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17-1294ABBREVIATIONS, ARCH - ARCHITECTURAL JT - JONT B - BOTTOV CJ - CONSTRUCTION JOINT BLDG - BUILDING L - ANGLE BV - BEAV L# - LONG WAY DAL - BALANCE Ekin LE - LE�!UV VAX - CH - CHANNEL . pP - CAST IN PLACE VECH - MECHANICAL CJ - CONTROL J014T MTL - METAL i- CE4TERLJ4E MAX. STRUCTURE HEIGHT CL - CLEAR SC - VrALLA4EOUS CMU - CONCRETE MASONRY UNIT (N) - NEW COL - CO`U* NS - NEAR SIDE CONC - C04CRETE NTS - 40T TO SCALE CONT - C**uOUS o t -0 CENTER DBL - DDAE OPNG - OPE44G DTL - DETAIL PL - PLATE DIA B - D141ER PLF - POUNDS PER LINEAR FOOT DIV - DIVENS104 PSF - POUNDS PER SQUARE FOOT DN - D* PSI - Pa* PER SQUARE INCH D' - DRA04G PT - PRESUME TREATED EA - EACH R - RADIUS EF - EACH FACE REINF - REINFORCING EJ - EXPANSION JOINT RE0'D - REQUIRED EL - ELEVATION SCHED - SCHEDULE ELEY - ELEVATOR SECT - SEC104 EO - EQUAL SIM - SOLAR EW - EACH WAY Sa - SQUARE EPC - EPDXY COATED REINF SiD - STANDARD (Ej - EXISTING Slyy — STEEL STRUCT - STRUCTURAL EXP - EXPANSION EE - EACH END T/O - TVP OF FF - FINISH FLOOR T/s - Top OF SLAB FND - FOUNDATION T/ - TOP �� - TE�{PERATURE FS -FAR SDE TJS -TOP 4)F' STEEL FT -FOOT FTG - FOOTING TYp - TYPICAL U;N,V: - UNLESS NOTED OTHEROSE FL - FULL. LENGTH VERT - VERTICAL GA - GAGE - �m QALY - GALVANIZED HORIZ - HORIZ04TA L #LDED j►�RE FABRIC HI - HIGH INFO - INFORMATION INT - INTERIOR FLORIDA BUILDING CODE 2014 TO INCLUDE THE RESIDENTIAL BUILDING CODE 2014 ULTIMATE DESIGN WIND SPEED: 170 MPH NOMINAL DESIGN WIND 5PEED: 132 MPH R15K CATAGORY: 11 IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: B INTERNAL PRE55URE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE MTH THE 2014 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRE55URE5 ROOF LIVE 20 P5F ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE IDENTICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR 4ii UATION ELSEWHERE IN THE WORT{ EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN THE DRAWING AND EXISTING CONDITIONS TO THE DESIGNER PRIOR TO BIDDING AND AGAIN PRIOR TO COMMENCING WORK. ALL BOLTS, NU'T'S, WASHERS, STRAPS, AND FASTENERS INCLUDING NAILS, SHALL BE HOT DIP GALVANIZED. CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES, WAIL SECTIONS, BEAMS, POSTS, AND FOOTINGS WITH THE USE OF STRAPS AND CONNECTORS AS SPECIFIED HEREIN, EXCEPT FOR INTERIOR FRAMING UNLESS NOTED OTHERWISE. IF ALUMINUM IS TO BE USED IN ANY AREAS ALL FASTENERS IN CONTACT SHALL BE ALUMINUM ALSO, OR A BARRIER SHALL BE PROVIDED TO PREVENT GALVANIC ACTON BETWEEN DISSIMILAR METALS, ALL OPENINGS AND OPENING LOCATIONS ARE BASED IN NOMINAL MODULAR SIZES. DIMENSIONS MAY VARY DUE TO FURRING, BLOC -KING, TRUSS ALIGNMENT, LOADING OR OTHER CONDITIONS NECESSARY TO COMPLETE CONSTRUCTION. DIMENSIONS MAY NOT BE IDENTICAL TO THE ACTUAL REQUIREMENT DUE TO THE MANUFACTURE ANDIOR SERIES THAT WAS SELECTED. I PROVIDE CAULKING AND SEALING AT ALL EXTERIOR DOORS AND Vllfi bWS. PROVIDE THRESHOLDS AND WEATHER STRIPPING ATALL EXTERIOR DOORS. ALL OTHER WATERPROOFING. IS BY THE GENERALCONTRACTOR OR THE ARCHITECT IF ONE IS ON THE JOB. i STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH J08 SPECIFICATIONS AND ARCHITECTURAL, MECHAN€CAL, ELECTRICAL, 1 PLUMBING, AND SITE DRAWINGS. CONSULT THE E.DRAWINGS FOR SLAVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN N ON l STRUCTURAL DRAWINGS, I CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFL€CTS BETWEEN FOUNDATIONS AND BURIED UTILITIES. CODE REQUIREMENTS- THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDABUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK, THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL, CONFIGURATION ONLY, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING -AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS SOLE RES MNSIBILITY TO DETERMINE ERECTION PRO(Ji ES.AND SEQUENCE TO ENSUREISA FETY OF THE BUILDING AND ITS C011FONENTS DUf#ii G ERECTION. THIS INCLUDES THE ADDIT€ON OE'OMESSARY SHORING, SHM.*M i:TEMOORARY BRACING, GUYS OR TIE DOWNS- C\ l c M a GU -T 5 WALK is AY ; C 1RB CUT 'ASPHALT DRIVEiAY ALIGN WITH EXISING CURB" CUT EXISTING SITE LAN 1 INCH = 20 FEET CONNECT NEW RESIDENCE SANITARY SEWER TO EXISTING SEWER SERVICE 131161A) CONNECT NEW RESIDENCE SUPPLY WATER PIPING TO EXISTING WATER SERVICE (111 DIA.) CONNECT NEW RESIDENCE ELE�C+yT��RjI�C+AL. �WIR�INGc TO EXISTING ELECTRICAL RIVAL SERVICE (IN 2- DIA. C.) ZOMMOSIUMMARY BUILDING CON sUCTION ": ;__ ❑ TYPE I; TYPE IV �rccpcssau I by REOUIRED PROINDED MINIMIUM LOT AREA 5000 SF 5100 SF ... MINIM.1 LOT FRONTAGE 50 FT Sib FT . MAXIMUM LOT COVERAGE 50% 40% MINIMUM LIVING AREA 1,200 SF 1,222 SF MAX. STRUCTURE HEIGHT 30 FT 18 FT FRONT SETBACK 25 FT 25 FT REAR SETBACK 20 FT ; 48 FT SIDE SETBACK 7.5 FT 17.5 FT ' APPLICABLE CODES: BUILDING CON sUCTION ": ;__ ❑ TYPE I; TYPE IV �rccpcssau I by BUILDING CODE= 2094 FLORIDA BUILDING CODE MECFAIIICAL ,'ODE= p TYPE 11- TYPE V FLORIDA BUILDING CODE, MECHANICAL 2094 PLUMBING CODE= FLORIDA ❑ TYPE I All ,%ork lnvoice or 4hi BUILDING CODE, PLUMBING 2094 ELECTRICAL CODE= N,E :. 