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HomeMy WebLinkAboutBuilding Planss 'ORT PIERCE, Know what's below. Cali before you dig. www.caIIF311.e.om APPLICABLE CODES * ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION 2. 2020 FLORIDA PLUMBING CODE, 7TH EDITION 3. 2020 FLORIDA MECHANICAL CODE, 7TH EDITION 4. 2020 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 7TH EDITION 5. 2017 NATIONAL ELECTRIC CODE PROD. FBC PRODUCT APPROVAL FBC PRODUCT APPROVAL_ PRODUCT APPROVAL APP. PRODUCT OR MIAMI-DADE N.O.A. OR N.O.A. NUMBER EXPIRATION DATE SYM. PA 1 LAWSON SINGLE -HUNG WIN. MIAMI DADE NOA 20-0813.07 12/27/2026 PA 2 THERMA-TRU FIBERGLASS ENTRY FBC FL20468.1 ' DOORS PA3 HAAS DOOR COMPANY GARAGE FBC FL16-660.11 DOOR PA 4 - TAMKO BUILDING PRODUCTS FBC fL18355.1 HERITAGE ASPHALT SHINGLES PA 5 LOMANCO 135 SERIES LOUVERED MIAMI-DADE NOA 16-0510:25 08/17/2021 ROOF VENTS I PA 6 GAF ROOFING FELT FBC FL10626 SITE. LOCATION SITE INFORMATION PROPERTY OWNER:ne _. _.. HUMANITY, ST.tUCIE HABITAT FOR H U INC 702 SOUTH 6THSTREET FORT PIERCE, FL34950 PHONE: (772) 464-1117 1,4 , : 1'. SITE ADDRESS. f L" ' I I PARCEL ID: 3 408-805-0045-0004/3403-805.0046-000-1 NOTLEM DRIVE I I - r. FORT PIERCE, FL 34982 14 I , X 1 j I A. alem Dr { [ Notlem Notten Rj SITE #-� ; tI d i ! �i 3 yn r1 s b{ { ma 1` r : € i I{ I 3top €. I:• .i Dri yr .... .. .. vcv,v I a+wwt,x .'i: ..Wa1eJ.•^, ' ..-. :: _........ I ..t'. r ....... vw, .. m. _ ..... Meltonn tah Dr ` Or •'^'•i ,A � m v:,ln4:,,9?. t , n v?[.,, :.. .... { ..e�:: .•,f. ., 4x Frs!rzt v n,n xns�Y rve ,-r ,!o'rx+rvm "Y •'*., vi :rz..xm^ m, :-, v. :C -' : . 1. .._.,.. .. ....J.:: . ....,.__ ., .. _ .._ Pj a ., ... Tire sKoO It c > , rcx, r s a - Fo n : : p i , n Rq T I I , -u ! .. SHEET INDEX SHT NO: SHEET TITLE: REV: CS-1 TITLE SHEET G-1 GENERAL NOTES A-1.0 FLOOR PLAN A-1.1 CABINET DETAILS _ A-2.0 ELEVATIONS A-3.0 DETAILS JUL 19 1911 WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 DRAWING NOTICE i THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES}ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: ( ._ 'N�p. 88 is f a_.vmvµayv-ceu�a .¢ ^secacx: � PROJECT NUMBER: REVISIONS: t I DESCRIPTION DATE BY RE_ FOR PERMIT 02/15/2p21 RB cvr:nYa�avue { _m SITE NA!I E: $ t 5 NOTLEM LOTS 58t6 PARCEL ID: 3403-805-0045-0004/ F 0 8 114r 11/ wu SITE ADDRESS. NOTLEM DRIVE FORT PIERCE, FL 34932 SHEET DESCRIPTION: ° T EHEET SHEET NUMBER:° ABBREVIATIONS GENERAL NOTES AB ANCHOR BOLT LAV LAVATORY 1. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS I,I t ABV ABOVE LG. LONG IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR !,OMISSIONS NOT REPORTED IMMEDIATELY IN AFF ABOVE FINISHED FLOOR LINT LINEN WRITING TO THE WHOLE HOUSE= ENGINEERING, LLC. BACKCHARGES WILL NOT BE AFI ARC FAULT INTERRUPT LGT LIGHT ACCEPTED. ALUM ALUMINUM L.T. LAUNDRYTUB AHU I AIR HANDLER UNIT MAX. MAXIMUM 2: THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE B F. BI FOLD M.C. MEDICINE CABINET SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. B.P. BI PASS MECH MECHANICAL ' IT SHALL BE THE RESPONSIBILITY' TO BE FAMILIARIZED WITH ALL _BLK. BLOCK M.R.H. MEAN ROOF HEIGH 3. OF THE CONTRACTOR EXISTING CONDITIONS AS THEY ARE NOT,NECESSARILY SHOWN ON THESE DRAWINGS. BRKFST BLKG BREAKFAST BLOCKING MTL MFR. METAL MANUFACTURER 4. GENERAL CONTRACTOR SHALL. BE RE PONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND!PENETRATIONS: " BM BEAM MICRO. MICROWAVE BERG. BEARING MIN. MINIMUM 5. IT IS THE CONTRACTORS SOLE. RESPONSIBILITY TO COORDINATE THE WORK OF ALL i BOT. BOTTOM MIR MIRROR TRADES, DETERMINE ERECTION PROCEDURE,�IAND SEQUENCE TO INSURE THE SAFETY NI CAB CABINET M.O. MASONRY OPENING OF THE BUILDING, ITS COMPONENTS, AN TRADE BASE DURING CONSTRUCTION. ; CE R CERAMIC MONO.�" MONOLITHIC 6. ALL DETAILS AND SECTIONS .DROWN ON THESE DRAWINGS ARE INTENDED TO BE CJ .CONTROL JOINT MTL METAL TYPICAL AND SHALL BE CONSTRUED TO" APPLY TO ANY SIMILAR CONDITION CL CENTER LINE OBSC OBSCURE ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR,SECTION IS CLG. CEILING O.H.D. OVER HEAD DOOR SHOWN. CLO CLOSET OC ON CENTER 7. BUILDER IS RESPONSIBLE IFOR ADEQUATE BRACING OF STRUCTURAL OR CLR °CLEAR - -0PP OPPOSITE NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP I CONC. CONCRETE DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR P.S.I. POUNDS PER SQUARE INCH REVIEW AND APPROVAL. CONN CONNECTION P.T. PRESSURE TREATED k, CSMT. CASEMENT PART'N. PARTITION 9.< ALL WINDOWS AND DOORS SHALL. BE CAULKED AND WEATHER STRIPPED. ,I CTR CENTER PH PHONE DBL. DOUBLE 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE DF DRINKING FOUNTAIN PKT. POCKET HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE PL PROPERTY LINE EXPRESS WRITTEN CONSENT OF'WHOLE HOUSE ENGINEERING, LLC. DIA. DIAMETER PLYWD. PLYWOOD DISP. DISPOSAL PNL PANEL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING DP DESIGN PRESSURE AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. R RADIUS. DR. DOOR' REF REINFORCE, R FLOOR PLAN NOTES /'1 DW DISH WASHER REINF REINFORCE, REINFORCED EA EACH REQ REQUIRED ' -r- fv-rv-(wvwrrrv-r-rr ry ww-�vY-'v- E.E. EACH END RM ROOM 1. NATURAL VENTILATION: EJ EXPANSION JOINT R.O. ROUGH OPENING }} I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION I ELEC. � ELECTRICAL S.C. SOLID CORE F' REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2020; MECHANICAL:. t , ELEV. ELEVATION SCHED :SCHEDULE EMER EMERGENCY S.G.D. SLIDING GLASS DOLOR 2. SAFETY GLAZING ENCL ENCLOSURE SF SQUARE FOOT EQ EQUAL ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB -SH SINGLE HUNG ENCLOSURES, TO BE SAFETY GLAZED AS PER 2010 F.B.C. 2406.4 & R308.4. ALL GLAZING E.S. EACH SIDE SH SHELF IN ANY HAZARDOUS LOCATION Of= A BUILDING WITH SILL LESS THAN 60" A.F.F. SHALL BE ESP ELECTO STATIC PAINT SHWR SHOWER SAFETY GLAZED AS PER 2010 F.S.C. