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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: KING RESIDENCE OCCUPANCY TYPE : R STREETADDRESS : 6800 PEACOCK ROAD, PORT ST LUCIE, FL 34987 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 ALSO 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: SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS : ENCLOSED : X PARTIALLY ENCLOSED: OPEN BUILDING 3. RISK CATEGORY : I II X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +- 14'-27 ROOF PITCH : 5112 PARAPET: NIA FT. ' fK 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF BASED ON 10 SQ. FT. @ 10'MRH) ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22'3 ZONE 4: + 33.6 ZONE 5: + 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 : 20 PSF BALCONY' NIA PSF DOCK:. NIA PSF DECK : NIA PSF STAIRS : NIA PSF FENCE: NIA PSF RAILING- N/A 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: BOWDOIN G. HUTCHINSON CERT. # & CO. CERT. AUTH. P.E. # 70878 BOWDOIN G. HUTCHINSON, P.E. DESIGN FIRM: DATE ADDRESS: 806 DELAWAREAVENUE, FORT PIERCE, FL 34950 "' c s�s N vY ON K & V IW®US""TRIES 1379 SW BILTMORE STREET, PORT ST LUCIE, FLORIDA, 34983 PHONE: (772) 879-6885 FAX: (772) 879-6910 EMAIL: KANDSIND@,40L.COM CGC 1507642 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS ID ENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. VICINITY MAP CONTENTS Al00 - COVER SHEET A101 -PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL Al02 -PROPOSED ELEVATIONS Al03 -PROPOSED ELEVATIONS Al04 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A105 - PROPOSED FOUNDATION PLAN Al06 - PROPOSED BLOCK PLAN. A107 - PROPOSED FTG. DETAILS, COLUMN DETAILS, LINTEL SCHEDULE. A108 -PROPOSED CONNECTOR SCHEDULE, GAS AND PLUMBING RISERS. Al09 - PROPOSED TRUSS PLAN. All - PROPOSED HVAC PLAN. A111 - PROPOSED CONSTRUCTION DETAILS PLANNING & DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY, FLORIDA BUILDING& REGULATIONS DIVISION PRODUCT REWEWAFFIDAWT BUILDING PERMIT NUMBER: OWNERSNAME: KING RESIDENCE APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT SINGLE HUNG WINDOWS SEE ELEVATIONS + 55 / - 58.2 PGT SH-200 NOA# 17-0630.02 NON -IMPACT 114^x 1-1/4"MIN. EMBEDTAPCONS AT 9" EMO.C. FIXED WINDOWS SEE ELEVATIONS +/-71.3 PGT PW-220 NOA#17-0614.05 NON -IMPACT V4"X 1-1/0 MIN, EMBED TAPCONS AT6"/16'0.C. MULLIONS SEE ELEVATIONS +/-89.1 PGT ALUM. TUBE 1 X 2.75 NOA#20-0406.03 N/A 1/4"X1-1/4'MIN. EMBED TAPCONS (4 PER CLIP) BLOCK GLASS N/A N/A WA N/A NIA WA N/A - SKYLIGHTS N/A N/A WA N/A WA WA N/A SLIDING GLASS DOORS SEE ELEVATIONS N/A N/A N/A NIA N/A N/A SWING TYPE DOORS SEE ELEVATIONS + / - 67 THERMA-TRU SMOOTH STAR FL # 5891.2 N/A 1/4" X 1-1/4' MIN. EMBED TAPCONS AT6"/14'O.C. FRENCH DOORS SEE ELEVATIONS +/-50 THERMA-TRU SMOOTH STAR FL#15227.5 NON -IMPACT 1/4" X 1-1/4'MIN. EMBEDTAPCONS ATG"/14'O.C. GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 73W6 NOA# 18- 0301.07 N/A 6/16-X 1-W8" MIN. EMBED NAG SCREWS ONE PER BRACHE HURRICANE PROTECTION SEE ELEVATIONS +1-50 TOWN &COUNTRY 0.05ALUM. FL#11398.1 N/A 114"X1-1/4•MIN. EMBED TAPCONS AT3"/12'0.C. ROOF VENTILATION N/A WA N/A N/A N/A N/A N/A ROOFING MATERIALS 87.9 I 108.5 GULF COAST 5V-CRIMP SUPPLY & MFG. METAL ROOF FL # 71651.1 - WA PER ROOFING ATTACHMENT SHEET #A103 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: BOWDOIN G. HUTCHINSON, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: BOWDOIN G. HUTCHINSON, P.E. CERTIFICATION NO.70878 DANIELLE KIN'OE �j PROJECT NAME KING RESIDENCE El 'I PROJECT ADDRESS 1 ®' 6800 PEACOCK ROAD,PORT ST LUCIE, FLORIDA, 34987 W I SHEET TITLE : IL 0 r0VFR CNFFT DATE : 09-28-2020 SCALE : AS NOTED DRAWN BY BILL SCHROEDER 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFYALL 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 W' DRYWALL FINISH. 2)ALL INTERIOR GYPSUM BOARD TO BE MIN. IW THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 Y4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 5164" 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.C. 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 SHOWERAREAS 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 HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 61 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 OF 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, WALL ASSEMBLIES, 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 WITHASCE7-10. 