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HomeMy WebLinkAboutBUILDING SITE PLANSSTUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK CMU WATER RESISTANT COATING — (TYPICAL) (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 ° a - o A 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. APPLY PERIMETER SEALANT CAULK O SEE WATER PROOFING NOTE # 6 BETWEEN BUCK & WINDOW FRAME - (SEE WATERPROOFING NOTE # 5) ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NOTE NAILS AT 12" O.C. MAX. WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 1/8" 4-1/2" 3" 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH' N 13181' SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) T c•' 1-3/8" 7-5/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE -- — -- STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) 0' 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM APPLY PERIMETER SEALANT CAULK 1" X P. T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE # 4 AND ANCHORED (SEE WATERPROOFING NOTE # 5) TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SEE, WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS, SLIDING GLASS DOOR BUCK DETAIL NO SCALE �g PL'('WI7 To PwkTI 4.10A'% 2v,4F�JC c ('f' F) %KITµ stprh arc+ Vd4 POR I.IOT05 a)- 2" LA4c bib WAf:L.56-12"o.C. MAY TO cys TO 2v, WITU ID4'S La g"o.e. 4tAcslaa _t�o;grFl�p �ct�K _a� Ads N1, i'IoT t';: /�RlcaboR- �vaalso,Rr �{�A+a."v -ry -:oAn 01apAI" IFa A91RI9:1 %CGar9.V.aOCd Warm - - P'2aoJa-j APPgovol- jecez-r". F a, -.. Vdi,1Ef2 A(suof- AIR OLi'TAII.S ' TFFIS a1 LIb "[, STUCCO CEMENT FINISH V FILLED CELL AT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) 0 1" X 3" RT. WOOD FURRING ALL (3) SIDES CONTINUOUS CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 WOOD TRIM 2" X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS W/ MIN. 1-1/4" APPLY PERIMETER SEALANT CAULK EMBED. 3" FROM EDGES & 12" O.C. MAX. BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT "ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE: NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8"P.T, w/3/16" TAPCONS MASONRYw/MIN. 1-1/4"EMBEDMENTPER PRODUCTAPPROVAL PER FBC 1715.5.4.3. 1-1/4"MIN. EMB. 4112"O.C. w/# 10SCREWS, PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCTAPPROVAL. RECEIVED NOTE: NOV 1 S "019 CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL O FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING B" C.M.U. 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW I DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCKAND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK, COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. ST, Lucie County; Permitting REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY File C®pv REVISION REVISION o z m W W 0 � w = a U �r ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 LIJ CL U) Z > 00 0 cy) W J Q U � U (D cl� ® w w a_ W U) �/� �/ J ® ( of a_ Ln 11 n000 0- Ln O WIt M ry W LL LL n C L Lu OJ W O U z. J .j >- F— W rn �/ i W Z OU ^ 1..1.. O BY t Lucie County SHEET DETAILS PAGE MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS 1t I �J�22�11 'QQ``��jj 000>3 Al1NII100 3ioni '1S 30NHI1dWO3 3a00 >;IOQ3 ��1 3aA Ado NOISIAT8 411 vJ.( 101, 2 10x10 170 dtf GARAGE FLAT CILL1111133 {ATr) ir;cr�r cwc® i t i Ul p. 1 91 I f I I I I I I I Ix1�4 19 qh IDWIIN W.4" FLAT CRIUNU7 a E �10x10 s -lox10 ,,(rLLL�� 148 din EI r' 192 din 81I -�A" i 'ti,�,�`7. la�,ea�ary @�C#CTI6ade I y v 10" wv 14'FI I^'1^^��^,M 12 x 12 Ej f 8 n 10 " 30X18s EE �927 Fi r .T: PSTROOM lox 10 F.... U. 1�81, �4�\10x10 131 dm 6x6 5-1 din 131 din HVAC PLAN r®YER am 11 R°Tkwd BL W-4II nA7 BEDROOM IN 3 ®I,r RAT C®uN(; 12x12 8 n V T 12x12 10x10 171 din 10x10`: 277 dm VW SLAT UlikiN1g HAN (ENE RAL NQIE5 To the hest of my knewl Ed ge these pl o ns and specs do 0o mg ly with of I oppllLahle codes & 2017 Flondo Puildinrq Code;M Ec ho nfca I - Energy c of cu lotions done us n g Ene rqy Gouge- FlaRee2C11C ku R1ghE-J@ R iq ht-d is the au Ea mo ted version of EhE 8th Ed 1110 n of the ACOA Ma nu of J R Ig ht-J® computes the sizes ❑f he uhng and cooling design loodo and is thus uEltd fur sizing r�s&6emEfol DVAC eq a Ip me nt uct Dusi g n done using Rf ght—D& P iq ht- 0® is the mi crocdm pu Ee r version of the second odlEion of the ACCA Venuol D far ResidPntlal duct design Th sse plans supersede and voids oil previous plans and spmulcctlons, Duct & grille to nfinns may change du E Eo owner's request or strueturol m itaticn s ALL CFMIS ARE APPROXIMATE, AOTUAL CFM VARIES UPON CURRENT STATIC PRESSURE OF H10E SYSTEM Job I#. Performed for: CAYMAN GL_2019 5713 SEAGRAPE DR FORT PIERCE, FL34982 EQUIPMENT SCHEDUEE OONDEINSER- GSX16S.36 FRANKLIN MAX FUSE-3O M,C,A,-18,6 VOLT-230 AIR HANDLER- ASPT47D14A NOMINAL CFM-12OU U.A.