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF EW EACH WAY SPEC SPECIFICATION AND PARALLEL TO A DOOR SHALL BE TEMPERED. EXT. EXTERIOR SMS SHEET METAL SCREWS 3. FIRE BLOCKING EXT'G EXISTING SO SQUARE EXP EXPANSION SS STAINLESS STEEL PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS FDN FOUNDATION STD STANDARD 4, SHUTTERS ' FIN. FL. FINISH FLOOR STL STEEL FLUOR FL FLUORESCENT STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED SW SWITCH AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT F FLOOR OUTLET SYM SYMMETRICAL DOORS AND WINDOWS. F.R. FIRE RATED FR. DR. FRENCH DOOR TEMP. TEMPERED 5. ROUGH OPENINGS FRAM'G FRAMING T.B. THROUGH BOLT FT FOOT OR FEET T.BM TIE BEAM VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S THK THICK PRODUCT SPECIFICATIONS. FURR FURRING G.T. GIRDER TRUSS T & G TONGUE & GROOVE 6. EGRESS WINDOWS GA. GAUGE TOB TOP OF BEAM GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM EGRESS WINDOWS SHALL BEE OPERABLE FROM THE INSIDE WITHOUT THE USE OF GFI GROUND FAULT INTERRUPT T.O.PL TOP OF WOOD PLATE TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" T.O.T.B. TOP OF TIE BEAM WIDE; AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st GL. GLASS TPH TOILET PAPER HOLDER FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, GNP. GROUND LATCH AT 54" A.F.F. MAX.. GYP GYPSUM TYP. TYPICAL GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE 7. INTERIOR NON -BEARING WALLS HB HOSE BIBB UL UNDERWRITERS LABORATORIES 25 GA., 3" STEEL STUDS @ 24"' O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND HC HOLLOW CORE VERT _ VERTICAL WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE HGT. HEIGHT V.I.F. VERIFY IN FIELD FASTENED TO SLAB -ON -GRADE BELOW WALL. HORZ. HORIZONTAL W.A. WEDGE ANCHORS 8. BATHTUB AND SHOWER SPACES HIM HOLLOW METAL W/ WITH HPS. ° HOOPS WC WATER CLOSET BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER WD. WOOD HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, HR HOUR , NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT HVAC HEATING VENTILATION AIR COND. WH' WATERHEATER BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER WM WASHING MACHINE SPACES. SUCH WALL SURFACE=S SHALL EXTEND NOT LESS THAN 6-0" ABOVE THE HVHZ HIGH VELOCITY HURRICANE ZONE ROOM FLOOR LEVEL. ID INSIDE DIMENSION W/O WITHOUT WED WATERPROOF 9. GARAGE SEPARATION FROM DWELLING UNIT INSUL INSULATION INT. INTERIOR' WPH WALL PHONE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY LAM. LAMINATE WSCT WAINSCOT MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WT WEIGHT 10. GARAGE DUCTS DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL HAVE NO OPENINGS INTO THE GARAGE. 11. EXTERIOR OPENINGS NO OPENINGS ARE PERMITTED iN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A [DISTANCE OF LESS THAN 6'4'. 12. BACKING FOR CABINETS PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP @ 8'-0' A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR CABINET ATTACHMENT. 13. WOOD FRAME WALLS WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14. SAFEGUARDS WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.7.3. INFORCED MASONRY NOTES 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08) AND THE SPECIFICATIONS FOR MASONRY �TRUCTURES (ACI 530.1-08). O 2. C NCRETE CK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C90, I'm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS, 3. MORTAR TO C NFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY(5000 SF OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f F 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GRC UT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARI S MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT SH LL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRABOND EPDXY 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTUF AL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. CONCRETE NOTES L ALL CONCRETE I TE TATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. "AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDa TIONS. ' 2. MINIMUM CONCRI TE COVER FOR REINFORCING BARS: STRUCTURAL PAT MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) STRUCTURAL P RT MINIMUM COVER FOOTINGS (CAS - AGAINST SOIL) 3" . SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" SLABS (ABOVE GRADE LEVEL) 3/4". BEAMS AND CO�UMNS 1-1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M:' A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED JN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318-08)". 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES: 1. SLAB ON GRADE: 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER BARS: ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W1 A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). 3, INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS, FRAMING PLAN NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER, 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. �EGTRIGAL PLAN NOTES 1. SMOKE DETECTORS RS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE C ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, NEC. 7. GARAGE DOOR OPENER TO BE GFI PROTECTED. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE & 10' ABOVE GRADE PER F.B.0 P3103.6 5. CONDENSATE DRAINS MUST BE MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 7. W.H. P. & T. VALVE & LINE SHALL COMPLY WITH F.B.C. 504.6 STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: x FLORIDA BUILDING CODE x ASCE 7 (EXPOSURE CONDITION) C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: PARTIALLY ENCLOSED X ENCLOSED OPEN TESTED (WIND TUNNEL) BUILDING HEIGHT:: x S 60FT. (ASCE 7) >' 60FT. (MUST USE ASCE 7) MEAN ROOF HEIGHT: (FOR LOW RISE BUILDING WITH SLOPED ROOFS) RISK FACTOR: it (DETERMINED BY BUILDING USE / OCCUPANCY, REFR TO ASCE 7-10 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 . (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY DRESSURE 31.18 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS; DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 20 PSF BOTTOM CHORD LIVE LOAD: 0* PSF CONCENTRATED LOAD AT ALL BOTTOM CHORD PANEL JOINTS (HVHZ ONLY): 200 LB>. * TRUSSES TO BE DESIGNED WITH 10 PSF BOTTOM CF