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HomeMy WebLinkAbout6106 Rideway DrENGINEER'S WITES: 1, DESIGN WIND SPEED: 140 MPH VUtt/ 108 MPH Vsd, 3 sec gust 2, RISK CATEGORY PER Table 1604,5 II 3, EXPOSURE CATEGORY - "B" 4, INTERNAL PRESSURE C❑EFFICIENT = +/- 0,18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-10 (ROOF) ZONE 1b: +12/-20 ZONE 2a; +13/-35 ZONE 3a: +13/-52 (WALLS) ZONE 41o; +21/-23 ZONE 5b +21/-28 CJDES FLORIDA RESIDENTIAL CODE) FLORIDA BUILDING CODE) GTH EDITI❑N 2017 ASCE 7 10 C❑NSTRUCTI❑N TYPE: 5-B BUILDING CODE REQUIREMENTS FOR REINS❑RCED CONCRETE (ACI 318-11) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11) NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIF-ICATI❑N GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE, GENERAL N❑TES: WIND❑W AND DOOR MANUFACTURERS TO PR❑VIDE CERTIEICATI❑N/RATING THAT THEIR WIND❑WS AND DOORS WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND ' PRESSURE AND PR❑VIDE INSTALLATI❑N INF❑RMATI❑N WITH THEIR PRODUCTS, T CONTRACTOR TO INSTALL WIND❑WS AND DOORS ACC❑RDING TO INSTRUCTI❑NS SUPPLIED BY MFGR AND HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N FOR REVIEW BY THE BUILDING INSPECT❑R. m ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACC❑RDING TO THE FASTENERS SCHEDULE AND MANUFACTURERS SPECIFICATI❑NS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN, THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTI❑N OF VARI❑US CONNECTED COMPONENTS, PR❑VIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. ALL DOORS INTERI❑R & EXTERI❑R ARE 6'-8" UNLESS ❑THERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS ALL WIND❑WS WITHIN 24" OF DOORS (INTERI❑R & EXTERI❑R) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (FBC) R308,4) HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS, IF PLYWOOD OR ❑SB SHEATHING DOES NOT OVER TOP PLATE, HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES. UPLIFT PR❑TECTI❑N: PLYWOOD OR ❑SB C❑VERING ENTIRE EXTERI❑R OF HOME WITH NAILS SPACED 3" D.C. AT TOP AND BOTTOM, 6" D.C. ON EDGES AND THE REMAINDER AT 12" Of. OR PLAYW❑❑D OR ❑SB AT CORNERS, WITH HURRICANE STRAPING ON EVERY EXTERI❑R STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM, R302,6 DWELLING -GARAGE FIRE SEPARATI❑N THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302,6, ❑PENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTI❑N R302,5, ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702,3,5, THE WALL SEPARATI❑N PR❑VISI❑NS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL, NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE, NOTE: R314,3,1 ALTERATI❑NS, REPAIRS AND ADDITI❑NS. WHEN ALTERATI❑NS, REPAIRS ❑R ADDITI❑NS REQUIRING A PERMIT OCCUR) OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS, CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND AND ❑UTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN C❑MPLIANCE EXISTING STORAGE EXISTING ,,GARAGE I e�! EXISTING' E OFFICE / / / / XISTING ..: 5'-10 COVER PORCH IR-LE'AIR, _V`_7.1LE VA TIO 1\1 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W. Smith, P.E. #53608 I 9'-5 EXISTING EGRESS SH24 SH24 0j LO a NAT/Kor)(00101 AREA'S LIVING 284 COVERED PORCH 168 TOTAL AREA UNDER R❑❑E 452 S,E, All WORKSHALL C; 1r;t� CODES FLORIDA N VV1 H PREVAILING NA''1ONAL ELEC? O LOI fO CODE, AN �lr ClTY RIC CODE OR 0-INANCES OF E YI�HILLS SH24 SH24 IG HT E V A TI 0 N PARCEL: 03-26-21-0130-00000-0430 D.W.SMITH,M.S.,P.E.