-5.6 VOLT-)3D MO70R SPEED- TAP 4 HEA7-100 M,C.A- 91,5 MAX FUSE- �O TOTAL BTU- 35,000 SEER RA71NC— 16 AHRI REF#- 201791042 THE R MOSTAT- H ON EYW ELL T6 REF LINES- 7/8 / E/8 DETAIL COMPLIES WITH FBC MED 301,12 alz clflculr J�olsoNnEcr 9RUKFR L�GIION ET' IJNIr lIE omi'N 22 CCy 9-9/2" WDE MFIAi E1R9�5 Ir fl EL EC713GL CpNINIODP I I `T _ courR� vnallo f APR2p� FCR MrOMI IIEE" I N11H NYLPN "WIRE-uRE-nE9" FEFRL^ER4Jr PIRNC. L rY f " �RJILE VwM3' EXIERNli 11} IINT t I CSIJPr QJr fl/'CIOR CUNlDFNttR INDIJINT UM �NDLER WURMECHANICAL Air Conditioning Corp. LIC- CAC1816081 WWW.MECHANICALAC.COM CODE COMPLIANCE ST. LUCIE COU_ NXY�z�/Cq BOCC � l I SCANNED BY St Lucie County NORMAN NNOIRMAsigned by N SAYRE 9.1 SAYRE 110:18 06� 05'00'0 Scale: 1 /8" = 1 1011 Page 1 Right -Suite® Universal 2019 19.0.12 RSU08764 2019-Nov-2010:16:16 ... DELS\CAYMANGIL SEAGRAPE 2... 1 I ,j I�I tl I "J � I I I 111 i 11 I 1I it u I ,I Lti I "I' u u I_ 7�i L u .I " I II FILE COP �1-_ - - !� OiE COMPLIANCE - f= -r 11 ST. LUCIE COUNTY L- Ij LE-i BOCC PROPOSED CAYMAN SPEC- 5713 SEAGRAPE DRIVE, FORT PIERCE, FLORIDA 34982 PLANS AND ENWIGINEERING BY PAUL V"ELCH, INC. 1984 SW BIL-iAlORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 FDOH in St. Lur* Qounty `. O EnvironmenieiHealth PHONE: (772) 785-9,888 FAX : (772) 785-9933 Site Plan Approved for Construction Supersedes All Previous, Site Plans for OSTDS # 5 - -1. 53oi`fl & Well Date: - Reviewer DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: CAYMENSPEC OCCUPANCY TYPE: R STREET ADDRESS: 5713 SEAGRAPE DRIVE, FORT PIERCE FL 34982 CONSTRUCTION TYPE: V PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY I AL§O CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED By CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: X SUPPLEMENTS ANDASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: X PARTIALLY ENCLOSED: OPEN BUILDING 3. RISK CATEGORY : 111 X III IV EXPOSURE CATEGORY! B C X D 4. DESIGN WIND VELOCITY: 161 .MPH 125 ASD N/A LRFD END ZONE WIDTH: 6' 5. MEAN ROOF HEIGHT: 13.3, ROOF PITCH: 6112 PARAPET: N/A FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE1: +22.3 ZONE2: +22.3 ZONE3: +22.3 ZONE4: +33'6 ZONES: +33'6 GARAGE: +22.3 - 35.4 _ 59.8 - 87.9 - 36.4 - 44.9 - 29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF/DEAD: 5 PSF ROOF/LIVE: -2-0-PSF BALCONY • NSA PSF DOCK: N/A PSF DECK: NIA PSF STAIRS: NIA PSF FENCE: NIA PSF RAILING' NIA PLF/CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED', YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH, P.E. CERT. # & CO. CERT. AUTR 29945/5115 DESIGN FIRM : PAUL WELCH, INC. DATE: ADDRESS: 1984 SW BILTMORE ST SUITE # 114 PORT ST LUCIE, FL 34953 CONSTRUCTION BY PORT ST LUCIE PROPERTIES 2401 SW MONTEREY LANE, PORT ST LUCIE, FLORIDA, 34953 MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROPERTIESINC. COM ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REVIEWAFFIDAWTAPPLICANT: BUILDING PERMIT NUMBER: OWNERS NAME: CAYMEN SPEC PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBERGLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + / - 55.0 MI WINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3/16" X 1-1/4" MIN. EMBED TAPCONS AT 2" / 16" O.C. WINDOWS N/A N/A N/A N/A N/A N/A N/A. MULLIONS N/A N!A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A _ N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A N/A NIA SLIDING GLASS DOORS SWING TYPE DOORS FRENCH DOORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS + / - 55.0 + 47.0 + / - 50.0 MI WINDOWS &DOORS THERMA-TRU THERMA-TRU 120 / 130 / 140 CONSTRUCTION SERIB SMOOTH STAR FL # 22401.3 FL # 15227.2 FL # 7640.4 IMPACT IMPACT S/L IMPACT (2 ROWS) 114" x 1-va^MIN, EMBED rAPcoNs AT 6" / 16" O.C. 1/4" X 1-1/4" MIN. EMBED TAPCONS ATW/14"O.C. 114" X 1-114" MIN. EMBED TAPCONS AT T/14"O.C. GARAGE DOORS HURRICANE PROTECTION SEE ELEVATIONS N/A + 55 / - 64 N/A DAB N/A 824 / 811 N/A NOA # 18-301.07 N/A N/A N/A 5/16" x 1-5/s° MIN. EMBED LAG SCREWS ONE PER BRACKET N/A ROOF VENTILATION N/A N/A N/A N/A N/A N/A N/A ROOFING MATERIALS 95.8 108.5 GULF COAST SUPPLY AND MANUFACTURING 5-V CRIMP METAL ROOF FL # 11651.12 N/A PANEL FASTENER # 9 15 X 1-1/2" WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, MINIMUM f'ENTRATION THROUGH THE PLYWOOD.OD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED IN THE RIB OF THE PANEL AT 12" TO ROOF. SLOPE AND 6" O.C. ALL PERIMETER OR ROOF I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: PAUL WELCH, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO. 29945 0 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ADDITIONAL NOTES 1) INTERIOR TO BE Wd DRYWALL FINISH, 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. W THICK WITH (13 GAGE, 1 318' LONG, 19/64" HEAD; 0.098 DIAMETER, 1 %'1 LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0,086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0 086 DIAMETER, 1 5/8' LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.0 FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWERAREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVEA FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514. C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS C" FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY. 