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HomeMy WebLinkAboutPLANSow General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, 0 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN, 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE I, ASTM C 150). AGGREGATES - 96 STONE, ASTM C 33 SIZE NO.67 LESS THAN 3/4". AIR ENTRAINING+/- I%-ASTM C 260. WATER REDUCING AGENT -ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINMIUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR 2. ALL MORTAR SHALL BE OF TYPE M OR S. TALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 318". 4TROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-O" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS, 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- SPECIFICATIONS FOR ALUMINUM STRUCTURES -ALLOWABLE STRESS DESIGN' OR:PART 1-13 - SPECIFICATIONS FOR ALUMINUM STRUCTURES -BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INO.WASB NGTON D.C. THE FLORIDA BUILDING CODE, 6TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 EMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING 912 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHIN WIND SPEEDS EXCEED 75 MPH'. DECAL SHALL BE PLACID SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTL RAWL, TAPCON,REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER FASTENERS SHALL BEA MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 6. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. io. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -10 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13 ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 6TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP.-TYPICAL z. SIM -SIMILAR 3. DON - UNLESS OTHERWISE NOTED 4. CONT--CONTINUOUS 5. VIF-- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BYA LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT MANUFACTURER'S HOST BEAM. IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE R 4501.17 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X34XO.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE. 6. EMERGENCY ESCAPE& RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a) THROUGH (a)(2)(W), SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35, AND, SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DDOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105. CARPORT, SHED, COVERED PATIO AND CONCRETE DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 150 MPH NOMINAL DESIGN WIND SPEED Vasd: 120 MPH 2. RISKCATEGORY: I 3. WIND EXPOSURE: B 4. INTERNAL COEFFICIENT: SHED (ENCLOSED STRUCTURE): +/-0.18 CARPORT, COVERED PATIO (OPEN STRUCTURE): 0.0 5. WIND LOADS: FACTORAPPLIED TO WIND LOADS FORALLOWABLE STRESS DESIGN: 0.6 SOLID ROOF (MWFRS): 25 PSF COMPONENT & CLADDING PRESSURES: ROOF ZONE 1: 10.5/-25.9 PSF, ZONE 2: 10.5/-43.5 PSF, ZONE 3: 10.5/-65.4 PSF _ WALLS ZONE 4: 25.9/-28.1 PSF, ZONE 5: 25.9/-34.7 PSF 6. FOUNDATIONS PEA "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL 7. SOLID ROOFTYPE: 