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Home My WebLink AboutConstruction PlanLlul <T 01=..',1333� 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. Know what's below. Call 1. 2014 FLORIDA BUILDING CODE, 5TH EDITION before OU di , y g 2. 2014 FLORIDA PLUMBING CODE, 5TH EDITION w w w. c c l l81 1. c o m 3. 2014 FLORIDA MECHANICAL CODE, 5TH EDITION 4. 2014 FLORIDA BUILDING CODE: ENERGY CONSERVATION, 5TH EDITION ALL MANUFACTURES LADLES SHOWING 5. 2011 NATIONAL ELECTRIC CODE U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL MSPECTIONS ARE APPROVED J ALL-WWACTURESLABLES 3 THESE PLANS AND ALL PROPOSED WORK UFACTORS AND SHG;:sC4S .•:+. ARE SUBJECT TO ANY CORRECTIONS WITH FBC ENERGY Cf,)UH M! REQUIRED BY FIELD!NSPEVTORB THAT REMAIN ON ALL DOORS hP L ,11 ��)WS MAY BE NECESSARY IN ORDER TO UNTIL IIdSPECTIONSARE At tLsYED COMPLY WITH Ali.APFL ICAM14 00% CONCEALED FASTENERS OR ATTACHMENTS au Luce %,Uumy ARE THE RESPONSIBILITY OF THE llb s epartment CONTRACTOR OF RECORD Dates - A proved r y'� AFFORDABLE A E ST. LUCTF CPT N . > ��C Tm? nN WORKFORCE HOUSING REVTFEi'FD FOR CPNMLIA ' Itr:VII:rYE^ P,l' DATE _ _ PLANS A P?'.RNTT NIUST RF KEPT ON JOB OR TM O EVSFI;('TION WILL BE AiADE. IN PROJECT: 1200 MODEL CUSTOMER NAME: HABITAT FOR HUMANITY SITE NAME: 7508 COQU I NA AVE. SITE ADDRESS: 7503 COQUINA AVE. FORT PIERCE, FL 34951 SITE INFORMATION PROPERTY OWNER: PLANS PREPARED BY: WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort fierce, FL 34446 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING URNYYII14U IYV 1Ik r 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. � �\VVLV 1 1\VI\IVLR. HFH — 1200 REVISIONS: DESCRIPTION BATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B - SITE NAME. 7508 COQUINA AVE 1200 MODEL OI IF HUURCOO. 7508 COQUINA AVE. FORT PIERCE, FL 34951 TITLE SHEET SHEET NUMBER: C1 F ABBREVIATIONS GENERAL NOTES REINFORCED MASONRY NOTES ELECTRICAL PLAN NOTES AB ANCHOR BOLT LAV LAVATORY 1_ DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS 1. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE 1. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ABV ABOVE LG. LONG IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08) AND THE SPECIFICATIONS ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN FOR MASONRY STRUCTURES (ACI 530.1-08). AFF ABOVE FINISHED FLOOR LIN. LINEN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACKCHARGES WILL NOT BE 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM AR ARC FAULT INTERRUPT LGT LIGHT ACCEPTED. 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE USED FOR SLEEPING PURPOSES. ALUM ALUMINUM L.T. LAUNDRY TUB REQUIREMENTS OF ASTM C90, fm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND AHU AIR HANDLER UNIT ' MAX. MAXIMUM 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE B.F. BI FOLD M.C. MEDICINE CABINET SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. RATING AS PER NEC 110.3 & 110.21. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR B.P. BI PASS MECH MECHANICAL 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING BLK. BLOCK M.R.H. MEAN ROOF HEIGHT EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. AND AT EVERY 5000 SF OF WALL AREA. ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT BRKFST BREAKFAST MTL METAL PROTECTED. BLK'G BLOCKING MFR. MANUFACTURER 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE BM BEAM MICRO. MICROWAVE FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL 5. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE BRG. BEARING MIX WITH A f OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE TAMPER RESISTANT AS PER NEC 406.11. MIN. MINIMUM 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT BOT. BOTTOM MIR MIRROR TRADES, DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY EVERY 50 YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. CAB CABINET M.O. MASONRY OPENING OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. CER CERAMIC MONO. MONOLITHIC 7. GARAGE DOOR OPENER TO BE GFI PROTECTED. 6: ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO CJ CONTROL JOINT MTL. METAL TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION BE #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS CL CENTERLINE OBSC OBSCURE ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS NOTED OTHERWISE, CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN �+ PLUMBING NOTES CLG CEILING O.H.D. OVER HEAD DOOR SHOWN. VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH CLO CLOSET OC ON CENTER OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF `STRUCTURAL OR HOOKED INTO BEAMS 10" MINIMUM. CLR CLEAR OPP OPPOSITE NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701.1 F.B.C. CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP LIFT FOR INSPECTION. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER CONC. CONCRETE DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR 11: CONN CONNECTION P.S.I. POUNDS PER SQUARE INCH REVIEW AND APPROVAL. 7. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE C CASEMENT P.T. PRESSURE TREATED REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT - PART'N. PARTITION 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. LINE &1V ABOVE GRADE PER F.B.0 P3103.8 CTR CENTER pH PHONE 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION; NEW DOWELS DBL. ; DOUBLE PKT. POCKET 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE MAY BE DRILLED (3/4" DIA. X 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. DF DRINKING FOUNTAIN HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE ULTRABOND EPDXY". DIA DIAMETER PL PROPERTY LINE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 PLYWD. PLYWOOD 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK DISP: DISPOSAL PNL PANEL 11. THE CONTRACTOR' SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE 7. W.H. P. & T. VALVE &LINE SHALL COMPLY WITH F.B.C. 504:6 DP DESIGN PRESSURE R RADIUS AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND DR. DOOR REF REFIGERATOR FLOOR PLAN NOTES APPROVED PRIOR TO CONSTRUCTION. STRUCTURAL DESIGN STATEMENT DW DISH WASHER REINF REINFORCE, REINFORCED EA EACH R REQUIRED / CONCRETE NOTES I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN E.E. EACH END - 'RM 1. NATURAL VENTILATION: DESIGNED TO COMPLY WITH THE APPLICABLE EJ EXPANSION JOINT ROOM STRUCTURAL PORTIONS OF THE BUILDING CODES. ELEC. ELECTRICAL R.O. ROUGH OPENING I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI S.C. SOLID CORE REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL. IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED 1-1/4" MAXIMUM SIZE. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEV. ELEVATION SCHED SCHEdULE CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES EMER EMERGENCY S.G.D. SLIDING GLASS DOOR 2. SAFETY GLAZING GRADE FOUNDATIONS. SPECIFIED BY THE CODES LISTED BELOW: ENCL ENCLOSURE SF SQUARE FOOT EQ EQUAL SH SINGLE HUNG ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: DESIGN PARAMETERS &ASSUMPTIONS E.S. EACH SIDE ENCLOSURES; TO BE SAFETY GLAZED AS PER 2010 F.B.C. 2406.4 8 R308.4. ALL GLAZING SH SHELF IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" A.F.F. SHALL BE STRUCTURAL PART MINIMUM COVER CODE EDITION: ESP ELECTO STATIC PAINT SHWR SHOWER SAFETY GLAZED AS PER 2010 F.B.C. 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24" OF FOOTINGS (CAST AGAINST SOIL) EW EACH WAY -SPEC SPECIFICATION AND PARALLEL TO A DOOR SHALL BE TEMPERED. STRUCTURAL PART MINIMUM COVER X FLORIDA BUILDING CODE EXT. EXTERIOR SMS SHEET METAL SCREWS ) 3. SOIL INST FOOTINGS (CAST AGAINST 9( ASCE ASCE 7-10 (EXPOSURE CONDITION C EXT'G EXISTING 3. FIRE BLOCKING SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER) 1-1/2" CONSTRUCTION TYPE: VB EXP EXPANSION SO SQUARE SLABS (ABOVE GRADE LEVEL) 3/41k. OCCUPANCY CLASSIFICATION: R-3 SS STAINLESS STEEL PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. BEAMS AND COLUMNS 1-1/2" F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS , BUILDING DESIGNED AS: FDN FOUNDATION STD STANDARD 4. SHUTTERS 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL PARTIALLY ENCLOSED x ENCLOSED OPEN TESTED (WIND TUNNEL) FIN. FL. FINISH FLOOR MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, BUILDING HEIGHT: FLUOR FLUORESCENT STL STEEL STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING x 5 60FT. (ASCE 7-10) FO FLOOR OUTLET SW SWITCH AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING • SYM SYMMETRICAL DOORS AND WINDOWS. REINFORCED CONCRE E STRUCTURES. (A.C.I. 318-08)".' '> 60FT. (MUST USE ASCE 7) F.R. FIRE RATED MEAN ROOF HEIGHT: 25' - 3" FR. DR. FRENCH DOOR TEMP. TEMPERED 5. ROUGH OPENINGS 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). (FOR LOW RISE BUILDING WITH SLOPED ROOFS) FRAM'G FRAMING - T.B. GH BOLT THROUGH ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. RISK FACTOR: II FT FOOT OR FEET T.BM TIE BE VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS: THK THICK PRODUCT SPECIFICATIONS. PROVIDE CORNER BAF S AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT DETERMINED BY BUILDING USE / OCCUPANCY FURR FURRING T & G TONGUE & GROOVE MASONRY #5 X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. REFR TO ASCE 7-10 TABLE 1.5-1) G.T. GIRDER TRUSS 6. EGRESS WINDOWS INTERNAL PRESSURE COEFFICIENT:0.18 . GA. GAUGE TOB TOP OF BEAM (ENCLOSED BUILDING) GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF BASIC WIND VELOCITY PRESSURES: GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" FOUNDATION PLAN NOTES. GL. GLASS 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 APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE B BEEN GND. GROUND TPH TOILET PAPER HOLDER FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, 1. SLAB ON GRADE: APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE LATCH AT 54" A.F.F. MAX.. COMPONENTS AND CLADDING, AS APPLICABLE: GYP GYPSUM TYP. TYPICAL GYP: BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE 7, 'INTERIOR NON -BEARING WALLS 4" THICK 2500 PSI CONCRETE SLAB WITH 6"x6" / WIA X WIA WELDED WIRE MESH WIND SPEED 160 (3-SEC. GUST) BASIC VELOCITY PRESSURE 31.18 PSF UL UNDERWRITERS LABORATORIES LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED T-0" ON CENTER MAX., NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, HB HOSE BIBB 25 GA., 3" STEEL STUDS @ 24" O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON HC HOLLOW CORE VERT VERTICAL DESIGN SOIL BEARING CAPACITY IS 2500 PSF. ACTUAL. BEARING CAPACITY MUST BE CONSTRUCTION PLANS. V.I.F. VERIFY IN FIELD WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE CERTIFIED TO MEET 2, 00 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. HGT. HEIGHT FASTENED TO SLAB -ON -GRADE BELOW WALL. ROOF TRUSS LIVE LOAD. HORZ. HORIZONTAL W.A. WEDGE ANCHORS 8. AND SHOWER SPACES 2. CORNER BARS: TOP CHORD LIVE LOAD. 20 PSF HM HOLLOW METAL W/ WITH .BATHTUB BOTTOM CHORD LIVE LOAD: 