#53608 PRATT GREGORY FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6106 R I D G EWAY DR PROJECTS ENG1rNEERING CONSULTANT ZEPHYRHILLS, FLORID PHO�E (CEL ) 813-4 9-2 WALLASTON 89 I VE—DAD E- AIL1 dwsf 1pE CITY ❑0eaDrtth l3 k n t ELEVATIONS RICK GOLLHARDT — DRAFTSMAN PHONE1( CELL) 813-781-3651 E-MAIL1 roollhardt@tare FLOOR PLAN SCALE DATE DO NOT SCALE 7 NOV 2021 DESIGN/DRAWN CHECKED rr,com R. GOLLHARDT D.W.S.PE SHET OF 1 Ot 4 JOB JNO, 2021-0520 _. _ - _ _ i _ �, l.. � �u � i6 il-�,�J,➢ sl. 11«I' ;I (Ilk r��r m'Y tikal 11 IN :.. I:! ,��;.� ,1! i, ral: TERMITE PREVENTI❑N NOTES: 1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PR❑VIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALE BE PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104,26 2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL_ C❑VERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES APPLIED DIRECTLY TO F❑UNDATI❑N, 3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATI❑N AND BACK FILL IS FINISHED, 4, S❑ILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED, INCLUDING SPACES BOXED OR FORMED, 5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT INSTALLATI❑N OF TRAPS, ETC, SHALL BE MADE IN PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE & DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL AFTER THE TREATMENT, 6, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTI❑N, RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT, 7, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE F❑UNDATI❑N PERIMETER MUST BE REMOVED BEFORE EXYERI❑R S❑IL TREATMENT, 8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-C❑NSTRUCTI❑N TREATMENT, 9, NO WOOD) VEGETATI❑N STUMP, CARDBOARD) TRASH, ETC, SHALL BE BURIED WITHIN 15 FEET ❑F ANY BUILDING OR PROPOSED BUILDING, 10, AFTER ALL WORK IS COMPLETED) LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ENE FEET OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES, TIB TRAP BOXES) FORMS) OTHER CELLULOSE C❑NTAINING MATERIAL, 11, A CERTIFICATE ❑F C❑MPLIANCE MUST BE PR❑VIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE ❑F C❑MPLIANCE SHALL STATE THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT, ❑F AGRICULTURE AND CONSUMER SERVICE, CARPENTRY: 1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2, ALL LUMBER SHALL BE SOUND, SEASONED) AND FREE FROM WARP. 3, ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO, 2 GRADE OR BETTER, WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS; Fv = 90 PSI Fc = 975 PSI E = 1,600,000 PSI 1% MAXIMUM M❑ISTURE CONTENT FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER. INTERI❑R NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, 5,PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F,S, TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2, 