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3"BEAMS: 1 %"SUSPENDED SLABS: 1 %" 6) LAP A'..:. -ENFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLFI INC OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS ! JOT - ERPo,; FED. 9) UNI ", OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MRES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE I'T AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V WI BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. H W W Cn F ----- % rn "to O rn CD U N 00 C) LL * M 05 M W 0 m m ° V) LL W W Lu LL � L Z C)P- Z Z J 'n 2 r n V 2 J F- _ V Z " DO Z LU w LU UU)) ZO a I.LI 3 IL 1i It a a rn a- ;E LU PLAN SHEET INDEX COVER SHEET 1 SHEET 2 FLOOR PLAN SHEET 3 ELEVATIONS SHEET 4 ELECTRICAL SHEET 5 FOUNDATION SHEET 6 BLOCK PLAN SHEET 7 HVAC PLAN SHEET 8 TRUSS PLAN SHEET 9 DETAILS SHEET 10 DETAILS SHEET 11 SHEET 12 PLAN SHEET INDEX / r N m &1/YSTEP 2,-0„ O E) WO LU = 5'-1 /V 1 n K y DRAWER BATH i rn w STACK 9 I I ° 2 8 I •' O w ■ U.WARDROBELU m� I 02 J I et{ in � I I L 1�r1 ■ 0 4 w w w 13_--11%"_ I 2 2 C9 o �2 U LU ILI N ti m O� U 4 W Q ml NON BRG. WALL 9 anruamannruannmannmlamauru - vmm, EWH 2" CURB �- O OBEYOND WALL 20 MIN. FIRE 2868E A:I RATED DOOR PROTECTION POST C % ■ F� fPL METER $MAIN 16'-2W' ° 3'-1 Y2'' CONNECT w i 2" CURB L150AMP BEYOND UTILITY PAD ELECT. PANEL i AIC COND. INSULATE WALL w MIN. R-11 FIG BAIT GIRDER BY TRUSS CO. GARAGE N 8'0" FLAT CEILING — (A F.F.) -- - - - - -------------------- -----• ■ z , , a ' ' HOSE BIBB J- 3i ne°wwnrw R,x.u�reeuce CTHe"tcw SUS we•xw lmQwwr �,� TYPICALSTEMWALLFOOTINGDETAIL F10 SCALE: i/2'=P-0' REF. 4 SLOPE CEILING FRO 8-0" ID DINING 9'-4" FLAT CEILING 16"X16"X8" CMU COLUMN 10'-0" i eeeeeeee� , 2, " , az U N N gam• ITK C_HE_N a m _ _ _ _ _ — _ _ _ J 9=4"FLATCEILING K ro ,4 WALL CABINETS , 36" HIGH COUNTER LOTION LCDC�ATION �1 34-1120KNEE WALL J Ilm HALL — NON-BRG8'-i'FIATCE4ING HEADER/CAMBER II " --- T-9" A W „pp®q i co o o LL ® ti GREAT ROOM 9'-4"FLAT CEILING �a o� Qm o - - - - - - - - - - - SLOPE CEILING FROM 8' 0" TO 9'-4" - - - - - NON.BRG. WALL I A .- © / 14' TEMP. SL ■ I Ell T 1 ■' ■ ■ SH-35)COL a+ STEP MAIN EGRESS DOOR, ' H COVERED ENTRY / FRON RCH 9'-4"FLAT CEILING F9 TYPICAL STEM WALL FOOTING DETAIL SCALE: 1/2'=1'-0" 12" X 12" CMU COLUMNS TRUSS BEARING (3 LOCATIONS) �, 58'-0" IG-v PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES 12 (PER CONN. SCHEDULE) 6 5-V CRIMP METAL ROOF OVER 30 # ROOFING FELT R-30 TYPICAL CEILING INSULATION CONT GALV. MTL DRIP OVER (PT)1 X 2 — — — — HOSE BIBB , �" 1/2" DRYWALL @ CEILING I (TYPICAL) 3'-2" 5'-0" fir$' " 8" X 8" X 16" BEAM BLK. 2" X 6" PRE -PRIMED 112O.H.W/ (1) # 5 BAR IN 3000 PSI SPRUCE FASCIA I°'° CONCRETE FILLED CELL SH-25 / EGRESS VENTED 8" PRECAST LINTELS � ■' -�Ti ■ ■ STUCCO SOFFIT W/ (1) # 5 BAR FORALL 0O ■ (SEE DETAIL) I°. DOORAND WINDOW OPENINGS LL & FILLED W/ 3000 PSI CONCRETE ❑ STUCCO FINISH . w CD 1"X 2" P.T. FURRING STRIPS S2 VERTICAL REBAR TIED TO DOWEL @ 16" O.C. WITH FI-FOIL z INSULATION & RUNNING INTO BEAM BLOCK BEDROOM # 3 IN 3000 PSI CONC. J 1/2" DRYWALL X-O" FLAT CEILING p (TYPICAL) AL ) Y VERTICAL DOWELS o 1/2"1 WALL \ r w/ 30" LAP SPLICE to ° 8" CONCRETE BLOCKS Lo FROM FOOTER WOOD BASE BOARDS SEE FOUNDATION PLAN �h- FOR SIZE &SPACING ) �4" CONC. SLAB (MIN. PSI) M ■ w/ 6 X 6 10/10 WWORR FI FIBERMESH '-8•/," 7'-1'X" .�0'-0" TOP _OF SLAB GRADE 4" - — - — - — - — - — — ROD $SHELF" a L� _ a CLOSET N A TYPICAL WALL SECTION 5068 IFBIFOL ■ N (CONCRETE BLOCK/ LINTEL U-BLOCK CONSTRUCTION) � I I NO SCALE V-SY2" —' 5,4„ BEDROOM # 2 , 8'0" FLAT CEILING WC BATH ao 31/2" STEP \ / o � 11-10' TILED SHO�VER It loin 0 tV ■ ■. ■ —_ SH-25 / EGRESS/ COL. 0 TRUSS SEARING 4'-2" SOFFIT DETAIL NO SCALE X 6" RIMED & PAINTED 'S SPFJCE X 22" "ZNTS 4'-0" (C. JCCO CER WIRE LATH W/ 11ge. 2"AILS WITH 3/8" HEAD DIA.1' 6" O.C. OVER 3/8" RIB LAI @ 6" O.C. WITH (2 LAYERSF 15 # FELT OVER EACH FRAING MEMBER) eis v AREA TABULATION OCCUPIED A/C AREA: 1338 SQ. FT. GARAGE: 424.0 SQ. FT. FRONT ENTRY: 96.0 SQ. FT. REAR PORCH: 264.0 SQ. FT. TOTAL FOOTPRINT: 2122.0 SQ. FT. SCALE: 1 /4" = 1'-0" OPTION "A" REVIEl E-D F0' CODE COMPL9ANCE ST. LUCIE COUNTY BOCC REVISION REVISION z m w 0. V er 