2011 LIFEciY oa o rr. EXPOS E CATAGORY: .� SAFETY CODE= 2014 FLORIDA FIRE PREVENTION CODE. 50 ADDITION p A p C ACCESSIBILITY CODE= FLORIDA BUILDING CODE, BUIL€DIN!,, 2014 ENERGY 1 ® D CODE= FLORIDA BUILDING CODE, BUILDING 2014 WI BORNE DEBRIS REGION: NO BASIC WIND SPEED: �j 170 MPH (3 -SECOND GUST)= 432 MPH (FASTEST MILE) 150 MPH GUST)=118 MPH MILE) , o YES ❑ (3 -SECOND (FASTEST p 140 MPH (3 -SECOND GUST)=108 MPH (FASTEST MILE) p IMPACT RESISTANT i�LAZIN rti EI IMPACT RESISTANT COVERIN Z IMPORTANCE FACTOR: 0.77 CATEGORY 1) 1.15 (BUILDING C, �GCIRY'II} COMBINATION OF IMPACT ❑ (BUILDING ❑ RESISTANT GLAZING I COVERING �$[ 4.00 (BUILDING CATEGORY II) [j 1.45 (BUILDING ;GORY IV} ���" INTERNAL PRESSUR OEFFICIENTS: ❑ 0,00 (OPEN) BUILDING OCCUPANCY CLASSIFICATION:' p GROUP A -ASSEMBLY + 0. 18, -0.48 (EN OSED) p GROUP B -BUSINESS [3 GROUP I - IiTITUTIONAL. p + 0.55, -0.55 (PA ALLY ENCLOSE Q GROUP D - DAY CARE CENTER ❑ GROUP M-ERCANTILE NOTES: Q GROUP E -EDUCATIONAL ® GROUP R -� SIDENTIAL ALTERATION - = VEL 2 Q GROUP F - FACTORY INDUSTRIAL ❑ GROUPS ;ORALE ❑ GROUP H -HAZARDOUS Q GROUP U TILITYWROSC, 2040 NFPA CHAPTER 4 MODIFICATION I shall coria. 1h �{ uildinP Cod05 Architect: rn m z _� ra! Ce 00C)uio u In N U- N M LNM 4`I® Ln z �jvts< Uj Lia rn z J zLnr4w < © d Q rn la CL IN MY PROFESSIONAL JUDGEMENTANDto THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES, COPYRIGHT0 2016 James Griffin, Archited ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OF JG . WHMERTHt PROJECT FOR WHICH THEY WERE PREPARED IS EXECUED OR NOT. THEY ARE NOT TO BE USED IN ANY MANIA ON OTHER PROJECTS OR EXTENSIONS TO THIS PROCT EXCEPT BY AGREEMENT" IN WRITING AND WITH 7E APPROPRIATE COMPENSATION TbjG. REPRODUCONS OF SPECIFICATIONS WITHOUT THE WRITTEN COtfNT OF JG IS PROHIBITED. �._._,.. DfkKA/ING TITLE ,AGPOSED LOCATION PLAN, SITE PLAN, ��- GRADING PLAN AND ZONING ANALYSIS ISSUE DATE: PIZCIJ. NO, 081016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffin SHEET NO.: A Ash a a ui i r 0 0 • 00 rti Z C Irf Lo Architect: rn m z _� ra! Ce 00C)uio u In N U- N M LNM 4`I® Ln z �jvts< Uj Lia rn z J zLnr4w < © d Q rn la CL IN MY PROFESSIONAL JUDGEMENTANDto THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES, COPYRIGHT0 2016 James Griffin, Archited ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OF JG . WHMERTHt PROJECT FOR WHICH THEY WERE PREPARED IS EXECUED OR NOT. THEY ARE NOT TO BE USED IN ANY MANIA ON OTHER PROJECTS OR EXTENSIONS TO THIS PROCT EXCEPT BY AGREEMENT" IN WRITING AND WITH 7E APPROPRIATE COMPENSATION TbjG. REPRODUCONS OF SPECIFICATIONS WITHOUT THE WRITTEN COtfNT OF JG IS PROHIBITED. �._._,.. DfkKA/ING TITLE ,AGPOSED LOCATION PLAN, SITE PLAN, ��- GRADING PLAN AND ZONING ANALYSIS ISSUE DATE: PIZCIJ. NO, 081016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffin SHEET NO.: A Ash a a 38'-0" 01 31- 10" 31-0" 7'-0" 31-111 5`-8't 3'- I " 115°-3" 3`- I to 01 10 10 7`-0" to conc. pad b _ ______ ------------------------------------- ---� ____ _____-_ __ _ __------------------------- r� # \ r E \ H. # # , E RE55 3©.G8 } }2' O" I'-E}rc 5'-2" EGRESS r' t ' # 0000, 10 ' \ 2868 41 D Shower \ r # wti n WC BATH fr'r I 70 flag. �, I O'- r/ f REF. 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INTERIOR D0 OR SCH­EEDULE IMIM ' •! FRUMMM-M 101010wim sw ���r������ f� ffi ��� ■fat µ - �. SPEED T s !. , •. ,: # MIMEM IMIM ' •! FRUMMM-M 101010wim FOR S1: 1 MILE PER HOUR =0.447 MIS a = LINEAR INTERPOLATION IS PERMITED b =VASD =NOMINAL DESIGN WIND SPEED c =VULT = ULTIMATE DESIGN WIND SPEED DETERMINED FROM FIGURES 1609A ,16098,1609C. GENERAL NOTE - IT IS THE RESPONSIBILITY OF THE GENERA!. CONTRACTOR TO REVIEW AND CONFIRM THE DESIGN OF THIS STRUCTURE VERIFYING DIMENSIONS AND DETAILS THAT CONTRIBUTE TO OWNER SPECIFICATION, ANY DISCREPANCIES ARE TO BE RELAYED TO DRAFTSMAN AND OR ENGINEERING COMPANY PRIOR TO ANY WORK BEING EXECUTED. FAILURE TO DO SO PLACES THE COMPLETE RESPONSIBILITY ON THE GENERAL CONTRACTOR FOR ANY ISSUES THAT MIGHT ARISE WITH CONSTRUCTION OR WITH COUNTY OR CITY REJECTIONS. i TYPICAL DOOR NOTES -ME EXTER O RS SN 1-314' -ALL INTERIOR DOORS SHALL BE 1-3/8" UNLESS OTHERWISE NOTED OR SELECTED BY OWNER. GLASS NOTE ALL GLASS IN WINDOWS OR DOORS THAT ENCROACH BELOW 60" FROM FINISHED FLOOR MUST COMPLY WITH FSC 2406.3 AND FSC R308.4 TEMPERED GLASS IN HAZARDOUS LOCATIONS FRAMING: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL STRUCTURAL WOOD MEMBERS SHALL HAVE A MIN. EXTREME FIBER STRESS IN BENDING (FB)=1200 PSI 3. UNLESS NOTED OTHERWISE THE FOLLOWING MIN. LUMBER GRADES SHALL BE USED. A= STRUCTURAL. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIOE-42 OR BETTER 8= STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STUD GRADE C= STRUCTURAL JOISTS AND PLANKS SIZE 2" TO 4" THICK X WAND WIDER 42 OR BETTER, 4. PLYWOOD SHEATHING SHALL BE APA STRUCTURAL,1 GROUP,1 SIZE AND SPAN RATED AS SHOWN. NAIL Wl8D NAILS 6"00. ALONG PANEL EDGES AND 12" OC. AT INTERMEDIATE SUPPORTS. 