2) SOIL BEARING CAPACITY: 2000 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 / kOOTINGS 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 WSUSPENDED SLABS: 1 ''A" 6) LAP ALL REINFORCING STEEL MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. III, 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. a 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES 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. h FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. "y ri 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 19/3Z' ; CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. I 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 SPACESpl SHALL BE WEATHERSTRIPPEDAND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ONI? 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 R402AA 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 FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402A.3. �y 5) C E3 (EPL) DISPLAY CARD IN� v. SHALL PROVIDE ENERGY NION ') R40CE CCO DAN E WITH FBC 2017 ENERGY CON ER ANTRACTOR . ��IPLIAIVC ELECTRICAL NOTES '0 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. / 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORAMINIMUM 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 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 FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125 VOLT SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHF OUTDOORS, OR WITHIN 72' OF EDGE OF ANY SINK. I ' Y n n." -1 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' O ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. PAUL WELCH INC. MECHANICAL;, ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM - PAUL WELCH P.E. FLORIDA REGISTRATION NO. 2991:, f � 01 0 1 2020 0 t. 'it a .. .: . .... _. ' ,..,.... .,,$ _.,.+,.`.. 95'4" - -- -- _------- __DEED- _DEED DEED 12" SQUARE SEE FOUNDATION AND BLOCK PLANS MU COLUMN FOR COLUMN SPACING DIMENSIONS (TYPICAL) ®®DEEDDEED-DEED'® --- DEED- - --- '----'-------- �---------DEED®® - 1 1 21'.0" 8,-0e COS/ RED POIZGI-� UTILITY SLAB 1~ Dasr-ORE7EPREGSiuNre S I A/C COND. # 1 A/C COND. # 2 0 bI 8'-0"CEILING EWH506ALLON+ POOL 60 1 i w/ RECIRCULATING PUMP. EQUIPMENT a0 FAH o BLADDER g Q 0 TANK a 1° FPL METER DH7 WATER TREATMENT TANKS 2 SH-25 / EGRESS 2 SH-25 / TEMPERED 3-1re'STEP 2).SH-25 / TEMPERED SH-33 / TEMPERED K L 2 3068/TEMP. GLASS N ; Q = O O O..'. •- � � - SHELVEE2068 � PROTECTION (z),oa AMP- . DW i 9�_3,/" POST ELECTRICAL PANELS ' O. -KHOSE BIBB ® I I W 9 DOUBLE SINK PANTRY � INSULATE WALLw/R-11 F/G BATT u7 I I8'-0" CEILING a I w Oil 8-0' NON-BRG. WALL pI'� I/ ------------------- HQSE BIBS% ; 2 8 FAMILY ROOM IC.ITC�ILN B._o.. I ; (�) Cali Garza« ; - I I VAULTED CEILING �i VAULTED CEILING 9'-8" 9'-7Y." _ V-0"CEILING AFF o I I = a W 22-1/2" X 54"PULL-DOWN STAIRS QQ I � PROTECTION I I ' R I p(Z ? 1 �D I O 4'ARAG'E ENTRY x --iPOST - - - 1 (VERIFY LOCATION) n w -� WOOD BURNING FIREPLACE 1 ~ 8'-W CEILING ,� `� � � r - - 4 X. � _ _ _ _ - - ' LJI w O I' I INSTALLED PER MANUFACTURES I- 1 w z " I La,1 I O w 6 :. INSTRUCTIONS APEX OF VAULT oa. 1 O W C I pp I QW I r QI -- - -----.------------------------- - - - - -- �T--- --- c - �4�..ri I C I�¢�I I LLLL - BUILT IN ENTERTAINMENT 1 " ; L I o I t�h m CENTER BY OTHERS 2 o_ A# "ATTIC STORAGE TRUSS" o O N I I N °o N LIGHTATTIC STORAGE N LfrLJTY ROOM ( ) I I F-0"CEILING I I UPPER CABINETS M I I 13'-0e I 2' Yen B"R' it 191_0" 72"BASE CABINETS 1B'-3° R L G I W DI`OPENIN- ------ ------ --_--__, �__ 48'UPPEftCAB. ' SHELF `, i. - oDESK L--JL _ DEED —DEED-- - REF _ _ _ _ _ ,' s-112" WALL vrR --DESK-- DEED ----- HU S LOCATED ON FRAMED _kE 2868 / POCKET -� - - - - - - - - - - VAULT CEILING - - - - - - - - - - -- D E E D - - 0 A# 2 AHU 30"ABO FLOOR IN GARAGE PLATFORM 8'-0"FLAT CEILING E `Q (PLATFORM SIZE TO DETERMINED BYAC88 1 BALL 27" 1&^ 27" WC a 8'-0" FLAT CEILING-------------------- 3'4" 9'.-4/" 51-0. 13'-3Y." Y 9 3 0" 9-4%n F 6AT1� * 2 o PROTECTION OILL 4, 3�" v 6.1. 3,-6 3,-0� _ POST 26-10" iv LL ry a io 00 li€ w TILED 0 to 3 ,. (� 2868 SHOWER 2" CURB BEYOND WALL (TYPICAL) I� I i N 4'-2'h" 4'-3' 4'-3Yd' iNaRDROl3E c O we V2 I3A 11 (o �. �1 IJNEN ® ® ® _ . M 4 60681 BIFOLD BGR (2) SH-24 DI VALVE c " . -. � e 4 0" t o m m - 2868 1 Z ROD &SHELF ,> ' 4'-1" O w @/ J " ra FOYER > r w - O X S- \/ U b V DRAWER N \Wiiw-✓ram✓✓e=-tV w i' �K 8'-0"CEILING p� n n 8 LZ 6Yz' LL m E C f o ao 8068 / BIFOLD I��ROOM #3 CUo 8'-0"CEILING TILED\j - s•Y In SHOWER o j& 3�A�,. 9�_1y�� 7-11'/." N - _. VALVE I aye as 1115 8 J IER 0 7 \VARDR06r� j1 8'-0" CEILING SH-H35 AH7T 1379 SW BILTMORE � , P DEPIZOO L#2 8'-0" CEILING �LDROOM #4 W-O" CEILING 0 H C® L'310 3-12" STEP (2) SH-25 / EGRESS 13'-0%" MAIN EGRESS/:MEANS OF `T EGRESS WHEN HUTTERED W) I lei © _J�w o , O �I IB LB 1111111101 1 (2) SH-25I EGRESS / TEMPERED (2) SH-26 / EGRESS /TEMPERED COV LRLD FIZONT P CAI / ENTRY ' 8'-O" CEILING I � CAST-CNETE PRECAST LINTELS 18" SQUARE CMU COLUMN I SEE FOUNDATION AND BLOCK PLANS .