ORD LIVE LOAD NON -CONCURRENT TO OTHER LIVE LOADS. ROOF TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 15 PSF FOFl BOTTOM CHORD DEAD LOAD: 10 PSF ROOF TRUSS DEAD LOAD REVIEWED CODE C-OMPLIANrr jlky TO RESIST WIND UPLIFT: 10 PSF TOTAL T. LUCIE Co 00r, FLOOR TRUSS LIVE LOAD TOP CHORD LIVE LOAD: 40 PEE. BOTTOM CHORD LIVE LOAD: 0 PSF FLOOR TRUSS DEAD LOAD TOP CHORD DEAD LOAD: 20 _PSF I BOTTOM CHORD DEAD LOAD: 5 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TL: L/240_. FILE CO�I ROOF LL: U360 . FLOOR TL: L/360 . FLOOR LL U480 . MAXIMUM DEFLECTION: 1.5" SOIL BEARING CAPACITY: 2500 PSF REG AUG 10 2021 o-r_n1m:s rr�.Lrnncv rvre. -PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING vr_1mwwIt1dv 111V 11%,F- i THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. I " E"I�(JJEI.: l NtJIV1El�ld: `�"`•'"'�'��""�� 10178 REVISIONS: DESCRIPTION DATE BY IREV FOR PERMIT 02/15/2021 RB SITE NAME: NOTLEM LOTS 5&6 SITE NUMBER: PARCEL ID: 3403-805-0045-0004/ 3403-805-0046-000-1 r�vuN®TEEM DRIVE E'__._^__ FORT PIERCE, FL 3432 ur r�V r va_svr�rr r rvrm. GENERALNOTES SHEET NUMBER: �x I 0= i 3" VTR I r ,J ' PLUMBING NOTES: 2" 2 TUB 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE i FBC 014 - PLUMBING. 4 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. I i' 3. WATER PIPING IN BUILDING SHALL BE ONE: OF THE FOLLOWING TYPE L 2" VTR COPPER, CPVC, OR PEX. L_ L 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN WC BUILDING. Z - 3" 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESIS rANCE OF R-3 SHALL BE V' W TUB APPLIED TO PIPING LARGER THAN 314" NOMINAL DIAMETER, PIPING FROM C 44" WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATEb UNDER THE FLOOR SLAB, BURIED AIR. GAP 2 S` PIPING, SUPPLYAND RETURN PIPING IN RI_CIRC LATI, N SYSTEMS, PIPING 3 WITH RUN LENGTHS GREATER THAN 20 FE_ET I' 4" 6. WATER HEATERS INSTALLED SHALL BE IN ACCO DANFE WITH FBC 2014 ENERGY CONSERVATION. 2` 4" PLUMBING RISER GO SCALE: N.T.S. 4„ 4" TO S.S. ° O ° 2„0 MIN. SCH. 40 P RIPE �-- 1 1/2" .X 2 3/4" STUD ANCHOR OR EQUAL DIRECTION 1/4'' STEEI PLATE OF TRAVEL > GARAGE FLOOR SLAB 4" MIN THICKNESS. SQUARE FOOTA�¢' u SQ . FT. LIVING 1291 S.F.'- GARAGE 202 S.F. COVERED PORCH 150 S.F. TOTAL: 1643 S.F. VOLUME UNDER AIR 10,328 CU. FT. INTERIOR DOOR SCHEDULE # SIZE DESCRIPTION- .----- --_ - A❑ 2868 6-PANEL HOLLOW -CORE © 3068 6-PANEL STEEL © 4068 4'- 0" X 6'- 8" BI-FOLD REMARKS 2 PROTECTIVE BOLLARD 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 3,000 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 F R REINFORCING BARS: FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: 1-1/2". 6, LAP ALL REINFORCING 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. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED, 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES. 10. UNLESS OTHERWISE NOTED, ROOFSHEATHING TO BE NAILED WITH 8d RING -SHANK NAILS @ 4" O.C. PERIMETER AND 6" O.C. FIELD. 11. 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. 12, LINTELS SHALL HAVE A MINIMUM 4" B 'ARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 13. PROVIDE #5 CORNER BARS W/30" MIN. LAP SPLICE FOR BOND BEAM. 14. STUCCO SOFFIT NOTE. SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" 0 HEAD @ 6 O.C. OVER 3/8 METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. WALL FINISH/ INSULATION NOTES: L INTERIOR TO BE 1/2' DRYWALL FINISH, 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/2"THICK WITH (13 GA 1 3/8 LONG 19/64 HEAD 0.098 DIAMETER, 1-114" LONG, ANNULAR -RINGED 5d COOLER NAIL 0 086 0 1 5/8 LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086 0 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 SHOWER AREAS AND WALL PANELS IN SHOWE AREAS. (PER FRC 702.4.1 & FRC 702.4.2) 4. WALL AND CEILING FINISHES SHALL H VE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5. WALL AND CEILING FINISHES SHALL H VE AFLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6. ALL EXPOSED INSULATION MATERIAL I STALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT E S 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 FRC 316. 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 GYP UM 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 AS 3EMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HA E 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. ENERGY CONSERVATION NOTES: 1. RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BOLDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED 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. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2. 5. 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 FT AND MUST BE TESTED, LISTED, AND LABELED IN ACCORDANCE WITH R402.4.3. 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. 40" X 40" A/C PAD .A ELEC. - PANEL "A"' 120/240V 10 200A MLO 60 +33.5 -36.3 PROTECT BOLLARD DETAIL 2/A- COVERED I 6'-0„X EXTERIOR DOOR & WINDOWSCHEDULE DESIGN PRESSURES M.O. (WIDTH X HT.) 4 +29.7 MANUFACTURER _- PRODUCT APPROVAL EXPIRATION -32.5 (FT -INCHES) OPENING PRODUCT RATED NUMBER -SYM ITEM LOCATIONi DESIGN DESIGN PRESSURES KITCHEN PRESSURES) NEG. 11'_4,' �. 