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Home My WebLink About5429 10 Str _14 j f i ii PREPARED COS Al A D OVAT ONS 5429 10th STREET, ZEPHYRHLLS, FL 33542 ABBREVIATIONS ABV. ABOVE JTS. JOINTS ACC. ACCESSORIES LAV. LAVATORY ADJ. ADJACENT LSL LAMINATED STRAND LUMBER A.F.F. ABOVE FINISHED FLOOR LVL LAMINATED VENEER LUMBER AIA AMERICAN INSTITUTE OF ARCHITECTS LYR LAYER A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MATL. MATERIAL ALUM. ALUMINUM MANUF. MANUFACTURER AMT. AMOUNT MECH. MECHANICAL ASTM AMERICAN SOCIETY FOR TESTING MATERIALS MEP MECHANICAL — ELECTRICAL — PLUMBING ATC ACOUSTIC TILE CEILING MOD. MODIFICATION BD BOARD MSNY MASONRY BLK BLOCK MTL. METAL B.O. BOTTOM OF N/A NOT APPLICABLE B.T.U.H. BRITISH THERMAL UNITS ( PER HOUR) NEMA NATIONAL ELECTRICAL MANUF. ASSOC BTWN. BETWEEN NJDEP N. J. DEPTARTMENT OF ENVIROMENTAL PROTECTION DEG. DEGREE NO. NUMBER CF CUBIC FEET O.C. ON CENTER CL. CLOSET OCC OCCUPANCY CLG. CEILING OH.DR. OVERHEAD DOOR CLRM. CLASSROOM PART. PARTITION COL. COLUMN PERF. PERFORATED CONC. CONCRETE PL PLATE CONT. CONTINUOUS PLMB PLUMBING CONT'D CONTINUED PLYWD PLYWOOD CMU CONCRETE MASONRY UNIT POLY POLYETHYLENE DBL DOUBLE PPM PARTS PER MILLION DEC. DECORATIVE PSI POUNDS PER SQUARE INCH DIA. DIAMETER PSL PARALLEL STRAND LUMBER do. DITTO P.T. PRESSURE PRESERVATIVE TREATED LUMBER DTL DETAIL PVC POLY VINYL CHLORIDE DWG DRAWING R RISER DWL DOWEL r RADIUS EA. EACH REINF. REINFORCEMENT ELEV. ELEVATION REQ'D REQUIRED ENG. ENGINEER RFG. ROOFING EXT. EXTERIOR RM ROOM EX. EXHAUST S.C. SOLID CORE FEMA FEDERAL EMERGECNY MANAGEMENT AGENCY S.F. SQUARE FEET F.C. FIRE CORE SHT. RK. SHEET ROCK FIN. FINISHED SPEC'D SPECIFIED FLR or FL FLOOR SQ. FT. SQUARE FEET FT FEET STD. STANDARD FTG. FOOTING STOR. STORAGE GA. GAUGE STL. STEEL G.C. GENERAL CONTRACTOR T&G TONGUE AND GROOVE GL. GLASS TJI i-LEVEL WOOD I -BEAM GPI GEORGA PACIFIC WOOD I -BEAMS T.O. TOP OF GWB GYPSUM WALLBOARD TYP. TYPICAL GYP. GYPSUM USG UNITED STATES GYPSUM HC HOLLOW CORE VCT VINYL COMPOSITION TILE HDR HEADER VERT. VERTICAL HDWE HARDWARE VIF VERIFY IN FIELD H.M. HOLLOW METAL VWC VINYL WALL COVERING HORZ. HORIZONTAL VB VAPOR BARRIER HT. HEIGHT W/ WITH HVAC HEATING — VENTILATING — AIR CONDITIONING WC WATER CLOSET IN. INCH WD WOOD INSUL. INSULATION WEEP WEEP HOLE JAN. JANITOR ROOM W.W.M. WELDED WIRE MESH SCOPE OF WORK: 1-SECOND FLOOR INTERIOR RENOVATION SYMBOLS LEGEND EXISTING PARTITION TO REMAIN NEW G.W.B PARTITION. EXISTING PARTITION TO BE REMOVED EXISTING DOOR TO BE REMOVED EXISTING DOOR TO REMAIN NEW DOOR -REFER TO DOOR SCHEDULE OR FLR PLANS DRAWING SYMBOLS ELEVATION LEVEL ELEVATION LETTER A WALL SECTION A-1 SHEET NUMBER LEVATION LETTER A ELEVATION A-1 SHEET NUMBER DETAIL NUMBER 1 A-1 DETAIL :SHEET NUMBER ELEVATION NUMBER 1 DETAIL SECTION A-1 SHEET NUMBER ooi ROOM NUMBER oo� DOOR NUMBER OWINDOW NUMBER PARTITION TYPE O INTERIOR ELEVATION DRAWING LIST ARCHITECTURAL Al COVER SHEET A2 AS—BUILT/PROPOSED FLOOR PLANS A3 ELECTRICAL PLAN AND DETAILS MATERIALS KEY IIMt' ate` m U5o