(TYPICAL) ® oilFOR COLUMN SPACING DI ENSK)NS ®B -',- - - - - - - - - - - - - - - R - - - - - - - - - - - 24'-0" 1 T4" - 9 -4m (D z d^ W ' L)l1 m 2 LOOK 1LE : 1/4" = 1'-W (2) SH-26 =I HOSE BIBB PROJECT NAME i PROPOSED KING RESIDENCE PROJECTADDRESS : 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34987 SHEET TITLE : FLOOR PLAN DATE: 10-12-2020 4 SCALE: AS NOTED GARAGE SIDE: RIGHT .a EXPOSURE: 160C Yf MODEL: CUST 1,0191y a ; JOB NUMBER: 2020 01 ENGINEER PAUL WELCH INC. MECHANICAL - ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785.9888' EMAIL: PWELCHINCCAOL.COM - "v DI REVIEWED, CODE COMPL ST. LUCIE CO BOCC t W , 5'l .Lai °eu l- 7'RIDA REGISTRATION NO..' Q45 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE UNDER GROUND EXPOSURE 160 C 4P:PIoII'1#�69Lo7k6 AREA TABULATIONS LIVING AREA 2902 SQUARE FEET 2 CAR GARAGE 688 SQUARE FEET COVERED ENTRY 466 SQUARE FEET BACK PORCH 320 SQUARE FEET TOTALFOOTPRINT 4376SQUAREFEET LIVING AREA VOLUME 26496.0 SO. Ft ***ANY CHANGES OR MODIFICATIONS MUST *** BE AUTHORIZED THROUGH THE CONTRACTOR, NO CHANGES TO BE MADE ON SITE WITHOUT CONSENT OF K & S INDUSTRIES" rl 19m wiIIIIIIIIIII VNE rarm s 13 7 9' B41 � �[' _'IT IN i � OFFIT DETAIL ) SCALE =_VEL RETURN VENTED STUCCO SOFFIT) 12 6 B RING HT 9-0" FINISHED FLOOR 0'-0' S ACK 0ELEVATION SCALE: 1/4" = V-0" URIDA3 34983 CGC 1507642 tEEP ITRN —2- X 4' SUPPORT (VERT.) @ 8'-0' O.C. MAX. —2"X 4m CONTINUOUS @ ALL LEVEL RETURNS. —CONT. GALV. MTL DRIP OVER (PT) 1 X 2 - 3/4" X 5-12" HARDIE BOARD FASCIA '2" X 4" SUB -FASCIA --STUCCO OVER WIRE LATH w/ llga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8' RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) \6" X 22-1/2" VENTS AT 6-0" O.C. ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENINGAREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE B (2) SH-24 I&I END ZONE + 33.5 PSF - 44. 8 PSF C (2) SH-25 16.1 INTERIOR ZONE + 33.5 PSF - 44.8 PSF D (2) SH-25 fal INTERIOR ZONE + 33.5 PSF - 44.8 PSF E (2) SH-25 I&I INTERIOR ZONE + 33.5 PSF - 36,3 PSF F 3068 ENTRY DOOR 20.0 INTERIOR ZONE + 33.4 PSF - 36.2 PS G (2) SH-25 16.1 INTERIOR ZONE + 33.5 PSF - 44.8 PSF H SH-H35 11.6 END ZONE + 33.6 PSF - 44.9 PSF EXPOSURE 160-C DESIGN PRESSURES PER ASCE 7-10 ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS. DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENING AREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE K (2) SH-25 laJ END ZONE + 33.5 PSF - 44.8 PSF L (2) SH-25 irxi INTERIOR ZONE + 33.5 PSF - 38.3 PSF m (2) 30W PAW DOORS 20.0 INTERIOR ZONE + 33-"SF - 36.2 PSF N (2) Sti-25 16.1 INTERIOR ZONE + 33.5 PSF - 36.3 PSF 0 7TH--33--1 14.1 INTERIOR ZONE + 33.6 PSF - 311.4 PSF EXPOSURE 160-C DESIGN PRESSURES PERASCE 7-10 DATE: 09-28-2020 SCALE: AS NOTED it GARAGE GARAGE SIDE: RIGHT ,Qq EXPOSURE: MODEL: C STO JOB NUMBER: 2020-01 PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SIN BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. '9945 1 §'-210 m REVIEWED FOF CODE COMPLIANCr- ST. LUCIE COUNTY BOCC JIT 6 I Lu LL W FINISHED FLOOR O'll" A, MEOW li! Aw Il 0 V 4 t ry Alm" F 12 5 BEARING HT. 8'-0" 16" X 16" CMU COLUMN w/ 4" WIDE RAISED STUCCO VERTICAL EDGE BANDING 4" WIDE RAISED STUCCO I AND HORIZONTAL STUCCO LAP VERT EDGE BANDING. (TYP. OF (4) LOCATIONS) FINISHED FLOOR 0'-0" RIGHT SIA01.ION ".STUCCO. "LAP ACTA1 OnnC IPd2t3Dlddyi 11"I"LK;R1 IMNEY STRUCTURE PER DETAIL � It ICI I I_I It ICI �I ICI 1=ICI =1 Ir Ir ICI ICI ICI ICI ICI II I Ir ICI I IN I IN =1 FO-1 SCALE: 1/4 - 1 -U ------------- ,.'I , , --- ------ `--------- ------^------- ------ -- -------- - ----- ------ - -- ----- -- --------- - - - - - - - - - 11 I 11 1 1 I I II I 1 I. a 11 1 I M e v.. ev avv v v v II 11.. II „ I1 11 I I 'I 11 11 II 'I 1 1 1 'I 11 II I II 11 11 n-------- ---------------------------- II 11 II II 11 II II ROOF CONCEPT DRAWING ,I '----- --- 11 ROOF PITCH: 5/12 ROOF MATERIAL: 5372.0 SQUARE FEET. ---` - - - -------------------------- -- - - - - - - - ------ --. -- -- ----•- -- - - - - - ROOF PERIMETER: 326'-11" LINEAR FEET BEARING HT "8'-0" - - ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS DOORS GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENINGAREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE I FIXED GLASS 5.0 INTERIOR ZONE +33.6PSF -36.4PSF J SH-H32 4.7 INTERIOR ZONE + 33.6 PSF - 36.4 PSF EXPOSURE 160-C DESIGN PRESSURES PER ASCE 7-10 12" X 12" CMU COLUM PER DETAIL TEXTURED STUCCO FINISH 0 CHIMNEY STRUCTURE PER DETAIL 12 5 F ,i-,FINISHED FLOOR 0'-0" --- - - - - -- --- 'FT SIDE ELEVATION SCALE: 1/4" = V-0" ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS OPENING MARK DESCRIPTION OPENINGAREA IN SQUARE FEET WALL ZONE POSITIVE NEGATIVE A 16070 OHGD 112.0 : END ZONE + 223 PSF - 29.0 PSF EXPOSURE 160-C DESIGN PRESSURES PER ASCE 7-10 BEARING HT 8'-0". 