16'-8'' 28' $ X 16 CMU COLUMN' POS. O1 23SH WINDOW 3' -2" X 3 I- 2 7/8" LAWSON SEE ELEV'S +80.0 -80.0 17-1212.21 12/27/2021 2 O 25SHWINDOW BEDROOMS T-2"X5'1-31/2" LAWSON SEEELEV'S +80.0 -80.0 17-1212.21 12/27/2021 3 O 35SHWINDOW LIV ROOM 4'-6"X5'I-31/2" LAWSON SEEELEV'S +80.0 -80.0 17-1212.21 12/27/2021 O THERMA-TRU 3068 OUTSWING DOOR W/ WD. 71 - 0" HAAS DOOR SEE ELEV'S +31.3 -34,9 FL16660.91 - 1 FLOOR PLAN 4 2580 SERIES GARAGE DOOR GARAGE 8 0' X LIVING ROOM j_", 4" X 6' - 10" THERMA-TRU SEE ELEV'S +67.0 69,6 FL11136-R5 - - FRAME; THSHLD.; PEEP HOLE A-1.0 SCALE: N.T.S. THERMA-TRU 3068 OUTSWING DOOR WITH WD. 06 DINING ROOM g - 4"X 6'- 10' THERMA-TRU SEE ELEV'S +67.0 -63,6 FL11136-R5 FRAME;THSHLD. im ro ro m -PLANS PREPARED FOR: +` lti J1r i 4 W1 4^ �1 r . r .; ugi n�;,IIIf� .7 Ib ly 7 PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING umr wvllry Im%j THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANU=ACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT' DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. m SITE NAME: NOTLEM LOTS 5&6 SITE NUMBER: = PARCEL ID: 3403-805-0045-0004/ 3403-805-0046-000-1 NOTLEM DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: SHEET NUMBER. � LS3612 B21 SB36 B25 r• I 5 1 W.'KITGHEN WALL ELEVATION 2 N. KITCHEN WALL ELEVATION - SCALE: N.T.S. _ SCALE:. N.T.S. A1.1.' A1.1, I 10'-4" 3- KITCHEN CABINETS PLAN VIEW A-1.1 SCALE: N.T.S. I� B15 LS3612 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT o2016 WHOLE HOUSE ENGINEERING DRAWING NOTICE - THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC, PURPOSES ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. q (ii1�r,9�rddA 47 REVISIONS. DESCRIPTION DA BY RE FOR PERMIT 02/15/h21, RB i — SITE NAME: NOTLEM LOTS 6t,,6 A. R 3403-805-0045-0004/ 3403-805-0046-000-1 ° SITE ADDRESS: NOTLEM DRIVE, FORT PIERCE, FL 34982 SHEET DESCRIPTION::FA.:�,� A I NI T ED E®TAAI LS - SKEET NUMBER: LI i TOP OF BEAM TOP OF BEAM L1_11 L_I_ _11_:I_LJ _LL J_I LL_ I_ -- J L_LL-J_I_J_L_LI_ 1J 1_I_ IJ11 LJI J Ll_ _ 1 L _ _ L i 8' - 0" AFF J L L STUCCO J_ 1_L_L__1 _JJ-Ll_LJ_11__LL__1_11 __LJ_L_LL_JJ_J_L_LI__1J 1 I__II 11_1J-IJ__L1_LJ_11__L _ s' 1 _ 0 (TYP 1' - 0" (TYP.) j~ (TYP.) - STUCCO F 2 76; 70 +29.4;-31.9 E 0, 0" FF +28.8 ; -38.1 0'- 0" FF � — — -- -0 4 FF — +29.3 ; -31.8 GARAGE I 1 FRONT ELEVATION 2 RIGHT ELEVATION A ��JJ A'2.O SCALE: N.I.S. t2.O SCALE: N.T.S.N i i SHINGLES 12 SHINGLES 12 (TYP.) 4�- (TYP.) 412 I TOP OF BEAM_1L_J_LJ-L-LL_JJ_1-1_-LI__1J-1J_ IJ-_ TOP OF BEAM /> cJ_1J-_LI1J-LJ_JJ--L1 LJ-J1_-LL_L1_11I_L__L _ J-L11J_l-L1_LJ_J1__LL_L1_11__LL_f-1_1L--_LJ_L_LL_JI 1_L-LI_1J_1___IJ__11 LJ J1__L1-L1_11LL_I_1_11-_I_LJ_L_LL_J_I_1_L_L4-__1J_1_L_IJ_ 11-1J_JJ__Ll_L1_1L_LL_-_ 8 -0 8'_0„AFF 1 • - 0" (TYP.) �- 1' - 0" (TYP.)' �-- I STUCCO � STUCCO +27.630.0 (TYP (TYP.) y +29.4 ; -39.3 E +29.4 ; -39.3 E i 0,-0"FF — — — 0'- 0" REVIEWED FOP CODE COMPLIANC L ST. L llCIE CO UNT* tl NTp 3 REAR ELEVATION —4 LEFT ELEVATION A-2.0 SCALE: N.' ! S. A-2.0 SCALE: N.T.S. II II Gu I e PLANS PREPARED FORT: r s� R � �s a el MO f -PLANS PREPARED BY: ww°xr WHOLE HOUSE ENGINEERS 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 1 COPYRIGHT 02016 WHOLE HOUSE ENGINEEkIN( DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSE50NLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: I pujy�nuArrrry'}}�yyryjr, ppe A f = ATE OiF � PROJECT NUMBER: 1 i REVISIONS DESCRIPTION DATE BY REV FOR PERMIT 02/15/2p21 RB SITE NAME: NOTLEM LOTS 5t,t6 I PARCEL 41 .1 lip 1104 3403-805-0046-006-1 SITE ADDRESS: -.1�.° 1 NOTLEM DRIVE FORT PIERCE, FL 3,1932 SHEET DESCRIPTION -PLANS PREPARED BY: ww°xr WHOLE HOUSE ENGINEERS 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 1 COPYRIGHT 02016 WHOLE HOUSE ENGINEEkIN( DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSE50NLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: I pujy�nuArrrry'}}�yyryjr, ppe A f = ATE OiF � PROJECT NUMBER: 1 i REVISIONS DESCRIPTION DATE BY REV FOR PERMIT 02/15/2p21 RB SITE NAME: NOTLEM LOTS 5t,t6 I PARCEL 41 .1 lip 1104 3403-805-0046-006-1 SITE ADDRESS: -.1�.° 1 NOTLEM DRIVE FORT PIERCE, FL 3,1932 SHEET DESCRIPTION 61 STUCCO CEMENT FINISH O.H.G.D. TRACK BRACKETS TO P.T. BUCK CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) \ THIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD O LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ILLED CELL AT JAMB BLOCK (TYP.) \ #5 IN FULLY GROUTED CELLS 1X6 P.T. WOOD BUCK WITH IX3P.T.WOOD FURRING CAULK SEAM AT WINDOW INSTALLATION ADJACENT TO GARAGE DOOR T PER WATERPROOFING NOTE #2 AND SEALANT < ALL 3 SIDES CONTINUOUS. (SEE WATERPROOFING NOTE #4). OPENING EACH SIDE. ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ \ CMU WATER RESISTANT COATING --- 8 O:C. MAX. (4 MAX FROM ENDS) (STAGGERE ) WOOD TRIM (SEE WATERPROOFING NOTE #1). SET SILL IN FULL MORTAR BED. — - STEEL TRACK BRACKETS TO BE SEE WATERPROOFING NOTE #5 i FASTENED TO WOOD 2X6 BUCK WIPER '...., APPLY PERIMETER SEALANT CAULK ,ANCHOR DOOR JAMB HEADER THROUGH GARAGE DOOR MANUFACTURER'S N B N T FRAME AND BUCK TO MASONRY IN R STRICT BETWEEN BUCK &WINDOW FRAME SPECIFICATIONS (OR AS NOTED BELOW). 2X6 P.T. (SYP) WOOD JAMB FASTENED W/ ACCORDANCE WITH MANUFACTURERS 5/8" S.S. 304 EXPANSION ANCHOR MIN. 3 - 1/2" EMBEDMENT (SEE WATERPROOFING NOTE #4) ( ) PRODUCT APPROVAL INSTALLATION 3.25" MIN. EDGE DISTANCE �- W/2" SQUARE WASHERS REQUIREMENTS (MIN. 1.25 EMBEDMENT) SPACED @ 24" O.C. MAX. (8" MAX. FROM ENDS) r _ 1 EXTERIOR DOOR BUCK DETAIL 2 O.H.G.D. BUCK DETAIL i A-3.0 SCALE: N.T.S. 1A_3.0 SCALE: N.T.S. 1s v NOTE: STUCCO CEMENT FINISH WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. CMU WATER RESISTANT COATING � FILLED CELL AT JAMB BLOCK TYP. ( ) SEE WATERPROOFING NOTE #1 ( ) - 1X3 R.T. WOOD FURRING ALL _ (3) SIDES CONTINUOUS. CORROSION RESISTANT FLASHING SEE WATERPROOFING NOTE #5 PER WATERPROOFING NOTE #2 ...- ANCHOR 1X3 P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE #2 AND ANCHORED TO MASONRY W/ APPLY PERIMETER SEALANT CAULK 1 1L 112" CASE HARDENED COIL NAILS @ BETWEEN BUCK & WINDOW FRAME 8'I O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) (SEE WATERPROOFING NOTE #4) � ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. I / 3 \ WINDOW HEADER AND JAMBS TYP. BUCK DETAIL WATERPROOFING 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 MANUFACTURER'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 24" MINIMUM IN 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 AND 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 CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 5. 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. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #5 CAULK SEAM AT WINDOW INSTALLATION MARBLE SILL (SEE WATERPROOFING NOTE #5). MORTAR OR GROUT CMU WATER RESISTANT COATING " °< (SEE WATERPROOFING NOTE #1). 112" DRYWALL ,, .,a., ;, 3/4" FURRING TO ,;; SET SILL IN FULL MORTAR BED. MASONRY WALL STUCCO OR DECORATIVE CEMENTITIOUS COATING. 