zw O= 0� Z Z W0 021 ❑0 wp Q0 (no jr U > z OQ w U) z 0 o11 wz UW w J W Q _af O J lL Qw = J �Z Z� w° Uw Om 0 W z W Q H W z Of Ow En> z J OFn Q z n w �O 0 H Z W Z O U r0 U� ;} �w W = wQ} J a' N0 U)z w aW x� ww 00 z J = U) OZzz 2� U� w0 0 w� • • •0 I• � uo� i Iii it �I •0 E Vim■ 1! • • •-� • • • 1 • U) Z O N O O L0 0 W J WOC�.LL It Q W ^< — ui W QU_ DX__ U) Q O >- Z < U) N �- J O d- W ULoN r r O co r 00 U) IN OW Z W N (I)O J =3 CL U) T- Mm� 5. Jc cy) WMM_j J W Q W W�E 0 U� DRAWN ELCO CHECKED DATE AUGUST 8, 2020 SCALE NOTED JOB NO. SHEET A-1 OF 3 LOT# TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER TYPE 1,2 FASTENER SPACING INCHES PANEL SPAN 2 FEET 2 FEET < PANEL SPAN < 4 FEET 4 FEET < PANEL SPAN < 6 FEET 6 FEET PANEL SPAN < 8 FEET 2-1/2" #8 WOOD SCREWS 16 16 10 8 2-1/2" #10 WOOD SCREWS 16 16 12 9 Y4" LAG SCREW 16 16 16 16 FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm 1) THIS TABLE IS BASED ON A MAXIMUM WIND SPED OF 130 mph(58m/s) AND MEAN ROOF HEIGHT OF 33 FEET (10 m) OR LESS. 2) FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 3) WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED USING VIBRATION -RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 1,500 LB (6,675 kN). NOTE: ALL ANCHORS TO HAVE 2" MIN. EMBEDMENT LENGTH. NOTE: ALL WINDOWS SHALL BE PROVEN TO RESIST 145 MPH WINDS & PROJECTILE IMPACT, OR PROVIDE 1/2" PLYWOOD PANELS AND FASTENERS. 1) CODES: 1.1 2017, 6th EDITION OF THE FLORIDA BUILDING CODE, AND WIND LOAD REQUIREMENTS PER SECTION 1609. 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.4 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (RISC 9TH EDITION). 1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" PER ANSI/ TPI 1-2014. 2) DESIGN CRITERIA: 2.1 BUILDING FLOORS - 40 PSF LIVE LOAD. 2.2 BALCONIES - N/A 2.3 WALKWAYS - N/A 2.4 ROOF OVER AREAS - 20 PSF LIVE LOAD, 15 PSF DEAD LOAD ROOFS; 25 PSF (15 PSF T/C & 10 PSF B/C) DEAD LOAD FOR CONCRETE TILE ROOFS. 2.5 WIND - 150 MPH, PER FBC-2017 UNLESS NOTED OTHERWISE. 2.6 NET UPLIFT DEAD LOADS 10 PSF SHINGLE; 15 PSF TILE. 3) SOIL: 3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF. (ASSUMED) 4) CONCRETE: 4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI (NORMAL WEIGHT). 4.2 REINFORCING BARS: ASTM A615 (GRADE 60). 4.3 WELDED WIRE FABRIC (WWF): ASTM A185. 4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3" BOTTOM AND SIDES. 4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED WITH 6X6 - W1.4 X W1.4 WWF AT MID -DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF AT CONTRACTOR'S OPTION. 4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15". 5) MASONRY: 5.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 5.2 MINIMUM MASONRY UNIT STRENGTH: fm 1350 PSI. 5.3 MORTAR SHALL BE TYPE S. 5.4 ALL BLOCK CELLS AND CAVITIES BELOW GRADE SHALL BE FILLED WITH CONCRETE WHEN STEM WALL IS GREATER THAN 24" TALL ABOVE GRADE. 5.5 FILL CELLS W/ (1) #5 BAR SHALL BE LOCATED @ 10'- 0" O/C MAX, AT EACH CORNER AND EACH SIDE OF OPENINGS GREATER THAN OR EQUAL TO 6-0". 