0* PSF HIPS. HOOPS WC WATER CLOSET BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER ALL BARS OF FOUNDA ION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). CONCENTRATED LOAD AT ALL HR HOUR WD. WOOD WH WATERHEATER NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT 3. INTERSECTING BLOCK WALLS: BOTTOM CHORD PANEL HVAC HEATING VENTILATION AIR COND. BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" ABOVE THE AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK JOINTS (HVHZ ONLY): 200 LB. ID INSIDE DIMENSION W/O WITHOUT. ROOM FLOOR LEVEL OUT A 5" x 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO *TRUSSES TO BE DESIGNED WITH 10 PSF BOTTOM CHORD LIVE LOAD INSUL INSULATION WP WATERPROOF 9. GARAGE SEPARATION FROM DWELLING UNIT FILL BOTH CELLS. NON -CONCURRENT TO OTHER LIVE LOADS. INT. INTERIOR WPH WALL PHONE TRUSS DEAD LOAD WSCT WAINSCOT GARAGROOF FROMBOARD THE AREA BY F RAM I N G PLANNOTES LAM. LAMINATE 1/2"ATED TO THNITE MEANS F A MINILL MUM APPLIED SIDE.TTIC GARAND GE MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. TOP CHORD DEAD LOAD: 15 PSF WT WEIGHT 10. GARAGE DUCTS BOTTOM CHORD DEAD LOAD: 10 PSF 1. .THE ROOF FRAMING PLAN SHOWS LOCATION &DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT &,ENGINEERING ROOF TRUSS DEAD LOAD DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING SHEETS BY TRUSS MANUFACTURER. THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL & SHALL TO RESIST WIND UPLIFT: 10 PSF TOTAL HAVE NO OPENINGS INTO THE GARAGE. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 FLOOR TRUSS LIVE LOAD BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 11. EXTERIOR OPENINGS TOP CHORD LIVE LOAD: 40 PSF 3. AT ALL POURED .CONG ETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED BEAM STEEL 30" INTO F OURED BEAMS. BOTTOM CHORD LIVE LOAD: 0 PSF FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'4": 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" FLOOR TRUSS DEAD LOAD 12. BACKING FOR CABINETS LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL TOP CHORD DEAD LOAD: 20 PSF PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP 5. STIRRUPS NOT REQUIF ED UNLESS NOTED OTHERWISE. BOTTOM CHORD DEAD LOAD: 5 PSF @ 8'4- A.F.F. & IN BATHROOM VANITY AREAS W/ TOP -@ 30" A.F.F. OR AS REQUIRED FOR CABINET ATTACHMENT. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: OTHERWISE ON PLAN. ROOF TL' _ L/240 13. WOOD FRAME WALLS . 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. ROOF LL U360 . WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. FLOOR TL L/360 . ' B: PROVIDE FILLED CELLS MINIMUM 6" ABOVE B O E & 6 BELOW ALL EXPANSION BOLT 14. SAFEGUARDS LOCATIONS IN C.B.S. WALLS (TYPICAL). FLOOR LL U480 MAXIMUM DEFLECTION: 1.5" WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. SOIL BEARING CAPACITY: 2500 PSF LESS THAN 36" ABOVE THE NEARSIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS FORTH IN 4403.7.3. - 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. PROJECT NUMBER: - HFH - 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B - SITE NAME: 7508 COQUINA AVE PROJECT: 1200 MODEL 7508 COQUINA AVE. FORT PIERCE, FL 34951 JnCC I UCJV RIP 1 full. - GENERAL NOTE,. SHEET NUMBER: - PARCEL I.D.# j PARCEL I.D.# PARCEL I.D.# 1 301=607-0249-000-7 1 30 1-607-0247-000-3 1 30 1-607-0246-000-6 SAYCO EQUITY FUND LP OLA OLAIGBE ADRIAN MOORER II I FANCHON C MOORER 7507 BROOKLINE AVE 7505 BROOKLINE AVE 7601 BROOKLINE AVE i 10' PUBLIC UTILITY AND LOT 27 j LOT 26 LOT 25 DRAINAGE ESM'T FOUND 1/2" IRON ROD WITH CAP I FOUND 1/2" IRON ROD (RLS#2391) 75.00'(P) I (NO I.D.) I ------ -L----- — --------- -- -- -- -- -— —+-- — — —- — — — — — —— - — —— ------------------— i S89027'04"E 75.18'(F) 1 I 1—--------------------- W.P.P. OHE OHE OHE OHE OHE OHE OHE OHE OHE -- O OHE OHE OHE OHE OHE OHE OHE —S OHE — W.P.P. ---- - - — — — — -- — — — — — — 10' PUBLIC UTILITY AND DRAINAGE ESM'T FENCE CORNER \ BLOCK FENCE CORNER 0.2' WEST ONLINE to 79 M LOT 5 i LAKEWOOD PARK UNIT N O . 7 \ PLAT BOOK 1 1 , PAGE 1 3 ONE STORY RESIDENCE o FENCE CORNER Li In 0.5WEST -j r LL.I U ti %L7 zo CV LID �O C.; o L M 2f Zo zo o co 24' 4 7/8"— 24' 4 7/8" o I C/) PARCEL I.D.# PROPOSED 1 301 -607-0225-000-3 ONE STORY EDWARD G PRINKE RESIDENCE Kim A P R I N KF FENCE CORNER 7600 COQUINA AVE 0.8'WEST I ) LOT 4 III III-- - I I PARCEL I.D.# 1 30 1-607-0226-000-0 coST LUCIE COUNTY 750B COQUINA AVE rri urn a m. ir. �.rrr. ONE STORY RESIDENCE PARCEL I.D.# 1 30 1-607-0227-000-7 DONALD SCHMELYUM LYNETTE M SCHMELYUM 7506 COQUINA AVE LOT 6 PLANS PREPARED BY: 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. PROJECT NUMBER: H F H -�1 zo REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG REV ELEC. SERVICE 07/05/17 AG _A B i i I SITE NAME: 7508 COQUINA AVE — fl\VVLV I. 1200 MODEL SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 SHEET DESCRIPTION: SITE PLAN ancc i n�rviocrc: IS 1 3" VTR III PLUMBING NOTES: 2" i 2,% TUB 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014 - PLUMBING. 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. i 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L 2" VTR L COPPER, CPVC, OR PEX. J 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN WC BUILDING. 2. 3" 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE W TUB 3 APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM C WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE 4" DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURIED AIR GAP 2" PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS, PIPING S 3" WITH RUN LENGTHS GREATER THAN 20 FEET. 4" 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 DW ENERGY CONSERVATION. 