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HomeMy WebLinkAboutREVISION. i OFFICE USE ONLY: DATE FILED: J V. � to. REVISION FEE: 1. LOCATION/SITE ADDRESS: 01 3. 4. 5. PERMIT # psi i- oaa 7 RECEIPT # BY St. Lucie Count PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISIONAVEN UN (772) 462 1 53 FAX (772) 62- 78 t v I V N FORT PIERCE, FL 34982-56 APPLICATION APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 1 CITY: PHONE (DAY IME): '7 y OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMA NAME: ADDRESS: CITY: PHONE (DAYTIME): Revised 07/22/2014 :j F:%jD; COUNTY CERT. #: FAX: ZIP: V ,?Z ZIP: / FAX: ,1 `7 �1— CONTRACTOR: TRI-COUNTY ALUMINUM, INC. WIND SPEED AND EXPOSURE HAVE r a DEIBEEN DETERMINED USING THE ADVANCED GN CRITERIA' TECHNOLOGY COUNCIL'S WEBSITE •. Apable Codes, Regulations, and Standards AND GOOGLE EARTH. GP plicvv 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 6� pp 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the - W Aluminum Design Manual prepared by The Aluminum Association, Inc. - Z : U * �► - Washington, D.C., 2005 Edition I'V S100 Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: ■ /�j� °••°°• ••••� \ Risk Category 1. Q V� 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind 3X3XP 10ST 25 2XSSMB� S_2 PR 1 ` �� F Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: A-2 END BEAM A-2 PftOFESS�ONAI I SEAL \ a V ULT =150 MPH, VASD = 116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B n 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1 -Carport: Non -Habitable, Unconditioned I 2X5SMB I LU Cu) 41H WALL Z LLI Roof Type 1. Roof Type: MONOSLOPE 3X3XO.125 W Q 2. Roof Material: 3" x 12" 0.032" Town &.Country Industries Riser Panel, p057 2XBSIAB S-7 I J LT Florida Product Approval Number FL 17638 CROSS BEAM A-3 I T Q 111 I 0 ui LA Foundation Design j z••-' (�: �u\{1M" O w w Existing concrete slab. No additional concrete footing or slab is required to resist S t �+_„- }dc 6++ rn Z z the loads imposed upon the existing slab by the proposed construction if the A-2 1 a `1� );::. iy n;p 4Ce1.Ay LL W Q existing slab is a minimum of 4" thick and in sound condition, free from 'a� 1't r� "•ss-� W structural cracking, spalling, or other deterioration 2%55MB FF�,y }1:ab "' F v °a o EDGE BEAM 2X65MB < L1 d !n a Specifications I a I(NT;EAM TYPI z The following specifications are applicable to this project: M SCANNED v L All work shall be in accordance with the 5th Edition (2014) Florida Building Code, ®`, c and any other applicable local bodes and regulations. 