6) WOOD: 6.1 DIMENSIONED LUMBER SHALL BE DRESSED 848, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURE'S ASSOCIATION 6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WRAP 6.3 ALL STRUCTURALS BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE SYP. NO #1 GRADE (UNLESS NOTED OTHERWISE) WITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: i. Fv=90 PSI li. Fc=975 PSI lii. E=1,600,000 PSI iv. 19% MAXIMUM MOISTURE CONTENT v. FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER vi. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 6.4 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6.5 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7116" OSB MINIMUM SHINGLES OR TILE 6.6 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. M Lo N i r '^ Lo CM N 9 AS-BUILT/DEMO PLAN SCALE: 1/4" = 1' - 0" EXISTING EXISTING NOTE: REPLACE EXISTING VINYL W.I.C._ WINDOWS WHERE NEEDED WITH I "WOOD LOOK" VINYL TO MATCH. N (FIELD COORDINATE) S�_U��--------- -� C? W ASTER BEDROOM _ ,_o„ SHR d' 10'-8" 2 - ,--� z - c� I DN < co �� y� co N - W I m r2-_0,l W w \=J _b F- ~ QF`� I i i EXISTING NEW FLOOR PLAN ALE: 1 4" = ' - 0, DEMOLITION KEY NOTES 1- REPAIR EXISTING WOOD WINDOWS. WHERE REPAIRS NOT POSSIBLE, REPLACE WITH 2-OVER-2 HIS WOOD WINDOWS TO MATCH 2- REM E A REPLACE ISTING D O 3- REMOVE EXISTING WINDOWS, FRAME AND PORTION OF STUD WALL AS SHOWN 4- REMOVE THIS PART OF EXISTING WALL 5- REMOVE EXISTING DOORS 6- REMOVE EXISTING PLUMBING FIXTURES 7- CUT NEW DOOR OPENING FOR MASTER BATHROOM 8- CUT NEW OPENING FOR MASTER BATHROOM TO ACCOMMODATE 23SH WINDOW GENERAL DEMOLITION NOTES A. THE INTENT OF THE DEMOLITION PLANS IS TO SHOW THE GENERAL NATURE OF THE DEMOLITION SCOPE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VISITING THE JOB SITE AND VERIFYING THE EXISTING CONDITION. THE GENERAL CONTRACTOR SHOULD NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. B. DASHED LINES ON DEMO PLANS REPRESENT WALLS, DOORS, ETC... TO BE REMOVED. PATCH AND REPAIR EXISTING ADJOINING AREAS TO REMAIN. C. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL-INCLUSIVE. IT IS CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE DESIGN INDICATED BY THE CONTRACT DOCUMENTS. D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS AND NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DEVIATION FROM CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS OR ITEMS NOT COVERED. E. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH AND MATCH SURFACES DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL PATCHING TO MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES, AND OTHER CHARACTERISTICS. F. COORDINATE AND VERIFY WITH THE OWNER ALL ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. G. COORDINATE WITH THE OWNER FOR THE RELOCATION AND REMOVAL OF ALL UTILITIES WHERE ADDITION IS PROPOSED. H. PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL COORDINATE BRACING AND MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE BUILDING AND ITS SYSTEMS AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPORT OF ADJACENT STRUCTURES DURING DEMOLITION AND NEW CONSTRUCTION WORK. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERTIFIES THAT THESE DOCUMENTS COMPLY WITH ALL APPLICABALE SECTIONS OF THE FLORIDA BUILDING CODE 2017, 6TH EDITION. PLANS SHALL REFERENCE COMPLIANCE WITH THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL SECTION R301, DESIGN CRITERIA & ASCE 7-10. -ATE m 0 w x z 0 co z z 00 w O ujU 0z �Z N0 wZ w o❑ w J U:� Wp Wm cn W zw m �O z 2LL o' w co 00 z Z 0 coz w0 0 w r z Q z 0 w az 0r 0 oZ w O z Z Z0 o UO J w 0 W� w mZ of Fd 2z w �z Zo wa 2Q 0Z dU WIr w a F w wk U� oW 0w w cr W �w Z= =z 2Z a�} 0 0, a'L wD =o �M o� a �a (4 0 it a= Of- } g0 ZF 00 �z U aQ W 2m OP w W_ hF- wI rd J Ix Wo U)z w a� Ew (7 0 zr J zix 0z 0a FJ5m wcr 00 ON W0 i • 1III' •„ I ■,�''1 •• .�_-i� LLJ 1=I 0 •0 / I 1='7 CN • • i • LL co • U) z O 0 0 (Lo C] W J W/ O� E.._. L.L � w u) W QUJ Jam VJ r� J O04 j-W U u-) N T- t' r 1 O L 011-1% T- 00 OW W CV z CL)O u) � C� > M CO Jc C'7 W �-j J� W ui o E F- DRAWN ELCO CHECKED DATE AUGUST 8, 2020 SCALE NOTED JOB NO. SHEET A-2 OF 3 1 LOT# NAIL WALL SHEATHING WITH 8 NAILS @ 3" O.C. ALONG TOP & BOTTOM EDGES AND HORIZONTAL JOINTS. 6" O.C. ALONG VERTICAL JOINTS & EDGES. AND 12" ALONG INTERMEDIATE STUDS. EXISTING CRIPPLE ST EXISTING HEADER NEW 20 STUD 0 16" O.C. W/2-10d TOE —NAILS EA. SIDE W/R-13 BATT INSULATION EXTERIOR FINISH TO -- MATCH EXISTING (FIELD COORDINATE) 1/2" GYP, WALL BOARD EXISTING SILL PLATE-/ EXISTING 2X4 CRIPPLE STUDS INFILL OPENING DETAIL N.T.S. NG ROOF EXISTING 1 /2" CEILING BOAR.: EXISTING FLASHING WINDOW FRAME WINDOW TO MATCH EXISTING(TYP,) REFER TO PLAN FOR SIZE c� z F= w WINDOW FRAME F1ASHIN 1/2' WALL BOARD EXISTING--,,,", BASE BOARD EXISTING FLOOR JOISTS EXTERIOR WALL SECTION N.T.S.. 1 CRIF 10d 10d 10d WALL 8c WINDOW FRAMING D ETAI L N.T.S, ELECTRICAL PLAN 14 = - 2X4 TOP PLATE—,— IHI /2 TIGYP. BOARD 2"x4" WOOD STUDS @ 16" ON CENTER 1/2' DRYWALL BOTH SIDES. FINISH AS PER OWNER PROVIDE DURA ROCK GYP. AT ALL WET LOCATIONS & 2" X6 P.T. AT PLUMBING WALL FILL WITH R-19 BATT INSULATION AL::' 1/2" DRYWALL (TYP.) SOUND BATT II II 2X4 STUDS 0 16" O.C. P.T. PLATE I CUT NAILS FINISH FLOOR INT. NON —LOAD BEARING WALL N.T.S. ELECTRICAL & UTILITY LEGEND $ LIGHT SWITCH $O DIMMER SWITCH S 110V DUPLEX OUTLET *�F ARC FAULT RECEPTACLE - TO BE "COMBINATION" TYPE *5Ff GROUND FAULT INTERCEPT DUPLEX RECEPTACLE OUTLET VVVP/GFI WATER PROOF G.F.I. DUPLEX RECEPTACLE OUTLET 220 V. OUTLET INCANDESCENT CEILING MOUNTED LIGHT FIXTURE Irti} INCANDESCENT WALL MOUNT LIGHT FIXTURE INCANDESCENT ROUND RECESSED LIGHT FIXTURE Fa HANGING PENDENT LIGHT FIXTURE MINI INCANDESCENT RECESSED EYEBALL LIGHT 0v J N LONG FLUORESCENT TUBES FIXTURES �J W1 PLASTIC LENS COVER JUNCTION BOX @ CEILING FOR CEILING FAN W/LIGHT ( IN WALL, OR TRIED STAIRWAY LIGHTS i UNDER KITCHEN CABINET LIGHTS EXHAUST FAN •AF SMOKE DETECTOR. -CEILING MOUNTED (ARC FAULT) ALL DETECTORS TO BE WIRED TOGETHER FOR SIMULTANEOUS ALARM W/ BATTERY