8" C.M.U. 4 1/2" {-- 3/4" J , 3/8" 2 1/2i4'4 tthxr i n m < PRECAST CONCRETE WIND RESISTANT FLUSH 1 3�8� SILL AS MANUFACTURED BY CAST-CRETE (OR 7 5/8" ' EQUAL) E'VIE-WED FOR BODE COMPLIANCE ST. LUCIE COUNTY 4 PRECAST CONCRETE WINDOWSILL DEl'fG —3.0 SCALE: N.T.S. PLANS PREPARED FOR: z FS Y. i "'m PLANS PREPARED BY: WHOLE HOUSE ENTGINEERING 4451 St. Lucie BIN d. Suite *1 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE IOUSE ENGINEERING DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES,ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLE SE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING 4 DIMENSIONS. a ENGINEERING LICENSE: n - .�"` �a�NAV.4t&t 5 i m ATE Zw r x ION ' "Hits III ttmO , PROJECT NUMBER: 10178 REVISIONS: DESCRIPTION DATA BY RE FOR PERMIT 02/15/*21 RB 071/E s PARCEL D 3403-805-0045-0004/ 3403-805-0046-000-1 SITE ADDRESS:°"" NOTLEM DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: D LE a IL - w SHINGLES OVER 30# ROOFING FELT ON HINLES OVER 30# ROOFING FELT ON S9/32GCDX 19/32" CDX PLYWOOD ROOF SHEATHING PLYWOOD ROOF SHEATHING NAILED W/ Ed RINGSHANK NAILS PER NAILED W/ 8d RINGSHANK NAILS PER DETAIL. DETAIL. PRE-ENGINEERED WOOD TRUSSES P) PRE-ENGIN EKED WOOD TRUSSES @ 24- O.C. ( AX SPACING) @ 24" O.C. (MAX SPACING) FIRRING 12 12 4 4 "SIMPSON STRAP PER TRUSS "SIMPSON" TRAP PER TRUSS R-30 BLOWN INSULATION ;.._ CONNECTO R SCHEDULE. CONNECTOR SCHEDULE. METAL FLASHING (DRIP EDGE) I METAL FLASHING (DRIP EDGE) - 2X6 P.T. WD. FASCIA 1/2" DRYWALL (WALL_S AND CLG ); 2X6 P.T. WD. FASCIA (OPTIONAL 2X6 CEDAR FASCIA) STUCCO CEILING: STUCCO OVER (OPTIONAL 2X6 CEDAR FASCIA) WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" 0 8" X 8" X 16" CONTINUOUS CONC HEAD @ 6" O.C. OVER 3/8" METAL RIB VENTED SOFFIT PER SOFFIT ` BEAM BLOCK W/ ('i #5 BAR ) " IN VENTED SOFFIT PER SOFFIT LATH @ 6" O.C. W/ (2 LAYERS OF 15# (3,000 PSI) CONC. FILLED CELL ` DETAIL FELT OVER EACH FRAMING MEMBER) DETAIL #5 REBAR V / 90 DEGREE HOOK 8" PRECAST LINTEL "1/ (1) - #5 BAR : #5 REBAR W/ 90 DEGREE HOOK i 8" X 8" X 16" CONCRETE BLOCK COLUMN IN (3,000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW 8 " X 8 X 16" CONCRETE BLOCK MASONRY ( ) OPENINGS (SEE LINTEL SCHEDULE 8'- 0 WALL HT. PRE -CAST LINTEL PER LINTEL J 2 - #5 RS (3,000 PSI) FOR MORE INFORMATION) #5 VERT. REBAR IN (3,000 PSI) CONC. SCHEDULE . FILL CONC. FILLED CELLS D CELL R5 BLUEBOARD INSULATION ----�_ FILLED CELL (SEE FOUNDATION PLAN FOR LOCATIONS) 1/2" DRYWALL ON 1X2 5/8" THICK STUCCO FINISH FIRRING @ 181° OR 24" O.C. 5/8" THICK STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE #5 REBAR W/ 30" MIN. LAP SPLICE WOOD 00 OR VINYL BASE FLOOR FINISH BY (2,500 PSI) � ONC: FOUNDATION SEE < }Y (2,500 PSI) CONC: FOUNDATION SEE FOR SIZES AND SPECIFICATIONS. CONTRACTOR PLAN FOR SIZES AND SPECIFICATIONS. FLOORING BY CONTRACTORPLAN 4" MIN. COVER FINISHED GRADE o ,° . , °:' .. 4" MIN. COVER FINISHED GRADE • a T pgf'y TYPICAL PORCH SECTION_ TYPICAL BLOCKWALL SECTION _ SCALE: N.T.S. SCALE: N.T.S. 9 li INSULATION TRUSS BOT. CHORD 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" METAL RUNNER r 2X4 WOOD FRAMING @ 16" O.C. OR 1 - 1/2" X 3 - 5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES 2X4 BOTTOM PLATE OR 1-1/2"X 3 - 5/8" METAL RUNNER W/ TAPCONS OR CUT NAILS @ 2'- 0" O.C. (10d NAILS FOR WOOD FLOOR — TOP OF SLAB � I TYPICAL INTERIOR NON - BEARING WALL DETAIL SCALE: N.T.S. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT OVER WOOD FRAMING MEMBERS (TRUSS TAILS). 28' 6'-4, j 6P-6„ 191 an ® r -- -- --- ---- -- -- --- -- - -- --- I L6 L5 F1 F1 I III I i® I_ I I I S1 I I I I I I { I to n J L ------ I L4 r 6 ° I I I 40" X 40" f A/C PAD 36 X 62' LEVEL LANDING CENTERED r-------- -- ON DOOR o) I. L___---- ---J i. L3 4" STEP (L7 n j 3' IL i S1 4--- I F2 #5 BAR - VERTICAL IN q 1 FILLED CELL c (TYP.) ---- i 4"STEP-- I L1 4" STEP N I I I I S1 Fz FI I I LI L2 I F1 * s FL SH wIL 2„ T-2" 8" CMU — � i � N II I_ WALL (TYP.) 10 ® a F4 00 j S1 m F1 F4 1 L8 L9 F3 L —J RECESS FOR 16'-8" Q D F®R 11' 4" O.H.D. I 28' CODE CO LIANCE ST. LUCIE C [. NTv - R0c NOTE: PROVIDE DRIP PAN NOTE`. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR & DRAIN LINE TO EXTERIOR SHALL NOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF FOUNDATION PLAN S-1.O FOR W.H. & A.H.U. THE THRESHOLD. SCALE: N.T.S. ' EXCEPTION: THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE /+ p� DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. DEMO RAIL DETAIL WHEN EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE NOT AT GRADE, THEY SHALL FILE CC-P"' SCALE: N.T.S. BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY IN ACCORDANCE WITH R311.7. STUCCO SOFFIT DETAIL SCALE: N.T.S. 4X4 POST PER DETAIL 2X6 TOP CAP W/ (2) - 1 /4" X 3" LAGS EACH POST t1 -40" 1X1 OR 2X2 WD PICKETS @ 6' O.C. 2X6 BOTTOM CAP W/ 2 - 1 O 114" CC 3" LAGS EACH POST q a 4 FOUNDATION SCHEDULE FTG. SYM. FTG. SIZE- &REINFORCEMENT G F1 16" D X 12" W (2,500 PSI) CONCRETE MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS F2 12" D X 12" W (2,500 PSI) CONCRETE MONOLITHIC FOOTING- W/ (2) #5 BARS CONTINUOUS (STEP FTG). F3 36" X 36" X 16"D CONCRETE PAD FOOTING WITH 3 #5 BARS AT 8" INCHES OC EACH WAY AT BOTTOM F4 12" X 12" CONCRETE MONOLITHIC FOOTING WITH (1) # 5 BAR CONTINUOUS 4" THK (2,500 PSI) CONCRETE SLAB W/ FIBERMES OR 6"/ 6" S1 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL. I PLANS PREPARED FOR: ::1+ i S Irt3 v ea cu�� •x� l 11�k � y J � x i , v G PLANS PREPARED BY. WHOLE HOUSE ENGINEEI ING 4451 St. Lucie Blvd. Suite 2,01 Fort Pierce, FL 34946 = COPYRIGHT 02016 WHOLE HOUSE ENGINEElNG DRAINING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSESONLY. SIZE AND LOCATION MAY VARY TO MEET MANUF ACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTkT'DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. `•.' t"IVlsl{ViCCtCIIVl9 LII.CIVJC: """"""_'"."` "'°":"'".