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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 - 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-R3. Foundation Design Existing raised concrete slab. 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 or other 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 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. CONCEALED FASTENEnS O RESPONSIBILITY OFTM EtiiS ARE THE RESPONS4 CONTRACTOR of RECORD A-3 A-3 10'-0" EXISTING 2X2 2X5SMB END 4TH FALL BEAM 3"X48"XO.024" 1.0 DENSITY FOAM COMPOSITE PANEL 3X2XO.050PB EDGE BEAM A-3 20'-0" 0 I 0 I + 8'-0" Ali- I ACTURES LABLES SHOWING U FACT M-J & GC COMPUTANCE YM FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS ui rrIL INSPECTIONS ARE APPROVED 3"X48"XO.024" COMPOSITE PANEL 7'-0" Co C) ;L LLI <o:ZZ .01 Q ~ • �/ PROFE94I8NALSEAL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. Li°e� e�3 �T11 C IE�� ED FOR CO �c g-fvIENVED BY t I �:aS �n PrR]tIT MUST BE NEPT ,& i'�SFE CTIO`� WILL BE !MADE• ELITE 2000 COMPOSITE PANEL: (FPA: FL7561-R3) 150MPH/EXP B File 3"x48"xO.024" (1.0# DENSITY FOAM) MAX SPAN: q-rk = 12'-9" ❑ El o ccui O Ld a � LL Z O ° m a m cc LLI LL! z z Z Wz z Ou _ Z `U`u 1� J 2 W t; H LL Z CU J a 0 Z Z in Qu 00 Ln oC t w�' O U Z �QNn Z (D EA W M d W ❑ Z w n cC o J o �aj ug w U ,n -1 O �oaC) CC o-LLL MC DATE DRAWN 10/04/17 REVISION 0 12/01/17 SHEET NO: A-1 CONTRACTOR: East Coast Aluminum Products, Inc. DESIGN CRITERIA: 1. The 5th Edition (2014) Florida Building Codei specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part l-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 16043 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 160RC, 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- Screen Room: Non -Habitable, Unconditioned Scope of Work: Does not include•analysis of remaining existing stricture. 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 NumbdrFL 7561-113. Foundation. Design Existing raised concrete slab. No additional concrete footing orAab 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. 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 contusion 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. W ater reducing agent - ASTM C 494 v. Clean Potable water A. Other admixtures not permitted b. Metal accessories shall. conform to: 1. Reinforcing Bars = ASTM A615, grade 60 ff. 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 DETERIVM*4ED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. CV 1 O li _ co0 UJI F- a::Q— o ¢ 0 : Nam.. Z PROFESSIONAL SEAL cc Li a EXISTING 0 Wa' a �2X5SMBG 2X2 3X3XO.D93 4TH WALL END. POST LL (D $ Z 4 BEAM I O * •• OC 0m Qm LU OC $- n n n - r W c2 a2' 3 X48 X0.024 0 2X3PB Z z W r� W A-3 1.0 DENSITY FOAM I W i z COMPOSITE PANEL Z '� _ 2X2GIRT w t' LL (�) - to 3X2XO.050PB' $ o '�n EDGE BEAM A'3 -I 1X2(TYP) Z U F4 J y 7'-0" Z o $ Vf R �R§a m 20'-0" z Z Vr r, ?ern lv :3 Zg 1'-6" to LU P u 3"X48"XO.024" COMPOSITE PANEL ❑ Z 1X2 2X3PB_ 2X3PB 2X3PB 2X2 Ln n Cc0 e. O A-2 A-2 1X2 2X3GIRT d Q (TYP) (TYP) IN a't _ zCDwrn a ..:._ :. 