12" X 12" CMU COLUMN PER DETAIL _ - -FINISHED FLOOR 0'-00" GARAGE CALCULATEATTIC VENTILATION CEILING = 688 SQUARE FEET 688 / 150 = 4.58 REQUIRED VENTILATION 84-7" LINEAR FEET OF 6" X 22-1/2" @ 72 O.C. = 13.11 SO. FT. / 2 = 6.55 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 6.55 SQUARE FEET > 4.58 SQUARE FEET SOFFIT VENTILATION OK PROVIDE 7" X 24" VENTS @ 72" O. C. NOTE :OVER ALL VENT SIZE IS 24"X 7" SCREENED AREA= 22-1/2" X 6" FRONT COVERED PORCH CALCULATEATTIC VENTILATION CEILING .292.0 SQUARE FEET 292 / 150 = 1.95 REQUIRED VENTILATION 63'-4" LINEAR FEET OF 6" X 22-1/211 @ 7211 O.C. = 9.81 SQ. FT. 12 = 4.90 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 4.90 SQUARE FEET > 1.95 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 7"X 24" VENTS @ 72" O.C. NOTE: OVERALL VENT SIZE IS 24" X 7" SCREENED AREA = 22-1 /2" X 6" BACK COVERED PORCH CALCULATEATTIC VENTILATION CEILING s 320.0 SQUARE FEET 320 / 150 = 2.13 REQUIRED VENTILATION 59'-10" LINEAR FEET OF 6" X 22-1/2" @ 72" O.C. = 9.27 SO. FT. / 2 = 4.63 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 4.63 SQUARE FEET > 2.13 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 7"X 24" VENTS @ 72" O. C. NOTE: OVER ALL VENT SIZE IS 24" X 7" SCREENED AREA = 22-1/2" X 6" CRICKET BY BUILDER z C Lu w J LL TEXTURED So 0[HORIZONTAL "STUCO'LA CP STUCCO FINISH '� io bb3 (TYPICAL) Z 4" WIDE RAISED STUCCO' 3 VERT. EDGE BANDING. (TYPICAL) PROJECT NAME: PROPOSED KING RESIDENCE PROJECT ADDRESS 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34987 Sq BEET TITLE r RIGhq 7 AND LEFT ELEVATIONS, ROOF PLAN DATE: 09-28-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: /gin MODEL: JOB NUMBER: `aP ROOFING ATTACHMENT NOTES � -() -15 x 1-1/2" HWH w/Sealing Washer II -.. w .-..121 At Panel Lap - PANEL FASTENER: #9 15 X 1 W' WOODGRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, VV4" MINIMUM PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE INSTALLED AT 12" PARALLEL TO ROOF SLOPE AND 12" O.C. PERPENDICULAR TO ROOF SLOPE. ROOFING ATTACHMENT nts... PER FL# 11651.1 METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROM THE RAVE AND LAPPED 2 INCHES (51 NM, FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANEEL INSTALLATION. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE, ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA. BUI DING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT LESS THAN PROVIDED IN F13C TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2017. 3'.0" LAP-STUCCO?RIM RETURN MECHANICAL' ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST.. SURE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 786.9666 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 RFVIE ED FOR ODE COMPLIANCE T. LUCIE COUNTY BOCC BEARING HT. 8'-0" 16" X 16" CMU COLUMN w/ 4" WIDE RAISED STUCCO VERTICAL EDGE BANDING AND HORIZONTAL STUCCO LAP (TYP. OF (4) LOCATIONS) _ - FINISHED FLOOR 0'-0" o 4 ' �a + r flC b 1 2020I13 �' -., / FLOOD LIGHT PREWIRE / FLOOD LIGHT PREWIRE ■-- —— —- — — — ——— ———————— —— - — — —— ———-—— — —■■ A/C COND. # 1 A/C COND. # 2 I u a ® LL LL 3 a FAN DNLY PREWIRE . y N � (o�yy O �Ly o° a ` \ FLOOD LIGHTPREWIRE ,I{ FAN ONLY PREWIRE \ I 1 ,µN U.` 1 tW '■ ■" `,■ al ■ ■ ■ ■ ■I ■ ll ■ ■ ■ ■ ■ ■" ZE ■ ■i c �N /� __ __ WP/GFI : FY; ; C _ Y-Y YW �' - — - — - _ r AT SOFFIT - --- -- ----ice__"_/.: r— — — — — — — — — — — — — 1/2ISWITCH I ` ELECT. OUTLETAND TV OUTLET I I / ABOVE FIREPLACE I I ,I FAN ONLY PREWIk E I, ' I FAN I LIGHT PREWIRE]I '. 1 I I I I , I FAN \ LIGHT I \. FAN ONLY PREWIRE , % j/2 SWITCH SD/CO \ � DETECTOR - ` J ,. - It \ JI .® r —0Q, I T TOE -KICK\ LIGHTING PREWIRE C7 _ LL LL 220V /DISC. (2)100AMP \ GFI ELECTRICAL PANELS ` DW. OUTLET UNDER / •'�-- SINK FOR D.W. GFI / Y II ------------------ — LI�,I GFI i \ I - I O 7� GFI , �I 22 I I (3) PENDANT I LIGHT PREWIRES j I I GFI; \LIGHT IN ATTIC 1 J7 SECURITrSYSTEM AHU 220V / DISC. I I I * F0 OUnEr O `l OHGD UNDER CABINET pPENER PREWIRE, LIGHTING / _ R •-:... --- _ R GFI i GFI ® IMW I,ND 0EL REF c7 / O ,'CFI - - --- - - AHU # 2 ' IM VY V-V lW Wl ' a J a C � I OE -KICK 220V /DISC. GHTING PREWIRE V DETECTOR ®� SDIC /P\ DETECT R i \ J TOE -KICK / \ / / 1 L - - ' LIGHTING PREWIRE I '-LIGHT J / — 05 'r \w ` ,r ® LIGHT / Ir ` 1/2 SWITCH FAN/LIGHT PREWIRE FAN / `\ `\ / LIGHTt�— FAN ' ` 1 ..\. 