3%3%0.125 O1` 2 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no POST , 2X8SM6 St. Lucie County v manufacturer substitution is acceptable without the specific written, signed and i `CROSS BEAM sealed authorization of Suncoast Aluminum Engineering, LLC. I ` I z n' 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material S-1 U must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better H a zinc plated to ASTM B633, or stainless steel series "300". I J Ur' x ' 3 5. All Self Mating Beam Sections we to be stitched with either # 14 screws 6" from 2X55MB " 2X5SM3 Q ,- m w z z �INT BEAM _ ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 'X1 0.03 ' BEAMA`-11'_0• F z D I v1 �Dmoo 6. Where concrete specifications are required, whether in the screen enclosure scope or RISER PAN yt55M �` �` Q LU w } m m w not, by one or more regulatory agency, the following specifications are applicable: I I LU r m ^ tr RIDGE BEAM O J 3 a. Concrete shall conform to ASTM C94 for the following components: U Z m a9 A rc i. Portland Cement Type I,- ASTM C 150 3X3xO.125 S_4 0.03 o Z U m ^-= o n POST RISER PAN 3X3X0.125 in a .... z ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 I i i I � Z m w o 2X5SMB A-3 I - 2XSSIAB POST I t/I LU .�., i� r ,� a iii. Air entraining+/- 1%- ASTM C 260 i_—END BEAM\ _ 1 _ EDGE BEAM —'Ik w iv -Water reducing agent - ASTM C 494 v. Clean Potable water i vi. Other admixtures not permitted z b. Metal accessories shall conform to: S-6 i. Reinforcing Bars - ASTM A615, grade 60 A-3 ii. Welded wire fabric - ASTM At 85 0 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after botching is not permitted. - W w Z d. Prepare and place concrete per American Concrete Institute Manual of 1_0. 1'-0' CC Q w a • Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. Z C. e. Moist cure or polyethylene curing permitted. Q - f. Prior to placing concrete, treat the entire subsurface area for termites in w K w z compliance with the FBC. S-5 U w H U E g. Concrete shall be placed over a polyethylene vapor barrier. 2X3 2X3U A-3 BRACEKNE ( ) LU w W m h. All aluminum components embedded within concrete shall be coated with a O 9 W a bituminous paint or epoxy. / ` /_ 0 �i w 7. All flashing and weatherproofing shall be provided by the contractor. J d Of 'N'r t+ t_,+- 8. Door location shall be determined by contractor in the field 01 V3X3XO.125 3%3XO.125-/ 3X3XO.125 ST. LUCIE COUNTY -DRAWN BY 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design POST POST POST BUILDING DIVISION and engineering fee. REVIEWED AG FOR CO �LIANCE DATE DRAWN " REVIEWED BY v L 10/22/15 DATE REVISION F PLANS AND P • MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE A-z Qi 04/06/16 © _ NO: 12'-0' 12'-0' ejS'1H®EET DESIGN CRITERIA: WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED Applicable Codes, Regulations, and Standards AND GOOGLE EARTH. 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 16093.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vm.T =150 MPH, Vn m —116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure BB 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Carport: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" 0.032" Town & Country Industries Riser Panel, Florida Product Approval Number FL 17638 Foundation Design Existing 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 structural craddug, spalling, or other deterioration. Specifications The following specifications are applicable to this pioject: 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 most be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". 