BACKUP. DAF CARBON MONOXIDE SENSOR (ARC FAULT) OA LUMINOUS LIGHTED ADDRESS JO JUNCTION BOX @ LUMINOUS CUG F-o G.D. GARAGE DOOR OPENER SWITCH �® PUSH BUTTON DOORBELL DOOR CHIMES ❑ TELEVISION JACK 10- TELEPHONE JACK 2-L TELEPHONE & SEPARATE COMPUTER LINE IN ONE JUNCTION BOX. PROVIDE 112" DIAMETER COPPER COLD WATER LINE TO REFRIGERATOR SPACE. --� HOSE BIB + GAS STUB 0 ELECTRICAL PANEL (NEC 230-23) Eg 220V CB BOX FOR A.C. COMPRESSOR @ 36" ABOVE SLAB (NEC 422-26) GAS METER LOCATION (VERIFY) ❑E ELECTRICAL METER LOCATION (VERIFY) Q GUNFROS (OR EQ.) HOT WATER RECIRCULATING PUMP �lJ THERMOSTAT CONTROL I. ALL WORK SHALE BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL GORE ALL APPLIANCE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH TRADES. 5. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALL5. 4. RECEPTACLES SHALL BE MOUNTED 12" A.F.F. UNLE55 OTHERWISE NOTED. 5. INSTALL ELECTRICAL GABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACTURE'S WRITTEN INSTRUCTION, THE APPLIANCE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE 5TD. #10 AND #12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPROVED EQUAL. 1. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. 8. ALL RECEPTACLES IN WET AREAS SHALL BE ON AN GFGI (GROUND FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT. a. ALL RECEPTACLES IN BEDROOMS SHALL BE ON AN AFGI (ARC -FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT. 10.. VERIFY ALL OUTLETS AND 5WITCHE5 WITH OWNER AND/OR G.G. PRIOR TO INSTALLATION. W I N D O W PRODUCT APPROVAL LIST OPERABLE/ NON -OPERABLE WINDOWS PRODUCT CATEGORY SUBCATEGORY MANUFACTURER PRODUCT APPROVAL WINDOWS EXTERIOR WINDOWS SINGLE HUNG SILVER LINE BUILDING PRODUCTS CORP. FL 14911.5 CONNECTORS PRODUCT APPROVAL CATEGORY SUB CATEGORY TYPE MANUFACTURER APPROVAL NUMBER STRUCTURAL COMPONENTS WOOD CONNECTORS SPI/SP2 SIMPSON STRONG -TIE CO. FL 10456.9 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED UNDER THE DIRECT SUPERVISION OF PIERRE M. VALLES, P.E. (FL #66356). PIERRE M. VALLES, HEREBY CERTIFIES THAT THESE DOCUMENTS COMPLY WITH ALL APPLICABALE SECTIONS OF THE FLORIDA BUILDING CODE 2017, 6TH EDITION. PLANS SHALL REFERENCE COMPLIANCE WITH THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL SECTION R301, DESIGN CRITERIA & ASCE 7-10. DATE m 0 W x r z 0 m z Ei o z!= 00 zo w 0 -oz z 02 mz 0:w WM 00 w: z no wul1-1 J Ix ,°03 =a z =w CO rz 2. U. O 0 J co wIw x u� ra 0 z z 4r z Z Wa 0 z w Q z W a. Z 0 -ri W 7 oz w c0� Zz sW U w G1 wO o- ow 0� a w wo wQ mz orU, r0 Q'O w Z QZ Z0 Wz UZ 0O rn g wa � ES z zrw 0 u oy w wa xu rw zx r mz 0Z wa m �o a. &LX a0 W0 xs or o� �a S as as or o> 30 zr 00 �W 00 o as zm r0 mr w w E� �a �a w0 wz aw n � zco J 0w 0z 0Q �of wa 00 0W w ILL �,�� • IILII�, •• I �I •• I� �! 1 � • • 0 z cu z 0 N Q N L.L > lt 0 Q LO U. z O w cy W � LL 0 CL J W/ UJ I..L 1 U T. z�_ U) O ,I- W ULoN v— L 00 W V , Z W N N 0 J 4-0 U m co U L.L w Q 1..` W Wr--_ E Lo DRAWN ELCO CHECKED DATE AUGUST 8, 2020 SCALE NOTED JOB NO. SHEET A-3 OF 3 LOTS