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24" ❑.C,) 7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4" ❑.C, @ PANEL EDGES, AND 6" ❑,C, INTERMEDIATE, FOR 1/2" SHEATHING OR LESS, NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"+) SHALL BE 66 COMMON @ 4" D.C. AT PANEL EDGES, AND 6" O.C. INTERMEDIATE, 8, ALL FL❑❑RING MATERIAL TO BE 3/4" T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL WITH 10d NAILS AT 3" D.C. AT PANEL EDGES, 6" D.C. IN THE FIELD. STAGGER NAILS AT 2" D.C. AT BUTT ENDS OF PLYWOOD SHEATHING. 9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITI❑NS OVER 9'-0" @ MID —HEIGHT, BRACE GABLE END WALLS AT 4'-0" Of. WHERE WALL FRAMING IS NOT C❑NTINUOUS FROM FOUNDATI❑N TO ROOF. 10. ALL NAILING AND B❑LTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERI❑R SHALL BE GALVANIZED, 11. ALL C❑NNECTI❑N HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STRONGTIE Co. OR EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL, ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER, 12.PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0", 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0" O.C. 13,L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL ❑PENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL CORNERS. 14. WOOD LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH C❑NTINU❑US 3\4" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. EXISTING. STORAGE EXISTING .GARAGE CORNER FIGURE / /EXISTING/ /STRUCTURE OFFICE / / / IY / /BEDROOM 4" CONCRETE SLAB 18-10" VERIFY DIMENSION 19' �:)"^ 'Till) WALL SPACED 16" ❑,C, POSTS R602.3(2) I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W. Smith, P.E. #53608 1 0 NOTE: 0 DENOTES 1/2" DIA X 8" AB @ 24❑,C, OR 1/2"x8" WEDGE ANCHOR FOR BEA ING WALL 2X4 PT SOLE PLATE: ANCHOR TO FTG W/1/2" DIA X 8" AB @ 24" D.C. OR 1/2"x8" WEDGE ANCHOR FOR BEARING WALL 4" CONCRETE (3000PSI) WITH #10 6X6 MESH ON 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED P❑IS❑N TREATED S❑IL. VAPOR BARRI❑R MATERIAL TO BE LAPPED 6"WITH SEAMS TAPED FIBERMESH CAN BE SUBSTITUED `-- 1rr#W X 20"H MONOLITHIC FOOTINGS WITH 2 EACH 5 (5/8") REDS CONTINUOUS ON CHAIRS -TYPICAL B; TTOM OF FOOTER MUST BE 12" BELOW UNDISTURBED SOIL MONOLITHIC FOOTING DETAI� 8'X8' RIBB❑N F❑❑TER WITH (1) #5 REBAR C❑NT. F❑❑TER FOR COVERED PORCH 1i11, a.....V ell No. 53608 ®� ®'TTTE OF ®:� . 6 �.e�•.�• R IOP O�� \o� CONCRETE SL C❑MP❑SITE ROOF INGLE TOP PLATE (INTERI❑R WALL) STUD WALLS @ 16" D.C. GYPSUM WALLBOARD UXO. IRYWALL SCREWS @ 8" ❑,C, INSULATI❑N MIN, P,T, BOTTOM PLATE ATTACHED WITH ❑NCRETE NAILS W/ 1 1/2" -DMENT @ 12" Of, STAGGERED �1 BOTTOM PLATE TO CONCRETE SHEAR 180# MIN. SI❑N 120#) INTERIOR WALL DETAIL D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf[pe@eorthlink.net PRATT GREGORY 6106 RIDGEWAY DR ZEPHYRHILLS, FLORID ELEVATIONS SHET FLOOR PLAN 2 Of 4 SCALE DO NOT SCALE RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN PHONE: (CELL)813-781-3651 E-MAIL, rqolthardt@tamDabav,rr.com R. GOLLHARDT DATE 7 NOV 2021 M [gig CHECKED D.W.S.PE 2021-0520 #12 X5" SEAL WASHER HD TEK Q B" O.C. 3" CHANNEL OR 3" RECEIVER GUTTER IS REQUIRED ALONG ALL EXPOSED PERIMETER FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 TP❑ MEMBRANE ROOF COVERING APPLY PER MFGRS SPECIFICATI❑NS 3' POLYIS❑ PROPOLINE BOARD 3" EPS R❑❑FING HOUSE ROOF p1TCH MATCH ROOF p`,ICH 10 3"X12" ALUM RHIN❑ PANS E 2X4 TOP SP2 RATED FL 10456 G E 4 2X8 SMB RIDGE BEAM FASTEN ON EACH END FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER MANUF, SPECS FL 10852 MANUF, SPECS FL 10456 FASTEN 2X6 HEADER AND DOUBLE 2X4 TOP PLATE WITH SIMPS❑N LSTA9 RATED 740# UPLIFT FASTEN PER MANUF, SPECS FL 10852 FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE - WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER FASTEN DOUBLE 2X4 WALL STUD AND 2X4 PT BOTTOM PLATE WITH SIMPS❑N DSP RATED 775# UPLIFT FASTEN PER MANUF. SPECS FL 10456 AND 2X4 STUD WALL UPLIFT FASTEN PER 2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER WITH 1/2'X8' J BOLTS SPACED 24' ❑,C, MAX Div -,'TAIL "4" TP❑ MEMBRANE ROOF C❑VERING APPLY PER MFGRS SPECIFICATI❑NS 3' POLYIS❑ PR❑POLINE BOARD R 337.1CCOoPMMER 1' (R-21,3) IfOUBCEP2A Frd'SHER HEAD TEKS TO #@12gX5' CSEA�L/�WASMIHNER�,/HpEgADERTEKS ELKE0kNUFAI AMNG FLH%61—R4 OR EQUIV, IN11 STALL PPOAT MFGRS SNCIFICAT10NS ENLARGED CIRCLE "B" 2X82SMB RIDGEGBEAMLAND 2X4TSTUD❑WALL WITH#10 WASHER HEAD TEKS (6) PER C❑NNECTI❑N FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 ST WITH SIMPS❑N SP2 RATED 1565# UPLIFT FAS MANUF. SPECS FL 10456 TP❑ MEMBRANE ROOF COVERING APPLY PER MFGRS SPECIFICATIONS 3' P❑LYIS❑ PR❑P❑LINE BOARD R 7.1 PER 1" (R-21.3) ENLARGED CIRCLE "A" 2X8CSMBORIDGEPBEAMSWITHTEN T❑ ##12X5' SEAL WASHER y�HEAD TEKS ELIgTE M,CA)NN/A1CTURING FLH 7561-R4 OR EQUIV, N C❑MP❑SITE PANELS TO 2X4 DOUBLE TOP PLATE #12X4-1/2 SEAL WASHER HEAD TEKS =D 6' D.C. DOUBLE 2X4 TOP PLATE WITHESIMPSON SP2 RATED 1565# AND 4FASTEN PER MANUF. SPECS FL 10456 FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 WITH SIMPS❑N SP2 RATED 1565# UPLIFT F OPEN A 5 <2 FLOOR PLAIV\ TPO MEMBRANE ROOF C❑VERING APPLY PER MFGRS SPECIFICATI❑NS 3" P❑LYIS❑ PROPOLINE BOARD R 7.1 PER 1' (R-21,3) 3" EPS R❑❑FING R 4.3 PER 1" (R-123) 1 n PLAIV\ VIEW (2) 2X4 TOP PLATE W/ SIMPS❑N SP-2 EACH STUD FL 10456 2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N 2X4 PT BOTTOM PLATE W/ SIMPS❑N SP-1 EACH STUD FL 10456 ------------U 2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER WITH 1/2"X8" J BOLTS SPACED 24" O,C, MAX DETAIL �� 1�� DETAIL TP❑ MEMBRANE ROOF C❑VERING APPLY PER MFGRS SPECIFICATI❑NS 3" P❑LYIS❑ PR❑POLINE BOARD R 7,1 PER 1" (R-21,3) nnnrrrvG (R-12.9) 2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N 2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER WITH 1/2'X8' J BOLTS SPACED 24' D.C. MAX �M PLATE W/ SIMPSON SP-1 EACH STUD FL 10456 " 3" TP❑ MEMBRANE ROOF C❑VERING APPLY PER MFGRS SPECIFICATI❑NS 3" P❑LYIS❑ PR❑P❑LINE BOARD 3" EPS ROOFING FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 PR❑VIDE FLASHING BETWEEN EXISTING STRUCTURE AND NEW ROOF PER FBC R806 ----------------------------- 17' 26' -I `-2'X6' ONO ih S.M.B. X,050' EDGE ' QXo G% BEAM ( ): (C❑NT) o ro�z�00 ---------------------------------- ® N .53 0 $• ------------------------------ '-5" '-5" 8'X8' RIBB❑N FOOTER WITH (1) #5 REBAR C❑NT, FOOTER FOR COVERED PORCH OF ®' �• • OR I®[X •` �r�, �� (— �9 /ON 18'-10" r // 1 TAIL I hereby certify that I have reviewed this plan and found it to be In ���ddd// ��//// compllance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W. Smith, P,E. #53608 D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 PHONE,( CELL)813-469-289 E-MAIL, dwsflpe2earthlink, net DETAILS DO NOT SCALE DESIGN/DRAWN R. GOLLHARD PRATT GREGORY 6106 RIDGEWAY DR ZEPHYRHILLS, FLORIDA SHEET OF 3OF4 DATE JOB NO. 7 NOV 2021 CHECKED 2021-0520 T D.W.S.PE PRODUCT CATEGORY MANUFACTURER SERIES OR MODEL # APPROVAL # FLA OR MIAMI APPROVAL VERSION EXTERIOR DOORS SWINGING JELD-WEN PREMIUM ATLANTIC IMPACT 10495.1 FL 10495-R11 PREMIUM ATLANTIC NON -IMPACT 10495.2 JELD-WEN DESIGN PRO/SMOOTH PRO 16674.2 FL 16674-R16 IMPACT X AND XX 80 AND 96 16674.4 THERMA-TRU BENCHMARK X IMPACT 17540.1 FL 17540-R5 BENCHMARK OX XO OXXO IMPACT 17540.2 BENCHMARK X IMPACT 8 17540.3 BENCHMARK XX XO OXXO 8' IMPACT 17540.4 THERMA-TRU SMOOTH-S iAR X IMPACT 20468.1 FL 20468-R5 SMOOTH -STAR OX XO OXXO IMPACT 20468.2 SMOOTH -STAR X IMPACT 8' 20468.3 SMOOTH -STAR XX XO OXXO 8' IMPACT 20468.4 MASONITE FIBERGLASS NON -IMPACT 22363.3,11 FL 22363-R6 FIBERGLASS IMPACT 22363.6,9 PGT FD-ALUM NON -IMPACT 253.3 FL 253-R22 FD-ALUM IMPACT 253.4 SLIDING PGT SERIES 5570 NON -IMPACT 251.8 FL 251-R33 SERIES 5570 IMPACT 251.9 JELD-WEN PREMIUM ATLANTIC VINYL NON 11109.2 FL 11109-R9 JELD-WEN PREMIUM VINYL IMPACT 21705.3 FL 21705-R5 JELD-WEN PREMIUM VINYL 72X80 NON 12425.1 FL 12425-R12 PREMIUM VINYL 96X96 NON 12425.2 SECTIONAL/ROLL UP CLOPAY 73, 75 (9'2"-16'2") IMPACT 16107.3 FL 16107-R13 73, 75 (9'2"-16'2") NON 16107.4 73, 75 (16'4"-18'2") IMPACT 16107.11 73, 75 (16'4"-18'2") NON 16107.12 73, 75 (UP TO 9'2") IMPACT 16107.24 WINDOWS 73, 75 (UP TO 9'2") NON 16107.25 SINGLE/DOUBLE HUNG JELD-WEN PREMIUM ATLANTIC VINYL IMPACT 14095.1 FL 14095-R11 PREMIUM ATLANTIC VINYL NON 14095.2 PGT SERIES 5500 NON 239.1 FL 239-R28 SERIES 5500 IMPACT 239.2 MI WINDOWS & DOOR SERIES 185 IMPACT 17499.1 FL 17499-R8 SERIES 185 NON 17499.3 SILVERLINE SERIES 70 NON -IMPACT 14911.4 FL 14911-R12 SERIES 70 IMPACT 14911.5 HORIZONTAL SLIDER PGT HR-ALUM IMPACT 242.2 FL 242-R28 MI WINDOWS & DOOR SERIES 188 NON 15351.1 FL 15351-R8 SERIES 188 IMPACT 15351.3 JELD-WEN PREMIUM VINYL IMPACT 22368.1 FL 22368-R5 FIXED PGT PW-ALUM NON 243.5 FL 243-R24 MI WINDOWS & DOOR SERIES 185 NON 15349.4 FL 15349-R14 SERIES 185 IMPACT 15349.5 MILLION PGT SERIES 5500 261.1 FL 261-R13 MI WINDOWS & DOOR SERIES 5764 15353.2 FL 15353-R5 JELD-WEN MILLIONS 15861.1 FL 15861-R9 PANEL WALL SIDING KAYCAN SIDING 16299.2 FL 16299-R5 JAMES HARDIE 13192.2 FL 13192-R6 SOFFITS KAYCAN SOFFIT 16503.3 FL 16503-R5 ALSIDE SOLID AND VENTED SOFFIT 15272.1 FL 15272-R3 JAMES HARDIE SOFFIT 13265.1 FL 13265-R5 ROOFING ASPHALT SHINGLES GAF SHINGLES 10124.1 FL 10124-R29 IKO SHINGLES 30310 FL 30310-R1 TAMKO SHINGLES 18355.1 FL 18355-R6 