPOSITE _ .,.. w .y a Cs�,�n"ry': '•'� a` _�"`J{gl 1Ty `t•*''t: � �.,,5 cs;,.. ,ei`�£•h— t�3f�s v =� x�k. ''r' ,stc�::x3e•'`•�','•' ��^s�=i-§xs`,;�s,,�j^ a ' 4 1. •. ^3� +a•t ra. "•il` n'^ 'Liti.� �'w.K f'.5, jn.;a �•gyt,4 `h , / ! PROFE 1 1 I I I 1 SIONAL SEAL . ROOF PANEL '_ i:'S„' .,....2e`a..ctawa ii'a. ;�•::s u��, ma�',�•" ,,� I .aw*t• a`!y.`+•.:?? _._... --- ""• E-GUTTER W/ #2 @12" O.C. TOP & BOT. (3 PER PANEL) 1"x 1"x 1/8"ALUM (/�/7J�� #14 x 4 7/8"SMS W/ 3" x 2 • END BEAM • EXISTING' 1 BUILDING ❑ ANGLE W/(3)#12 x 3/4" SMS EACH SIDE / 1 1/2" DIA. NEOPRENE EXISTING I FACED WASHER @ 8" O.C. BUILDING/ _,, _._ _.._ — � - FY 0 W (RUB DIA. 1 1 I V Ld d THRU BOLTS I I W x 2" x 0.050" EXISTING 1 118" x 21 /8" xl 1/8" x 0.050" ALUM RECEIVING CHANNEL I Lu CA:Q a m I I UPRIGHT OR POST I I I I SEE SHT FOR ADD'L I MEMEBER INFO. CONNECTION TO REM, IN, , r a W/ (3) #12 x 3/4" SMS EACH � BEAM & (T E P DIA SIDE BOLTS THRU BOLTS INTO THE POST � LL. 0 C7 z OC a z I 1 I I I EXISTING I -/ 2` x F' SMS tt r XiSTINi� CONNECTION : i 33 ^ I f� Lu m m O a 2 F XISTRiT 1 Ti? P.Eiv1F11N ' 3 {) ( /p��� W W W • //(/////j�� 3' x '^:" POST I — — `--L J ` =XISTIIoiL5 2' x ^" SF :S �', — — � V z � z u O u XISTING®%� , s' x 5" POST W LLA S COMPOSITE ROOF TO POST CONNECTION S-, COMP. ROOF TO POST 4TH WALL DETAIL S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL A-3 SCALE: NTS A -3 SCALE: NTS A -� SCALE: NTS z U J Vr N Z �$ a I— z s � Q ui � O Lu N N i V1 W W Z U ro <;I Z C9'"3^- o o�V = z �d� o N W NuILLL LL l EXISTING WOOD WALL EXISTING WOOD WALL 1/2".lr MIN #14 x 4 7/8" SMS W/ NEW 3' 3"x2"PB 2"x2"PB COMP. 1 1/2" DIA. NEOPRENE" ROOF FACED WASHER @ 8D.C. Vi ❑ / Lu ❑ >'".":s"" m 6f4 r'P+°..�:'iid:i.s'ie in+3+?x''s� : }?,w't'jr«x-+5i�x�. . • • .' — • • Z / EXISTING WOOy *_ • • _ _ _ _ • • a Q Z TOP PLATE =12' LLI OVF.RI IANG I AX. I" Z 0 W V Qowv E=XIST€NG:iO00 (2)1/4" x 3" LAG SCREWS 11/2"x21/8"x11/2"x3"x0.062" INTO WALL 11/2"x21/8"x11/2"x2"x0.062" (2)1/4" x 3" LAG SCREWS INTO WALL Lu U' Lu 0 ,/r N n. FRA.t'NG TO REMAIN ALUM RECEIVING CHANNEL ALUM RECEIVING CHANNEL Q 00 (. J W/ (4) #12 x 3/4" SMS EACH W/ (4) #12 x 3/4" SMS EACH d W .- LL LL SIDE INTO BEAM SIDE INTO BEAM DRAWN BY MC DATE DRAWN 10/10/17 REVISION -pile o S-3 COMP ROOF TO EXISTING WOOD FRAMED WALL DETAIL - 'Q - A-3 SCALE: NTS S-4 BEAM'TO HOST STRUCTURE ATTACHMENT DETAIL S-5 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL © - A-3 SCALE: NTS /� -3 SCALE: NTS I'1 SHEET NO: I I A-3-i