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH APPLICATION. 7. ALL METAL CONN. AND FABRICATIONS SHALL COMPLY WITH AISC SPECS. 8. SOLID BLOCK ALL .JOISTS AND RAFTERS AT POINTS OF SUPPORT. 9. PRE -FABRICATED TRUSSES SHALL COMPLY WITH NFPA FOR WOOD CONSTRUCTION, TPI DESIGN SPECS. FOR METAL PLATE CONNECTED WOOD TRUSSES AND AITC 100, 10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY THE TRUSS MANFG. ENGINEER. 11. CONTRACTOR SHALL CORRELATE WITRUSS MANF. TO ENSURE ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ' ALL GIRDER TRUSSES. 12. TRUSS MANUR SHALL SUBMIT SHOP DRAWINGS TO CONTRACTOR AND DESIGNER FOR REVIEW. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND VERIFICATION. 13, BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI BWT 76 GENERAL NOTES: I JT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE WITH ALL REOUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE DESIGNER BEFORE COMMENCING WORK THE DESIGNERS RESPONSIBILITIES EXTEND ONLY TO CHANGING THE DRAWINGS AND UP TO THE VALUE OF SAID DRAWINGS. 3. THE CONTRACTOR SHALL SUPPLY,LOCATE, AND BUILD INTO THE WORK ALL INSERTS,ANCHORS, ANGLES, PLATES,OPENINGS, SLEEVES,HANGERS, SLAB DEPRESSIONS,AND PITCHES AS MAYBE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN x" x. Y K Project: LLQ LLI w W% I.I. cr_ w z Q Wt �0 i U) O Architect: . ea m m z Q LL. Q LL 1� 00C>Z® IAN�tL N m ua o LA _J In b6f._Q uJ zLnNCe 0 ,-- Q -y, Q m Imo. c.. IN MY PROFESSIONAL JUDGEMENTAND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICA71ONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHTO2016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSA-nON TOJC. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHEWRITTEN CONSENT OF JG IS PROHIBITED. DRAINING TITLE ..PROPOSED FLOOR PLAID, WINDOW AND DOOR SCHEDULES AND DETAILS ISSUE DATE: 11.14.16 PRO1. NO. 100116 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGrlffin SHEET NO.: 2 I T.O. ROOF FRONT ELEVATION SCALE: 1/4" = 1'-0" t2'0 i. n RMF full ...Iii ■I"IiSol 11011 nag r���rrr���� EL.--—4,—„ s , EXTERIOR ELEV. RIGHT ELEVATION_ SCALE: 114" =1'-0" EL,=; 4, 12 Qtr 1*1 EXTERIOR ELEV. rMu WOOD TRU55i:5. (TYP.) 1 0 LEFT ELEVATION, SCALE: 114" = 1'-0" WE BE0011 �. t TIE BEA[ r www.. .�:.. uIULJ EL.-, - 06- 4"`�------------------------- _______________________________________________ EXTERIOR ELEV. L REAR ELEVATION $oit EL.=s - 0'- 40 eswa y� Project: _.... _. u W J w 3 LL1< ® 1I— w Imm in w �- Cr) z < ,,, w Z 0 0 W 0 C0 0 CL 0 Cr 00 L1,. Z im Architect: a In rn z LL - LL ce- Roza f .1u3N�u,. NM < -;50 u #LA -Jz LJJ u r Q Lum —5 ,p LA N to Q IN MY PROFESSIONAL JUDGEMENT AND To THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHT 02016 Jaynes Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS ANDTHE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED 1S EXECUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TOJG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE BATE: 11.14.16 PROD. NO. ii81i�16 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffin SHEET" NO.: e 0 �t 0 EL.--—4,—„ s , EXTERIOR ELEV. RIGHT ELEVATION_ SCALE: 114" =1'-0" EL,=; 4, 12 Qtr 1*1 EXTERIOR ELEV. rMu WOOD TRU55i:5. (TYP.) 1 0 LEFT ELEVATION, SCALE: 114" = 1'-0" WE BE0011 �. t TIE BEA[ r www.. .�:.. uIULJ EL.-, - 06- 4"`�------------------------- _______________________________________________ EXTERIOR ELEV. L REAR ELEVATION $oit EL.=s - 0'- 40 eswa y� Project: _.... _. u W J w 3 LL1< ® 1I— w Imm in w �- Cr) z < ,,, w Z 0 0 W 0 C0 0 CL 0 Cr 00 L1,. Z im Architect: a In rn z LL - LL ce- Roza f .1u3N�u,. NM < -;50 u #LA -Jz LJJ u r Q Lum —5 ,p LA N to Q IN MY PROFESSIONAL JUDGEMENT AND To THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHT 02016 Jaynes Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS ANDTHE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED 1S EXECUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TOJG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE BATE: 11.14.16 PROD. NO. ii81i�16 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffin SHEET" NO.: ■ � 36-04 2:5".DOWEL LAP MIN. im t----- 4" CONT ETE SLAB 3OOD P. .i. REINF. W1 6X6 W.W.M. ONS IL. VAPOR BARRIER PED 6" AND TAPED, ON CLEAN, COMP:, POISONED FILL 95°!o COMPACTED & TERMITE TREATED FILL !a (2) #5 CONT. wi 3" MIN. COVER ON REINF. L491 SLAB -ON -GRADE STEMWALL DOWLS TO BE PLACED V O.C. MAXIMUM MIN 25" OVERLAP REINFORCING AS SPECIFIED #6 INSIDE CORNER BAR OUTSIDE CORNER FOOTE OPTIONS: TO B DETERMINED BY 4° CONC. SLAB OVER MIN. e (3141 OWNER CONTRACTOR CRUSHED ROCK BASE COURSE ON iIFY COMPACMD KOUGH CO. :i + 2 #5 CONTINUOUS f—()� BARS 71 71 —_ _ -------- X WAV `.� :.,w�+,grl.+�,u'nirpurupn � ■■,�.���wV.r�r� ..�..�. !• 6 • : a :.I, r do 14C01 #5 R£1NF, VERT. ., ay t�OuT�D CELL (05) */ 114" W= Ira" Iwu i' CLEA IIT REVD FOR AUT LIFT 25" . LAP i:; > 5 FT I " t ` •I.' r: ,,r.._._ .._ i0" SIAM O ROOlrf __ COW RSI% gyp► tL�., R FOO'1T*G 'M�1 DETA► I .■ FILLED CELL IN A MASONRY WALL NOT TO SCALE LOUND� ATIONS" _... ... ,_ _._ _ ...... _ .. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF ON COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHO'S REPORT, SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS, CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE, PROVIDE TERMITE PROTECTION OVER GRANULAR FILL WELL COMPACTED FILL TO 95% MODIFIED PROCTOR. PROVIDE STEGO 10 -MIL VAPOR RETARDER. ALL FOOTINGS TO EXTEND BELOW GRADE MINIMUM W AT BEARING WALLS. INTERIOR BEARING FOOTINGS 6" INTO CONSTRUCTION FILL UNLESS NOTED OTHERWISE. ALL CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH 6°X6" #10!10 WWM OR FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) WELDED WIRE MESH SHALL CONFORM TO ASTM•A-185, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE WITH THE TYPICAL PLACE DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO (2) INCHES. C CRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOUNDATIONS: fc W 3,000 PSI BEAMS, COLUMNS, ALL OTHER ITEMS UNLESS OTHERWISE SPECIFIED: P o = 000 PSI CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE FOR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER410WING ADMIXTURE CONFORMING TO ASTM C4-94, USED IN STRICT ACCORDANCE WITH THE MANUFACT'URER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES, A HIGH,RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY TIME STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND, SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 314" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED, REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP- 66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT- DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS, "WET -STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND 51r,-:3, TTOP SLABS 1" WALLS 1-112" LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOTSPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN ;',LEAR SPANS BETWEEN SUPPORTS, SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL 0" STRUCTURAL ENGINEER. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING aR HOOK BARS IF DISCONTINUOUS. DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN. MASONRY NOTES: CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD BEARING PONCRETE MASONRY UNIT'S, TYPE 1, GRADE N-1; NORMAL WEIGHT. MORTAR SHALL CONFORM TO ASTM C270 AND BE TYPE M OR S. SLUMP SHALL BE W TO lll. PROVIDE DURO.O-WIRE @ I V O.C. VERTICAL, 9 GAUGE STEEL. PROVIDE A FULL MORTAR BED ADJACENT TO GROUTED CELLS. WHERE INDICATED ON THE DETAILS AND SECTION, PROVIDE GRADE 60 REBAR IN FILLED CELLS, MAXIMUM CELL SPACING SHALL NOT EXCEED 48" ATANY TIME. SPACING SHOWN ON THE PLAN VIEW IS FOR ILLUSTRATION PURPOSES ONLY UNLESS SHOWN AT ADJACENT TO WALL OPENINGS. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM476 All CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND A1.L CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 48" UNLESS WITNESS HOLE OPENINGS ARE PROVIDED AT BOTTOM OF CELLS TO BE FILLED. ALL WALLS SHALL BE 8" CMU PARTIALLY REINFORCED MASONRY WALL WITH RUNNING BOND CONSTRUCTION WITH #5 AT 24 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS, IN OPENINGS EXCEEDING 8'-0" PROVIDE (1) #5 IN EACH OF (2) ADJACENT CELLS.. PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS, PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY, DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING, DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. WOODFRAMING AJt TES: ALL FRAMING LL BE SOUTHERN PINE #2 WITH THE ALLOWABLE F€SERSTRESSES PER THE AWC NATIONAL DESIGN SPECIFICATION. ALL LUMBER IN CONTACT WITH THE CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING NAILS SHALL BE COMMON NAILSANDSHALL BE OF THE SIZE AND NUMBER INDICATED ON THE MWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSItASME STANDARD 818.1. ALL BOLTS AND LAD SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASI4£RS. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC, TPI, AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE NO.2 , UNLESS NOTED OTHERWISE. POSTS AND COLUMNS SHALL BE S -P -F No 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE TREATED, ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A1SC & NDS SPECIFICATIONS, SOLID BLOCK ALL JOISTS AND RAFTERS AT INTERIOR POINT OF SUPPORT. Project: ..._..._............_....._........._._ ...... ..... ........... .d Lu z W UJ J z w Ill Lu Iwo Aviah. Ill F_ �...�LAJ Z uJ ® o �C)q V CL O CL i® Architect: rn m z u_ 00�L0 � c� LL Nrn.5 J dp #L,...IZ V) ¢ d LLJ w ns � cta tv Ix IN MY PROFESSIONAL JUDGEMENT AND TOTHE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS ANDTHE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHTO2016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS 0MCUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT'THEWRiFTEN CONSENT OF JG IS PROHIBITED. ISSUE DATE: 11.14.16 -6 s � ECRL.