3"X12'ALUM. PANS, FL 16952 OR EQUIV. ALUMINUM STRUCTURAL MEMBERS' HOLLOW SECTIONS 2 x 2:---- ___------------------------- -__2" x 2" x 0.044" 3 x 2:--- -- -------------------------- ----3" x 2" x 0.050" 2 x 3:---------------------------------2" x 3" x 0.050„ 2 x 3:--______-_------------------------ 2" x 3"x 0.070" 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" 1 x 3_ ------------ _---- -_-________1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: ___-------------------------- _2" x 2" x 0.045" 2 x 3 Snap:-----------------------------2" x 3" x 0.050" 2 x4 Snap:--------------------------- 2" x 4" x 0.045" SELF MATING FSMB 2 x 4 SMBr--------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:------------------ 2"x 5"x 0.050" x 0.118" 2 x 6 SMBr--------------------- Z" x 6"x 0.050" x 0.120" 2 x 7 SMB---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:--------- 2" x 8"x 0.072" x 0.224" 2 x 9 SMB:------------------ 2" x 9" x 0.072"x 0.224" 2 x 10 SMB:-------- ------- 2" x 10" x 0.092" x 0.374" SCANNED BY St. Lucie County \�\\- O� FILE COPY RE 111E FD OR CODE OMPLIANCE ST. LUCIE COUNTY BOCC I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO IN COMPLIANCE WITH ASCE 7-10 D FBC 6TH EDITIONRESIDENTIALANDEM NG BUILDINGa� .e y VV° ceca.aa 0 1.{C ma � �vm �6p8 egs L SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 ZephyrhUls, 0. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website:w .fbcplansxom COA-#29054 I DATE: 09/29/2019 1 I DRAWN BY: DENNIS W. DUNN I I REVISION: I DATE: I RO 1 RO 2 RO 3 RO 4 JOB # 19_0925_308 NAME &ADDRESS: TALL PINES: LOT 118 118 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT ENGINEERS NOTES Nnv 9 o PROPOSED 4' X 4" CONCRETE SIDEWALK PROPOSED 4" CONCRETE SLAB FOR DRIVEWAY (1) 95 REBAR 25" MIN. OVERLP ON 3" HIGH CHAIRS FACTORY PORCH PROPOSED 4" CONCRETE SLAB W/FOOTER FOR CARPORT (SEE DETAIL) MANUFACTURED HOME PROPOSED -' LINE OF SHED PROPOSED 4" CONCRETE SLAB W/ FOOTER FOR SHED (SEE DETAIL) FOUNDATION PLAN CARPORT / COVERED PATIO FOOTER GRADE 1. CONCRETE BELOW GRADE (2) #5 REBAR CONTINUOUS, 25" MN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS SHED FOOTER 6' 4" CONCRETE SLAB W/FOOTER FOR COVERED PATIO (SEE DETAIL) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDEN Ig ISTING BUILDING I q0 � gGAP06 �� abm Li 00 0� S m, • 8 0 oo S1l1TE M\ • !�® A p, • � as ®8®, NA a eA®® ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, 0. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Websim:w .fbcplans.com C.O.A.-#29054 DATE: 09/29/2019 DRAWNBY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 19 0925 308 JOB NAME & ADDRESS: TALL PINES: LOT 118 118 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT PLANS AND ELEVATIONS 1 OF 2 njnv 9 0 2019 MFD. HOME 3" X .030" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. � 2X5 SMB IW1010II47 FRONT ELEVATION PROPOSED DRIVEWAY 0 �l 14" CONCRETE DI CARPORT W/ SHED AND STEPS SHOWN BEYOND FACTORY PORCH MANUFACTURED HOME PROPOSED CARPORT LANDING AND STEPS BY OTHERS MFG. HOST