1/2'WITCH / LIGHT FAN/LIGHT PREWIRE ,/�- 1 ■ ■, ■ ■ ■ ,FAM I LIGHT PREW IRE \ FAN / LIGHT PREWIRE WP/GFI - ■ ■ I I V FLOOD LIGHT PREWIRE WP/GFI ' AT SOFFIT ■ ■ -- ■ ■ ------ - - - - -■------------------ ■ ■ ■ ■ ---------■■------- - ----- ■■ ■■ WP/GFI -Q WP/GFI ZQ AT SOFFIT AT SOFFIT ELECTRICAL PLAN SCALE: 1/4" = V-0" JTV & PHONE OUTLET LOCATIONS BY BUILDER SD = SMOKE DETECTOR CO = CARBON MONOXIDE DETECTOR FLOOD LIGHT PREWIRE / 1 rL CD dt 1 I 1 i I I FLOOD LIGHT PREWIRE / WP/GFI 2Q AT SOFFIT r / WP/GFI / AT SOFFIT. / ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT QT GFI OUTLET 3-WAY SWITCH $3 SD/CO DETECTOR © GFI FLUORESCENT LIGHT 4-WAY SWITCH $4 EXHAUST FAN ® DIMMER SWITCH $D DOOR CHIMES po�9 GARAGE DOOR OPENER PUSH BUTTON Fil ALARM PAD o WP-GFI OUTLET wPCFI � SERVICE PANEL ® CEILING FAN 110V OUTLET SERVICE METER 220V OUTLET LIGHT FIXTURE 4-PLEX OUTLET ,4q�� gP WALL MOUNTED SWITCHED OUTLET LIGHT FIXTURE \ LIGHT FIXTURE / \ CEILING FAN WLIGHT SPECIAL PURPOSE ® w/PULL SWITCH \PJ JUNCTION BOX J❑ RECESSED LIGHT A/C DISCONNECT VAPOR PROOF x PHONE OUTLET NQ RECESSED LIGHT V TV OUTLET FLOOD LIGHT PENDANT PREWIRE FLOOR OUTLET D E. FAN LIGHT ® SCONCE PREWIRE '�!7 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 NFPA72 h PROJECT NAME: PROPOSED KING RESIDENCE "All � G Bat 177 .JECTADDREtS : 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34987 �a P a SHEETTITLE : _ ® ELECTRICAL PLAN_ ELECTRICAL RISERS_ ELECTRICAL NOTES� M ATr y Y ri-x'lI L . V-IG-LVLV A, ' SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C > ai e . MODEL: CUSTOM JOB NUMBER: 2020-01 ELECTRICAL L NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE Wr H THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORAMINIMUM 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 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 8) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL 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 FORALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP 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. ELECTRICAL LOAD CALCULATIONS PER NEC w K 1 2902 SO. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 8706 fA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 T 3 LAUNDRY CIRCUIT 1500 DRYER " OVEN 5000 12000 4 5 6 WATER HEATER 4500 7 DISHWASHER REFRIGERATOR IRRIGATION PUMP POOL � �� �- T m w _ - m � � � 1200 1200 1800 4800 8 9 10 11 MISC. 10000 TOTAL: 53706 VA F M1 I q FIRST 10 KW aQ 100% 3 REMAINDER (& 40% 1- 174a2.4 TOTAL: 27482.4 A/CH Tnl00% 16000 f TOTAL: 43482.4 VA 43482.4 = 181 AMPS USE 200AMP SERVICE. 240 UG SERVICE BY FPL (3) - # 3/0 THIN IN 2" C ELECTRICAL RISER: NOTE: USE ALL COPPER WIRE NO SCALE ENGINEER PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SURE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9808 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. TLORIDA REGISTRATION NO.2bg4.� 200 2 MBR REVIEWED FOR ;,EP„ ODE " WPLIANC , 120/240v1 To L ;COUNTY 1�a 1 1009A cc `MLO MILO i 7I (3) 3/0, # 4, 2" C 3/0, # 4, 2" C # 4 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN_ GROUND ROUNp,,)' 1 a lei x l 5 G w' i ilj F R xy x . '' 4 =.y & t 1 rots a as. T _ �NOV 0 512�020 _ Ir' 9s�• 15'-4" 40'-0" 40,-0" (' COVERED PORCH REFERENCE COVERED PORCH OVERALL COVERED PORCH REFERENCE LUMN_- CENTER LINE COLUMN CENTER LINE COLUMN 21'-0" CENTER LINE COLUMN CENTER LINE C UTILITY SLAB 12" X 12" CMU COLUMN 12" X 12' CMU COLUMN 12" X 72" CMU COLUMN w/ (3) # 5 BARS VERTICAL w/ (2) # 5 BARS VERTICAL w/ (3) # 5 BARS VERTICAL 4"THICK (2500 PSI) CONCRETE SLAB w/FIBERMESH FI 4'-0" fi'-11" 4'-91. 3'-4" 6'-11" 1'- T-2' 2'-0" 6'-11.. 4'-OR" 5'-2X' '..2'-0 4'�" 2'-8 3'-2" 3'-2" 4,-fi„ 4'-8" 4'4" 4'4" I O m ih CF7 V LL LL HOSE BIBB '4 >'0 v F-1 FTG q /^ LLJ io eel W„ a C/L OF 3-1/2" WALL M 10'-7%" C/LOF 3.1/2" WALL :C fV y m l9 VALVE 3'-10 ,..7 � LL O 2 RECESS fp 'a LL LL SHOWER NOTES CENTER DRAIN RECESS SHOWER 3-1/2" THICKENED EDGES hS u N UAT I U , PLAN L <.. 4'-2" 2'-111N SCALE: 1/4" = V-0" LAV O w -L uj Lu U W W Lu b 9'-1 Y." C/L OF 3-1/2" WALL Y �,p Ie 1w tlG® Y� �a '� p iW ✓, ,.: ..--. .J a / �x A/C COND. #'1 A/CCOND. #2 LAV O U Z w w � I w , 0: i REF. WITH H2O LINE 11 z Lu X� N1 �_ N q F-4 FTG E � r � � ENTRY ROOF BEARING � - Ij LL� I 4� LL� ,., 16" X 10" CMU COLUMN 16" X 16" CMU COLUMN w/ (4) # 5 BARS VERTICAL '.. w/ (4) # 5 BARS VERTICAL- 6'-11" 3'-W 'V-1Y.- 3'-1Ph" 6'-11" 2-4" SAW V-11" 17'-4' COVERED ENTRY REFERENCE ENTRY OFFSET REFERENCE COVERED ENTRY REFERENCE CENTER LINE COLUMN CENTER LINE COLUMN '.. CENTER LINE COLUMN COVERE D ENTRY OVERALL - 691-4" 9&-4" 2-11" WC REFERENCE FTGF-1 LAV REFERENCE a m FPL GARAGES FLOOR SURFACE 1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREAOF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. is v m m a o in 0 4'-5" V-11" 5'-6" WHERE SHOWN 91 ON PLAN THERE IS A VERTICAL # 51 (f'c = 3000 psi MINIMUM) 26'-0" -- ---- — -- — PROJECT NAME: — — DATE: 10-12-2020 xl PROPOSED KING RESIDENCE; SCALE: AS NOTEDat ' A3 a F �- t fl' E3 PROJECT ADDRESS : GARAGE SIDE RIGHT " Sm 68Q0 P ryfi k EACOCK ROAD, PORT ST LUCIE, FLORIDA 34953 <°�POSURE 160 C _«:.. ]EETTITLE ' MODEL: ��{{ K ECUSTOM E - - FOUNDATION PLAN -- J 2020 01 JOB NUMBER 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" .;�!WEID FOR COD11016OMPLIAN( 3.)ATTACH DOWELST%fOVTME O(oi rr�;r- STEEL 1BOC(. 4.) VERTICAL BARS TO EXTEND TO TOP STEELAND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. 