5_ x. .: Don EXISTING RAISED a o o L LL CONCRETE SLAB 16" ALUMINUM7 DRAWN BY KICKPLATE(TYP) L MC A-2 A-2 DATE DRAWN 5'-0 5'-0" 5'-0" 5'-0" 10/04/17 ISION Not Included ®n'T e - SHEET NO: Xs 1 ALUNIINUM MEMBERS DIMNSIONS 1/8"x 2" x 2" EXTRUDED HOLLOW SECTIONS I KICK PLATE NOTES: 2 x 2: 2".x 2" x 0.0" ANGLE 5052 H-32 ALLOY EA SIDE W! (2) #14 x 3/4" SMS 2. SCREW ALL CORNERS •• . ••• � i P, 2 x 3: 2" X 3" x 0.05500" 2 4: 2" 4". 0.050" INTO UPRIGHT • • 3. 100 B -120 B WIND ZONES ,�LL L : y x X x I USE #8 x 518•' SMS @ 12" O.C. = , 2x5: 2"x5"x0.050" 4. 120 C -140 B WIND ZONES = a: 0, W �: Q OPEN BACK SECTIONS '•' +ra M rtco °c 5. USE#8x5/8"SMS@6"O.C. 140 C -150 B WIND ZONES — — �(j) F- ¢ O ' Z I x 2: 1" x 2" x 0.040" A� • .' - HOFTEMeEOMrn,, L—a °'E•, USE #8 x 5/B" SMS @6" O.C. Ix3: 1"x3"x0.045" ° n ' .e •c • '•d a • 6. 15D C & ABOVE WIND ZONES USE#12x518"SMS@6"O.C. i �/ '•. �� • 7. SCREW GIRT, BOTTOM RAIL �j QL, • ��� SNAP SECTIONS a. a, p . : 'a'". ' & BOTH SIDES // 'i ' !•• • • • • • • •• \ 2 x 2 Snap: 2" x 2" x 0.045" „ # ° p `4 8. MAX KICK PLATE HT= 36" / `� \\\ R \ 2 x 3 Snap: T' x 3" x 0.050" a SLAB FOOTING < a s + I OPTION2 � I I I I111\\\ 2 x 4 Snap: 2" x 4" x 0.045" SEE PLAN < • a -- v PROFESSIONAL 1 SEAL i SELF MATING (SNIB) SIDE VIEW OPTION 1: INTERNAL ORxEXTERINAL ALUM RECENING CHANNEL 1 \\\ 2x5SMB:2'.x4"x0.050"x0.100" 2" x 2" x 118" ALUM ANGLE \ I 2 x 5 SMB: 2" x S' x 0.050" x 0,100" W! (4) #1 D x 5/8" EACH SIDE GIRTEtOx3l4••INTO GIRT EACH:FACE 8 (3)' \❑ � , 2 x 6 SUB: 2" x 6" x 0.050" x 0.120" I #10 x 3/4" INTO UPRIGHT Q 1 2 x 7 SMB: 2" x 7" x 0.05T' x 0.12'0" '(2) 31W DIA. CONCRETE — —_ — — — — — — — iii 1 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" SCREW ANCHORS I_ UPRIGHT I I 0 a 2 x9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SUB: 2"'x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) — — — — I — — — — W Lu MIIdIMUM FASTENER EDGE DISTANCE: 12° I V x P" BASE PLATE CHAIR RAIL MEMBER I I I LL O Q Z v Q W. MINIMUM FASTENER SPACING: 314" — — a ANCHORED TO CONC W! 11#' 2X PATIO I I fi W 0 m m 11K• MIN CONC o ANCHOR 4' ti ' CONCRETE SCREW ANCHOR - EXTRUSION W O. CONCRETE SCREW ANCHOR. EMemMQJT (MIN. 1 114" EMBED) "gNCHogNO ' LL Z z z SM&SON TITEN HD OR EQUIVALENT v 4 a. ° 6"MAX EACH SIDE OF POST EM9E�MENT •t 8 AND 24" O.C. MAX I I uJ'n z SHEET METAL SCREWS (SMS):, w w p ITW / BUILDEX OR EQUIVALENT " 2 . a Z Lu _ H.y o s a . SLAB I FOOTING s "' a ' 4• o, ; r SEE PLAN D FRONT VIEW zV� B C o 2 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS A-2 SCALE: NTS J • 1"x 2" O.B. FASTENED TO CORNER Q W "91 9 Q LJJ N m POSTW!