•"'":.':`""•,••• citlt�Ut�Jip ,: � s< 88 6 t A 6F ' r 7— REVISIONS: i DESCRIPTION DATE BY RE FOR PERMIT 02/15/ ;1 21 RB s I SITE NAME: NOTLEM LOTS 5&6 PARCEL ID: 3403-805-0045-0004/ • 1 •1 1 • 1 -JIILAVVI\La.ivJ.- NOTLEM DRIVE FORT PIERCE, FL 34932 SHEET DESCRIPTION: i � , 1 PL FO SHEET NUMBER: mot% M TRUSS CON NE' TOR SCHEDULE ALL TRUSSES EACH <1000# (1) HETA20 1810 (9)- 10d X 1 - 1/2" Alf CBS BEARI G ALL TRUSSES EACH <1000# (1) MTS 16 1000 (14) - 10d X 1 - 1/2" AT (FRAME BEARING TRUSS COMPANY A-1 TRUSS LAYOUT DATE 04/25/2017 CUT E HEET DATE 04/25/2017 * NOTE: USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT. NOTE:ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. I TRUSS NOTES: (1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. (2) CONTRACTOR TO PROVIDE ENGINEERED TRUSS DRAWINGS PRIOR TO INSTALLIN 3 TRUSSES. (3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEF ORE ORDERING AND INSTALLING TRUSSES. (4) TRUSS TO TRUSS CONNECTIONS PROVIDED BY TRUSS COMPANY. (5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS, SYMBOL LENGTH SAFE GRAVITY LOAD LINTEL SCHEDULE APPLIED SAFE APPLIED GRAVITY UPLIFT UPLIFT LOAD LOAD LOAD COMPOSITE BEAM 8F8-1 B-1T 8F16-0B-1T 8F8-1B-1T 81716-013-1T 81716-013-IT 81716-OBAT 8F16-OBAT 8F20-1B-IT 8F16-1 B-1 T 8F16-1B-1T 8F8-1BAT 10, - 0" & 8" BEARING FOR SPANS GREATER THAN 10' - 0". EEPER THAN SPECIFIED. L _ L1 4' - 6" 2189 190 1207 100 -- L2 51-10" 1631 190 2080 100 L3 4'-6" 2189 600 1207 250 L4 4'-6" 2931 600 2707 250 L5' 4'- 6" 2931 175 2707 65 L6 4'- 6" 2931 175 2707 65 L7 4'- 6" 2931 600 2707 250 L8 9'-4" 2564 175 1474 65 L9 1 '- 8" 6 950 230 405 125 L10 9'-8" 1533 175 916 95 L11 4'-6" 2189 705 1207 135 NOTE: 1. MINIMUM BEARING OF LINTEL SHALL BE 4" EACH SIDE FOR SPANS LESS THAN 2. MORTAR SHALL BE TYPE M OR S 3. 8" BOND BEAM W/ #5 REBAR CONTINUOUS @ TOP OF WALL 4. COMPOSITE BEAM DEPTHS ABOVE ARE MINIMUMS. LINTELS MAY BE POURED 'T' PE i EIGI" A IOI' _.Fm FILLED tddlTH GROUT U a UNFILLED r—. QUANTITY OF #5 FIELD AVOED REBAR AT I BOTTOM Of U--LINTELCAV"YFOR GRAVITY LOAD U 1 " I i Nt 1iNAL1Nl�'iT11 nu QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF NOMINAL WEIGHT Cd1MFOSITE LHUNTEL FOR UPLIFTLOAD #5 FIELD ADDED_ REBAR AT a 10P [1Fa_O"Ifk U - LINTEL UK [1) REOD ( 1.IW CLEAR }� m r.-kl€L41P1ACFACJ e let ] ( �GRO IT ? Rj tJ1 d.IW L4R1Y�f:,. #5FIELD AWED FWBAR AT I Li� 5f'I'OM S7F U LiN1'EL,[A4iTY G 7 "ACTUAL PROVIDED IN U-LINTEL 1N1[7#11 (4EFIN7-,INFM0NG orliFOUL zz Z2 z2 „A„ „A„ ROOF SHEATHING NAILING ZONE ` (N.T.S.) ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK COX PLYWOOD ROOF SHEATHING jRFASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) „ v 5_0 FO SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. r' t` I r ijEWED GOR B Nag Pattern YrG & w,^E Esquamaenn:bctaYos C &;aNagPfastening area widtll UCIE COUNTY �rchvdelemoparaclawdoS ofti 12 FILE COPY FxpS�V ivi&do Nails b 5v irO}n ra �XpC$fCd0Ad65'le pYllJ, �74$tCtV$1 do SQU)Q. ROOFING ASSEMBLYNOTES: PER NOA#12-0309.01 USE 6 NAILS PER SHINGLE PLACED AS SHOWN ABOVE. ENSURE THAT NO NAIL IS WITHIN 2" OF A JOINT/CUTOUT OF THE UNDERLYING SHINGLE. SEAL DOWN EACH SHINGLE AT TIME OF APPLICATION WITH THREE 1" 0 (APPROX. SIZE AND THICKNESS OF A QUARTER) SPOTS OF ASPHALT PLASTIC CEMENT PLACED UNDER THE SHINGLE. APPLY PLASTIC CEMENT IN MODERATION SINCE EXCESSIVE AMOUNTS MAY CAUSE BLISTERING. CAUTION: SHINGLES SHOULD SEAL TO THE UNDERLYING COURSE WHEN THE FACTORY APPLIED ASPHALT SEALANT IS SUFFICIENTLY WARMED BY THE HEAT OF DIRECT SUNLIGHT. SHINGLE NAILS SHALL BE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 OR 12 GAUGE, WITH ATLEAST 3/8"0 HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD OR 3/4" INTO BOARDS. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES. UNDERLAYMENT SHALL BE APPROVED 30# ROOFING FELT. UNDERLAYMENT APPLICATION: COVER THE DECK WITH ONE PLY OF UNDERLAYMENT LAID PARALLEL TO THE EAVES, WITH 2" HORIZONTAL LAPS AND 4" END LAPS. APPLY METAL DRIP EDGES ON TOP OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS. 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 BUILDING 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 FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ALL ROOFING INSTALLATIONS SHALL BE IN ACCORDANCE WITH FBC 2014. PLANS PREPARED FOR: 8 1+ rRe a1 z� I F o 1' u FRI 11, li."� .: t )' ti -PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 1 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING , THESE DOCUMENTS CONTAIN ARCHITECTURAL I SYMBOLS USED FOR GRAPHIC PURPOSES; ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: PROJECT NUMBER: I J NOTLEM LOTS 5&6 PARCEL ID: 3403-805-0045-0004/ 3403-805-0046-000-1 SITE ADDRESS. NOTLEM DRIVE FORT PIERCE, FL 34962 SHEET DESCRIPTION. SHEET NUMBER fi> I ATTIC VENTILATION TOTAL FREE VENT ACTUAL ATTIC REQUIRED AREA TOTAL (AREA/300) SQ. FT SQ. IN. SQ. FT. SQ. IN. 1643 236,592 5.48 788.64 ROOF VENTS SOFFIT VENTS REQUIRED REQUIRED (SI/16.0) # OF SQ. FT. SQ. IN. VENTS SQ. FT. SQ. IN: LIN. FT. 2.74 394.32 3 2.74 394.32 24.65 ROOF TOP ATTIC VENT: SOFFIT VENT TYPE: 4" 1 SQ. FT.(144 SQ. IN.) /EA. WIDE X 24" LONG @ 4' O.C. ROOF TOP VENTS SOFFIT VENTS REQUIRED = 3 REQUIRED = 13 - 10x6 ,! 159 Cfm BEDROOM #2 MASTER BED 12 12 10 I F, x 6 10 �I � 7 / 158 cfm 12 x 12 - al in 40" X 40" " A/C PAD 12 BATHROOM #1 10 X 6 8x4 12x12 118cfm 9 " BEDROOM #3 a 20 x 20 LEG .8 x 4 PAN L "A" LAUNDRY ROOM B THROOM 2 120/240V 10 / 15 cfm 200AI, MLO 4 8x4 4 8x8 60 cfm PANTRY 20 x 20 ------ 920 cfm DINING r F- 1191-11410 X 10 196 cfm i 8 L VILIG,I� 'HE DRAWING M-1.0 IS FOR GRAPHICAL PURPOSES ONLY AND WHE )OES NOT PROVIDE ANY OPINION ON M-1.0. REFER TO MECHANICA :NGINEERING DRAWINGS FOR CALCULATIONS AND DETAILS Per Florida Statute 471.003 Electrical, Plumbing, HVAC and Mechanical work performed by licensed contractor under chapter 489 and meeting the requirements of 471.003 (h) are exempt from Professional Engineer Stampings. As such, the professional Engineer certifies this plan only for general schematic layout and does not provide any opinion on the actual Electrical, Plumbing, HVAC and Mechanical work performed by the licensed contractor. PROTECTIVE Rn1 I ARIL RFF. 107 cfm D 6" 6 I, -__ V A W 8 x 8 107 cfm 107 cfm GARAGE --------------------- i I i I COVERED PORCH I I 1 MECHANICAL PLAN M-1.O SCALE N,T.S. REVIEWED FOR CODE COMPLIANCE ST. L UCIE COUNTY` ROM PILE COPY PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie BI .d. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC 'PURPOSESONLY. SIZE AND LOCATION MAY VARY TO MEET MANU=ACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. -° ENGINEERING LICENSE.: REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 02/15/2021- RB -° SITE NAME: I �. NOTLEM LOTS 5&6 PARCEL ID: I, 1 .1 1l.411• 3403-805-0046-000-1 — SITE ADDRESS: — NOTLEM DRIVE FORT PIERCE, FL 34982 SHEET DESCRIPTION: SHEET NUMBER:sA� (3) #2/0 THHN W/ (1) 94 IN 2" CONDUIT FOR O.H. ELECTRICAL SERVICE 200A METER MAIN/DISCONNECT 200A — 200A 10 3W, 120/240V 10 OM PANEL 200A METER 200A MAIN/DISCONNECT PANEL COMBO 'A' COMBO ,A, 200A 10 3W, 115/230V FLUSH MOUNTED NEMA-1 9 NOTE: ALL WIRE TO NOTE: ALL WIRE TO BE COPPER BE COPPER. (3) #2/0 THHN W/ (1) #4 (3) #2/0 THHN W/ (1) #4 FAN/LT q IN 2" CONDUIT IN 2" CONDUIT _ Je COMBO #4 SOLID OR STAND CU. GROUND TO #4 SOLID OR STAND CU. GROUND TO COMBO COLD WATER PIPE, FOUNDATION STEEL, & ; COLD WATER PIPE, FOUNDATION STEEL, & ---- ' 9 5/8 X 8' - 0" GALVANIZED GROUND ROD 5/8" X 8' - 0" GALVANIZED GROUND ROD FOUNDATION COLD FOUNDATION COLD STEEL WATER — STEEL WATER Lg PIPE PIPE i 5� 141 t� (3) #2/0 THHN W/ (1) #4 2' DIAGRAM O.H. SERVICE IN 2" CONDUIT FROM 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE tl ELECTRICAL RISER G U.G. ELECTRICAL y1 .0 SCALE: N.T.S.SERVICE _1 O SCALE N.T.S. j ANIL I COMBO li 1 (5 :7 ELEC. PANEL „A„ 120/240V 10200A ML0 OFI BB COMBO F1 GFI ELEC.METER-LOCATION --L EWH _ DETERMINED BY HABITAT Qj�( `y- GFI I QII ELECTRICAL KEY ` SYMB. DESCRIPTION SINGLE POLE SWITCH s THREE WAY SWITCH OO PUSH BUTTON SWITCH 8 DUPLEX RECEPTACLE 5 DUPLEX RECEPTACLE - ONE W/ SWITCH ED 220V OUTLET LIGHT FIXTURE C RECESSED LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE C PULL CHAIN LIGHT FLOURESCENT LIGHT FIXTURE FLouREsoENT ®FANILT COMBO EXHUAST FAN/LIGHT COMBO e OM11.To COMe CEILING FAN/LIGHT COMBO DISCONNECT SWITCH SMOKE DETECTOR so COMBINATION SMOKE/CARBON MON. DETECTOR' GFI GROUND FAULT PROTECTION WP WEATHERPROOF DIN DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER FUEL GAS W/ SHUTOFF VALVE i I / I DRYER j 1 i EXH. ° I FAN/LT COMBO � GENERAL ELECTRICAL NOTES GFI ' ` j 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. WASHER 1. 02. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION. GFI /� 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN I CFI LOAD C A ILC U LAT I Q N S THAT ALL AIR-CONIDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE ------------ BID. , 7508 COQUINA AVE �O I 4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED --- ` TORT PIERCE, FL 4951 Dw 5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE B.O. POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET _ -- 1 ,291 SO FT 3,873 WATTS I POWER COMPANY 1PECIFICATIONS IS IN THE BID. cbI c 0 REFRIG.. I 2 SMALL APP CIR. 3,000 WATTS 6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE GFI cFl MI FAN �COMBuOr DROP OF 3 IS PERMITTED�B ,. _)RYER 5,000 WATTS GFI Q 7. SMOKE DETECTORE3 SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE i ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND RANC,E °(ELECTRIC) 12,000 WATTS LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. 220VDISC. SW ---- ALL APPLIANCE / ELE CTRICAL A ECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING S � Q -LAUNDRY 500 WATTS PER NEC 110.3 & 110.21. / ATTIC ACCESS-- 9. ALL ELECTRICAL CIIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. cF1' w`i -- --`- , (1) WATER HEATER (ELECTRIC) 4,500 WATTS IN ATTIC 10. ALL 125 VOLT 15 & 21D AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER WP TUB (OPTION) 1,200 .:WATTS ' RESISTANT AS PER NEC 406.11. - 1 /Uss REFRIGERATOR 2OO WATTS 11. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. i 1 12. GARAGE DOOR OPENER TO BE GFI PROTECTED. GFr,,, OR IRR. PUMP (OPTION) '1,800 WATTS �_ I GFI - 13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. i GARAGE i 1 1 WELL PUMP (OPTION) 2,000 WATTS DOOR 14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. OPENER - misc. 5, OOO WATTS 15. SWITCHES SHALL BI_ OF STANDARD GRADE OF SILENT TYPE. 41,073 WATTS SUB TOTAL 6OUSE 16. RECEPTACLES SHALL BE15AAND 120VOFTHE GROUND TYPE. REVIEWED FOR CODE COMPLIAMr%P I , 17.. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE ST LUCIE COI,+ HIGH EFFICACY TYRE. " FIRST 10 KW @ 100% 10,000 WATTS 18. ALL DEVICES SHALL_ BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. OC REMAINDER @ 40% 12,429 WATTS e -- _ -- - 19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE --`--------(a-'"- G ABC # 1 @ 1 00% 12,000 WATTS L GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPES. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITI-I SEPARATE CIRCUIT. 20. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUP LYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT ' KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS; LIBRARIES, DENS, 34,429 TOTAL WATTS SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC ELECTRICAL FLOOR PLAN 2011 210.12 (A)(1) THROUGH (6) . E_1 0 SCALE: N.T.S. 21. INSTALLATION HEIQ3HTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE. - 143 5 TOTAL CONNECTS LOAD 12" T CENTER TELEPHONE NE JACKS. O � � FILE COP 46" TO CENTER OF LIGHT'SWITCHES. 16" TO CENTER OF RECEPTACLES. Per Florida Statute 471.003 Electrical, Plumbing, HVAC and Mechanical work USE 200A SERVICE 46"TO CENTER KIT(' HEN RECEPTACLES OVER COUNTERS. performed by licensed contractor under chapter 489 and meeting the requirements 42" TO CENTER BATH RECEPTACLES. 