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. J ENGINEER � ' PAUL WELCH INC. MECHANICALo ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114PORT SAINT LUCIE, FL 34984 PHONE: (772) 785.9888, EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. NO.29945 �. FLORIDA REGISTRATION -; , 4.. w e I_. a hu ■ CENTER LINE COLUMN CENTER LINE C LUMN CENTER LINE COLUMN CENTER LINE COLUMN 12" X 12" CMU COLUMN 12" X 12" CMU COLUMN 12" X 12' CMU COLUMN w/ (3) # 5 BARS VERTICAL (2) # 5 BARS VERTICAL w/ (3) # 5 BARS VERTICAL F p I\ rw/ /I L-9 L-10 / I \ / I \ RECESS SLAB 3-1/7/ I \ BELOW FINISH FLOOR / 4.�. s'_3. I 8'_ \ 6'-r 2'-5. 8'-6„ 2'-8" 6'-3" 4'-8'%" 4'-8%.+' I \ / ♦ 11 \ / / / / / / / / / / / O/ g / \\ 12 \\ 13 \ \ Y / \ I / W \ / \ / A \ 0.0 TOP OF SLAB \ 9-/ STEP \ \ \ \ \ / RECESS SLAB 3-1/2" \ \ BELOW FINISH FLOOR / IIIILLIIIL / / I / \ I / \ 4' 8" 2'-3'/:" 7 1 %2 / 6'-3" T-10" 3'-5X" 4'41/." 6_3" 2'-81p 4'_2" 6' „ °t I / \ i ❑ / 18' X 16" CMU COLUMN \ L 5 w/(4) # S BARS VERTICAL ♦ ♦ ❑ ��I, 1379 SW BILTMORE STREET, PO U Sid LUCIE, FLORIDA, 34933 CGC 1507642 PROJECT NAME: PROPOSED KING RESIDENCE . E Y - 'E 4 n PROJECT ADDRESS: \ \I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - tl I " 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34: 5 SHEET TITLE Rill RI (*)CK PI AN g 0 w 0 w 8F24 8F28 • • • • 8F16 8F20 CROSS SECTIONS 3 DATE: 09-28-20 h j Ixy SCALE : AS NOTED x GARAGE SIDE: RIGHT EXPOSURE - MODEL: CUSTa�� I= NEI JOB NUMBER: 2020 FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR 2 D J C.M.U. = F REVIEWED FOR z a CODE COMPLIANCE GROUT o ST. LUCIE COUNT" FIELD ADDED #5 REBAR @ BOTTOM • Z r IOC(s (MIN. (1) REQUIRED) o m BOTTOM REINFORCING 7 5/8" PROVIDED IN LINTEL IACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ F BOTTOM OF LINTEL CAVITY 8F16-1 B/l T QUANTITY OF #5 REBAR @ TOP NOMINAL WIDTH NOMINAL HEIGHT TYPE DESIGNATION MECHANICAL., ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. I FLORIDA REGISTRATION NO.29945 Al z u f #5 REBAR O M 4" /—CONCRETE SLAB F. FLOOR ! FINISH GRADE _ . — — — — — - - tl ° %I ' 6"COVER • • BEARI/NG FOOTING 1 I�#5 REBAR Z_ II 7-5/8" CURB 0 M 4 CONCRETE SLAB FINISH GRADE Z _ CONCRETE iff N r P (2) # 5 MINIMUM CONTINUOUS, 15" 3" COVER MIMIMUM. 4" WF3 CURB SECTION_ SCALE: 112" II Ily #5 REBAR 4„ CONCRETE SLAB GRADE FINISH GRADE r = — — °: CO Z_ (2) # 5 MINIMUM CONTINUOUS, CV 18" 3" COVER MIMIMUM. F4 BEARING FOOTING SCALE: 1/2" = V-0" (2) # 5 REBAR—J 12� CONTINUOUS `P� INTERIOR NON-BRG. FTG. F2 SCALE: 112" = 1'-0" II Z n #5 REBAR o - M ch CONCRETE SLAB F. FLOOR — ° 16" 14'i �(2)#5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. (-,_,6)� EXTERIOR STEP SCALE: 1/2" = V-0" #5 REBAR @ SHOWER r FINISH FLOOR .Alll_IIF II1511_I 4.111.MM �III�III�III�IN�III_II110111 1° '' II__IIINI,N1=111f11IW-'— (2) 0 5 MINIMUM CONTINUOUS, COVER SCALE: 1/2" = 1'-0" 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 (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER PEEL & STICK CONT GALV. MTL DRIP OVER (PT) 1 X 2 3/4" X 5-12" HARD IE BOARD FASCIA 2" X 4" SUB -FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) 16" X 16" BLOCK COLUMN w/ (4) # 5 BARS IN (3000 PSI) CONC. FILLED CELLS. STUCCO FINISH & STUCCO LAP FINISH, PER PLAN VERTICAL REBAR TIED TO DOWEL — & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS— w/ 30" LAP SPLICE FROM FOOTER (SEE FOUNDATION PLAN FOR SIZE & SPACING 12 5JEXTERIOR 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) 2XPT BLOCKING @ COLUMN --8" BEAM BLOCK IN 3000 I4 I CONC(1)REBAR FILLED CELSL. I \8" PRECAST LINTELS W/ (1) # 5 BAR FOR OPENINGS & FILLED W/ 3000 PSI CONCRETE STUCCO FINISH & STUCCO LAP FINISH, PER PLAN ENTRY COLUMN DETAIL (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE NOTE. SEE TYPICAL WALL SECTION FOR MORE INFORMATION OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFr BETWEEN OPENINGS OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL LINTEL COMPOSITE SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT CODE OPENING OFBEAM HEIGHT LENGTH BEAM LOAD LOAD LOAD LOAD 10 16070 OHG DOOR 192" X 84" 84" 8'4' 17'_4" 8F20-1 B/1T 950 200 520 150 O2 (2) SH-24 75" X 50.625" 80" g'-0" 7_6" 8F16-1B/1T 2661 550 1634 350 O3 (2) SH-25 75" X 63" 80" 8'-0" 7'-6" 8F16-1 B/1T 2661 1350 1634 750 4� (2) SH-25 75" X 63" 80" 8'-0" T-6" BF16-113/1T 2661 850 1634 400 1. (2) SH-25 75" X 63" 80" 8'-0" T-6" 8F16-1B/1T 2661 950 1634 450 IiIGG{ 6 I � (OUT -SWING) NG 41-1/2" X 83" 83" 8'-0" 4'-6" 8RF13-1B/1T 4375 950 3079 450 _. 