BEAM PROPOSED SHED 'S y'IIj }T2X5 SMB 24' PROPOSED J 3" X.030" ALUM. RISER PAN PLAN VIEW ROOF FL 16952 OR EQUIV. PROPOSED 2X4 WOOD FRAME SHED WIVINYL SIDING 2X5 SMB _ i7 m M m m m 0 0 0 x x PROPOSED X X x CARPORT X SLAB 8' SIDE ELEVATION 10, SHED I PROPOSED COVERED N PATIO 0. +0. I 6' 2X4 WOOD FRAME SHED W/ VINYL SIDING PROPOSED 3" X.030" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. PROPOSED COVERED PATIO 4' CONC. SLAB ONCREIE SLAB I WIFOOTER W/FOOTER 01 PROPOSED 3" X .030" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. 2X5 SMB � MFD. HOME 4" CONCRETE SLAB W/FOOTER REAR ELEVATION COVERED PATIO W/ SHED AND STEPS SHOWN BEYOND I HEREBY CERTIFYTHAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WIT 7-10 AND FBC 6TH EDITION RFS % . PifSJING BUILD�,Alp ® •NC c - f w • e o O Fia a•e••oo •e PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. I FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, 0. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: wwvi.fbcplans.com C.OA. - #29054 DATE: 09/29/2019 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 19_0925_308 TOB NAME & ADDRESS: TALL PINES: LOT 118 118 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT PLANS AND ELEVATIONS 2OF2 mnv on 9n9Q FASTEN 3" X 0.062" MIN. HEADER CHANNEL TO MFG. HOST BEAM WITH 114"0 X 2-1/2" LAG SCREWAT 24" O.C., 2 ROWS STAGGERED. STRIP SEALANT BETWEEN FASCIA AND HEADER CHANNEL FASTEN 1-112" X 2-1/8" X 1-1/2" X 0.062' RECEIVING CHANNEL TO MFG. HOST BEAM OR STRUCTURAL WALL MEMBER (2 STUDS MIN.) WITH 114"0 X 2" LAG SCREW (1 SCREW/2 INCHES OF BEAM HEIGHT) MFG. HOST BEAM EXISTING ROOF Ciw n O 12' RECOMMEND ALUMINUM FLASHING INSTALLED UNDER DRIP EDGE ALUMINUM FLASHING ATTACHED W/ #8 X 3/4" TEK SCREW AND VO NEOPRENE WASHER AT EACH RIB ALUM. RISER PAN ROOF 2X END BEAM PER PLAN ATTACH ALUM. RISER PAN ROOF TO 3" X 0.062" MIN. HEADER CHANNEL W/ (4) #12 X 3/4" TEK SCREW PER PAN (BOTTOM OR BACK OF PAN) FASTEN END BEAM TO RECEIVING CHANNEL W/#10 X 3/4" TEK SCREW (1 SCREW/ INCH OF BEAM HEIGHT) STAGGERED BOTH SIDES ALUM. RISER PAN ROOF AND END BEAM CONNECTION TO MFG. HOST BEAM FASTEN ALUMINUM PAN ROOF W/ #12 TEK SCREW AND 1-114"0 NEOPRENE WASHER 4 PER PAN AT EDGE BEAM AND 8" O.C. AT END BEAM ALUMINUM RISER PAN ROOF 2X4 END BEAM 1-1/2" X 2-1/8" X 1-112" X 0.062" of �2X5 SMB RECEIVING CHANNEL W/ (4) #10 X 3/4" JC EDGE BEAM p TEK SCREW INTO EACH SIDE OF END j� 0 BEAM AND (2) 318"0 BOLT, WASHER AND NUT THRU POST AND EDGE BEAM CORNER POST CONNECTIONS AT ALUMINUM PAN ROOF FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 314" TEK SCREW (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES 2X SMB PER PLAN FASTEN INTERNAL OR EXTERNAL RECEIVING CHANNEL TO STRUCTURAL WALL MEMBER WITH 114"0 X 2" LAG SCREW (1 SCREW / 2 INCHES OF BEAM HEIGHT) 1-1/2" X 2-1/8" X 1-1/2" X 0.062" INTERNAL OR EXTERNAL RECEIVING CHANNEL BEAM TO WOOD WALL CONNECTION S.M.B.NDEPTH I S.M.BAWEB I TUBE "WALL I T. "N CORROSION $2RESISTANT # 12 X 3/4" TEK SCREW AND 1-1/4"0 NEOPRENE WASHER 4 PER PAN AT ALL BEAMS AND 8" O.C. AT