2" 4" PLUMBING RISER GO SCALE: N.T.S. 4^ 4" TO S.S. NOTES: 1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. 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) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301.` 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 FOR 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, ROOF SHEATHING 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" BEARING 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 W1 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: 1. INTERIOR TOBE 1/2"DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/2"THICK WITH (13 GA., 1-3/8" 26'-4" O O i 314" 101_101, 0 F Ul O$ 0x. r m eo BEDROOM #2 o10,-6"X10'-0" MASTER BEDROOM 12,_6"X11'-4" 0 0 5'-2" LO CLOSET 2-0,X 4'- 10"O 40" X 40" BATHROOM #1 A/C PAD Y 14' - 4" X 13, _ 4„ O V _ O 0 BEDROOM #3 0 10'-6"X10,_0" 5 •- O �� Fj,;�HDOM 36" X 62" LEVEL A C TIIS DR OM 10'- 4"�N31NG CENTERED ON DOOR #2 - 14'-2" C v LONG; 19/64" HEAD; 0.098" DIAMETER, 1-1/4" LONG, ANNULAR -RINGED; 5d oPENwc 4'-2" 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. PANTRY O N FOR SCREWS. O �- DINING ROOM O 3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS 13' - " X 16' - 4" p, 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 SHOWER AREAS. (PER FRC 702.4.1 & FRC O ° KITCHEN 702.4.2) 9' - 10" X 10' - 4 4. WALL AND CEILING FINISHES SHALL HAVE 1". SMOKE -DEVELOPED INDEX OF N NOT GREATER THAN 450. o 5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION DW OF NOT GREATER THAN 200. ry 6: ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL ;' N HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE / / GQFREFR,,]G.CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ,' �ENP§ENNG SQUAREFOOTAGE SQ. FT. LIVING 1201 S.F. GARAGE 209 S.F. COVERED PORCH 135 S.F. TOTAL: 1544 S.F. DOOR & WINDOW SCHEDULE SYM. ITEM OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NO. PRODUCT APPROVAL NUMBER GLASS TYPE 1 2868 INTERIOR DOOR ± 70 O 3068 SEC. DOOR SEE ELEV'S ± 67 THERMA-TRU SMOOTH STAR FL#5891.2 3 5068 SGD SEE ELEV'S ±65 CUSTOM WINDOW SYST. SGD-8920 FL#10272.1 IMPACT 4 SH 22 SEE ELEV S _ ± 70 CUSTOM WINDOW SYST. SH-8100 FL#16177.1 IMPACT O SH 25 (EGRESS) SEE ELEV'S ±70 CUSTOM WINDOW SYST. SH-8100 FL#16177,1 IMPACT 6 SH 35 SEE ELEV'S ± 70 CUSTOM WINDOW SYST SH-8100 FL#16177.1 IMPACT 7 1068 INTERIOR BIFOLD DOOR 8 4068 INTERIOR BIFOLD DOOR 9 2868 POCKET DOOR 10 8' W X T H GARAGE DOOR SEE ELEV'S +50 / -60 - DAB 824 / 811 NOA# 16-0330.02 ROOFING MATERIAL Vult = 160 MPH Vult = 194 MPH, OWENS CORNING SHINGLES NOA# 16-0425.01 LIVIN ROOM TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL 13' - 8" K 14' - 8" 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 O INSULATE 1047, C 1177, C 1178, C 1278, C 1395, C 1396, OR C 1658 AND SHALL BE INTERIOR INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES ELEC. PANEL "N. GARAGE FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. 120/240V 10 200A MLD WALL W/ R-11 8. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 101-101, 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. GARAGE ' � 20,_0„X18,_0„ ENERGY CONSERVATION NOTES: 0 1. RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. COVERED PORCH 2. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO 6'-0"X16'-0" UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO m A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, DBL 2X12 A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE WOOD BEAM (TYP ) PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM 10 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 4'-8" R402.4.4. 11'-4" -� 15' 4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH 26 4" 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: 1 FLOOR PLAN SCALE NTS PLANS PREPARED BY: _s WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING ✓f\MII1111YV 11V I IIiG 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. PROJECT NUMBER: HFH - 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B SITE NAME: 7508 COQUINA AVE - PROJECT: 1200 MODEL - SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 - SHEET DESCRIPTION: -� FLOOR PLAN SHEET NUMBER SHINGLES (TYP.) _412 TOP OF BEAM - TOP OF BEAM - "AFF — — --- — rik 8'- UrpAFF B STUCCO (TYP.) F 0' - 0" FF +28.8 ; -38 1 0'-0"FF 0'-4"FF_ SHINGLES (TYP.) 4 1 STUCCO (TYP.) 10" (TYP.) +29.3 ; -31.8 E +29.4 ; -31.9 - GARAGE FRONT ELEVATION 2 RIGHT ELEVATION SCALE: N.T.S. A-Z.O SCALE: N.T.S. SHINGLE) 1i SHINGLES 4 12 TYP. (TYP.) 412 TOP OF BEAM i 8' - 0" AFF — — — — — — — — 70P OF BEAM - 8'-0"AFF �- STUCCO +27.6 ; -30.0 (TYP.) STUCCO (TYP.) E E +29.4 ; -39.3 +29.4 ; -39.3 0,_0„FF (34 REAR ELEVATION SCALE: N.T.S. A'Z.O .SCALE: N.T.S. UMMMIl" INV I II..0 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 3R W',A271 MOD00004C1297DF' 1 PROJECT NUMBER: HFH - 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B SITE NAME: 7508 COQUINA AVE r rrtVlpc%.l . 