70 (2) SH-25 75" X 63" 80" 8'-0" 7'4' 8F16-1 B/1T 2661 950 1634 450 ® SH-H35 27-1/2" X 631' 80" 8'-0" 3'-6" 8F16-1B/1T 6113 200 3547 150 90 45" X 16" FIXED 46" X 16" 80" 81_0" 5'-4" 8F16-1 B/1T 5365 200 2290 150 10 SH-H-32 27-1/2" X 26" 80" 8'-0" T-6" 8F16-1B/1T 6113 200 3547 150 11 (2) SH-25 75" X 63" 80" 8'-0" T-6" BF16-18/1T 2661 1650 1634 850 1z (2) SH-25 75" X 63" 80" 8'-0" T-6" 8F16-113/1T 2661 850 1634 400 13 60681 FRS CH 78" X 83" 83" 8'-01, T-6" 8F16-1B/1T 2661 700 1634 350 1a (2) SH-25 75" X 63" 80" 8'-0" 7'-6" 8F16-1B/1T 2661 700 1634 350 1s SH-33 54-1/8"X38-1/4" 80" 8'-0" 5'-10" 8F16-1B/1T 4360 850 2093 400 PROJECT NAME: v PROPOSED KING RESIDENCE W 7 PROJECT ADDRESS : 0 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34953 I SHEET TITLE : IL FOOTING DETAILS, COLUMN DETAILS, LINTEL SCHEDULE PRE-ENGINEERED ROOF TRUSSES— @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO 12 5 EXTERIOR CEILING TO BE BEAM FOR TRUSSES STUCCO OVER WIRELATH (PER CONN. SCHEDULE) w/ 11GA. 2" NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER SV CRIMP METAL 7 3/8" METAL RIB LATH @ 6" ROOF OVER PEEL & STICK O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH CONT GALV. MTL DRIP FRAMING MEMBER) OVER (PT) 1 X 2 3/4" X 5-12" HARDIE 2 X PT BOARD FASCIA BLOCKING @ COLUMN 2" X 4" SUB -FASCIA 8" BEAM BLOCK VENTED W/ (1) # 5 BAR IN 3000 PSI STUCCO SOFFIT CONCRETE FILLED CELL. (SEE DETAIL) C8" PRECAST LINTELS Wl (1) # 5 BAR FOR 12" X 12" BLOCK COLUMN OPENINGS & FILLED wl (2)(3) # 5 BARS IN (3000 PSI) W/ 3000 PSI CONCRETE CONC. FILLED CELLS. (PER PLAN) TEXTURED STUCCO FINISH — + TEXTURED STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS W/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1F71,1 l FOR SIZE & SPACING J PORCH COLUMN DETAIL (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION CONTRACTOR TO VERIFY M/O L-1 ENTRY OPENING 80" a,A„ TOP OF BEAM 9'-4" 8F16-1B/1T 1843 700 1133 600 L-2 f ENTRY OPENING 80" a-0„ TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 150 L3 ENTRY OPENING 80" TOPBEAM 19'-4" 8F16-1B/1T 750 200 347 150 L� ENTRY OPENING 80" TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 150 LS ENTRY OPENING 80" TOPBEAM 9'-4" 8F16-1B/1T 1843 700 1133 600 L-s PORCH OPENING 80" TOP OF BEAM 9'-4" 8F16-1B/1T 1843 650 1133 550 L-7 PORCH OPENING 80" TOP OF BEAM 9'-4" 8F16-1B/1T 1843 200 1133 150 L-a PORCH OPENING 80" 8'-0" TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 150 L-9 PORCH OPENING 80" TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 150 L-90 PORCH OPENING 80" 8'-0" TOP OF BEAM 10'-6" 8F16-1B/1T 1533 200 914 150 L-11 PORCH OPENING 80" TOP 8'-o"OF 9'-4" 8F16-1B/1T 1843 650 1133 1 550 DATE: 09-28-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C MODEL: CUSTOM JOB NUMBER: 2020-0� ENGINEER PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC(AOL.=: PAUL WELCH P.E. FLORIDA REGISTRATION NO. �Z994oa w W I w A107 OF A111 CHIMNEY TOP, STYLE BY BUILDER SIMPSON SP-4 @ TOP & BOTTOM PLATES TYPICAL, ALL STUDS NOTE: CHIMNEY HEIGHT = ROOF HEIGHT @ 10' + 2' DOUBLE 2'X4"TOP PLATE INTERMEDIATE BLOCKING @ 24" O.C. MAX. STUCCO ON PAPERBACKED WIRE LATH w/ 11 GA. X 2°' NAILS r-,\\�2"X411 STUDS @ 16" O.C. w/ 3/8" DIA. HEAD @ 6" O.C. ON 30 # FELT ON 15/32" CDX PLYWOOD SHEATHING w/ 10d NAILS @ 4" O.C. PERIMETERAND 8"O.C. FIELD ,CRICKETAS REQUIRED SIMPSON MTS 16- \,_.,FLASHING w/(14}10d NAILS TYPICAL, ALL CORNERS ' 2"XC BOTTOM PLATE I , I , I , I I I , I , CORNER STUDS TOEXTEND B DOWN TO TRUSS BOTTOM CHORD & FASTEN wl (2)-16d NAILS , I I I NOTE: FLASH & SEALALL PENATRATIONS AS REQUIRED CHIMNEY DETAIL NO SCALE TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG-TIEAS SPECIFIED. TRUSS NOTES 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE BENCHMARK ENGINEERING, AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEF TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. CONTRACTOR: K & S INDUSTRIES OWNER: KING RESIDENCE TRUSS MFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 06-12-2020 CUT -SHEET DATE: 06-15-2020 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES AH7 1STAND 2ND 2008 (2) HETA 20 2500 (12) 16d Q AH7T 1STAND 2ND 1865 (2) HETA 20 2500 (12) 16d DH7 1STAND 2ND 2274 (2) HETA20 2500 (12) 16d GH7 1STAND 2ND 2365 (2) HETA 20 2500 (12) 16d VALLEYS CONT 100 # PLF () MT -16 1000 1 (14) 10d X 1-1/2" 1 STRAP AT EACH END AND 24" O. C. ALL OTHERS AT CBS BEARING EACH -T <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING NOTES: OVALLEY TRUSSES MAY BEATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-112" TO SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS /N LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O(1) MGT WITH (22) 10d & (1) 5/8-A.B. O MAYBE USED IN LIEU OF CONNECTOR AS SPECIFIED. FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM 16 WITH (4) 1/4"X 1-3/4" T/TEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR ADDITIONAL TRUSS CONNECTOR OPTIONS 9 �,. <v, °�,.� 7, '' _ 'r' �"a�°{ f'�y E...,_ �,� at (q� Qj'�y,�.+� n�f erg. I _ �d w"' _ � ,. 