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HomeMy WebLinkAboutRevisions; Footing Layout ChangeOFFICE USE ONLY: DATE FII.ED: RRNISION FEE: 117 PIA L1NIlvG & DEVELOPMENT SERVICES ,� BUILDING & CODE: REGULATION DIVISION a 2300 VIRGIN1AAVENUE . FORT PIERCE, FL 34982-5652 (772) 462150 QL APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: n "n' grAIT Tn nTi SCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: TSTA QUALIFIERS NAME: CITY: STATE: PHONE (DAYTIlVIE): old �03' 3s OVVNER/BUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: K t' NAME: ADDRESS: CITY: STATE: - zip. PHONE {DAYTIl - FAX: ARCM=CTIENGINEER INFORMATION: NAME.- - r A . f.� ADDRESS: ! CITY: v STATE: _ PHONE) m 4 V' �)• �/�ts%y� SLCCC: 9123109 419�1 9 Revised 06130117 6toW. _ J NtdmAvf wck&AL CONTRACTOR: JSJ Windows DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in Haigh Wind Areas. 3. ASCE 7-10. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1 2. Dead Load: 2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: V- =150 MPH, Nominal Design Wind Speed: VA- = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover / Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Screen Room Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-R4. 3. Patio Cover Roof Material: 3" x 48" x 0.030" composite panel Elite 2000, 2.0# density foam, Florida Product Approval Number FL 7561-114. wall. See Patio Cover F,xisting concrete. No Specifications The following "specifications are applicable to this project: 1. All work shall be in accordance with the 6th Edition (2017) 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 Florida Aluminum Engineering, Inc. 3. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 7. 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 - Lange 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. 8. All flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. 10'-0" ^� \-3X3XO.090 h (TYP) �- 3X3X0.090 0 W/2XDJ o �2MGIRT o I r%i to WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. C m I 0 I iV ALUMINUM KICKPLATE- (TYPICAL) \Zz% 47H WALL CONSTRUCTION 2X3KB 2X5SMB (TYP) EDGEWALL B AM 2X3XO.050 T 2X3X0.050 END BEAM 3"XWX0.024" END BEAM `p 1.OY DENSITY FOAM 1 COMPOSITE PANEL 2X3XO.070 EDGE BEAM 3"X48'XO.02$' `1.0J DENSITY FOAM COMPOSITE PANEL 2X3GIRT (TYP) A-2 7-8" 7'-8" 7'-8" -J 4TH WALL CONSTRUCTION 2X3KB (TYP) 2X5SMB 4TH WALL EDGE BEAM 2X3XO.050 2)(3XO.050 END BEAM 3"X48"XO.03e E14D BEAM 2.0# DENSITY FOAM COMPOSITE PANEL 2X5SMB A-3 A-3 EDGE BEAM 3"X48"XO.030" 7'-6" 1 7'-6" 7'-6" 7'-6" 0 I 0 I 125 �.� i ��� ,t'C •.......• � -40 o:2y� ( LL Q 4<' Z � � REVIEWED FOR CODE COMPLIANCE LUCIE COUNTY fis• O C f t W ' . LL W W p: z • cn w zim -J zQZ° O_ °' UN Ln Q w U.1 0� O O Inc _ IZ F- U Z I- (D9 �ZHM J i2 Q LU Q W MESS 0 Z 0Z J LJJ LL Of IW- Z LLJ Ln U W 3: cc CY) Z Og Q 3�QLU O QOf W W W IL 0 O F v 0'gr0)D_ce) dZ LO LL D-- DRAWN BY TP DATE DRAWN 06/11 /20 REVISION 11/06/20 01/21/21 01 /27/21 SHEET NO: A-1 0 LL 10 0 5 ALUMINUM MEMBERS DBMNSIONS KICK PLATE NOTES: " •'' HOLLOW SECTIONS 1. 0.024 ALUM SCREW \ � ♦ •• �/ ' •c,.) •. � •.� /� ��j, 2 x 2: 2" x 2" X 0.046" 2. ALL CORNERS ,♦♦♦ ; �: 2x3: 2x3"x0.050„ 3. 100B-120BWNDZONES USE #8 x 5/8" SMS @ 12" O.C. ` • A �4' LL d 2 i y 2 x 3: 2" x 3" x 0.050" 4. 120C-140BWNDZONES Q 0 Z 0 •� 2 x 5: 2" X 5' X 0.050" USE #8 x 5/8" SMS @ 8" O.C. • J w LLJ 5. 140 C - 150 B WIND ZONES w Q, : W Q OPEN BACK SECTIONS USE #8 x 5/8" SMS @ 6" O.C. 0 1x2: 1"x2"x0.040" 6. 