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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, Table 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 7561-113. 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. A-2 A-2 9'-8"t 1 8'-4" 10'-0" 10'-0" 170,o5z/ ST. LUC!E COLT-'Y RL-,II.DT TN -C FOR C nI TQTnV, P•EVIEiZ'E BY DATE u� PL ?VTS AI\� PERART MUST E �; WILL BE �E ONJ®B OR . 0 ASPECTIO 2X6SMB 2X3 4TH WALL 2X3 END END BEAM BEAM 3"X48"XO.024" 1.0 DENSITY FOAM COMPOSITE PANEL - 2X6SMB A -a A-2 EDGE BEAM 0 I i� 0 I �J 38'-0" 3'X48"XO.024" COMPOSITE PANEL 2X3KB W (TYP) 3X3XO.093 3X3XO.093 3X3XO.093 3X3XO.093 POST POST POST POST 0 I A-2 9'-6" 9'-6" 9'-6" 9'-6" �� v fit) i _ o ! p • rl = 0' Z � O_ 54 P�0 PROFESSIONAL SEAL 9'-0" 3X3XO.093 POST 0 t7 3X3XO.093 V4U5'91 THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED By FIELD INSPECTORS THAT '4" ai! NECESSARY IN ORDER TO -D-kIPL'f WITH ALL APPLICABLE CODES. Me Cop, ELITE 2000 COMPOSITE PANEL (FPA:FL7561-R3) 150MPH/EXP B 3'x48"xO.024' (1.0# DENSITY FOAM) MAX SPAN: (L-(L = 12'-9- 0 cc O U W fY LL O cc W W Z 3 Z W r% Z_ J H Q 0 Z N U c -Jlu J C7 � m� Z o W JgCP W 'iMM Z�� Q N N Ln3^c4 Z o�- W .`^iuF-u. U LL O ZU ZD J Q Z o M W v) a..LL MC DATE DRAWN 10/03/17 REVISION 12/01/17 SHEET NO: c s z U 7 O 0 A-1 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, Table 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 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. £ 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. All flashing and weatherproofing shall be provided by the contractor. Door location shall be determined by contractor in the field. 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. 0 I 1'-0" 3"X48"X0.024" COMPOSITE PANEL 2X3KB (TYP) A-3 3X3X0.093 3X3X0.093 3X3XO.093 3X3XO.093 POST POST POST POST 0 I 10 [QD 9•-6" 9'-6" 9'-6" 9'-6" u- A:•. Q� o oW W. Q=_ -a•c� 6 PROFESSIONAL SEAL t--- 91-0" -- t Not Included On 13 ❑ IN ccui OV ui a LU a lr am �m LL 1 0 �� OC 0co am W 2M M � Z Z W Q W LLJLJ7 07 W tt; rd Z_ J N U Z N U o J W 0 oc Zing W,LLmm Z ", in NN of Z W mul-"� U 111 O 0 0 u1 Z0 J Z J Z OC wa0OJ W co n. LL MC DATE DRAWN 10/03/17 REVISION SHEET NO: A-1 .Y ALUMINUM MEMBERS DIMENSIONS I HOLLOW SECTIONS 2 x 2: 2" x 2" x 0,046" 2x3: 2"x3"x0.050" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 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) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2x6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SUB: 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" IMINIMUM 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 x 3" x 