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Home My WebLink AboutPLANS'r General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MRVIMUM. 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 WERE 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, 93 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 r FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO.67 LESS THAN 3/4". AIR ENTRAINING+/- 1%- ASTM C 260. WATER REDUCING AGENT 1 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 MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: I. 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. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0" 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, INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 6TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMN'UM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN 410 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 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 WHEN WIND SPEEDS EXCEED 75 MPH'. DECAL SHALL BE PLACID SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: I. ALL LAGBOLTS 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, SEYIPSON, HB,TL BAWL, 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 8X 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. S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBERARE STAINLESS STEEL TYPE 300 18-B, 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. 1o. 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 OTHERWISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -10 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTMA615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 6TH EDITION CURRENTALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENTALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP-TYPICAL 2. SIM -SIMILAR 3. BON - UNLESS OTHERWISE NOTED 4. CONT-- CONTINUOUS S. VIF--VERIFY INFIELD G. RESPONSIBILITY: I. ALL SITE WORK SHALL BE PERFORMED BYA LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFYALL 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 ENGINEERING PRACTICES. H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A 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 MAYBE 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. S. SCREENING MATERIAL SHALL BE 18X14X0.013 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)(iv), 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 DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105. RECEIVED NOV 9 4 %019 ST. Lucie County, Permitting CARPORT, SHED, COVERED PATIO AND CONCRETE DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): ISOMPH NOMINAL DESIGN WIND SPEED Vasd: 120 MPH 2. RISK CATEGORY: I 3. WIND EXPOSURE: B 4. INTERNAL COEFFICIENT: SHED (ENCLOSED STRUCTURE): +/-0.18 CARPORT, COVERED PATIO (OPEN STRUCTURE): 0.0 S. WIND LOADS: FACTOR APPLIED 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 PER"A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL 7. SOLID ROOF TYPE: 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 Z" 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 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 0.118" 2 x 6 SMB:-------- ------------- 2" 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 B"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" :SCANNEiU BY St. Lucie ,W1� Y20 201 FIL RE WED FOR CODE OMPLIANCE ST. LUCIE COUNTY i I HEREBY CERTIFYTHAT INAVE REVIEWED THIS PLAN AND FOUND ITT BE IN COMPLIANCE WITH ASCE 7-1k AND FBC 6TH EDITION RESIDENTIAL AND EXISTING BUILDING rpJ`GLT V 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 Website:v .tbcplans.com C.O.A.