1200 MODEL -VIIG MVVRGV V. 7508 COQUINA AVE. FORT PIERCE, FL 349ri1 J 1"7CC 1 VC.JI.Rli 11VIV: - ELEVATIONS SHEET NUMBER: _ _ I STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS. WOOD TRIM CORROSION RESISTANT FLASHING 1X6 P.T. WOOD BUCK WITH SEALANT PER PER WATERPROOFING NOTE #2 WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX. APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME SEE WATERPROOFING NOTE #6 (SEE WATERPROOFING NOTE #5) ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 1 EXTERIOR DOOR BUCK DETAIL _'3 o SCALE: N.T.S. STUCCO CEMENT FINISH — CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) O FILLED CELL AT JAMB BLOCK (TYP.) 1X3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS. WOOD TRIM 2X8 P.T. WOOD BUCK WITH SEALANT PER APPLY PERIMETER SEALANT CAULK WATERPROOFING NOTE #4 AND ANCHORED TO BETWEEN BUCK & WINDOW FRAME MASONRY W/ 1/4"0 (PFH) TAPCONS @ 3" FROM END (SEE WATERPROOFING NOTE #5) AND 6" O.C. (STAGGERED) TAPCON LENGTH TO PROVIDE 1 - 3/4" MASONRY EMBEDMENT. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO 2X BUCKS IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 3 SLIDING GLASS DOOR_ BUCK DETAIL —3.0 SCALE: N.T.S 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 (2) #5 IN FULLY GROUTED CELLS IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE ADJACENT TO GARAGE DOOR APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. OPENING AS SHOWN. CORROSION RESISTANT FLASHING THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE PER WATERPROOFING NOTE #2. ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS CAULK SEAM AT WINDOW INSTALLATION OF THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT (SEE WATERPROOFING NOTE #5). COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. f� CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1). 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. SET SILL IN FULL MORTAR BED. 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 2X6 P.T. (SYP) WOOD JAMB FASTENED W/ 3/8- X3 - 1/2" WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE EQUAL) W/ 2" SQUARE WASHER SPACED @ 16" O.C. MAX. COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2X6 BUCK W/ PER GARAGE DOOR MANUFACTURER'S 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN SPECIFICATIONS (OR AS NOTED BELOW), FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT O.H.G.D. TRACK BRACKETS TO P.T. BUCK DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN _ FLASHING SHALL BE CORROSION RESISTANT, THIGH DOOR: (7) 5/16" X 1 - 5/8" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT INSTALLATION INSTRUCTIONS. ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 2 O.H.G.D. BUCK DETAIL 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER -�• SCALE: N.T.S. RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER, STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE SILL MORTAR OR GROUT FILLED CELL AT JAMB BLOCK (TYP.) 1/2" DRYWALL 3/4" FURRING TO MASONRY WALL CORROSION RESISTANT FLASHING 1X3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS. PER WATERPROOFING NOTE #2 SEE WATERPROOFING NOTE #6 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER. CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2. CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5). CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1). SET SILL IN FULL MORTAR BED. STUCCO OR DECORATIVE CEMENTITIOUS COATING. 8" C.M.U. APPLY PERIMETER SEALANT CAULK — ANCHOR 1X3 P.T. (MIN.) BUCK WITH SEALANT I 4 1/2"3/4" PER WATERPROOFING NOTE #4 AND ANCHORED BETWEEN BUCK &WINDOW FRAME TO MASONRY WITH 1 - 1/2" CASE HARDENED COIL 1 3/8 (SEE WATERPROOFING NOTE #5) NAILS @ 12" O.C. MAX. Y n +4 2 1/2" ANCHOR WINDOW FRAME TO MASONRY IN STRICT NOTE: ACCORDANCE WITH MANUFACTURER'S PRODUCT 7 5/8' --� /31 8" APPROVAL INSTALLATION REQUIREMENTS. WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. 4 WINDOW HEADER AND JAMBS TYP. BUCK DETAIL 5q SCALE: N.T.S. -3.O PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 4ST CONCRETE WINDOW SILL DETAIL SCALE: N.T.S. 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. FrKUJCL, I IVUMtfCK: I HRH REVISIONS: DESCRIPTION DATE BY IREV CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B - SITE NAME: 7508 COQUINA AVE rrcvJ�� 1 1200 MODEL IN I C MIJUMr-00. 7508 COQUINA AVE. FORT PIERCE, FL 34951 JfIGGI UGJV Rl ' I %ill. D ETAILS SHEET NUMBER: A 300 SHINGLES OVER 30# ROOFING FELT ON 19/32" CDX PLYWOOD ROOF SHEATHING NAILED W/ 8d RINGSHANK NAILS PER DETAIL. SHINGLES OVER 30# ROOFING FELT ON 19/32" CDX PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD TRUSSES 26 4" NAILED W/ 8d RINGSHANK NAILS PER DETAIL. @ 24" O.C. (MAX SPACING) 6,-4- _ _I I_ 5,_ " PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) 12 FIRRING 12 `4 ® 4 "SIMPSON" STRAP PER TRUSS R-30 BLOWN INSULATION F1' Fl CONNECTOR SCHEDULE. � METAL FLASHING (DRIP EDGE) METAL FLASHING (DRIP EDGE) { I 2X6 P.T. WD. FASCIA 1/2" DRYWALL (WALLS 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 HEAD @ 6" O.C. OVER 318" METAL RIB VENTED SOFFIT PER SOFFIT 8" X 8" X 16" CONTINUOUS CONC. ( LATH @ 6" O.C. W/ (2 LAYERS OF 15# DETAIL BEAM BLOCK W/ (1) - #5 BAR IN VENTED SOFFIT PER SOFFIT Si iv FELT OVER EACH FRAMING MEMBER) (3,000 PSI) CONC. FILLED CELL DETAIL DOUBLE2X12 WOOD HEADER WITH 1/2" CDX PLYWOOD SPACED GLUED AND NAILEDW/ 16d 8" PRECAST LINTEL W/ (1) - #5 BAR #5 REBAR W/90 DEGREE HOOK NAILS AT 8" O.C. STAGGERED BOTH SIDES IN (3,000 PSI) CONC. FILLED CELL 8" X 8" X 16" CONCRETE BLOCK (MASONRY) SIMPSON AC4 W/ (28) - 16d NAILS EACH POST TO HEADER (USE SIMPSON LCE4 @ SIMPSON LSTA 18 W/,(14) -10d NAILS AT AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE 8' -0" WALL HT CORNER POSTS (1) PER HEADER FOR MORE INFORMATION) CORNER POSTS WITH (24) -16d NAILS) #5 VERT. REBAR IN (3,000 PSI) CONC. F-1 FOIL INSULATION FILLED CELL (SEE FOUNDATION PLAN FOR LOCATIONS) P.T. 4X4 WOOD POST 1/2" DRYWALL ON 1X2 FIRRING @ 16" OR 24" O.C. V 5/8" THICK STUCCO FINISH SIMPSON ABU44 WTIH (12) -16d AND IL 11 (1) - 5/8"0 X 8" ANCHOR BOLT ALL HOLLOW CELLS FILLED L W/ FOAM INSULATION (R-19) #5 REBAR W/ 30"MIN. LAP SPLICE U WOOD OR VINYL BASE (2,500 PSI) CONC. FOUNDATION SEE (2,500 PSI) CONC. FOUNDATION SEE L-4 PLAN FOR SIZES AND SPECIFICATIONS. FLOORING BY CONTRACTOR PLAN FOR SIZES AND SPECIFICATIONS. e o FINISHED GRADE 4" MIN. COVER FINISHED GRADE 4„ MIN. COVER FF /- P ° • 40" X 40" o , • A/C PAD 36" X 62" LEVEL LANDING CENTERED r-- -- ON DOOR J---J-J I L-z I { .