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HomeMy WebLinkAboutPLANSCONTRACTOR: SANDERS SCPI�NING & REPAIR, INC. DESIGN CRITERIA: 1. The 2010 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 I -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 Categ , Paragraph 1604.5 and Table 1604.5: RiskCate o h. 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 A-0MPH VASD=108 MPH 3. Exposure Ca ego , Paragraph 1609.4.3: Exposure MONOSLOPE The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. 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. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. 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 core or polyethylene curing permitted. L 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. 6. The minimum nominal thickness of protector panels (Idckplales) shall be an industry standard of 0.024 inches. 7. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. r( WIND SPEE ' 'D EXPOSURE HAVE BEEN DETE tED USING THE ADVANCED TECHNOLOvx .:OUNCIL'S WEBSTPE AND GOOGLE EARTH. 10'-0" N O EL N O l o to x M 3X8 ELITEWOOD RAFTER BEAM WO F o UQQ U A-2 W to o (2)3X8 ELREWOOD g L) w 09 RAFTER BEAM <W 04< 3X3X0.125POST m r o N Oj 2"X6.5"XO.032" ao ao RAFTERS ® 24" D.C. 0 3X8 ELITEWOOD 3X3XO.125POST RAFTER BEAM 8'-0" A-2 10'-0" 1'-0" 1'-0" 11 3X8 ELITEWOOD RAFTER BEAM O O o rL a N N 00 O O M M A-2 10'-0" �I i' 3X3XO. 1 25POST I L 3X3XO. 1 25POST I SCANNED 4t. lu BY County ac to W Z W (7 a Z Q m W t7 0 Z 0 m 0 'Z Ui W H Z :3W i Q LL p H O a rn d o O I uo Z U J Zo Q w M '4 OLU U Z (D OZ^ � VI W LLI Y W � W Z 0 OU a =� �m W O Z n -� v) w 0�o, O n to . d�rn�U. 03/31/15 REVISION SHEET NO: A-1 i a 9 3"x rx 0.126" I I POST 3000 PSI CONCRETE I I Q: C: y Q n .• _ l Z . .1. ,i. .j' ...�..V, i Ui ••, //�/ • • " • (1) # 5 REBAR LATTICE PURLIN AT V 4" O.C. p• \\�\ TOP & BOTTOM rX2"X 0.024" PROPS$ NE PRENE WASHER IONA�EAL. \\\ ens 4 LU o I; z W Lu MIN Z 0 C 0 w z InZ z i---�12'DIAMETER-LL rX 6.5"ELRE WOOD RAFTER W W Q S 0 Lu a W/SCALLOPED END CAPS 0 p d 1n LL d B CAISSON FOOTING DETAIL A_2 SCALE: NTS ,/ S LATTICE ATTATCHMENT A-2 SCALE: NTS :2- x 0.045" PERLINS (1)#10x23/4"SMS RAFTERAT24"O.C. CAP ++ H•+ 2"x2"x 3"LONG x 1/9" THICK __ ALUM ANGLE EACH S1DE OF JOIST W/ (2) #12 SMS EACH WAY OR: 2"x2"x3"LONGxl0THICK RECEIVING CHANNEL EACH JOIST (6) # 14 x 3/4"SMS W/ (4) #12 SMS TO BEAM AND (2) ® EACH COLUMN #12 SMS TO JOIST EACH SIOE 3"x B"x 0.042"ALUM HOLLOW BEAM WITH 2 3/4" x 7718" x 14GA STEEL 2" x 612" x 0.03r BEAM INSERT(C BEAM) HOLLOW POST Em EACH SIDE OF 3" x 3°POST x 1 7/r x OBT W/#14 (aj 24"O.O J�/f �Y " ALUM ANGLE W/(1)JtBx314"SMS ALUM ANGLE x 314' AND6"FROM (EACH COLUMN CONCRETE t/ ,✓�" S"x3"x0.126' BEAM TO POST CONNECTION DETAIL A-2 SCALE: NTS C d. U �o W 2 2 j �Zg$ 5 s t � W NmLL a 0 W V Z ¢ n Z L7 0 3 E' �`' Z)Zo c ay o a 1n UJI l 2 c AG 03/31 /15 SHEET NO: A-2 CONTRACTOR: SANDERS ' :EENING & REPAIR, INC. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 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 = L50 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure D RoofTvpe 1. Roof Type: MONOSLOPE The following specifications are applicable to this pmjecL 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and 'any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. 