£: AS SHOWN s MW CHECKED BY: JCGrlfflrl a a s a a s s a a s 36'-0"11 I �_ rte. OT a rel ABOVE (TYP.) a a [ ti-;. :'59 •."WMI{"NiUli l.p�Ytl A�—JIlUi -------ice-----------------------i1� a s s t■ s a 2:5".DOWEL LAP MIN. im t----- 4" CONT ETE SLAB 3OOD P. .i. REINF. W1 6X6 W.W.M. ONS IL. VAPOR BARRIER PED 6" AND TAPED, ON CLEAN, COMP:, POISONED FILL 95°!o COMPACTED & TERMITE TREATED FILL !a (2) #5 CONT. wi 3" MIN. COVER ON REINF. L491 SLAB -ON -GRADE STEMWALL DOWLS TO BE PLACED V O.C. MAXIMUM MIN 25" OVERLAP REINFORCING AS SPECIFIED #6 INSIDE CORNER BAR OUTSIDE CORNER FOOTE OPTIONS: TO B DETERMINED BY 4° CONC. SLAB OVER MIN. e (3141 OWNER CONTRACTOR CRUSHED ROCK BASE COURSE ON iIFY COMPACMD KOUGH CO. :i + 2 #5 CONTINUOUS f—()� BARS 71 71 —_ _ -------- X WAV `.� :.,w�+,grl.+�,u'nirpurupn � ■■,�.���wV.r�r� ..�..�. !• 6 • : a :.I, r do 14C01 #5 R£1NF, VERT. ., ay t�OuT�D CELL (05) */ 114" W= Ira" Iwu i' CLEA IIT REVD FOR AUT LIFT 25" . LAP i:; > 5 FT I " t ` •I.' r: ,,r.._._ .._ i0" SIAM O ROOlrf __ COW RSI% gyp► tL�., R FOO'1T*G 'M�1 DETA► I .■ FILLED CELL IN A MASONRY WALL NOT TO SCALE LOUND� ATIONS" _... ... ,_ _._ _ ...... _ .. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF ON COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHO'S REPORT, SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS, CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE, PROVIDE TERMITE PROTECTION OVER GRANULAR FILL WELL COMPACTED FILL TO 95% MODIFIED PROCTOR. PROVIDE STEGO 10 -MIL VAPOR RETARDER. ALL FOOTINGS TO EXTEND BELOW GRADE MINIMUM W AT BEARING WALLS. INTERIOR BEARING FOOTINGS 6" INTO CONSTRUCTION FILL UNLESS NOTED OTHERWISE. ALL CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH 6°X6" #10!10 WWM OR FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) WELDED WIRE MESH SHALL CONFORM TO ASTM•A-185, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE WITH THE TYPICAL PLACE DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO (2) INCHES. C CRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOUNDATIONS: fc W 3,000 PSI BEAMS, COLUMNS, ALL OTHER ITEMS UNLESS OTHERWISE SPECIFIED: P o = 000 PSI CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE FOR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER410WING ADMIXTURE CONFORMING TO ASTM C4-94, USED IN STRICT ACCORDANCE WITH THE MANUFACT'URER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES, A HIGH,RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY TIME STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND, SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 314" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED, REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP- 66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT- DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS, "WET -STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND 51r,-:3, TTOP SLABS 1" WALLS 1-112" LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOTSPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN ;',LEAR SPANS BETWEEN SUPPORTS, SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL 0" STRUCTURAL ENGINEER. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING aR HOOK BARS IF DISCONTINUOUS. DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN. MASONRY NOTES: CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD BEARING PONCRETE MASONRY UNIT'S, TYPE 1, GRADE N-1; NORMAL WEIGHT. MORTAR SHALL CONFORM TO ASTM C270 AND BE TYPE M OR S. SLUMP SHALL BE W TO lll. PROVIDE DURO.O-WIRE @ I V O.C. VERTICAL, 9 GAUGE STEEL. PROVIDE A FULL MORTAR BED ADJACENT TO GROUTED CELLS. WHERE INDICATED ON THE DETAILS AND SECTION, PROVIDE GRADE 60 REBAR IN FILLED CELLS, MAXIMUM CELL SPACING SHALL NOT EXCEED 48" ATANY TIME. SPACING SHOWN ON THE PLAN VIEW IS FOR ILLUSTRATION PURPOSES ONLY UNLESS SHOWN AT ADJACENT TO WALL OPENINGS. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM476 All CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND A1.L CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 48" UNLESS WITNESS HOLE OPENINGS ARE PROVIDED AT BOTTOM OF CELLS TO BE FILLED. ALL WALLS SHALL BE 8" CMU PARTIALLY REINFORCED MASONRY WALL WITH RUNNING BOND CONSTRUCTION WITH #5 AT 24 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS, IN OPENINGS EXCEEDING 8'-0" PROVIDE (1) #5 IN EACH OF (2) ADJACENT CELLS.. PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS, PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY, DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING, DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. WOODFRAMING AJt TES: ALL FRAMING LL BE SOUTHERN PINE #2 WITH THE ALLOWABLE F€SERSTRESSES PER THE AWC NATIONAL DESIGN SPECIFICATION. ALL LUMBER IN CONTACT WITH THE CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING NAILS SHALL BE COMMON NAILSANDSHALL BE OF THE SIZE AND NUMBER INDICATED ON THE MWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSItASME STANDARD 818.1. ALL BOLTS AND LAD SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASI4£RS. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC, TPI, AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE NO.2 , UNLESS NOTED OTHERWISE. POSTS AND COLUMNS SHALL BE S -P -F No 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE TREATED, ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A1SC & NDS SPECIFICATIONS, SOLID BLOCK ALL JOISTS AND RAFTERS AT INTERIOR POINT OF SUPPORT. Project: ..._..._............_....._........._._ ...... ..... ........... .d Lu z W UJ J z w Ill Lu Iwo Aviah. Ill F_ �...�LAJ Z uJ ® o �C)q V CL O CL i® Architect: rn m z u_ 00�L0 � c� LL Nrn.5 J dp #L,...IZ V) ¢ d LLJ w ns � cta tv Ix IN MY PROFESSIONAL JUDGEMENT AND TOTHE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS ANDTHE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHTO2016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS 0MCUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT'THEWRiFTEN CONSENT OF JG IS PROHIBITED. ISSUE DATE: 11.14.16 -6 s � ECRL.£: AS SHOWN s MW CHECKED BY: JCGrlfflrl a a s a a s s a a s 36'-0"11 I �_ TIE BEAM 8"X12' OT a ABOVE (TYP.) a a [ ti-;. :'59 •."WMI{"NiUli l.p�Ytl A�—JIlUi -------ice-----------------------i1� a s s t■ s a 1Mq'+�p■.Qiviai.avf0 --iW �������gYWll��,.[--vvv vvv—a-------v,nvsvvvvvvrse,— 2:5".DOWEL LAP MIN. im t----- 4" CONT ETE SLAB 3OOD P. .i. REINF. W1 6X6 W.W.M. ONS IL. VAPOR BARRIER PED 6" AND TAPED, ON CLEAN, COMP:, POISONED FILL 95°!o COMPACTED & TERMITE TREATED FILL !a (2) #5 CONT. wi 3" MIN. COVER ON REINF. L491 SLAB -ON -GRADE STEMWALL DOWLS TO BE PLACED V O.C. MAXIMUM MIN 25" OVERLAP REINFORCING AS SPECIFIED #6 INSIDE CORNER BAR OUTSIDE CORNER FOOTE OPTIONS: TO B DETERMINED BY 4° CONC. SLAB OVER MIN. e (3141 OWNER CONTRACTOR CRUSHED ROCK BASE COURSE ON iIFY COMPACMD KOUGH CO. :i + 2 #5 CONTINUOUS f—()� BARS 71 71 —_ _ -------- X WAV `.� :.,w�+,grl.+�,u'nirpurupn � ■■,�.���wV.r�r� ..�..�. !• 6 • : a :.I, r do 14C01 #5 R£1NF, VERT. ., ay t�OuT�D CELL (05) */ 114" W= Ira" Iwu i' CLEA IIT REVD FOR AUT LIFT 25" . LAP i:; > 5 FT I " t ` •I.' r: ,,r.._._ .._ i0" SIAM O ROOlrf __ COW RSI% gyp► tL�., R FOO'1T*G 'M�1 DETA► I .■ FILLED CELL IN A MASONRY WALL NOT TO SCALE LOUND� ATIONS" _... ... ,_ _._ _ ...... _ .. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF ON COMPACTED FILL. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHO'S REPORT, SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS, CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE, PROVIDE TERMITE PROTECTION OVER GRANULAR FILL WELL COMPACTED FILL TO 95% MODIFIED PROCTOR. PROVIDE STEGO 10 -MIL VAPOR RETARDER. ALL FOOTINGS TO EXTEND BELOW GRADE MINIMUM W AT BEARING WALLS. INTERIOR BEARING FOOTINGS 6" INTO CONSTRUCTION FILL UNLESS NOTED OTHERWISE. ALL CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH 6°X6" #10!10 WWM OR FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCKAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL, FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) WELDED WIRE MESH SHALL CONFORM TO ASTM•A-185, FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE WITH THE TYPICAL PLACE DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO (2) INCHES. C CRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOUNDATIONS: fc W 3,000 PSI BEAMS, COLUMNS, ALL OTHER ITEMS UNLESS OTHERWISE SPECIFIED: P o = 000 PSI CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE FOR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER410WING ADMIXTURE CONFORMING TO ASTM C4-94, USED IN STRICT ACCORDANCE WITH THE MANUFACT'URER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES, A HIGH,RANGE WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8". SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY TIME STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND, SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 314" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED, REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP- 66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT- DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS, "WET -STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): FOOTINGS 3" BOTTOM AND 51r,-:3, TTOP SLABS 1" WALLS 1-112" LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOTSPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN ;',LEAR SPANS BETWEEN SUPPORTS, SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL 0" STRUCTURAL ENGINEER. AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING aR HOOK BARS IF DISCONTINUOUS. DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN. MASONRY NOTES: CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD BEARING PONCRETE MASONRY UNIT'S, TYPE 1, GRADE N-1; NORMAL WEIGHT. MORTAR SHALL CONFORM TO ASTM C270 AND BE TYPE M OR S. SLUMP SHALL BE W TO lll. PROVIDE DURO.O-WIRE @ I V O.C. VERTICAL, 9 GAUGE STEEL. PROVIDE A FULL MORTAR BED ADJACENT TO GROUTED CELLS. WHERE INDICATED ON THE DETAILS AND SECTION, PROVIDE GRADE 60 REBAR IN FILLED CELLS, MAXIMUM CELL SPACING SHALL NOT EXCEED 48" ATANY TIME. SPACING SHOWN ON THE PLAN VIEW IS FOR ILLUSTRATION PURPOSES ONLY UNLESS SHOWN AT ADJACENT TO WALL OPENINGS. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM476 All CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND A1.L CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 48" UNLESS WITNESS HOLE OPENINGS ARE PROVIDED AT BOTTOM OF CELLS TO BE FILLED. ALL WALLS SHALL BE 8" CMU PARTIALLY REINFORCED MASONRY WALL WITH RUNNING BOND CONSTRUCTION WITH #5 AT 24 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS, IN OPENINGS EXCEEDING 8'-0" PROVIDE (1) #5 IN EACH OF (2) ADJACENT CELLS.. PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS, PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY, DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING, DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN. CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. WOODFRAMING AJt TES: ALL FRAMING LL BE SOUTHERN PINE #2 WITH THE ALLOWABLE F€SERSTRESSES PER THE AWC NATIONAL DESIGN SPECIFICATION. ALL LUMBER IN CONTACT WITH THE CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING NAILS SHALL BE COMMON NAILSANDSHALL BE OF THE SIZE AND NUMBER INDICATED ON THE MWINGS. NAILING NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSItASME STANDARD 818.1. ALL BOLTS AND LAD SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASI4£RS. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC, TPI, AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE NO.2 , UNLESS NOTED OTHERWISE. POSTS AND COLUMNS SHALL BE S -P -F No 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE PRESSURE TREATED, ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A1SC & NDS SPECIFICATIONS, SOLID BLOCK ALL JOISTS AND RAFTERS AT INTERIOR POINT OF SUPPORT. Project: ..._..._............_....._........._._ ...... ..... ........... .d Lu z W UJ J z w Ill Lu Iwo Aviah. Ill F_ �...�LAJ Z uJ ® o �C)q V CL O CL i® Architect: rn m z u_ 00�L0 � c� LL Nrn.5 J dp #L,...IZ V) ¢ d LLJ w ns � cta tv Ix IN MY PROFESSIONAL JUDGEMENT AND TOTHE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS ANDTHE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHTO2016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS 0MCUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT'THEWRiFTEN CONSENT OF JG IS PROHIBITED. ISSUE DATE: 11.14.16 -6 PiiCi1. NO. 081015 ECRL.£: AS SHOWN DRAWN BY: MW CHECKED BY: JCGrlfflrl SHEET NO.: Project:Lu 4.96 PROD. NO. 691"016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGrlffin r C a' ui w r C . Cn CL CC 0. Ci ;` E, Z Co Architect: N a m z u - LL � uJ �� LL vicar < Lurn� Ln r,4 cue 0v -Q IN MY PROFESSIONALJUDGEMENT AND TO THE REST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHT02016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG , WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE MOTTO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TOJG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE DATE: 4.96 PROD. NO. 691"016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGrlffin SHEET PLC}.: >A Project: 11. 4.18 PROD. NO. 0 1016 SCALE: AS SHOWN DRAWN BY: Mw CHECKED BY: JCGriffin UJ ui1: <._��. c TOOa LuLu F s 0 ■ 00 N lC1 O m m asp LL Q LL CeCO CD� worn t� d W In 04 U. CV M:5 r- s.�N� - In_5Z W bms-J •��le LntNQ� W C> IN MY PROFESSIONAL JUDGEMENTAND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHT02016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OFJG . WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF JG I5 PROHIBITED. ►, WING TITLE -iii, ROOF PLAN D DETAILS ISSUE DATE: 11. 4.18 PROD. NO. 0 1016 SCALE: AS SHOWN DRAWN BY: Mw CHECKED BY: JCGriffin SHEET NO.: Project: ul J > U. uJ W w w CO Ui Z< () Lu 0 Z LL, 0 0 0. Z. (L cc 0 CC 00 Z IM L0 Arch itect: to rn z u— LL ce. 0 In r4 Nm 9i U < * Z Ln b LU ry Ce - 0 lf4MYPROFFSSIONALJUDGEMWANDTOTHr:OFSTCF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGHT02016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN THE PROPERTY OFJG. WHETHER' THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR OMNSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OFIGISPROHIBITED. DRAWING TITLE PROPOSED ROOF FRAMING PLAN AND DETAILS ISSUE DATE: ........... 11.14.16 PROD. NO. 081016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffln SHEET NO.: A 7-u NEW NC r^n►Sime►SL3►i/+ ! 1►TTY SCALE: 1/4" HVAC LAYOUT PLAN NOTE5: ALL AC DUCT5 TO BE IN5TALLED ARE NEW. NEW AHU TO BE IN5TALLED. NEW CONDEN5ING UNIT TO BE IN5TALLED. UNDERCUT ALL DOOR5 In. PROVIDE 8x8 TRANSFER GRILL ABOVE EACH BEDROOM DOOR. 7 T CONDOM uw__. �F CONDENSATE TRAP 'Llf"TAlL • •sir i � •.,. .. � REFRIGERANT PIPING D=TAIL Project: 11.14.16 i PROD. NO. 061016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffir� SHEET NO.: t- e LJJ�I 40 DIAM kt t m ' ♦ .. 125 CM, ). S €M i '. C 100CM 1;, i5 1 .it i r; j:• " :i1" � 'S. .i•i 'P i {�'t :;1 i; r? ji' Ma!'.' ,•'n.•,:. i�. r- • Ay C' f .E tx ,'fir i i �:r i".l - � il. IrAV ♦a a .•: S! 1: 'fi' i t'1y: " } "fit `.