� co TYPICAL 4X4 POST DETAIL TYPICAL BLOCKWALL SECTION 4- STEP SCALE: N.T.S. SCALE: N.T.S.L-4 r� � 3 I I I F2 I #5 BAR VERTICAL IN L — — - io FILLED CELL - - - N (TYP.) F� — — — ) 1 STEP PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. I � I STUCCO OVER WIRELATH W/ 11 GA. 2" 4" STEP NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER I 3/8" METAL RIB LATH @ 6" O.C. W/ (2 h LAYERS) OF 15# FELT OVER WOOD N \� S1 I F2 FRAMING MEMBERS (TRUSS TAILS). FP i STUCCO SOFFIT DETAIL W IL 02 FL $H SCALE: N T.S. 8" OMU o 2^ 6'-4^ N WALL (TYP.) INSULATION a TRUSS BOT. CHORD o Fl Fl 4X4 POST PER DETAIL 2X4 TOP PLATE OR 1 -1/2" X 3 - 5/8" L-21 METAL RUNNER 2X6 TOP CAP W/ (2) - 1/4" X 3" LAGS EACH POST t 2X4 WOOD FRAMING @ 16" O.C. OR 1-40" 1X1 OR 2X2 WD PICKETS 1 - 1/2" X 3 - 5/8" METAL STUDS @ 6" O.C. 2X6 BOTTOM CAP W/ (2) - 1/4" X 3" LAGS EACH POST 1/2" DRYWALL BOTH SIDES 2X4 BOTTOM PLATE OR 1-1/2" X 3 - 5/8" METALRUNNER W/ TAPCONS OR CUT ° NAILS @ 2'- W O.C. (10d NAILS FOR WOOD FLOOR v , L- - -- - - - - - - - - - - -- 1 1 RECESS FOR 4 8 11'-4" 15' O.H.D. O 1 FOUNDATION PLAN S-1.O SCALE:. N.T.S. TOP OF SLAB NOTE: LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1.1/2" LOWER THAN THE TOP OF NOTE: PROVIDE DRIP PAN THE THRESHOLD. & DRAIN LINE TO EXTERIOR EXCEPTION: THE EXTERIOR' LANDING OR FLOOR SHALL NOT BE MORE THAN FOR W.H. & A.H.U. 7-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR. TYPICAL INTERIOR NON WHEN EXTERIOR LANDINGS OR FLOORS SERVING THE REQUIRED EGRESS DOOR ARE NOT AT GRADE, THEY SHALL BEARING WALL DETAIL DECO RAIL DETAIL BE PROVIDED WITH ACCESS TO GRADE BY MEANS OF A RAMP IN ACCORDANCE WITH SECTION R311.8 OR A STAIRWAY ..SCALE: N.T.S. SCALE: N.T.S. IN ACCORDANCE WITH R311.7. FOUNDATION SCHEDULE FTG. SYM. FTG. SIZE & REINFORCEMENT F� 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). 4" THK (2,500 PSI) CONCRETE SLAB W/ FIBERMES OR 6"/ 6" S1 10110 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL. 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. ' rKUJCI,.I NUIVICSCK: HFH - 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG - B SI 1 t NAMt: 7508 COQUINA AVE - PROJECT: 1200 MODEL SITE ADDRESS: 7508 COQUINA AVE. FORT PIERCE, FL 34951 Jtltt 1 Ur_bt Klr 1 IUIV: FOUNDATION PLAN TRUSS CONNECTOR SCHEDULE ALL TRUSSES EACH <1000# (1) HETA 20 1810 (9) - 1 Od X 1 - 1/2" AT CBS BEARING ALL TRUSSES EACH <1000# (1) MTS 16 1000 : (14) - 1 Od X 1 - 1/2" AT FRAME BEARING TRUSS COMPANY A-1 TRUSS LAYOUT DATE 04/25/2017 CUT SHEET 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. TRUSS NOTES: (1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. (2) CONTRACTOR TO PROVIDE ENGINEERED TRUSS DRAWINGS PRIOR TO INSTALLING TRUSSES. (3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFORE ORDERING AND INSTALLING TRUSSES. (4) TRUSS TO TRUSS CONNECTIONS PROVIDED BY TRUSS COMPANY. (5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. LINTEL SCHEDULE LINTEL # LENGTH/ TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 1 2'- 10" 34" U-LINTELS 6113 ------------ 4460 ------------ 8F16 0B-1T L-2 T - 6" 42" U-LINTELS 5163 ------- 3547 --- - ----- 8F16 OB-IT L-3 4'- 0" 48" U-LINTELS 3820 -------- 3079 ------ --- 8F16 OBAT L-4 4'-6" 54"U-LINTELS 6133 1100 2724 340 8F16 1BAT L-5 5' - 4" 64" U-LINTELS 5365 ----- 2290 --------- 8F16 1BAT L-6 6-10" 70" U-LINTELS 4360 1100 2093 340 8F161B-1T L-7 6'- 6" 78" U-LINTELS 3480 _2661 1100_ 1880 340 81716 1BAT L-8 T - 6" 90" U-LINTELS 1100 1634 340 BF16 1BAT L-9 9'-4" 112"U-LINTELS 1843 1533 8914 4292 6036 1203 5681 ---- 1133 --------- BF161B-1T L-10 10'- 6" 126" U-LINTELS -------- 914 -------- 8F16 1BAT L-11 T - 6" 42" RECESSED ------- 5591 --------- 8F24 1B-1T L-12 4'-6" 54"RECESSED -------- 8672 -------- 8F241B-1T L-13 5' -10" 70" RECESSED -- -- 3295 --------- 8F24 1B-1T L-14 6'-6" 78"RECESSED ----- 835 ------ 8F81B-1T L-15 T-6" 90"RECESSED — 2571 ------- 8F16 1BAT L-16 9'-4" 112"RECESSED 752 1306 1254 — 591 ------- 8F161BAT L-17 11'-4" 136"U-LINTELS --------- 795 -------- 8F161BAT L-18 12'-0" 144"U-LINTELS --- 697 -------- 8F16 1BAT L-19 IT-4" 160"U-LINTELS 1075 --- 545 --------- 8F161BAT L-20 14' - 0" 168" U-LINTELS 1002 — - — 486 ------ 8F20 1 B-1T - L-21 9'-4" 112"PRESTRESSED 2564 1733 -1326 1037 590 550 490 200 1471 100 BF2016-1T L-22 15' - 4" 184" PRESTRESSED --- 626 --------- 8F20 1BAT L-23 17'-4" 208"PRESTRESSED 52 ------- 8F201B-1T L-24 19'-4" 232"PRESTRESSED ---- 44 ------- 8F16 1BAT L-25 21'-4" 256"PRESTRESSED -- 303 ---- 8F16 1BAT L-26 22' - 0" 264" PRESTRESSED 29 8F16 1BAT L-27 24' - 0" ' 288" PRESTRESSED --- 267 8F16 1 B-1T L-28 15' - 4" 184" PRESTRESSED 1250 950 750 --- 485 8F16 1BAT L-29 17'- 4" 208" PRESTRESSED - -- 404 8F16 1BAT L-30 19' - 4" 232" PRESTRESSED -- 34 8F16 1 B-1T L-31 14' - 8" 176" PRESTRESSED 1370 519 81716 1BAT I ro bJno _ _ � L : NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN. PROVIDE "CAST-CRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS. TYPE ESIG AITION The craw MBNU beam Banger provides a agi-e mars t9C e(AUI an: 7,T.