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. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. 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. E 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. 6. The minimum nominal thickness of protectorpanels (ldckplates) shall be an industry standard of 0.024 inches: 7. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. ply WIND 5:'` --,) AND EXPOSURE HAVE BEEN E . _ AMINED USING THE ADVANCED TECHNOLOGY COUNCH,'S WEBSITE AND GOOGLE EARTH. 10'-0" V) O a in 0 I o Go X M X M 3X8 ELITEWOOD RAFTER BEAM 0 I (2)3X8 ELITEWOOD RAFTER BEAM 3X3X0.125POST r O X O 11 CC) 0 N 0 O 3X8 ELITEWOOD 3X3X0.125POST RAFTER BEAM 8'-0" A-2 10,-0" — 1'-0" \\ Ci: o- FriCON g w t0 O Z::J 0 Q: 1yI'.> Z Q�j�Z\ ' * PR .. lluintlt� PROFESSIONAL SEAL z W CONCEALED FASTENERS OR ATTACHMENTS z t,; a ARE THE RESPONSIBILITY OF THE z � o CONTRACTOR OF RECORD Z W 0 �Z W O O to Z W w¢ 9MIX O w a NQri� 1 N� 04 < 3X3X0.125POST X 2"X6.5"X0.032" OI RAFTERS 'Go Z U 0 24" O.C. -Jt R C7 3X3X0.125POST H Z Zoom 5 to 0•' t, m g g Q W A- T. O LLJ z U z nan ram Z C73=5 0 8'-0" OAM 9 SCANNED to LL, - 1'-0" BY St. Lucie Countv, THESE PLANS AND ALL PAOPOSSD WORK ARE SUBJECT TO ANY C009ECTIONS Ln o REQUIRED BY FIELD NSPECXRS THAT z z MAY BE NECESSMY IN ORM TO � OU COMPLY WITH ALL APPLICABLE CODES. Q F � m 3X8 ELITEWOOD w a c z , -�Mtnwm RAFTER BEAM O Qq o to `r O 0 t1�m�LL O N N DRAWN BY 00 i.5a - va X X T. LUCIE COUNTY DATEE DRAWI M M BUILDING DIVISION 03/31/15 REVIEWED REVISION FOR COMPLIAN 05/14/15 REVIEWED BY 8 DATE - ' / PLANS AND PERMIT SHEET NO: A-� MUST BE KEPT ON JOB R 101-0" NO INSPECTION WILL BE MADE A 1 Gp . 3"x3"x 0.72S , POST w l L � PY �_ 3000 PSI _1 C : h� I : l CONCRETE W W _ O z . o Q o� (1)#5 REBAR LATTICE PURLIN AT II II1P11R������ THRU POST #12X23/4"SMSW/ 2"X2"X 0.024" PROFES CNWlSEAL TOP & BOTTOM NEOPRENE WASHER F 6 �,.: 36�.LLI K �G Lu Lu . -�`)f f •"y .� 3"MIN z Q N O z rn z 'z I I LJ LY 6 3 i-12" DIAMETER—f 2" X 6.6"ELITE WOOD RAFTER LL G W/ SCALLOPED END CAPS cc Lu p 6 N LL NOTE: PER SPECIFICATIONS NOTE 5H OF WITHIN COALL NCRETE �- CONCREINUHALLBECOMPONENTS EMBEDDED WITHIU CONCRETE SHALL BE COATED WITH A BITUMINOUS PAINT OR EPDXY S u LATTICE ATTATCHMENT z B CAISSON FOOTING DETAIL ii-Z SCALE: Nrs s A_2 SCALE: NTS W Z u V S 2 0 -1 F- az w zoo 2"x2"x 0.046"PERUNS O W W/(1)#12x23/4"SMS V Z AQF� Q z" x fi.s" x 0.037' Z 0 3� C c< ELITE RAFTER AT24"O.C. g- a Z Eagi� 0 3 LA W "'urLL W � z END CAP H It rc In Clw LL1 Z a _ ++ __ ++ 2"x2"x3"LONGx1/e"THICK cc ;� m AL UM ANGLE EACH SIDE OF JOIST 0 U= O W/ (2) #12 SMS EACH WAY 0 U U t OR: Q = ? 2"x2"x3"LONG: 1/B"THICK (" F- CO RECEIVING CHANNEL EACH JOIST V W!(4)#12 EMS TO BEAM AND (2) W Q U Z i i (6)#14x 3/4"SMS 2 to Lu m @EACH COLUMN #12 SMS TO JOIST EACH SIDE O o co 3"x8"x 0.042"ALUM HOLLOW BEAM rn LL WITH 23/4"x 77/8"x 14GA STEEL DRAWN BY 2" x 6 72' x 0.032' BEAM INSERT(C BEAM) HOLLOW POST AG EACH SIDE OF 2"xs"x77n"x17a"xo.062" DATE DRAWN 3" x 3" POST ALUM ANGLE Wl (7) if8 x 3/4"SMS Wi #14 @ 24" D.C. 03/31 /] 5 AND 6" FROM @ EACH COLUMN CONCRETE / 3"x3"x0.72S" REVISION s-, BEAM TO POST CONNECTION DETAIL ©05/14/15 A-2 SCALE: NTS SHEET NO: A-2