0 <M J � O a ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 786-9888 FAX: (772) 765-9933 w IL vl L co Q W LL Q U W o Q W WW W Lu a ~ �'"� o M ( O L 0 CL W 0) W r) ee� O W LJL CL LL O� i. i. W F_ UL � Z eeeeeee•S 1 W ly W ��nn vJ Z .aS U) V o N SHEET FLOOR PLAN MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 2 OF 10 SHEETS BEARING HT 9'-V (ENTRY) BEARING HT 8'-" '09 -------- 11 OPENING I.D. A FINISHED FLOOR 0'-0" BEARING HT V-0" FINISHED FLOOR 0'-0" M NOTE SAND FLOAT FINISH ONALL STUCCO BANDS & RETURNS SUCHAS WINDOWS, DOORS, GARAGE DOORS, AND ENTRY CALCULATE ATTIC VENTILATION CEILING = 2036 SQUARE FEET 2036/300 = 6.7867 REQUIRED VENTILATION 208.0 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. - 47.667 SO. FT. / 2 = 23.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 23.8 SQUARE FEET> 6.8 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS 0 48" ON CENTER REQUIRED VENTING IN THE UPPER PORTION OF THE ATTIC 40 - 50 % OF REQUIRED VENTING AS PER FRC 806.2 EX 02 6.787 X 40% = 2,715 SQ. FT OF RIDGE VENT 6.787 X 50% = 3.393 SQ. FT. OF RIDGE VENT RIDGE VENT 18 LINEAR FEET OF 2" VENT = 3.0 SQUARE FEET OF RIDGE VENT PROVIDE 18 LF OF RIDGE VENT 6� SCALE: 1/4" = V-0" 8"STUCCO STUCCO 18' L.F. 1 41 12" X 12" CMU COLON OPENING I.D. G 31 OPENING I.D. C 31 TEXTURED STUCCO FINISH (TYPICAL) 6"STUCCO BEARING HT. V-0" 'SCREEN NOT SHOWN' FINISHED FLOOR 0'-0" SCALE: 1/4" = V-0" MR. SCALE : 1/4" = V-0" BEARING HT. 81-0" z±N _ FINISHED FLOOR 0_-"_ -j±�_ -BEARING HT. V-0". FINISHED FLOOR 0'-� 18 LF RIDGEVENT ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. OPENINGAREA 0 INTERIOR ZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE Al 10 +33.6 PSF -36.4 PSF +33.6 PSF -44.9 PSF 2 15 +33.5 PSF -36.3 PSF +33.5 PSF -44.8 PSF 0 20 +33.4 PSF -36.2 PSF +33A PSF 44.6 PSF 4Q 25 +33.3 PSF -36.1 PSF +33.3 PSF -44A PSF 8 30 +33.2 PSF -36.1 PSF +33.2 PSF -44.2 PSF Q 35 +33.1 PSF -36.0 PSF +33.1 PSF -44.1 PSF Q 110 +22.3 PSF 22.3 PSF +22.3 PSF -29.0 PSF 1 DESIGN PRESSURES PERASCE 7-10 0 zz EXPOSURE 160-C \\Y _ BEARING HT. _ BEARING HT. V-0" FINISHED FLOOR V-0" 1±^ .. REVIEWED FOR soc _ - BEARING HT. V-0- - _ FINISHED FLOOR REVISION REVISION a m 4 = U vs o_ 0 z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 U ^ ''a- vJ Do Q (Y) �- a LL Q U � w � 0 w w a W U u) O M CL Lo ° Q L.L eM Lo O) WIT M o W LL rL w OD J H ^ I..L F- W CL 0 LL J J � w � ♦♦�� VJ w Z O U) O N SHEET ELEVATION PLAN MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 3 OF 10 SHEETS FPL METER & MAIN DISCONNECT o m I � I � I I FAN FAN / LIGHT ' I PREWIRE \ I I� LIGHT \ _ ` I I I I r - - \J'J_� I I ®CO DETECTOR YN Y Y EWH o GFI I D N ATTIC LIGHT e _ 150 AMP ECT PANEL J' GFI GFI PREWIRE FOR GARAGE DOOR OPENER ------- -; i #4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND FAN / LIGHT PREWIRE 1 . / LIGHT FAN .J oREF. DW ,fLL7 ---------- / G. DISP. PREWIRE ___ GFI X-- Jam• - `� FAN PREWIRE ONLY r/ , %i ------------- , , GFI. GFI; /cam'/FAN PREWIRE ONLY 220V W D �/ \� t•%I 7 • • DETECTORS I II■ r� O, \ / 30 FAN PREWIRE ONLY ELECTRICAL PLAN SCALE: 1/4" =1'-0" (3) # 4/0 ALUM IN 2" C ELECT. SERVICE "EP" Q 150 120/2401 2 1s1& � MBR 150A «EP" MLO O120 1QOP140V M MBR 150A MLO (3) 4/0 # 4, 2" C ALUM ELECTRICAL RISER / DIST. / OPTION "A" NOTE: USE ALL COPPER WIRE NO SCALE (3) 4/0 # 4, 2' C ALUM # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE -UG SERVICE BY FPL (3) - # 4/0 ALUM IN 2" C ELECTRICAL RISER / DIST. / OPTION "B" NO SCALE ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT OT GFI OUTLET Q 3-WAY SWITCH $s SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $p DOOR CHIMES po" PUSH BUTTON [2 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WPIGFI SERVICE PANEL 110V OUTLET (p SERVICE METER L�l CEILING FAN 220V OUTLET Q LIGHT FIXTURE �.l 4-PLEX OUTLET WALL MOUNTED lAlc x SWITCHED OUTLET LIGHT FIXTURE SPECIAL PURPOSE ® LIGHT FIXTURE wIPULL SWITCH / 1 4PJ CEILING FAN w/LIGHT JUNCTION BOX © RECESSED LIGHT i A/C DISCONNECT E=P VAPOR LI O PHONE OUTLET If SSED LIGHT RECESSED TV OUTLET FLOOD LIGHT FLOOR OUTLET E. FAN LIGHT ® SCONCE PREWIRE �ZJ NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ELECTRICAL LOAD CALCULATIONS PER NEC 1 1338 SO. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4014 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRYCIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 39214 VA FIRST 10 KW Q 100% REMAINDER a 40% TOTAL: A/C HEAT 0100% TOTAL: 31685.6 = 132. AMPS USE 150 AMP SERVICE. 