12" TO CENTER TELEVISION JACKS. of 471.003 (h) are exempt from Professional Engineer Stampings. As such, the professional Engineer certifies this Ian only for general schematic layout and lJ APPROVED ROMEX. P g p y g y 22. BRANCH CIRCUITS SHAL BE IN THIN WALL CONDUIT OR does no-1, provide any opinion on the actual Electrical, Plumbing, HVAC and 23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. Mechanical work performed by the licensed contractor. 24, EXHAUST FANS IN BATHROOMS IF USED SHALL BE RA -- fiED AT 1 CFM/SF OF VENTILATED f FLOOR AREA. a PLANS PREPARED FOR:'^ S for if Elp.3, a1a%� a� �, 19 .'g - PLANS PREPARED BY:I WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES, ONLY. SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. "j ENGINEERING LICENSE: PROJECT NUMBER: -m ° REVISIONS:I DESCRIPTION DATE I BY REVS FOR PERMIT 102115/2/021 RB I - SITE NAME: NOTLEM LOTS 5e6 SITE NUMBER: PARCEL ID: 3403-805-0 45-0004/ 3403-805-0 46-000-1 T^ SITE ADDRESS: -" NOTLEM DRIVE FORT PIERCE, FL 34982 ~' SHEET DESCRIPTION: ° .F ELECTRICAL PLAIN SHEET NUMBER *NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO c 12 LEDGER CONNECTIONS BY BUILDER. cO a s rSpecifications_ n T ica Co r set e 4 (UNLESS NOTED OTHERWISE) .tem Attach End Jacks w/ 4 1 eNails TC 6d T o & (3) 16d ToeNails @ BC i 15 " NOTE: ALL CEILING DROPS BELOW BEAM ARE •y .- a E 0 > a d _ LAttach Corner Jack w/(2) BY BUILDER. (UNLESS NOTED OTHERWISE) y o � N C O C y O a 2 5i y o t w " 2 P 6d ToeNaiis @ TC & BC O O ; aF o 0 9 0 NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW L 2 ce) TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING E ~ 1 If DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL D 1 -6 STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE " ° y O L y O INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR E o N ma °O 4 " GRAVITY AND UPLIFT LOADS.°�' FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ^o o -a y � o AND/OR ENGINEER OF RECORD. a s `oa; 0 a=i o 2 :t✓ E..'o d m E.a Y N G C 0 y REPRESENTS THE LEFT SIDE �8 w ° ° ' � o ` w OF EACH TRUSS DRAWING y G N z -- o- - m o ¢ a' E E d m is Typ. Corner Jack Placement--1' 10-15/16" 21011 2'0" 1'1-1/16" _ 0 '6 � � !'z 0 _ ;l 4114�a�y�=��W 11 ( NOTE: REFER TO SIMPSON CONNECTOR $ y� - 2 E y ,rna c m CATALOG FOR INSTALLATION DETAILS) ' 46 ~ y ' C H= O G N_ y moSyO.m❑ c n 3 L y A LUS24 H HHUS46 Q - - „ O E E HHUS26 2 a LUS26 J THA422 - - - E ?/y I`f` —3� B SU U U U U 0tC HUS26 K MUS26 S-- ¢�io$p 0,m� y 2 2 D HUS28 L THJA26 T--- . vE° CJ 1 Nrn' t2 CJ1 0 C: .0 aEo ❑ F HHUS28-2 N -- V --- �0EomW9N�_ 3 CJ3 LUS46 --- CJ � G P X _ 1 HBB HANGER BY BUILDER BBB BEAM BY BUILDER $ 2 8 ` 3 y s rn '- d a OR a \ u cAL ¢ l .. O CJ5 ,\ /, y CJ5 � q tr B _ ° TC & C O C� r. L TA12 I R S NOTE. LSTA STRAP ° O.._ c I Z -'BENS G?/S 'J INDICATED TO BE USED IN °❑° m N 'a o '= E ' 1 y Zt LSTA12 @ TC � w B C z _ .y Al2 No 88 8 ' CONCORDANCE WITH % Z ° � . o y m d *' ,t " LSTA12 @ BC CORNERSET DETAIL. R w = o s L o I Y. � "• ❑ w .L. y - Zb m a w U - 2085# N _ " TE OF LOADING ROOF- FLOOR WIND LOAD t m ° ~ � ° °' ° C L U =+' a A11 (oR.... a� LIVE LOAD 20 ASCE 7 �6 00 ❑ :_. G 40_- 0) Nw O O N V u iiNiA, lb\\` ~= DEAD LOAD 14 160 C '� ii, m a:g a 1 m� A10 pof LIVE LOAD 0 Residential - CAT II 1 � E N a c i—p w�a -Y oao N ° rav y m U DEAD LOAD 10 Enclosed c d v co 5 E d „ads.' z rn ❑ E2 ° A09 c v v TOTAL LOAD 40 FBC 7TH ED. 2020 RES. N' g E OE 2 o ? o O N V y O w N LLiov, ov . z 1 2 y 5 TP1201b o c DURATION N FA T R � ._ , U 0 C 0 -O ._ i pp M. E f0 _ N.,,. t i _ A08 REV DATE BY REMARKS d c ay Ti m P Muss,i�.aw" _ FBC 7TH ED. 2020 RES. CODE UPDATE o m -- c $ U " rc K 02/09/2021` AA ° d m - y o_ t GL. ` d the e! L I~—�J 'Nj ° } 3Nmnav rol¢ la L.O O ;O O. IO O R�!.anav ov'3 1 • 3. N _ y O y is" aver . o y N c.N fq o.c O .........:.?i.fiala.5oxifoza2 u:xe I_ O c0 O y y w R N - --/ -/---- - H rn a '0' m E o _ a y N N ° y O TyL�-L A05 y _ d c C c c ° o m m o �.. A04 I'.: mE¢i.�3v`o vi It is understood that above APPROVED >a o m cO = .w = »� 2 1108 conditions have been reviewed &� o m ❑ L Y y= I '0 I F APPROVED NOTED 3 r I frh fabrication RO Sof are acceptable e o them p_ d O A03 y U .. at trusses, elevations, itches, ".__ ° Y ° _ _ ° E p ° y _ o O overhangs, f i ilin REVISE AND RESUBMIT C rn N asc as ce y .. r y y A 9 ❑ ._ w N elevations/pitches, bearing � � y ° � E = E REJECTED a y °.L $ $ o m O conditions& all detail pertaining ❑ M o - c -p 9 � O A02 00 o a o �I to this truss placement plan. No ��, r H a o � a 13 ❑ 11 - back charges will be accepted 0 m o F � E N N without previous written approval DATE y c y - ; _ •y p pp O.dvo,mrd_o E cw a ° w, from an A-1 Roof Trusses E. ° O o A01 representative. REVIEWED BY m o w N o 3 o v � .c ° 01 ❑ o N PLAN DATE ARCH: --/--/---- STRUCT / / _ ° c R O L '_ 1-2 M w d o J8 N L co N ° B06 I U 1; � 2 w v _ CUSTOMER HABITAT SLC 2 io c � $ I y a 1 (O N ° c o d o= c= d '1 ym Ocala J8 B07 �E�a���yd� 3 A ECE S IN T SS ATTIC JOB NAME THREE BEDROOM C. o 6& o o F o °m ACCEE 8 o m c > 0 ti14m 2 J8 608 .c OPTION(S) �H�°�=�o -$�2 CL.rn•- on 1 1 1 1 1 _ s_ O O O o. w _ 2 2 O _ 2 2 7 U= 42 U 3 �'6# I, COMMUNITY ° o ° c W O �. L O J8 609 !! y y r,. L /LOT# 4 v ^ii o. >,B cF- off. CJ7 CJ7 CITY ° _ o _�' a m N II a " Z L N _71 $ COUNTY ST. LUCIE 8' BEARING ° ❑ =t CJ5 ti CJ5 aE� BLDG. BLDG. o o c m;` y¢ O amOma l - TYPE L /^ x E y O o y bo N y O L S Co 0 I O N O m m 'O O ._ JOB # MASTER CHHS3B I •N � s ❑ y a �+ > f0 c CJ3 o d CJ3 I ❑ _. 00 1 '00C E c .N• c `m >'cX1XXXXXNz XXNKX XXXXX JXXXXXN X><'X.' LDRAWN SCALE i~=w�y��y�� CJ 1 CJ 1 DATE 02/09/2021 ~O 0.0 C MS NTS z > m m v° a'N a `�° c oB2m-E°c ❑ m .. oatyLE$cy 74 10 ILA t` u7 � M N 00 o0 00 00 00' 00 00 LO CV) .- IQ.•p y � �'-L Ca 0� � Q Q Q. .�.. C). 00 � � � RECEIVED � � , ❑ 3 :_ -o CP E>a v ° E sc�. CQ � OQ m m m m � 8� i- � o d U U U g" Z n 2018 20'811 AUG 1-0 2021 Lw Q ° 23 _ ° O 1 aO_ N GL l0 "-L Lucie Coup +£.. ,$,r ..m,,: :°� �. ,� °� U ° ayi r o. m 2 .2.'.`... t. n j St. Luc tY „� 41 4 Permitting .— ! I EL w- }L, .6 c w w co: .._,.�.... 4 O_. �...a 0 _ 0 O O O I '� I I A FLOR DA CORPORATION U 0 o c d v_ w Ph 772-409-1010 ! Fax 772-409-1015 G 8 ° -o O •- ° a 0 :/h - -- httDaww.a1trusscom W 0 c c 1 ° o° N !.' n. 2 L[a = O c1