- #29054 DATE: 09/29/2019 1 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 JOB # 19_0925_309 IOB NAME & ADDRESS: TALL PINES: LOT 125 125 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT ENGINEERS NOTES h ,,f PROPOSED N X 4" CONCRETE SIDEWALK PROPOSED 4" CONCRETE SLAB FOR DRIVEWAY FACTORY PORCH PROPOSED 4" CONCRETE SLAB W/ FOOTER FOR CARPORT (SEE DETAIL) m � 8" (1) 95 REBAR CONTINUOUS, 25" MIN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS 44' MANUFACTURED HOME PROPOSED LINEOFSHED PROPOSED 4" CONCRETE SLAB W/ FOOTER FOR SHED (SEE DETAIL) FOUNDATION PLAN CARPORT / COVERED PATIO FOOTER GRADE CONCRETE BELOW GRADE (2) 95 REBAR CONTINUOUS, 25" MN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS SHED FOOTER I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITjl WCE¢ DFBC6TH EDITION RE ''��ffAAq BUILDINM-1 eI_T ® vOV° `� I •O �G • O o SIAT OF% FNOV ECEIVED ��1'��;�e`'�� ®1_CiBs/OW.t�' SN 0 4� 019 `��+' 411t0l"T e County, Permitting PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 4, Myron Max Neal FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 4" CONCRETE SLAB W/ FOOTER FOR COVERED PATIO (SEE DETAIL) FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, B. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcpbms.mm Website:w Jbcplans.com C.OA-#29054 I DATE: 09/29/2019 1 I DRAWN BY: DENNIS W. DUNN I REVISION: I DATE: I RO 1 RO 2 RO 3 RO 4 JOB # 19_0925_309 i0B NAME & ADDRESS: TALL PINES: LOT 125 125 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT PLANS AND ELEVATIONS 1 OF 2 i MFD. HOME 3" X.030" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. 7 2X5 SMB 4" CONCRETE SLAB W/FOOTER 0 FRONT ELEVATION CARPORT W/ SHED AND STEPS SHOWN BEYOND 3"X.030"ALUM. RISER PAN PLAN VIEW 2X4 WOOD FRAME ROOF FL 16952 OR EQUIV. SHED W/ VINYL SIDING 0 QI[K6P *)UZIp ]:iRAATITAY&I-9I_1:1 20' B' PROPOSED CARPORT 8' PROPOSED PROPOSED 2X4 WOOD FRAME /('3" X .030" ALUM. RISER PAN SHED W/ VINYL SIDING 1 ROOF FL 16952 OR EQUIV. 8' SIDE ELEVATION PROPOSED OPOSED COVERED SHED PATIO 4' CONC. SLAB ONCRETE SLAB I W/FOOTER W/FOOTER 10, b PROPOSED 3" X .030" ALUM. RISER PAN ROOF FL 16952 OR EQUIV. 2X5 SMB � 4" CONCRETE SLAB W/FOOTER I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RE$I®ENt1t44 1?FY TING BUILD�IN%B 1.T ®ftJ ®�® PROFESSIONAL ENGINEER 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 Zephyrhills, 0. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@tbcplans.com Website:w Jbcplans.com C.OA.-#29054 DATE: 09/29/2019 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO 1 RO 2 RO 3 RO 4 MFD. HOME JOB # 190925309 JOB NAME & ADDRESS: TALL PINES: LOT 125 125 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT REAR ELEVATION COVERED PATIO PLANS AND ELEVATIONS W/ SHED AND STEPS SHOWN BEYOND 2 OF 2 EXISTING ROOF _ FASTEN 3" X 0.062" MIN. HEADER CHANNEL TO MFG. HOST BEAM WITH 1/4"0 X 2-1/2" LAG SCREW AT 24" O.C., 2 ROWS STAGGERED. STRIP SEALANT BETWEEN FASCIAAND HEADER CHANNEL APPROX ALUM. RISER PAN ROOF 2X END BEAM PER PLAN RECOMMEND ALUMINUM FLASHING INSTALLED UNDER DRIP EDGE ALUMINUM FLASHING ATTACHED W/ #8 X 3/4" TEK SCREW AND 1 "0 NEOPRENE WASHER AT EACH RIB I LATTACH ALUM. RISER PAN ROOF TO 3" X 0.062" FASTEN 1.112" X 2-1/8" X 1-1/2" X 0.062" I MIN. HEADER CHANNEL W/ (4) #12 X 3/4" TEK RECEIVING CHANNEL TO MFG. HOST BEAM OR SCREW PER PAN (BOTTOM OR BACK OF PAN) STRUCTURAL WALL MEMBER (2 STUDS MIN.) I o w WITH 1/4"0 X 2" LAG SCREW LL p FASTEN END BEAM TO RECEIVING (1 SCREW / 2 INCHES OF BEAM HEIGHT) I CHANNEL W/#10 X 3/4" TEK SCREW I (1 SCREW / INCH OF BEAM HEIGHT) MFG. HOST BEAM STAGGERED BOTH SIDES ALUM. RISER PAN ROOF AND END BEAM CONNECTION TO MFG. HOSI FASTEN ALUMINUM PAN ROOF W/ #12 TEK SCREW AND 1-1/4"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 1-1/2" X 0.062"J J�b �2X5 SMB RECEIVING CHANNEL W/ (4) #10 X 3/4" pEDGEBEAM TEKSCREWINTO EACH SIDEOF END a BEAM AND (2) 318"0 BOLT, WASHER AND NUT THRU POST AND EDGE BEAM POST CONNECTIONS AT ALUMINUM PAN ROOF FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 3/4" 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 1/4"0 X 2" LAG SCREW (1 SCREW / 2 INCHES OF BEAM HEIGHT) 1-1/2" X 2-118" X 1-1/2" X 0.062" INTERNAL OR EXTERNAL RECEIVING CHANNEL BEAM TO WOOD WALL CONNECTION S.M.B.FDEPTHI S.M`B. B I TUBEALL�WALL I ^^'" CORROSION REESISTANT UPLIFT CAPACITY I HEREBY CERTIFYTHAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND C6TF EDITION RESIDFF��61��1I1�LII ��S BUILDING ��d`* V-To J0� OGOp000.O N, G� \L.I-N C % / a �b J o° a , 'Ir: e � • \ G YO ,720 LBS ,550 B ,500 LEIS® .600 LBS .500 Les .500 LBS ,0O LBS LB IV INOTE: OTHER BOLT SIZES AND Y BE USED PER SITE SPECIFIC PLANS AND CALCULATED UPTIESLIFT CAPACITY REQUIRED \ I # 12 X 3/4" TEK SCREW AND 1-1/4"0 NEOPRENE WASHER 4 PER PAN AT ALL BEAMS AND B" 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 ALUMINUM PAN ROOF, POST AND BEAM CONNECTION PROFESSIONAL ENGINEER 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 Zephyrhills, U. 33542 Phone:(813]788-S314 Fax: 1-(866]-824-7894 Email: erb@ibcplans.com Website:w .f6cplans.com C.OA.