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" mart - 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. fi 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. S. 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. 11'-0 0 in 3X3XO.125 I POST THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RtFQUIRED BY FIELD IPISPLCTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYWITH ALL APPLICABLE CODES. r 6'-0' —r 6'-0` —T CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 3X3XO.125 POST 'a i 3X3XO.125 POST V I 3X3XO.125 POST v 3X3XO.125 POST 1l'—O' �M- C) 4u0 DO _ to Z N �S •.... p���p\ / PROFE9916114i1SEAL \ C w w Z_ ui 0 a Z Q 'L (D S Q Q O O z yr u to Z Z J 0 m O w � Q. to LL N LU ZQ l ❑ Z Z I= N J(' �1 - D LJJ Wp0W rn W Nam / J / oC OC rN[t�LL ST. LUCIE COUNTY DRAWN BY UILDING DIVI1410N REVIEWED AG OR CO/ No DATE DRAWI D BY---I� U S 7MUST 10/22/15 PLANS AND PERMIT REVISION BE KEPT ON JOB OR SPECTION WILL BE MADE 8 ST2uL�d°°� GwL? SHEET NO: A-1 . 'L ID III ALUNIINUM MEMBERS DIMENSIONS " ./ / / / WORK HOLLOWSECTIONS 2 x 2: 2" x 2" x 0.046" (HESE PLANS AND ALL PROPOSED TO ANY CORRECTIONS ' 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x 0.050" ARE SUBJECT REQUIRED BY FIELD IDIo?ECTORS THAT TO p�•' (4)#14x3/4'SCED 6 °A 2x5: 2"x5"x 0.050" „1AY BE NECESSARY IN ORDER WITH AL. EOPRENE FACED �C WASHER EA. PANEL Q : y t�0 - COMPLY _ �:W 1 OPENBACKSECTIONS - - Ix2: 1"x2"x 0.040" i Z Aye •�� 1 x3: 1"x3"x 0.045"?��. _ _ _ _ SNAP SECTIONS 3'x 3'x0.72s �'•. �j/'� '°°'°•' 2 x2 Snap: 2"x 2"x 0.045" I POST 4RISER� ---- \� 2 x3 Snap: 2"x3"x 0.050" \\\ 2x4 Sna 2"x4"x 0.045" p" • PROFE ����I11� S�ONAL SEAL I 111SELF I I MATING (SMB) (2) 3/8' DIA. CONCRETE 2 x 4 SMB: 2" x 4" x 0.044" x OAW SCREWANCHORS CONC.EMBED) 3/8' DIA • O(3' W2 x 5 SMB: 2"x 5" x 0.050" x 0.100' 3'x3'xl/8'EXTRUDED W2x 6SMB: 2"x 6"x 0.050"x 0.120" POST BASE W/(2)31B'• Z W 2x 7 SUB: 2"111 T'x 0.057"x 0.120" DIA. THRU BOLTS • �. 2 x 8 SMB: 2"x8"x 0.072"x O.124'• 2'x 5'SMB - mo 2x9SMB:2"x9"x 0.072"x O.124" •' • W 2x 10 SMB: 2"x 10"x 0.092"x 0.398" 3'x 3'x0o M NnYIUM FASTENER EDGE DISTANCE: I2" .. ° " d <` .' 2• x B• SMB CROSS BEAM C ZO O z MINIMUM FASTENER SPACING: 3/4" " N ° • tt2'x21/e'xi1/2'x 0.062'xT LONG N z S2 CONCRETE SCREW ANCHOR: . - 4 ` • ' ALUM RECEIVING CHASIDENNEL W/ (6) W W ¢o SIMPSON TITER HD ORE UNALENT Q BEEAM 84(4) 3/8' DIA THRU BOLTS O W ¢ ; SHEET METAL SCREWS(SMS): INTO POST d N O ITW / BUILDEX OR EQUIVALENT i 3"POSTTO CONCRETE CONNECTION DETAIL W"x SCALE:NTS S ISER PAN ROOF TO POST CONNECTION A_2 G SCALE:NTS � C GC CONCEALED FASTENERS OR ATTACHMENTS OF THE J ARE THE RESPONSIBILITY N CONTRACTOR OF RECORD ¢zoo W¢ AA Lu o m Lu Z (D ^3^^ o - 4 #14x 3/4'SMS W/ O 'NEOPRENEFACED WASHER EA. PANEL FLASHING (4)#14x3/4'SMSW/ NEOPRENE FACED WASHER EA. PANEL - FLASHING (4)#14x3/NEFACE/ NEOPRENE FACED WASHER EA. PANEL 3' RISER PANEL z mW_ (o W tiurLL W RISER PANEL T RISER PANEL I --.