#12x11/2"SMSAT6'FROM V Z �afnn TOP & BOTTOM RAILS. TYPICALLY @ Z to 24" O.C. Z e M h Lu f l r� LL llb" x 2" x 2" EXTRUDED ANGLE 5052 CORNER POST H-32 ALLOY EA CORNER W! (2) #14 x 2" SMS INTO POST & (1) 31W DIA. 6" CONCRETESCREWANCHOR INTO CONCRETE WOOD: j #10 x 3" WOOD SCREWS, 6" (2) #10 x 1 1/T$MS — FROM GIRT'& @ 12"O.C. THRU SCREW BOSSES — p CONC: 2I M CONC Z ' 1/4" DIA. x 3" CONCRETE R ° e. ANCHOR EMBEDMENT n SCREW ANCHOR, 6 'T n N FROM GIRT & @ 24" O.C. SLAB / FOOTING °• (4) #10 x 1 10INTO SEE PLAN . °s 4 a, � 0 scREweoss O O SIDE VIEW Q CORNER POST W/ 1"x 2" @ Lu,tom', (4) #14 x 3/4" SMS BACKSIDE ; Z CD INTO POST ui O � W Obi 3/8" x LENGTH AS REQUIRED 1 o CL crj 2"x2"OR2"XWHOLLOW FOR 2 1W EMBED CONCRETE 1 SECTION GIRT I SCREW ANCHOR INTO CL 17 LL LL CONCRETE DRAWN BY _ 1" x 2" BASE PLATE 1"x T ANCHORED TO CONC W! 1/ 1f ; oa.• : • °o• M C CONCRETESCREWANCHOR DATE DRAWN (MIN,'1 1/4" EMBED) &' MAX EACH SIDE OF POST AND 24" O.C. MAX ° e Is° 10/04/17 REVISION r+-1 © _ 1X2 TO HOST STRUCTURE DETAIL a-2 SCALE NTS ° • ., $ •..d 4 FIIe C®py 3 o - FRONT VIEW SHEET NO: CP-1 CORNER POSTTO CONCRETE. DETAIL A-2 SCALE: NTS A-2 rr v U_ #14x47/B"SMSW/ AA 0Ow11/2" DIA. NEOPRENE 03 1— 0 . Z kr- FACED WASHER @8"O.C. QOO`FLASHING ` N a %e?`-••'•.•�2-'•' y.�-.`�,"":�' r. Yi,•...... r==4i`•r.-4r4�''�'^.�I.N:k'?` 3" COMPOSITE ROOF PANEL �O -V // (i' ... .•�O� `�� �z:�.tr� ,.;r.'X wee.. ;e.. / •( P,` � g Ida �RAl. 3" COMPOSITE ROOF PANEL mc E GUTTER W/#2 @1T O.C. 1"x 1"x 1/e"ALUM ❑ TOP & BOT. (3 PER PANEL) ANGLE W! (3) #12 #14 x 4 718"SMS W/ ❑ I 1 1/2"DIA NEOPRENE x 3/4" SMS EACH SIDE I EXISTING 0 LJ (2)1/4" DIA. I I FACED WASHER @ 8" O.C. BUILDING 0 ui a THRU BOLTS i i 3" x.2 x 0.050 EXISTING �- m r I I UPRIGHT OR POST CONNECTION t I I TO REMAI IN e�.� LL (D z SEE BHT FOR ADD'L I Q I= .Q MEMEBER INFO. EXISTING I � 0 m Q I I 2" x' SMB LU d NJ zz �z EXISTING l — Z z W W 3"r3"POST I _ W LU S COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS #14 x 4 7/8" SMS W/ 1 1/2" DIA. NEOPRENE - FACED WASHER @ 8" O.C. 3" COMPOSITE ROOF PANEL r'Y yt}�T}i•'�•"..'.e-,CT:.rt�y i,�C•��a�5�� s1~3,ah'���. �q:^'a xr "k�1ri� pHW')��y^{Y�rJR.� A�ie: �•�''S 3"x7' • rEXENDBEAMrur_ i1 ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH ' SIDE OF BEAM & (2) 3/8" DIA. THRU BOLTS INTO THE POST EXISTING CONNECTION TO REAV,;N I EXISTING 2"x5-SM5 �1 EXISTING-, — — 3"x3"POST S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL A-3 SCALE: NTS S-1 COMP. ROOF TO POST 0 4TH WALL DETAIL A-3 SCALE: NTS EXISTING I PANEL #10 x 2" SMS AT 12" O.C. Y #10 x 3/4" SMS W/NEOPRENE WASHER AT 12" O.C. l0x314"SMS, 2' O.C. x 0.040" EXTRUDED ?CENER CHANNEL .S'3 COMPOSITE ROOF TO EXISTING ROOF ASUMEE NT ZC V c G ~ i ' 1 i f- Znom 8 W Q jScp LU g z ! O u Z 2 o 03 c :3 z rnwm a ' s w z N 0- W/ 0 Y- ❑ ❑ 0 Q b �ULo ZaIty OTC �aaco CL 0 � %i u- DRAWN BY MG DATE DRAWN' 10/04/17 File dl��v- - 5HEET NO: A-3