240 10000 11685.6 211555.6 10000 31685.6 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2)AMINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALLBE HIGH-EFFACY LAMPS ORA MINIMUM OF 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72' OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 1D' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISION REVISION C ZI- Y m t7 w v 6 = O o_ 0 z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 786-9933 W 0. Z Lu > DO G J Lu CL LL W w O M L0 ° 0. M LSD W A IN— � L� 0 W LL LL ^i LW NO I..L � LY LLI 0L � Z ♦♦^�^ VJ W 1 Z N O� CL O d' N SHEET ELECTRICAL PLAN MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 4 OF 10 SHEETS z ")a LL 0 w 0 w a �4 z b w w LL �a w g lH w/ DRIP PAN & DRAIN LINE UTILITY PAD 16"X16"X81, BLOCK COLUMN w/ (3) # 5 BARS VERT. 20'-0" C/L OF AHU NOTE: F 9 PROVIDE 1" SCH. 40 PVC DRAIN LINE FTG FORAIR HANDLER PLUMBER TO RUN CHASE F FROM A/C TO AHU N U N ON BRG. WALL RECESS O.H.G.D 11 4" THICK (2500 PSI) CONCRETE SLAB w/ FIBERMESH OR 6"/ 6" 10/10 W WM F-1 OVER VAPOR BARRIER ON CLEAN C' COMPACTED CHEMICALLY TREATED FII 6'-10" 4'.7" RECESS SLAB 3-1/2" BELOW FINISH FLOOR a N 0 3-VT STEP 4°—•'Y9f 14'-0" HOSE BIBB DW LL J 'cam " 7 I, 4" THICK (2600 P ) CONCRETE SLAB wl FIBERMESH O 6"/ 6" 10/10 WWM OVER VAPOR RIER ON CLEAN 0'-01, TOP OF SLAB 4.$, O 3 ,� , iv�07 U �l I: U wI F-9 I ' I� VTR ----- - I' RVER I, WASHER LOCATION 69 � Y F-2 � FTG � m � _ Z/' /¢ MAIN EGRESS DOOR O �� \ � /API u\ g IL cco U A I MM! ,. 12-X 12- w/(2 (3 U 22'-7" CIL DW 25'-4" C/L REF. 18'-7" -1/2"WALL THICKENED RAI, FTG e 3 c7 w U xTEP .. E.E NISHFLOORuj 16'4" 2,-0„ 4'�" 1,,,1„ 5'-2'rP 2'-2%:' 64" 1'-4 4'-5" 4'-8" TAW r 20'-8" 3'-11" 16'-2" 4'-1" 13'-2" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 44" 2.) #5 DOWELS 10" 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. WHERE SHOWN Fpl ON PLAN THERE IS A VERTICAL # 5 We = 3000 psi MINIMUM) DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR#5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY TIE. #5C( 4" THICK Cl w/ 6" X 6" 11 G L C N -v N N N # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE (2500 PSI) CONCRETE SPREAD FOOTING (2) # 5 BARS CONTINUOUS '� TYPICAL STEM WALL FOOTING DETAIL r 1 u SCALE: 1/2" = 1'-0" I II_ #5 REBAR m FINISH FLOOR CONCRETE SLAB O M 41 CONCRETE SLAB "^ '.. F. FLOOR — — -' - FINISH GRADE ---- 4 II , �-5 Z ' (2) # 5 REBAR 12" 16" (2) # 5 MINIMUM CONTINUOUS, CONTINUOUS �y 3" COVER MIMIMUM. r BEARING FOOTING gINTERIOR NON-BRG. FTG. F� SCALE: 1/2" = 1'-0" CAL E: 1/2" = 1'-0" REBAR Z II 7-518" CURB I c4i II � Z' II #5 REBAR CONCRETE SLAB 41 = N FINISH GRADE CONCRETE SLAB _ _ CONCRETE SLAB ch F. FLOOR m N FTPT— (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. 4„ F3 CURB SECTION SCALE. 1/2" = 1'-0" IMIII �IIII II 1 11111111=111=111r11 IIIIII • i I I a i • IIIIII �IjIBI id 1111111111 11111111•.=�111n —=I=— - 111=111=11F I=111= —III=111=1 :!1_In 111=111-111�111�111—IIM N _III_III_111=IIIIII_ 1_M_III • • • i BEND # 5 BAR INTO SLAB C'h # 5 REBAR WITH 30" MIN. LAP SPLICE # 5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) 8" X 8" FHA BLOCK WITH (1) # 5 BAR CONTINUOUS STUCCO FINISH 8" X 8" X 16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE FINISH GRADE ( "SEE ELEVATION PLAN") (2500 PSI) CONCRETE SPREAD FOOTING (2)#5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL ry SCALE: 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNTY OCC REVISION REVISION C z Y m 'd w d = ti a 0 N O Z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE : (772) 785-9886 FAX: (772) 785-9933 W Z > � M J LL. U < W Q 0 W ly UJI W co O cn LI`n LL M/ 0) W I— LL p WJ LL O� J C/)N W L.L Uw 0 Q J �. LU LLI r n V ! Z 2 I..L 3: O `� o d' N SHEET FOUNDATION PLAN MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 5 OF 10 SHEETS REVISION REVISION z m w d = W 0 N d' O z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE: (772) 785-8888 FAX: (772) 785.9833 16"X16"X8" 16"X16"X8" BLOCK COLUMN BLOCK COLUMN w/ (3) # 5 BARS VERT. 22I-0" w/ (3) # 5 BARS VERT. B' 8" 3'•2" 12'-9" 6'-2" 7'-11" T.2" 10'-0" T-2" 5'-0" 16" 19'-4" 6" !O 10'-4 11/32" L-6 L-7 10'-4" 1' 4,1 10'-4„ RECESS SLAB 3-1I2' BLOCK COLUMN •' BELOW FINISH FLOOR FIELD ADDED #5 REBAR @ TOP 0 0 (MIN. (1) REQUIRED) y n. «`, F 1 1/2" CLEAR F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 (c� A. = C.M.U. r BOTTOM OF LINTEL CAVITY J 31/2STEP 8F16-1 B/l T w a �; '_• 1 ,, GROUT Q ® ® 0 UM z • FIELD ADDED #5 REBAR @ BOTTOM NOMINAL WIDTH I QUANTITY OF #5 REBAR @ TOP • (MIN. (1) REQUIRED) NOMINAL HEIGHT in r— — — — — — — — — — — — 7 5/8" BOTTOM REINFORCING TYPE DESIGNATION ACTUAL PROVIDED IN LINTEL 11 U NOMINAL (VARIES) W 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WIDTH 0. I I 1 '^ 1 I 1 I vJ I i I Z> co co i I I I r a -i 0'-ow 1 r I TOP OF SLAB I (`'� L) I I 1 i cno ® w a L — — — — — — — J I N • W M I— NON-BRG. WALL I I cn � ______ ___ _____________;; I I o � o II �NyI c L—————————————— — — — — —— — — — J L.L. J