� fog connecting Dreams to inavai very or consist viaila Anonar£tded,. I.-:w--j.. one-piece m,e : h H is ig r lid awn n H t snnab fa th a sea ea oil tens sasses l$' F � F1LLIED 1IMTH GROUT :f U a* U H"L ED. III engineered t asR flitalE:3ared 5VOgd as'nele8 Slvsses.Instellallao Sapp: Setlhecause Hie Tmin Hbn'heali-duty screw airmor and +'I _- _... QUANTITY OF PIS FIELD A ED REHAB. AT - Stron -Drive" $CS Heai^'-Dn Curnecter screws are ln¢audeA 9 d Y .. - - HCDTTGkR1 ETA ItiTEL OAYiTf rn _ with m- hanger. Slate „ e Tlted in the rear tspot is 8d afterup ro 10 S Wallis dsili,lnuttmpllla enciw¢+d the rightsVpt. is sas:ar fivan GRAVITY LOAD with tesds bets - MATERIAL:: 10 gaage :. N `. .:ii. .. ::.. A ,;. MATERIAL: FINISH: 6aOva ervid fd II II II II II II II � IHSTA€LATiQH:"llap all auecitied Sasfcr�ar'(incia6a;�p. • iniva harneirthe a Canereto er reorea; Ohio with uahr tsr H Porn: os Note get fqfiovtriw I.. ,. grid i:cln_ uw drill Care m sal .. , n4 dramotxr tv +,, a t�Al 1R : QUANTITY OF #5 FIELD _: _ ..: _ _ 3gae s{ieclfisd i¢en HtS archer A ;,, _ . ADDED REHAR AT TOP OF , . ;, -.<.• r .. .. =, NO AL i€1JGHT—` CO SITE iFOR y CashHt; length ede. ales.'for a 3`tse serseri - UPLIFT LOAD l stancnm} Caution: �+rrrs zed notes ,n the [rase matersd wit@ MIRRU MBHU Ins l anon - .Typical fodvice or efierdeate the mesE.anrai srteduc" of ' 1be threads unth the gets Mateed and mlf reduce .. r #t LD A R AT 26'-4" tar leader's load carat. fP ifJPOIL -SITE~•`Han H0 L--. hal r�a^:menda: tarexpoud ...:;.. + ; :.; :.: _. € U -LINTEL [1) RE4D *�pt _frtt4i'N'.• ---^ry#i Provide notes rm darner bstvrpeu beam " . " e... _.:..:.., _ ...,'. .,}. ... :.:...:......... l a2z4 Strang•Orlre 3O5 I r- .:. r . — 1-1 r CL and tuali per iunstlinMaaral reanlrl:mefrb. :.CORE& Sere PatoIRfor Case Reference Key :Cram, HEAVY-DUTY CONNECTOR Screw Then HffeWfIT'SnrewAndhta: ;I- ;,....r a : FV1 ID PLAL L.31@U..: Ait idalix i. ¢WaeFr Loads fap¢nEPa EodAfleabl.9WpMc A®nE�ar ROOF FRAMING PLAN 'ads' � ' It � 6 aftme SCALE:.N.T.S. adnenrote ion eat.; iGROUT Onggi Dominated Adift tweadwitt Vill 6ownmaa tlF t•C : � .. r. I x i li . " ' ' : ':' • ' ° Tdan9R' sOS St$b3' its' 17ep1 S3Re1 : ae®i 1T�ir far r 6 fin<74 2d 2ae zrt5 a ffn 221 FIELD K AT LttiHtF3.5$ to V. 3r`r 2, WX5+ l'd Wx2°h;'. +� B01Tf 1+0I- UAJNEEL CAVflY '.. tiA *:,'.a ;ih7. I "1 27f5 ' 2asts' ;Eats Oa t ` 2zta 'tea$-,, Ez4 : ,— EDITTUM I&INFMCIi Lsa tM s • x ta: s:2 : = 7-St ACTUAL _ ` . PROVIDED 1N 1I_LINFEL ., 14 Q,g , :t t'75 dE6t9 8&Y,a '- 6viR.:, Asa. , adrr7 : C'KTUMLWDIH (SEE 11F1NF I&i - _WviFINLLTfj. t:.. talittimids have bursa Immaim garvint ureamehos ke toada<B iw;.r ne lurr?tn= inaeaat ighi'and: fth1t&WhflM Line, lea" garai 2,)AMimr.zn GblU cO:ttorBasrve sVpalg9e I'm ShaF![ctSQdp.i ub aarK:tis tamrptsn9 ztRwdlYo@'e sash pa2a:no ps#, 2. 5?rpsEarai eareq;;s;n1u€n6ex[$C;; shaA tlai'e af9€n'nlem spxvtm pmunp ixl @.5.. d.scsvaNe At FIAMF10Cnad IrVitas aluaim Srinminsl „runfstl r.Llil waist, lhmm,maim one lICLtbtia 4telI8r LL6afeC1 Vie tv(£.0.7CSe. I" prosomo trial lit Mtzahrd tads thal7nx Then Ho suave am I o exposed to the ntiarget'. 1. J21 9ss' IrdenIJ mv,6nethieshs% n b, alternates lase me mild t, nthe.twieel Mheigirs retail virp a salaryPenn, cr 3. g �:I �'rt5'7YtlY9 Hi^dnGrl":55RIf � Heart-gmY Conne:roraaexs Q Z1 Z2 Z2 1(�) 3 r C� I- - "A" „A„ ROOF SHEATHING NAILING ZONE (N.T.S.) ZONE ITEM 1 NAILS AT 6" O.C. PERIMETER AND 6" D.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 CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH "Ad RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. 6 Nail Pattern Esquema con 6 ctavos Sure roil fastening area width Anchen del iraa pars elavieda SurafPattS 12"— 0 Nails 5%" Exposure C/avos. s%"Expatiate 6x asdcvbu de 5/s S ut .: Ex osiaion da J P P 4 P 5 Pu7g, ROOFING ASSEMBLY NOTES: 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" D (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 AMANNER 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 1 ACCORDANCE WITH F C 0 N DAN H B 2 14. ' 1M. _- d. WHOLE HOUSE ENGINEERING 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING UKAVVINU NU I lUt 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 SERIAL # 312IBCA221000000004C12497DIF F PROJECT NUMBER: HFH 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B - SITE NAME: 7508 COQUINA AVE — PROJECT: 1200 MODEL JI 1 C 1AUL/l(w0: ��- 7508 COQUINA AVE. FORT PIERCE, FL 34951 JI IILLI VLJVnIr IIVI\.. ROOF FRAMING PLAN SHEET NUMBER: ,,4,0 , U ty( 4 (3) #2/0 THHN W/ (1) #4 IN 2" CONDUIT FOR O.H. ELECTRICAL SERVICE WP/ GFI 200A METER M 200A 200A 10 3W, 120/240V 10 200A METER M 200A 200A 10 3W, 115/230V MAIN/DISCONNECT O PANEL MAIN/DISCONNECT O PANEL FLUSH MOUNTED NEMA-1 COMBO 'A' COMBO 'A' FAN&T - B COMBO FAMLT _ J9 COMBO i NOTE: ALL WIRE TO NOTE: ALL WIRE TO 3 BE COPPER. BE COPPER. (3) #210 THHN WI (1) #4 (3) #210 THHN W! (1) #4 CONDUIT JN 2" CONDUIT #4 SOLID OR STAND CU. GROUND TO #4 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL,& COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8' - 0" GALVANIZED GROUND ROD 5/8" X 8' - 0" GALVANIZED GROUND ROD FOUNDATION COLD FOUNDATION COLD — STEEL WATER j STEEL WATER \ \ PIPE PIPE FANLT (3) #2/0 