TPO GAF SINGLE PLY ROOF SYSTEMS 16730.1 FL 16730-R30 METAL ROOFING UNION CORRUGATING MASTERRIB PANEL 9555.4 FL 9555-R4 ALUMFLO .024 3' RISER PAN ROOF 22840.1 FL 22840-R2 .030 3' RISER PAN ROOF 22840.2 24GA 3' RISER PAN ROOF 22840.3 26GA 3' RISER PAN ROOF 22840.4 UNDERLAYMENT TAMKO UNDERLAYMENT HVHZ 12328.1 FL 12328-R9 UNDERLAYMENT NON-HVHZ 12328.2 GAF UNDERLAYMENT 10626.1 FL 10626-R19 ROOF VENTILATORS THOMPSON ARCH METAL OFF RIDGE VENT 16918.3 FL 16918-R3 FLORIDA METAL PROD. OFF VENT RV10 21580.1 FL 21580-R2 RIDGE VENT 21580.3 LOMANCO RIDGE VENT 17202.1 FL 17202-R6 STORM PANELS GLOBAL PROTECTION PROD GALV STORM PANELS HVHZ 15076.1 FL 15076-R6 GALV STORM PANELS NON-HVHZ 15076.2 STRUCTURAL COMPONENTS CAST-CRETE USA CONCRETE LINTELS 158.1 FL 158-R13 COMMERCIAL CONCRETE PRODUCTS CONCRETE LINTELS 1774.1 FL 1774-R6 MARION MASONRY MATERIALS CONCRETE LINTELS 12193.1 FL 12193-R5 CONCRETE PRECAST PRODUCTS CONCRETE LINTELS 15148.1 FL 15148-R3 LOTT'S CONCRETE PRODUCTS CONCRETE LINTELS 17867.1 FL 17867-R2 SYMBOL DESCRIPTION $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE 8GFI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE [�] DUPLEX OUTLET IN FLOOR 110 V QUAD awP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ® FL❑URESCENT FIXTURE FLOOD LAMPS o VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER SBn SMOKE /FIRE DETECTOR/ALARM C&M SMOKE/CARBON MON❑XIDE DETECTOR - COMBO CARBON M❑N❑XIDE DETECTOR E::P DISC❑NNECT n I/ -� CEILING FAN ONLY L/ �J n I/ CEILING FAN /LIGHT FAN W/L =p DISC❑NNECT SWITCH ELECTRICAL METER 1] ELECTRICAL PANEL EXISTING GARAGE SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 7TH EDITION, 2020 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01 /08 AND HAVING A FOSSIL-FUEL-BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART Vill - ELECTRICAL) NEC 2017: 210.12 - ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS. NEC 2017: 210.8 - INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. OFFICE AFI ll'601V EXISTING I�AFI =0 AFI I + I + 1 \� WP AFI / \ 0 CL I /FAN W%L Z I .BEDROOM AFI DD I �¢ AFI AFI � I4' COVER PORCH EL_Ll_�,CTRICAL HVAC MECHANICAL: CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 20 FMC, TH EDITION - EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT. BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. NOTES: UNLESS ❑THERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERI❑R WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 3. ELECTRICAL SWITCHES TO BE 42" CENTERLINE AFF, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES. 5. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C, 2017 DEVICE TO ALERT THE HOME THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. D.W. SMITH, M.S.,P.E.#536®8 FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf l pe@earth l i nk. net PRATT GREGORY 6106 RIDGEWAY DR ZEPHYRHILLS, FLORIDA ELECTRICAL/HVAC SHEET OF t SCALE DO NOT SCALE RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN PHONE: (CELL)813-781-3651 E-MAIL: rw I lhardt@tamDabav, rr, corl R . GO LLHAR DT 7 NOV 2021 CHECKED D.W.S.PE 4OF4 2021-0520 DL