L.L. R 3ue liz ''Z O 0 8F28 8F24 8F20 8F16 II ._.. ... _ `T CROSS SECTIONS _... ..... ...... ....._ STEP O g 4 � L,a Y6`..,.." W A i4 J � J W O LL NOTE: � LLI T-6" 4'-8" CONTRACTOR TO VERIFY WINDOW & DOOR OPENING INFORMATION C/LCOLUMN C/LCOLUMN C/LCOLUMN C/LCOLUMN O 0 12'X 12- CMU COLUMN wt 121ps enRs RECESS SLAB 3-1l2" J O(3 LOCATIONS) BELOW FINISH FLOOR �L r W O a 2'-4" 16' 0" 2'-4" V-0" 4'-6'/"" 2'-10%" 4'-8" 6'-1" 5'-0" 3'-2" 51-01W Z J >- BLOCK &LINTEL PLAN I-" W SCALE: 1/4" = 1'-0" U) z 1NN 8'-1" BEARING HT. 6068 a� Ed 9'-4" BEARING HT. Q. N SHEET BLOCK PLAN REVIEWED � MODEL BODE C�'MP I MRmSPEC DRAWN ST. LUCIE O U RX MONTALTO JR DATE oc4/10/2079 SCALE AS NOTED SHEET NO. 6 OF 10 SHEETS OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFI� BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING TYPE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 1O 16070 OHG DOOR 192" X 84" 84" 8'-7" 1 T-4" 8F20-1 B11 T 950 160 404 150 2O SH•35 54-1/8"X63" 80" g'_1° 5'-4" 8F16-1B/1T 5365 1000 2290 250 O 3p66 OUT SWING 56" X 83" 83" 8'-1" 4'-6" (R) BRF14-16/1T 5208 500 2525 250 DOOR w/ 14"SIDELIGHT ® SH-25 38" X 63" gp" 8'-1" 4'-6" $F16-16/1T 6113 920 2724 555 �5 SH-25 38"X63" 80" 8'-1" 4'-6" $F16-1B/1T 6113 920 2724 555 © SH-23 38" X 38-114" 80" 8'-1" 4'-B" 8F16-16/1T 6113 520 2724 250 O7 74" X 79" 79" g'_1" 7'-6" BF16-1 B/1T 2661 1000 1634 250 SLIDING GLASS DOOR ® SH-25 38"X63" 80" 8'-1" 4'-6" SF1B-16/1T 6113 1010 2724 965 O9 SH-H32 27-1/2"X26" 80" 8'-1" 3'-6" 8F16-1Bl7T 6113 160 3547 150 L-1 OPENING AT COVERED ENTRY 96" 90B 6'-6" 8F16-1B/1T 3480 505 1880 450 L-z OPENING AT COVERED ENTRY 96" TOB T-6" 8F16-1 B/1T 2661 160 1634 150 L-3 OPENING AT COVERED ENTRY 96" T B T-6" 8F16-1B/1T 2661 160 1634 150 L� OPENING AT COVERED ENTRY 96" T B 6'-6" 8F16-1B/1T 3480 505 lggp ' 450 L-5 OPENING AT COVERED PORCH 80" Tpg 11'-4" 8F16-1B11T 1366 O� "��� �ta�% L-6 OPENING AT COVERED PORCH 80" TOB 10'-6" 8F16-1B/1T 1533 Ol.� � I �' ���? L-7 OPENING ATGOVEREDPORCH 80" TOB 10'-6" 8F16-1B/1T 1533 ?�� �(�- L-8 OPENING AT COVERED PORCH 80" TOB 11'-4" SF16-1B11T 1366 ��a�s' �� �Ot� / 2n 2n Pe V 2' �R SHOWER 3 VTR 92n L AIR -��j ... WC GAP 2" VTR 2„ pW i! 3" KS 3" 2" 2„ W 3„ 6c --------------------------------------- T G RUCF PORCH 311 esa'tcarslaer� L 2" n �—r 3 yVC W — — TER BEDROOM nlNMN ® RrDRc, U 03 GENERAL NOTES EQUIPMENT SCHEDULE SHOWER s.®ccaBcsouan ra Tabu€aliws 3 KITCHEN Ta the beet of my Knowledge these plans CONDENSER- GSX16SO36 FRANKLIN ���/'� srF� arm ®� and specs do cam with all applicable MAX FUSE-34 M.C.A.-18.7 VOLT-230 VJ ® PY codas & 2017 Florida Building 4° W N 6x6 �- i0x1Q Code.MechanPccl AIR HANDLER- ASP747D14A z > OD 10x10 89drn 4 d , 144drn 186dm Energy Energy MOTOR�SPC� TAP C.A_-z1 vDLr-23D Q Ener calculatl ons done using 7" i Gauge RaRca201D & Right-J& HEAT-IsPie M.C.A- 54 MAX FUSE- 50 g 12x12 [] 1OX10 1-- rlcN F 169dm Right J2 Is the uutometed verelon of the TOTAL BTU- 35.PDO 3n LU J �LL ?' 14 � y.`E - -"�R ,. 10+. ,"��� 8th edition of {'he AGCA Manual J. Right-J� SEER R411NG- 16 �' Q„ 14X94' 1 y 14x14 " ,F^L II ��"`- _ -" ;r r computes the sizes of heohng ontl cooling AHRI F�F#- 201785534 Lu 6X6 10" ��g � � � ���� � � � � �.malt rhol H and q thus used for slzlny THERMOSTAT- HONEYWELL T6 4„ 14x10 �w �s 12X12 --- 0 10 dentlal VAC equip ent REF LINES- J�4 / 3/8 �„� of -"'1 �, desf n 212di_ r T 14` Q ,. � � r�7 " " sign done using Right -DC O � LU 10,.r>-,,,,�...,,.k.. Rie99h��pk Q a F X10 b is the mfcrocompuler version of L7=275dtti the second edition of the ACCA Monuol D for 4+ (� s 12X72 lal duct de9ign. DETAIL COMPLIES WITH FHC MECH 30�_'12 % ('!) CI E— - pIAX,NNECr Bt tllli ox10 aoxlo (/��Jj These Plans supmedc and void all previous r PLUMBING RISER ® V 1201179 �' 120 U w plans and specifications Q r, eRcnreER ioannoP+. N�' SS O h O ONP ➢6 DOWNS ELf-0TRICI GONT?FGiOF- ,_v�„�I"E NO SCALE U- Duct & grille l=iions ni change due to w""�RR"' s"N,reoL wlrenu: ^ nrrreovra Fore ouma.-R use L..L ® 31 ownev's request or structural limitations. i umu NrIaNuu"FaE ° O oa ¢em�c�a WVARES AS SYSTEM CURRENT 5FAFIC PRESSURE Cs - "EmmERnm FRIN�> CREAK ROOM FOYER ALL GFM'S ARE APPROXIMATE, ACTUAL CFM r 4TCRVI4I V/LKJ. [Xj[RNAI N ',2, iU UNIT CY fy BEDROOM # 2 F�a �E CEN M s(OWRT DIR PLUMBING NOTES: er cENFAaL maRncr"R g ionvFR� F CONDENSER 9HOUNTING 0E6AL 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. ------------------ ------------------ fl 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. M 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. U) CO 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING W LARGER THAN'/i' NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, Q PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO 0 THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. O 6) WATER HEATERS INSTALLED SHALL BE INACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. U- LL O J W � a U LL J r W rr-� W VJ III a� �a N SHEET HVAC PLAN MODEL CAYMAN SPEC DRAWN REVIEWED FOR ;,*�� _ MARK MONTALTO JR ,RODE "C��,.i��r'"�.a9t'�u'�"9CE DATE 4/10/2019 SCALE AS NOTED SHEET NO. 7 OF 10 SHEETS REVISION REVISION O = CC �1 w Y W = 6 U 0 0 z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1884 S.W. SILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 7859888 FAX: {772) 785-8933 REVISION REVISION m Iz- fl W d 0 N �r 0 z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1884 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: {772) 785-9933 58' 0" 201011 22' 0" 161011 r (q m n n n n n m m r W W W n NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR �� cJ1 LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. CJ3 CJ3 r` FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT " OJ5 OJ5 p o OR MORE, CONSULT ENGINEER FOR CV E01 N ADDITIONAL TRUSS CONNECTOR OPTIONS E02 V y y U 8'-0" CLNG E03 C1 V4 OU Q U �� y V Q o< 4 CJ1 CA O c VO N < U CJ3 V 2' 0" 11,10' CJ3 V 2' " 1 /4" 2' 0' EJ5 CJ5 L F > > o a V 8,_ , ,,-0, DRY EJ5 U) ER11 VENT co 5' 1 1/4"\>� mq Q 0 v- EJ7 ,, T , 0„ EJ5077777Q � 3' + 9' 26' 0" 5' 0„ W EJ7 a c o tv EJ5 a m m m S W 7' 0" U n EJ7 EJ5 0 Q LII N b V-0" CLNG EJ5 04 0 d EJ7 0 11 " EJ5 r /� C+) N AHU ATTI 8'-0" LNG VQ, 0 EJ7 ACC s EJ5 A �'Og L.L O 1 T 0„ 50, ER 5 EJ5 f1/ EJ7 V EJ500 ER 2ND BRCS. OX IST `� 3 F IV XXGE ER m m m V '� LO cJs 1� VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR Iv/ (4) # 9SD X 2-1/2" TO 9'-4" CLNG CA SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTSI6 AS DOI �, 2 PLY CJ1 STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. M 0 V-0" CLNG G01 N Q a o D02 N . CJ iD o iV�voi CJ3 ,M USE SIMPSON EXPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) C] D03 c ` d O . CJ1 M CJ1 � �' �' UJI 22 (1) FGTR WITH (18) SDS 1/4"X 3""X 5"TITEN HD MAYBE USED IN LIEU OF J CJ5 5 fV LL 9 CONNECTORAS SPECIFIED. � LLj w m'w t3 c3 �S � U CJ3 t; 3 � � J i0 CJ1 1 11 �_ o w 201811 41011 16' 0" 4' 2" 13' 2" Z J�J 58' 0" W W Cif z cn TRUSS END DETAIL O O Hatch Legend N 9 12 N PLUMB CUT OVERHANG 6 9' 1 11 7 X� � R EV I �J�i ED FOR R SHEET 4-3116" HEELHEIGHT COUP. ��fii'�'����UANC TRUSS PLAN MODEL ST9 ';asl (;�a)?9R/ CAYMAN SPEC . ,»'GDRAWN 8 -0" p . F F . . MARK MO NE ALTO JR H 4/1012019 SCALE 1' AS NOTED SHEET NO. 8 OF 10 SHEETS TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG-T/EAS SPECIFIED. TRUSS NOTES: 1)ALtROOFTRUSSESTOBEDESIGNEDBYTRUSSCOMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC.,INC. ,AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS i0 BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS CONTRACTOR: PORT ST PROPERTIES OWNER: CAYMAN SPEC / SEAGRAPE DR TRUSS MFGR: BUILDERS FIRST CHOICE LAYOUT DATE: CUT SHEET DATE : TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES Dot 1ST 1856 (2) HETA20 2500 {12) 16d Dot 2ND 2850 (1) MGT 3965 (22)10d & (1) 5!8" A.B. (z VALLEYS CONT. 100 # PLF ()MTS 16 1000 (14)10d X 1-1/2" � 1 STRAPAT EACH END ALL OTHERS AT CBS BEARING EACH <1800 # {1) HETA20 1810 {9} 10d X 1-1/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-1/2" AT FRAME BEARING TRUSS CONNECTION LI Q PRODUCT LUS24 8 HTU26 HTU28 HHUS26-2 HGUS26-2 HGUS26-3 HGUS26-3 O 0 C 0 o ca N HEAD: 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) � tV Z 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER Z (TYPICAL) W a O W 4 O N p 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) r` 4 fV GARAGE FINISH FLOOR I` d GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16-4 X 8'-0" & 9'4" X V-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 121, Q.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) BATT INSULATION r--TRUSS BOTTOM CHORD /2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING @ 24" O.C. OR 1-117 X 3-5/8" METAL STUDS NO SCALE 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) '1.6d NAILS EACH END (TYPICAL) - - ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION 2" X 4" LADDER FRAMING AT 12" INCHES O.C. SOFFIT PER PLAN -ALUMINUM DRIP EDGE OVER 1" X 2" P.T. Al 2" X 6" PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY ...... _ STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING PER STRUCTURAL NOTE # 13, SHEET Al00 _-METAL FLASHING ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION CEILING PER PLAN TRUSS BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE IM 6Puce 1 FILED CELL. (SEE FOUNMnON PINT R rs KEawmmaa min.LnP �ueE 1 I 1 TXS•FHd6lOG(Wlnl(1)Rs BARGOM 2" X 4" BOTTOM PLAT OR 1-1/2" X 3"6/8" METAL FILLECCE11.