4- 11 *.n. ,,. :.e ,.r .;. �, kl � >. �1� i^ ... A � 3T V 3 `2� + %1141 � a.P� 1-1/2" STUDDO VENT 3" VTR 2„ 2„ L — ---V — ———— —v --- 2" VTR 2" 2" VTR AIR GAP KS � � � „ J 3 �V' 2„ DINLAVLAV LT WASHER WC „ LAV 2„ D 3 2„ WCLr LAV 2„ 2" WC SHOWER SHOWER LAV 3" " 2" 3„ 2 3" T W 3" 3" 3" 4" C.O. PLUMBING RISER 4" TO SS NO SCALE PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER. PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. Im PROJECT NAME: v PROPOSED KING RESIDENCE W 7 PROJECT ADDRESS : ® 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34953 19 SHEET TITLE : GAS RISER, PLUMBING & GAS NOTES, IL TRUSS CONNECTOR SCHEDULE, PLUMBING RISER, DATE: 10-12-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C MODEL: CUSTOM JOB NUMBER: 2020-01 ENGINEER PAUL WELCH INC. MECHANICAL, ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. 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I05 — 1107 II��■ ■ ■III■I®I' ■I,I■I■I■I�I,_ III■I■III.I-I-I-I-I.I-I■I-I./I ■ ■ If,_ ' -_-- /I�I■I■i■II''I■I■I■I®I,I■,■,■t11�.■I■,■III, - _ 03 ��II�I�ISI!71�\I�I��I�I�!�I�!!'I■I■.■.®.,I■.■I■I'!�I�!�I�I�II•�I�I�I�I<1C��1�1�1 mcm TRUSSLAYOUT -1■ •/1� _ I r��,ll�l�l�l■��I�■I■�I�I�I�II�■I�I�I�'I�I�■I■�I�I�I�I�II�� IN MIN . �/�i■I■i■I■I■I■I■I■I■I��l■I■i■I�I■I■I�i■I■�� �m PROJECT NAME: v PROPOSED KING RESIDENCE W 7 PROJECT ADDRESS : 13 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34953 W SHEET TITLE : L TRUSS LAYOUT DATE: 09-28-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C MODEL: CUSTOM JOB NUMBER: 2020-01 ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 7859888 EMAIL: PWELCHINCQAOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 I HATCH LEGEND I 8'-0" PLATE HEIGHT CHIMNEY 2.5/12 VAULTED CLG 12" COFFERED CLG ■ ocl 0 1 2020 OF A111 K & S INDUSTRIES] 1379 SW BILTMORE STREET, PORT ST LUCIE, FLORIDA, 34983 CGC 1507642 F. PROJECT NAME: v PROPOSED KING RESIDENCE W PROJECT ADDRESS : 7 13 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34987 Q� SHEET TITLE : a HVAC LAYOUT, HVAC NOTES DATE: 09-28-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C MODEL: CUSTOM JOB NUMBER: 2020-01 ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 7859888 EMAIL: PWELCHINCQAOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO.29945 :LLINGS W I m A110 OF A111 CMU W. (SEE W) CORRO! PER APPLY PE BETWEE (SEE 10 4-1/2" FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR V 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. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL NO SCALE - 1/8" 3" b CV N 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. — 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) — 1-3/8" 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 FILLED CELLAT JAMB BLOCK (TYPICAL) 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 AND ANCHORED 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 PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SCALE CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL 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) NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-1/4"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: 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 8" C.M.U. 3/4" FURRING TO MASONRY WALL WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED ATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU 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. FBC R703.4 AAAMA-714 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 SEAL AROUND THE ENTIRE PERIMETER. FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS 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" 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 TO2X4-1/8"P.T. w/3/16"TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10SCREWS, PER PRODUCTAPPROVAL. F EAVE 2 10 J' a w 2. RIDGE, \\:\ �Qy 2 N I — o b o1. 0 0 0 04 HEAD: 3/16" X W TAPCONS @ 12" O.C. (TYPICAL) O iN Z �- 1/2" X 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER Z (TYPICAL) W 0- O � O O p N 2" X 6" (PT) OR 2" X 8" (PT) BUCK (TYPICAL) n O iv GARAGE FINISH FLOOR f0 GARAGE DOORJAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' X V-0" & 9'-0" 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 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) \ \ 2 \' \� \ Z3}- PROJECT NAME: v PROPOSED KING RESIDENCE W 7 13 PROJECT ADDRESS : 6800 PEACOCK ROAD, PORT ST LUCIE, FLORIDA 34953 I 19 SHEET TITLE : IL DETAILS DATE: 09-28-2020 SCALE: AS NOTED GARAGE SIDE: RIGHT EXPOSURE: 160-C MODEL: CUSTOM JOB NUMBER: 2020-01 EAVE ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q 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. GATT INSULATION 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 @ 16" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945