150 C &ABOVE WIND ZONES USE #12 5/8" SMS 6" O.C. • • % O F- V • • 1x3: 1"x3"x0.045" x @ 7. SCREW GIRT, BOTTOM RAIL i Z I� �•. •`��,I & BOTH SIDES ,'O ••��'••. SNAP SECTIONS 8. MAX KCKPLATE HT=36" .. •'��• 2 x 2 Snap: 2" x 2" x 0.045" w-fl, 2 x 3 Snap: 2" x 3" x 0.050" �Illlll 2 x 4 Snap: 2" x 4" x 0.045" I I 3" x 3" x 0.090" 1111N1��`\,` POST W SELF MATING (SMB) (2) 3/8" DIA. CONCRETE I OPTION 2: 0.040" x 1 1l2" x 2118" x 1 112" 2 x 4 SMB: 2" X 4" X 0.044" x 0.100" SCREW ANCHORS I I I INTERNAL OR EXTERNAL W 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (3" CONC. EMBED) OPTION 1: ALUM RECEIVING CHANNEL W d z 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" 2" x 2" x 1/8" ALUM ANGLE x INTO - 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" I I WI (4) #10 x 5/8" EACH SIDE � GIRT EACH FA � GIRT EACH FACE & (3) C7 a 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" 1"x 3" OB W/ 1/4" CONCRETE INTERNAL/EXTERNAL #10 x 3/4" INTO UPRIGHT Z 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHOR 6" 3" x 3" x 1/8" EXTRUDED - - _ ` M �- J 1 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" FROM UPRIGHT & @ POST BASE W/ (2) 3/8" 24" O.C. 3" EMBED.) I DIA. THRU BOLTS I I Z Q Z (MIN. I ( MINIMUM FASTENER EDGE DISTANCE:1/2" 0 a N MINIMUM FASTENER SPACING: 3/4" - N W e. , a R• d CHAIR RAIL MEMBER I I W G u G CONCRETE SCREW ANCHOR: ' d a • • o ° I I 3" x 3" x 0.090" ILL. 0 0 SIMPSON TITEN HD OR EQUIVALENT '' POST = SHEET METAL SCREWS (SMS): 'e ITW / BUILDEX OR EQUIVALENT u z z A en B 3" x 3" POST TO CONCRETE CONNECTION DETAIL C CHAIR RAIL TO UPRIGHT DETAIL Z m C m -a z "� A-� SCALE: NTS /�-n SCALE: NTS c � � ci J � �LLmc�n "-' Zap U 1" PER FT. MAX FOR 2'-D" NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A 1!8" x 2" x 2" EXTRUDED � ' g W LL MIN BEFORE STEEPER MIN SOIL BEARING PRESSURE OF 1,500 PSF. ANGLE 5052 H-32 ALLOY W! (4) #14 x 3!4" SMS I SLOPE 2. THE SLABIFOUNDATION SHALL BE CLEARED OF INTO DJ DEBRIS, ROOTS AND COMPACTED PRIOR TO e o PLACEMENT OF CONC. 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED W RE MESH. •, ° 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR a C � 4" NOMINAL SLAB-TYP EXTERIOR NON -HABITABLE CONCRETE FLAT SLAB FOOTING • ' �• EMBEDMENT ANCHOR EMBEDMENT ANCHOR ° W TYPE[ WORK SEE PLAN : i °Ir- s Z FLAT SLOPE NO FTG <2:12 #5 CORNER BAR @ 30" O.C. e ' ` e �" A a' ' �•' ' ' W N () W/30" DEVELOPMENT I I p' � ° • ; N d LENGTH I ( 3" x 3" x 0.125" !• W U) 4" CONCRETE SLAB POST p Z ALUM FRAME WALL (2) 3/8" DIA. CONCRETE I SIDE VIEW '"v':-;�a+':5.:...�•-'%;�;-.';:;,� SCREW ANCHORS I I CONC. EMBED) �o Q W FULLY GROUTED HEADER BLOCK TOP COURSE W/ #5 " ;�`C� / ' ` '"� (3" I I LU ❑ Z W CONT. (1) 3/8" DIA. CONCRETE V) co 36" 8" CMU W/ #5 @ 30' O.C. MAX MAX ABOVE a• / / y y \ \� / / I INTERNAUEXTERNAL 3" x 3" x 1/8" EXTRUDED SCREW ANCHORSdo (21 /4" CONC. EMBED) � UPRIGHT PRE -HUNG ❑ d ~ ~ O & CORNERS IN GROUTED CELLS I \ PROVIDE 10" HOOKED GRADE 1 '' 1 EMBEDMENT INTO FOOTING 1`•': ;, POST BASE W/ 2 3/8" () DIA. THRU BOLTS ` % -- I DOOR JAMB O O O J Z LL LL DRAWN BY GRADE a '• TP . A r ,, .d 6 DATE DRAWN qf:. 3" CONCRETE COVERAGE a ° ° a 1" x 3" BASE PLATE ANCHORED TO CONC W/ 1I4" ° < :� 06/11 /20 0"•' ° ° q ' •o °: °'• CONCRETE SCREW ANCHOR C o .; a REVISION (1)COURSEMIN `Yi.•:,i ' :, . #5REBAR ,, ° ` t1 ° EACH I ,' 6 MAX (CIHSDEOFPOST e a °a o• 11 /06/20 BELOW GRADE @ 30" O.C. AND 24" O.C. MAX "A ao'° ° © 01/21/21 E I D F � °FRONTVIEW 28"113" CONCRETE COVERAGE © 01/27/21 (3) #5 REBAR� CONTINUOUS ®®� r p�� ' 4` .���IV 4 B-� 3" x 3" POST TO CONCRETE CONNECTION DETAIL , po r SHEET NO: /�-2 SCALE: NTS ST®L y " DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A RETAINING WALL DETAIL /1 s� ULv A_2 DOOR LOCATION DETAIL A-2 SCALE: NTS Bo SCALE: NTSA-2