-#29054 TOP VIEW DATE: 09/29/2019 (1) 112"0 LDT CONCRETE SCREW NOTE: DRAWN BY: DENNIS W. DUNN WITH 2-3/4" EMBEDMENT MINIMUM EMBEDMENT OF ANCHORS INTO (MIN. EDGE DISTANCE 3") CONCRETE FOOTING SHALL BE 2-3/4" AT ALL REVISION: DATE: PER OUTER FLANGE n'p POST LOCATIONS. ALL SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF SUFFICIENT RO 1 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE WHEN A PAVER DECK IS PRESENT. RO 2 ALUM. SQUARE COLUMN /POST RO 3 (2) 3/8"0 THRU BOLT, WASHER AND NUT OR (4) #14 X 3/4" TEK 2" X 2" X 0.125" EXTERNAL (OPTION #1) OR RO 4 SCREW EACH SIDE I INTERNAL (OPTION #2) EXTRUDED POST BASE (1) 1/2"0 LDT CONCRETE SCREW I OPTION #2: JOB # 19_0925_309 WITH 2-3/4" EMBEDMENT FOR INTERNAL FASTENING (4) 318"0 JOB NAME & ADDRESS: (MIN. EDGE DISTANCE 3") CONCRETE SCREW WITH 2-3/4" EMBEDMENT PER OUTER FLANGE (MIN. EDGE DISTANCE 3" AND MIN. SPACING 2") TALL PINES: LOT 125 125 NORTH ERIE DRIVE .. _ _ . , _�_"•_ :. _ _ , _. _- _ FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT ALUMINUM CARPORT COVERED PATIO DETAILS SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPE6S. 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 STUDS (2) 2"x4„ 4'4" 1 (2) 2"x6" 6'4- 1 (2) 2"X8" 8,-0" 2 (2) 2"xl0" R-6" 2 (2) 2"x12" 11'-6" 2 DBL. HEADERS WITH 112" PLYWOOD SPACER, GLUED AND NAILED W/ 16d NAILS AT 24" O.C. (2 ROWS STAGGERED) DBL 2X TOP PLATE DBL. 2X HEADER WITH 112" PLYWOOD SPACER PER TABLE 1/2"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 PRODUCTAPPROVAL CODECHART� STRUCTURAL COMPONENTS 1 SIMPSON DSP/SSP FL10456 1 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. rrDBL. 2X HEADER WITH (((''' 1112" PLYWOOD SPACER I PER TABLE DOOR OPENING SIMPSON DSP, SSP, SPH OR EQUIV. FASTENED PER MFGR'S SPECS. ILL'WILCel7i7Zi77�►11Re��l�wrr:r:L : � 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 1-112" 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 1/2" PLYWOOD OR OSB 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 2X WOOD STUDS AT 16" O.C. 2X P.T. BASE PLATE 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 PER R318.7 CONCRETE BELOW GRADE PER R403.1 [�7 iiF]Fil NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINMUM 7116" WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER SIDING 2X BLOCKING FOR PANEL SPLICE WHERE WALL HEIGHT EXCEEDS PANEL LENGTH WALL PANELS (PLYWOOD) NAILING NOTE: NAL Bd NAILS 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 OVERLAP BOTH TOP AND BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURERS SPECIFICATIONS. WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP TO BOTTOM PLATE (8' OR LESS) SIMPSON STUD PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS AND SHEATHING IS NAILED PER PANEL NAILING NOTE. WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON STUD PLATE TIES ARE REQUIRED AT ALL STUDS. OR H4 4"2500 PSI CONCRETE SLAB WITH - -fI'''`•"''6%`"ter ti.•: 6"X6"#10 WWM(OR FIBERMESH) GRADE �i. • •, �. r OVER 6 MIL. POLY VAPOR BARRIER :F`•: ; �' ' W/ EDGES LAPPED 6" AND SEAMS TAPED, OVER CLEAN, COMPACTED, .. TERMITE TREATED SOIL. SIMPSON SP1 OR H4 c' OR EQUIV. FASTENED 2 95 REBAR CONTINUOUS, PER MFGR'S SPECS. 25" MIN. OVERLAP ALL JOINTS, ON 3" HIGH CHAIRS 12" FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4 WALL SECTION / DETAILS I HEREBY CERTIFYTHAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE W{'1 *$Cff'i-Q AND FBC 6TH BU LG9P969TOpp p .o PROFESSIONAL ENGINEER 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 AbbottStation Drive Unit 101 Zephyrhills, 0. 33542 Phone:(813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website:w .fbcplansxom C.OA - #29054 DATE: 09/29/2019 I I DRAWN BY: DENNIS W. DUNN I I REVISION: I DATE: - RO 1 RO 2 RO 3 RO 4 JOB # 19_0926_309 JOB NAME &ADDRESS: TALL PINES: LOT 125 125 NORTH ERIE DRIVE FORT PIERCE, FL 34946 CONTRACTOR: B.A.C.H. LAND DEVELOPMENT WOOD FRAME SHED DETAILS