THHN W/ (1) #4 COMBO I I- 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE IN 2" CONDUIT FROM �3� ELECTRICAL RISER DIAGRAM U.G. SERVICE U.G. ELECTRICAL GFI fo- 1. SCA E: N.T.S. 1.O SCA E: N.T.S. \ SERVICE .. -•. � FANILT COMBO GFI 17cul EWH 220V ISC. SW I PC \ 1 cF ATTIC — . ACCESS - DRYER ° IN ATTIC w FAWLT m COMBO ZZ GFI @ \. _ WASHER 17 GFI / V LOAD CALCULATIONS 7508 COQUINA AVE FORT PIERCE, EI_ 3495`1 B.C. 1,204 SO FT 3,612 WATTS GFI O REFRIG. FAN4 T (2) SMALL APP CIR. 3,000 WATTS GFI GFI O I CGMBO DRYER 5,000 WATTS GFI e/ RANGE (ELECTRIC) 12,000 WATTS ELEC.METER-LOCATION DETERMINED BY HABITAT / LAUNDRY 1,500 WATTS E01240V10200 /69 120/240V 10 200A MLO �/ � DISHWASHER 1,200 WATTS (1) WATER HEATER (ELECTRIC) 4,500 WATTS GFI \ WP TUB (OPTION) 1,200 WATTS / 4'FLOURESCENT /.. /� REFRIGERATOR 1 200 WATTS i IRR. PUMP (OPTION) 1,,800 WATTS WELL PUMP (OPTION) 2,000 WATTS MISC. 5,000 WATTS 42,012 WATTS SUB TOTAL HOUSE FIRST 10 KW "@ 1 00% 10,000 WATTS REMAINDER @ 40% 12,804 WATTS A/C # 1 @ 100% 12,000 WATTS TOTAL WATTS 34,804 145.0 TOTAL CONNECTED LOAD WPI — / I I !- I I / I I / I I / / I / I I / z 1 ELECTRICAL FLOOR PLAN E- I .� SCALE: N.T.S.. - ELECTRICAL KEY SYMB. DESCRIPTION $ SINGLE POLE SWITCH $ 3 THREE WAY SWITCH O PUSH BUTTON SWITCH 8 DUPLEX RECEPTACLE a 220V OUTLET LIGHT FIXTURE {� WALL MOUNT LIGHT FIXTURE c PULL CHAIN LIGHT a FLouREscervr 4' FLOURESCENT LIGHT FIXTURE EXH FM/LT COMBO EXHUAST FAN/LIGHT COMBO B COM',,B`O CEILING FAN/LIGHT COMBO DISCONNECT SWITCH SMOKE DETECTOR o GFI GROUND FAULT PROTECTION WEATHERPROOF DISHWASHER RANGE BELOW COUNTER WP DW R B.C. D DRYER r UICAYYIIY\7 NV I IVC 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. r PROJECT NUMBER: HFH - 1200 REVISIONS: DESCRIPTION DATE BY RE CONSTRUCTION DRAWINGS 04/26/17 AG A REV ELEC. SERVICE 07/05/17 AG B - SITE NAME: 7508 COQUINA AVE 1 I.VVLV I. 1200 MODEL - VI I L f1✓YI\LV V. 7508 COQUINA AVE. FORT PIERCE, FL 34951 — Af7CC 1 ur—o ur I IVIY: ELECTRICAL PLAN SHEET NUMBER: E - 1 Truss Load Alert Box * NOTE: ALL TRUSS TO WALL ANDf OR TRUSS TO N Truss I.D. d e s LEDGER CONNECTIONS BY BUILDER a = o m s Gravity (> 5,000#) / Uplift I(> -1 00O#) (UNLESS NOTED OTHERWISE E " a o Horizontal (> 350#) * NOTE. ..ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) e a * NOTE: THISW d m =' TRUSS PLACEMENT DIAGRAM IS TO SHOW o - _ _ _ W v 261411 TRUSS I.D. AND TRUSS LOCATION ONLY. o a o d -- THE BUILDING DESIGNER IS REPSONSBLE FOR THE s o e ~ STRUCTURAL STABILITYe > N 6 0 = OF THE ENTIRE STRUCTURE. -- ----__ REFER TO THE INDIVIDUAL TRUSSL o ENGINEERING DRAWINGS e - z a ti co. :�. �. L,ti f��-. 'N--. Imo-.. Imo-. n LO CO e•i - c '� v u U I u v U FOR GRAVITY AND UPLIFT LOADS. s FOR BRACING 8c ERECTION DETAILS REFER M d .iu � ^ o Z. E, „ CJ1 CA TO BCS! 03 AND/OR ENGINEER OF RECORD i I o,CJ 3 CJ3i a o N m = ^gym—>3mo_o I ^ .:, I, .. a__F"- 9P P4 V m = — �•^ of CJ5 , CJ5 REPRESENTS THE LEFT SIDE OF 1 m ff L N EACH TRUSS DRAWING ;� m _ N ^ A05 A CH); ego d E'd 3 N N - s __.. _.._ r q. ._..� - F A02 •.BBO) - - - HBB, --- r. AHU ON ^ o *NOTE. UPLIFT CONNECTIONS .. N NS FOR ALL 0 m C MMON ^ o _ TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 = GROUND N STRAP (BY OTHERS) UNLESS NOTED OTHERWISE s m o 0 9 9 m o (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) = 3 3 m t = e = A01 N N - LOADING ROOF FLOOR "' WIND LOAD AOlf/ i LIVE LOAD 20 ASCE 7-10 o x ,/ N''� N E DEAD LOAD 7 160 MPH EXP G d o N � A01� N o LIVE LOAD 10* CATEGORY II ---� - - I ® o DEAD LOAD 10 — c. ENCLOSED = e a E s _ -E 3 m L O_ a E � 00 - _ _�� e ' y ii aL a o [ TOTAL LOAD 37 FBC -2014 v e ^ m m ^ c A01 22.511 ATTIC - _-- z DURATION FACTOR 1.25 TPI - 2007 N` ACCESS N =.eNc= 1�REV DATE BY REMARKS - �< A01 _ ^ N c N m N ^ _ c .= m 3 c > m r N — i \�_ — __ CV : - � d >. v '.e.. a .Q •3 y m r \ N It is understood that above APPROVED m N conditions have been reviewed Vo o ^ m 9 M o & are acceptable for the _ -e APPROVED AS NOTED N fabrication at trusses, a o e elevations, pitches overhangs, A01;. d o� mho T �` fascias ceiling ❑ REVISE AND _ elevations/pitches, bearingd m E N N --- I REJECTED _ -v m = � m conditions & all detail pertaining d m E a A01;; to this truss placement plan. No e �m o back charges will be accepted d N without previous written DATE e o_ e o ^ _ Ao1: approval from an A-1 Roof N a ~ a o Trusses representative. REVIEWED BY N m r o dga _ O a o m o c PLAN DATE ARCH: STRUCT: -- N e II- // �N^d �~ 3 16 _ _ A02; / _ m c y a e^ L e N CUSTOMER HABITAT FOR HUMANITY _ N o _ A03 v.. o✓. 0 10B NAME 7508 CO UINA o o ,s 1 Q N A06 / a `V f} LOCATION 7508COQU/N4Al/E,. LAKEWOOD PARK, FL34951 = = 3 E m = r -, *x -- TYPICAL END DETAIL _ _a A07 `- = m o> a e o z m c e s COMMNTY se memo CJ5 CJ5 b / LOT # o ` �^ O� OI Y O o 3 N _. BLDG BLDG m m e m ^ C7 �3 Tl'�PE # = o _ 1. 106 # 4 4 e- e CJ 6$ 4 MASTER • ' _ J _ e N - : E � , . �-. .-. �-.-1' ...G iC. I.+�. V 4U U IN-. i1 1.�a; ram-. ice. trl�-, ',iV. ?f"'j .r� E c v, •..: z..E m r. - -- ...............L....._.-_ DRAWN SCALE N N - DATE 04/25/2017 a ¢ e ,M N AG N.T,5. 111411 15101, m 3 9 - _ N a 5�� 26 4 qL�' ��F'j��i � ,w0AREA �' a a ~ � 1.�'1L1. N m: mm �-.h FLOOR 0 Q d _ fti _ ^ +AO iA 00 A 1 R11OF ^ m tl, • ^+ ROOF 181 =s ♦.W.< m FASCIA 1� _ TRUSSES m ^ +- HIP LINE 8� ... A FLORIDA CORPORATION s `- � VALLEY LINE 0 V , SHEETINGAREAEN VALLEY TRUES s AND Ph 772 409 1010 ! Fax 772 409 1015 n a 9m VVA5TEMATERIAL NDT INCLUDED DLOR TO VERILY CLCULAIONSSE,�YtTT hµp✓/www.altruss.ion ^N _ — e