RAKE ALUMINUM RISER PAN ROOF 2X SMB PER PLAN (N) 3/8" THRU BOLTS, WASHERS, AND NUTS, CORROSION RESISTANT, TYPICAL (SEE CHART) POST/ COLUMN PER PLAN INUM PAN ROOF. POST AND BEAM CONNECTION (1) 1/2"0 LOT CONCRETE SCREW WITH 2-3/4" EMBEDMENT (MIN. EDGE DISTANCE 3") PER OUTER FLANGE (2) 318"0 THRU BOLT, WASHER AND NUT OR (4) #14 X 3/4" TEK SCREW EACH SIDE (1) 1/2"0 LDT CONCRETE SCREW WITH 2-314" EMBEDMENT (MIN. EDGE DISTANCE 3") PER OUTER FLANGE TOP VIEW :l i�I��gRIR\\I _ III I mom NOTE: MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-314" ATALL POST LOCATIONS. ALL SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE WHEN A PAVER DECK IS PRESENT. SQUARE COLUMN/POST ,,-2' X 2" X 0.125' EXTERNAL (OPTION #1) OR INTERNAL (OPTION #2) EXTRUDED POST BASE OPTION #2: FOR INTERNAL FASTENING (4) 3/8"0 CONCRETE SCREW WITH 2-3/4" EMBEDMENT (MIN. EDGE DISTANCE 3" AND MIN. SPACING 2") UPLIFT I HEREBY CERTIFYTHAT I HAVE REVIEWED CAPACITY THISPP A LAND FODN,p,�jTO BE IN FBC 6TH ,720 LBS EDITION .550 LBS BOILnrpn �r ,550 LBS w 000n neon / eae° ,500 LBS ��*• �� m onv (4+ e �/ ,00 LBS Y u �. eo ,500 LBS b �' .500 LBS ej a NO. n .000 LBS am 1< 000 LBS ® e d .000 LBS F .goo LBS 500 LBS P pp 1000113S ® asps©'7 ee INA PROFESSIONAL ENGINEERS L ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal FLORIDA LICENSE NUMBER; 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, R. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@Ibcplans.com Website:w .tbcplans.com C.OA-#29054 I DATE: 09/29/2019 1 I DRAWN BY: DENNIS W. DUNN I I REVISION: I DATE: . I RO 1 RO 2 RO 3 RO 4 JOB # 19_0925_308 1013 NAME & ADDRESS: TALL PINES: LOT 118 118 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT ALUMINUM CARPORT COVERED PATIO DETAILS NOV 2 0 2019 r SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. SIMPSON (2) H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. 2X CRIPPLE STUD A 16" O.C. (N) 2X JACK STUD PER TABLE SIMPSON LSTA STRAP OR EQUIV. FASTENED APPROX. 4" ABOVE AND BELOW HEADER PER MFGR'S SPECS. 2X CONTINUOUS STUD 2X SILL PLATE ATTACH JACK STUD TO CONTINUOUS STUD W/ 16d NAILS AT 24" O.C. STAGGERED 2X CRIPPLE STUD AT 16" O.C. 2X WALL STUD AT 16" O.C. 2X P.T. BASE PLATE INSTALL WINDOWS AND DOORS IN OPENINGS PER MANUFACTURERS INSTALLATION INSTRUCTIONS WINDOW OPENING TABLE HEADER SIZE SPAN JACK I STUDS (2) 2"x4" 4'-4" 1 (2) 2-W V-4" 1 (2)2X8" 8'-0" 2 (2)2"Xl0' 9'-6" 2 (2) 2k12" 11'-6" 2 DEL. HEADERS WITH 1/2" PLYWOOD SPACER, GLUED AND NAILED W/ 16d NAILS AT 24" O.C. ` (2 ROWS STAGGERED) DEL 2X TOP PLATE DEL. 2X HEADER WITH 1/2" PLYWOOD SPACER PER TABLE 112"0 WEDGE ANCHOR WITH STANDARD WASHER, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYPICAL PRODUCT APPROVAL CODE CHART STRUCTURAL COMPONENTS SIMPSON SP1/SP2 FL10456 SIMPSON H4/H2.5T FLI0456 SIMPSON DSP/SSP FL10456 SIMPSON SPH FL10456 SIMPSON LSTA/MSTA FL10852 ALL CONNECTORS AND FASTENERS IN CONTACT W/ TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON'ZMAX' SIMPSON H4 OR EQUIV. FASTENED PER MFGR'S SPECS. DBL. 2X HEADER WITH