(SEE FO NIMIO "P OR LOWICNS) eEx0"6 snRlNro euG.aN RUNNER w/ TAPCONS OR CUT NAILS @ "sxu"ue nIN snlcwFlnwn 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) v6C1(CCca OwwF B UCC"FIx9H PXB` FNPSLOCKWInI I1)66 RORCOIRINUDUS 6'XY%16'CONCRETE BLOCK IM�SONF NLCFllBFILLED WxN Isms PSI) DOND. W 6'%S'%1S' CONCRETE BLOCK 0A49DNRV) FINISH 3RN1E(9EE EIfVAnON PIANO RLLC FIUEDMTH{ wmt)COxcR 1[666 P6°CONCRER:SPREAO FOOTING EXISTING FLOOR FINISHGRACE N (E6W PSII CONCRETESPREAD FCOTINO OI"S R4R3 LCNtIN0005 Rik SSAPB COMINUOUS TYPICAL STEM WALL FOOTING DETAIL TYPICAL STEM WALL FOOTING DETAIL TYPICAL INTERIOR NON -BEARING WALL DETAIL F10 SE:,z FsE. rz'= '-°' NO SCALE 14 EAVE 9.q 3 \ V 3 2 2 2. 0 z 3 \ 2 .A z w ,RIDGE \' 2�' LU ul a co3 \ 2 2 O 441 .4 \\\ \\ EAVE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1D NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (2NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. CORNER BAR ROOF SHEATHING NAILING ZONE # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF IN In FILLED CELL CONTINUOUS W TO FOOTINGS. > CORNER BAR BLOCK TRANSITION NO SCALE # 5 HORIZ REINF. TYP PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV. MTL DRIP OVER (PT)1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (3) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN FOR SIZE & SPACING J 10'-0" FROM FINISHED FLOOR EXTERIOR CEILING TO BE - STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) 6" STUCCO BAND 16' X 16" X 38" BLOCK BASE pim 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/3000 PSI CONCRETE TEXTURED STUCCO FINISH EXTERIOR CEILING TO BE STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) X 16" X W CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN L' PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 2XPT BLOCKING @ COLUMN STUCCO FINISH 6 PRE-ENGINEERED WOOD TRUSSES SIMPSON STRAP PER SCH. SOFFIT PER DETAIL 8" BEAM BLOCK W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE 12" X 12" BLOCK COLUMN w/ (2) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. REVIEW STUCCO FINISH �C,F)E COA # S DOWEL w/ 30" _ L U1 E MIN. LAP SPLICE BI VERTICAL DOWELS FROM FOOTER # 5 BAR VERT. IN (3000 PSI) CONC. FILLED CELL. (LOCATIONS PER FOUNDATION PLAN) -FOOTING PER PLAN 12" X 12" C.M.U. WITH 16" X 16" BASE NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION REVISION REVISION O a m Q oa. _ N O z —a ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST. LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 U W W Z Lu > o < G R 0 M >- a u- Q U W L) C] w Lu W wCD a ~ O�LL M 0 0. O V i 0) 0) (W 1 0 o W J LL W O� J W Q LL J H W W ♦♦ /^� vJ Z E r � g � Q O N SHEET DETAILS PAGE MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 9 OF 10 SHEETS CMU W (SEE W/ CORRO: PER% APPLY PE BETWEE (SEE N FILLED CELL AT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 1/8" 4-1/2" 3" 3/4" NOTE N PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) CV 1-3/8" 7-518" PRECAST CONCRETE_ WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK& WINDOW FRAME (SEE WATERPROOFING NOTE #5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 SLIDIN FILLED CELLAT JAMB BLOCK (TYPICAL) i 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 ANDANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S "PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) R BUCK DETAIL NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: FILLED CELLAT JAMB BLOCK (TYPICAL) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1.1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-1/8" P.T. w/ 3/16" TAPCONS 1-1/4" MIN. EMB. 4 /12" O.C. w/ # 10 SCREWS, PER PRODUCTAPPROVAL. WINDOW AND DOOR FENESTRATIONS SHALL BE INACCORDANCE WITH FMMA /AMA 2004 CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FASTENERS AS REQUIREC BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 } SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 314" FURRING TO MASONRY WALL WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH ACMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK PAID MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETVIEEN THE BUCK AND THE MASONRYTO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUD THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEALAROUND THE ENTIRE PERIMETER. REVIEWED FOR CODE COMPLIdANC ST. LUCIE COUNT" BOCC REVISION REVISION z m FZ W 1 s W v os 0 N z ENGINEER PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 S.W. BILTMORE ST. PORT ST LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 V w 0. U) Z �04 OD M �►- d -i Q U 0 W Ix o w Lu W c a 0 M ce LL CL Lo LL 0/ L.L eo W LL p W J LL CL LL OD J H n 1..�. F- W ULL D Q J } LLI W z ON oO N SHEET DETAILS PAGE MODEL CAYMAN SPEC DRAWN MARK MONTALTO JR DATE 4/10/2019 SCALE AS NOTED SHEET NO. 10 OF 10 SHEETS