--._—. I I • --- • Lu W W � ---- • EXISTING TxS I • EXISTING • TXF I SMB Z • I BUILDING BMB I BUILDING • of • 1- V W U • I o I I I• --- W WpDof 04 • I I I I I --� ❑LUav I ------ Tx5'SMB O fA M I CL= I 3'x 3'x 0.125' 112•x21/8'x172'x5'xO.062'ALUM LO U- LL • POST RECEIVING CHANNEL W/(4) DRAWN BY AG — I I — — I 2' x S SMB t12'x21/8'x112'xSxO.OfiT I 1 ALUM RECEIVING CHANNEL I #14x314'EMSEACHSIDE OF I BEAM 8 2) 3/8' DIA THRU BOLTS 'SMSEACH INTO POST 2' z B' SMB CROSS BEAM -- I �� SIDE BEAM 8 (2) 3B' DIA SIOE BOLTS THRU BOLTS INTO THE POST -- (2) yg• plA, DATE DRAWN 1 12' x 21/8' x I I W x 0.062"x 8' LONG THRU BOLTS 10122/15 ALUM RECEIVING CHANNEL W/ (6) #14 x 314" EMS EACH SIDE OF 3' x 3' POST 2' x 5' SMB REVISION BEAM & (4) 3/8' DIA THRU BOLTS 3' x 3' POST S-3 RISER PANEL TO CORNER POST CONNECTION QQ INTO POST S-Z ISER PANEL TO CORNER POST 4TH WALL DETAIL A_2 SCALE:NTS 8 - S-1 RISER PAN TO POST (cD 4TH WALL DETAIL A-2 SCALE:NTS A_ SCALE:NTS L SHEEPNO: A-2 i v WW ~j id m RECEIVED Nov 13 7p,5 YCoca n F 0 MIN, SETBACK FRONT' SIDES v CNR SIDES PEAR e2 ZNG. . 4 J` / ♦ FASTENERS OR ATTACHMENTS' 112"x2lM"x112"x0.0Sr BEAM DEPTH CHANNEL W/ •• ' � O ul CONCEALED THE AESPONSI8ILITY OF THE (6)#14x3/4"SMS INTO BEAM EACH SIDE B cc _ G; W ry �4`\• AAE -- (6)#14x 3/4" SMS INTO ___._ _CARRY BEAM EACH LEG y Z . CDNTRACi9RTifREsoAa---- �.. 1� x 6"SM3 2"x6"SMB PROFE i • • • • 1 uj t0.. fi,1'1 Lu d c w la o z 2 z z 2"x8'SM3 0 C0C '^ CARRYBEAM N G u W Z LL i p O Lu a K F- O THESE PLANS AND ALL PROPOSED WOF:'. $-] z SUBJECT TO ANY CORRECT!"NS CARRY BEAM &MATING ELEMENT ATTACHMENT DETAIL A-3 SCALE: NTS ARE EY F9ELO INSPECTORS THAT u REQUIRED MAY BE NECESSARY 1f4 ORDER TO C c COMPLY WITH ALL APPLICABLE CODES: v. tl LL Z U u 2 � � 3 m QC7FF 2Oe ^ 3" RISER PAN a LLl A ROOF PANEL O LLI u^mi w 3 U SELF -MATING BEAM 112"x 2118"x 110x 0.062' Z ID o3C o u FLASHING BEAM DEPTH CHANNEL W/ O z ' 3"RISER PANEL (4)#14x 3/4"PER PANEL -- - (6)#14x3/4"SMS INTO BACHSEG MW/NEOPRENEFACED EA LLI 4 Ru 9 "m WASHER ( CARRY BEAM EACH LEG O 24" z ______________ _ I •u I I I • • c c • ♦♦♦ ♦♦ 2"x5"SMB •• N W m I 2"x 5" • 1• • 2"x S' ♦ ♦LLI zu u • SMB • SMB ♦ ♦♦ ♦♦ it I _ _ ••I Z • I I• ♦♦ ♦♦ I I � � a H I I I ♦ ♦ I 24" I rx3I 3"x3"x 0.125" BRACE KNEEPOST 2x5"SMB W K U W W F- z II II 21/8"x 12"x 5"x 0.06r ♦ RIDGE BEAM UJI pM N112"x W rn WN II RECEIVING CHANNEL ♦♦ O(L m 2"x5"SMB II (4)#12x 3/4"SMS EACH 1 SIDE OF BEAM I ♦ I 1"x21/8"x1"x0.063" I w W N H J n. K tO LI_ LI_ (2)3/8"THRD BOLT INTO POST RECEIVING CHANNEL3"x3"0.12S"P0ST Li W/(3)#12x3/4"SMSDRAWN BY EA FACE B(3)#12x I 1 AG 3/4" INTO POST I I I 1 DATE DRAWN S-4 10/22/15 RISER PANEL TO RIDGE BEAM CONNECTION S-6 RIDGE BEAM & MATING ELEMENT ATTACHMENT DETAIL REVISION A-.3 SCALE: NTS S-5 A-3 SCALE: NTS Q KNEE BRACE CONNECTION DETAIL 8 -- A-3 SCALE: NTS SHEEP NO: A.3