IrV2" PLYWOOD SPACER /r I PER TABLE / DOOR OPENING SIMPSON SP2 OR H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. ALL WOOD STUDS AND BLOCKING FOR WALLS SHALL BE 2X4 FASTEN ALUMINUM RISER PAN ROOF TO TOP PLATE WITH #12 X 1-1/2" TEK SCREW WITH 3/4"0 NEOPRENE WASHER, 4 PER PAN AT ENDS AND 8" O.C. AT RAKE WITH 1-1/2" EMBEDMENT MIN. DBL 2X TOP PLATE (ONLY NON -TREATED WOOD IN CONTACT W/ ALUMINUM ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) DBL 2X HEADER WITH 1/2" PLYWOOD SPACER OVER WINDOWS AND DOORS. SEE HEADER TABLE INSTALL WINDOWS PER MFGR'S INSTALLATION INSTRUCTIONS 112" PLYWOOD OR OSS SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES. COVER WITH APPROVED WEATHER RESISTANT BARRIER SUCH AS A POLYETHLYLENE HOUSE WRAP PER MFG'S SPECS. VINYL SIDING OF CHOICE APPLIED PER MFGR'S SPECIFICATIONS WNTi401• • 111&*]"aL:Y[QN 2X P.T. BASE 112"0 WEDGE ANCHOR WITH STANDARD WASHER, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYPICAL �SIMPSON SP1 OR H4 SIMPSON DSP, SSP; SPH OR EQUIV. OR EQUIV. FASTENED FASTENED PER MFGR'S SPECS. PER MFGR'S SPECS. FRAMING FOR OPENINGS WITH HEADERS io PER R318.7 GRADE N CONCRETE BELOW GRADE PER R403.1 11 2 #5 REBAR CONTINUOUS,—/ 25" MIN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FQL��1 �TppTfj11 HE IN COMPLIANC6�'Hv$�/INA_FBC 6TH b•i�a n o ® N 9 • e� • e • 0 0 �.f TATFy/OF .14 DNR%" 11110 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 r-SP2 OR H2.5T Myron Max Neal FLORIDA LICENSE NUMBER: 86663 NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINMUM 7116" WOOD STRUCTURAL Joel Falardeau P.E. PANEL SHEATHING (PLYWOOD OR OSB) FLORIDA LICENSE NUMBER: 70667 WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER SIDING Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 2X BLOCKING FOR PANEL SPLICE WHERE WALL HEIGHT EXCEEDS PANEL LENGTH FBC Plans & Engineering WALL PANELS (PLYWOOD) NAILING NOTE. NAL SriNAILS 6" O.C. AT EDGES AND 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL Services, AInc. 6272 Abbott Abbott Station Drive Unit 101 Phone: (813)78B-5 2 P= 1-( 613)786-7894 Fax:1-(866)-624-7894 OVERLAP BOTH TOP AND BOTTOM PLATES. ALL Email: erb@fbcplans.com FASTENERS NAILED PER MANUFACTURERS Website: W fbcplans.com SPECIFICATIONS. C.OA. - #29054 DATE: 09/29/2019 WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP TO BOTTOM PLATE IV OR LESS) SIMPSON STUD PLATE TIES ARE REQUIRED ONLT AT THE CORNERS DRAWNBY: DENNISW.DUNN AND EACH SIDE OF OPENINGS AND SHEATHING IS NAILED PER PANEL NAILING NOTE. REVISION: DATE: WHEN SHEATHING PANELS ARE NOT CONTINUOUS, RO 1 SIMPSON STUD PLATE TIES ARE REQUIRED AT ALL STUDS. RO 2 RO 3 SP1 OR H4 RO 4 FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 WALL SECTION [DETAILS 4" 2500 PSI CONCRETE SLAB WITH JOB # 19_0925 308 6"X6"#10 WWM (OR FIBERMESH) — OVER 6 MIL. POLY VAPOR BARRIER I JOB NAME & ADDRESS: W/ EDGES LAPPED 6" AND SEAMS TAPED, OVER CLEAN, COMPACTED, TALL PINES: LOT 118 TERMITE TREATED SOIL. 118 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT WOOD FRAME SHED DETAILS