0.093" (4)1/4" DIA. CONCRETE SCREWANCHORS (3" CONC. EMBED) i INTERNAL/EXTERNAL Y x 3" x.1/8" EXTRUDED i I /--POST BASE W/ 3/8 / DIA.'fHRU BOLTS d � .a r • Gt v o , rB 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS 3" x 0.06 RECEIVING Cl W/ #10 x 3/4" T BOTTOM AS E co _ �• o Q #14 x 4 7/8" SMS W/ a U i 0 � W a; Q O; Z= 1 4:- 1 1/2" DIA. NEOPRENE FACED WASHER @ 8" O.C. i N�•co Q Zy PROFS SIONAL SEAL COMPOSITE PANEL S COMPOSITE ROOF TO POST CONNECTION A_2 SCALE: NTS #14 x 4 7/8"SMS W/ FLASHING #14 x 4 7/8" SMS W/ 1'1/2" DIA. NEOPRENE 1 1/2" DIA. NEOPRENE 3" COMPOSITE FACED WASHER @ 8" O.C. FACED WASHER @ 8" O.C. ROOF PANEL FLASHING 3" COMPOSITE ROOF PANEL a s fi 3" COMPOSITE ROOF PANEL + 4 kYr.+ 9,. -`�'z ✓st:''P -:idy'�:M:^V •v .� �.��r.yY'}".'.,�i+['¢..,{`:)yyv?A��=�'.�- lytf�t'tdi: '.:F?3, : - .._. 4�•1l �:tal e5t•. • a _ " " 2x 3x 0.050" • �`;r,,,, x r<}• EXISTING 3" x ALUM • END BEAM • BUILDING RECEIVINGG CHANNEL #14 x 4 7/8" SMS W/ W/ #10 x 3/4" TOP AND 1 1l2" DIA. NEOPRENE EXISTING JJ BOTTOM AS END CAP 1 1/2" x 21/8" x 1 112" x 0.062" x W LONG FACED WASHER @ B" O.C. BUILDING/I 1 1/8" x 21/8" xl 1/8" x 0.050" I ALUM RECEIVING CHANNEL W/ (3) ALUM RECEIVING CHANNEL I #14 x 314" SMS EACH SIDE OF (3) 3/8" DIA W/ (3) #12 x 3/4"SMS EACH (3) 3/8" DIA BEAM & (2) 318" DIA. THRU BOLTS THRU BOLTS SIDE OF BEAM & (2) 318" DIA. THRU BOLTS INTO POST THRU BOLTS INTO THE POST 2" x 6" SMB i I (3) 316" DIA. THRU BOLT 3"x3"x I 2" x 6"SMB 0.093 POST i I I 3"x3"POST 2"xWSMEI 3" x WPOST-00 S-1 COMP. ROOF TO POST 4TH WALL DETAIL A_2 SCALE: NTS S-Z COMP. ROOF TO CORNER POST 4TH WALL DETAIL A_2 SCALE: NTS 0 OC Lu c u Ld d Lu a u a$$ LL O �� �m L, �� a W Qm 2 u LLI Lu Z Z W W ` LLI 2 C G Z Z WL" E Ou W H i Z CU 0 J Zza I- z t'0D N mm ;5 Q LIJ W , 91 CP O Q N N = Z 5 Z in W O14 S-3 COMPOSITE ROOF TO POST 0 CORNER CONNECTION A_., SCALE: NTS G File CO I- N W > Q O Q ZU =) V JLLI cy J Q2F0) 0ZoO_'(e) OCw0O—t a., 0_ (h D_ LL. MC DATE DRAWN 10/03/17 REVISION n _ SHEET NO: A--2 J (Al 0 0 3 v z 0 0 n T a z m r m 3 r 'I •, o i# 151, P' ARN�:'%� No. 46043 CA_ *� ©DD v PROJECT ADDRESS: SUNCOAST ALUMINUM ENGINEER OF RECORD rt Dm REINAGEL ENGINEERING LLC. ^� ? ��; m o �*+ STEVEN MORAGA P.E. % � STATE OF 5 0 ° 3800 MORNING DOVE CT 1363058THSTREETNORTHSUITE101 0 FL LICENSE NUMBER: 64609 i C� z PORTSTLUCIE. �'�.'•..FCOR\OP'\\� Z CJ CLEARWATER FL 33760 O O TEL (727) 532-9000 � � \ z y Z FL 34952 FAX: (727)532-9008 F uOMASCENSE P. ARNEETT, P.E. /'��ss/ ONAL FLORIDA LICENSE: CA #28841 NOT TO RF RFPROOI ICFO IN WHO[ F OR IN PART WITHOUT THE WRITTFN PFRML4.RION OF RI INMART AI 1IMINI IM FNC,INFFRING I 117.1 ©COPYRIGHT