•� � y til- Y � f • s r SCALE: 1/4" HVAC LAYOUT PLAN NOTE5: ALL AC DUCT5 TO BE IN5TALLED ARE NEW. NEW AHU TO BE IN5TALLED. NEW CONDEN5ING UNIT TO BE IN5TALLED. UNDERCUT ALL DOOR5 In. PROVIDE 8x8 TRANSFER GRILL ABOVE EACH BEDROOM DOOR. 7 T CONDOM uw__. �F CONDENSATE TRAP 'Llf"TAlL • •sir i � •.,. .. � REFRIGERANT PIPING D=TAIL Project: 11.14.16 i PROD. NO. 061016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffir� SHEET NO.: t- e LJJ�I t m 1 ). S i '. C Architect: N 0 ���p*e s L�•ItL LL ! Z TV ry.y CIS LM —JZ LJLJ W rn S .mi 'r• :be = ul rV tae rn I\ 49 IN MY PROFESSIONALJUOGEMENTAND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES. COPYRIGMTO2016 James Griffin, Architect-. ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OFJG , WHETHERT HE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOTTO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE DATE: 914 11.14.16 i PROD. NO. 061016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffir� SHEET NO.: e h ,�__� _—_ + - - SMOKE ALARM NOTES l AIC t ____..___________ -------r• `... '�I �# �'� t E�I ALL SMOKE ALARMS SHALL BE LISTED IN L L RICAL LEGEND ELECTRICAL LEGEND ACCORDANCE WITH UL 217 AND INSTALLED IN 77 174 z i ACCORDANCE WITH THE PROVISIONS OF THIS I220 v t CODE AND THE HOUSEHOLD FIRE EQUIPMENT PROVISIONS OF NFPA 72RNING HANGINGtIGHT HOUSEHOLD FIRE ALARM SYSTEMS I I EMS INSTALLED FWUt Gni �RE IN ACCORDANCE WITH NFPA 72 THAT INCLUDE WALL SCONCE OR A COMBINATION OF 4 =" 150 � LIGHTING CEILING FAN SMOKE ALARMS, t SMOKE DETECTOR AND AUDIBLE n WALL MOUNT NOTIFICATION DEVICE INSTALLED AS t " T LIGHTING REQUIRED BY THIS SECTION FOR SMOKE 0 Plf f. ALARMS, SHALL BE PERMTHE SPOT LIGHTS � HOUSEHOLD FIRE ALARMISYSTTEM SHALL .•1 .,,� / � i PROVIDE THE SAME LEVEL OF SMOKE STEP LIGHT CEILING FAN Wf LIGHT DETECTION AND ALARM AS REQUIRED BY THIS GF SECTION FOR SMOKE ALARMS IN THE EVENT EXIiAUST FAN THE FIRE ALARM PANEL IS REMOVED OR THE 3# j �•. MIC + + t ; SYSTEM IS NOT CONNECTED TO A CENTRAL I INTERNET ACCESS STATION. V X 48' FLOUR.FI?:TURE t M. SWITCH -SMOKE DETECTORS ARE NOT PERMITTED I t t ISAAAo 2'X 48' FLOUR.FIRTURE WITHIN 3`-0" OF A BATH DOOR OR ANY ! +► _ .01 GFI 1� DIMMERSWEICH A(C SUPPLY OUTLET & CEILING FAN BLADES t GSIi tt Ski 4' 3 -WAY SWITCH a a SMOKE ALARMS SHALL BE INSTALLED IN THE I �...•® S fC,D, It vt•--o 2 X 12 FLOUR.FIXTURE FOLLOWING LOCATIONS: I [I 4I AC ,'' , 4 -WAY SWITCH UNDERCABINET}EDl1GH11NGiffCl 1. IN EACH SLEEPING ROOM. EGl"i EL&TRfc @- SINGLE I10OUTLET IN THE IMMEDIATESVICINII YTOFFTHE ENG AREA ••r —rte--.. LED TOE KICK FOOT LIGHTING BEDROOMS. �,. �../ •.` /: 1� M R UNDER COUNTER 110OUTITT 3, ON EACH ADDITIONAL STORY OF THE ..�`''•. t i TRACK LIGHT DWELLING, INCLUDING BASEMENTS BUT NOT I I I IO OUTLET INCLUDING WL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR 'r -Q o HOLLYWOOD LIGHTING I I HALF HOT DUPLIX # 10 OUTLETS DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN J 220 OUTLET LED ROPE I3GHTING THE ADJACENT LEVELS, } fl �. � � i �� 11OG.F.1. � LEDRECE55fSO. LEVEASHAKE L�SUFRM INSTALLED ON THE UPPER i=10E ORTHE ADJACENT TV & C3iInET l E „ I 10 G.P.1. W.P. � PALL RECESSED LOWER LEVEL PROVIDED THAT THE LOWER I �,}a 48" A.F.F. OUTLET LEVEL IS LESS THAN ONE FULL STORY BELOW RECESS LIGHTING THE UPPER LEVEL. WHEN MORE THAN ONE Arc, DISCONNECT SMOKE ALARM IS REQUIRED TO BE INSTALLED r •°►• _._.....• r'"° t RECESS LIGHTING WITHIN AN INDIVIDUAL DWELLING UNIT THE °°� PUSH BUTTON WfVAPORHARRIER ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE I iONE ALARM WILL ACTIVATE ALL OF THE ACTUATIONOF I I . POOL LIGHT CABLE T.V ALARMS IN THE INDIVIDUAL UNIT. ,.....,, ; PHONE SCONCE LIGHT FIXTURE { 150 AMP ELECTRICAL. 771 /7M �M 071: COMaO PANEL SEEADD"SECTION NOTES. 8313 SMOKE ALARMS" FBC FOR I I C 0 MONOXIDE DiTECi ELECTRICAL MITER DOORCHIME v------------------------------------------------------- ,.. 4 --- _............._.......;..--------------------------------- � � FIRESPRiNKIER � 'J°8OX SMOKE ALARM NOTES z.. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD � L PLAN. FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE "WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY CHIS SECTION FOR SMOKE ALARMS, SHALL BE PERMITTED. THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTIOl . AND ALARM AS REQUIRED BY THIS SECTION FOR SCALE 1/4" = V-0" SMOKE ALARMS IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE SYSTEM IS NOT CONNECTED TO A CENTRAL STATION, SMOKE DETECTORS ARE NOT PERMITTED WITHIN T-0" OF A BATH DOOR OR ANY. A/C SUPPLY OUTLET & CEILING FAN BLADES SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS, IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THEADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. SEE "SECTION R313 SMOKE ALARMS" FBC FOR ADD`L NOTES. --._.:......_...._ METER CAN ;PANEL CHELJULr 150 AMP SINGLE PHASE 3 WIRE 12124 1201240 VOLT CIRCUIT LOCATION BREAKER WIRE LOAD LOAD WIRE BREAKER LOCATION CIRCUIT 1 HWH 50 .6 11000 5000 8 40 RANGE 2 31/0 THHN 3 HWH 50 6 0 0 8 4D RANGE 4 AND 1 #6 GND CU IN 5 AC CU 30 10 3000 4000 10 3o Wf D STACK 6 2 INCH DIA. CONDUIT -1 7 AC CU 30 10 0 0 10 Wf D STACK $ ,NEW UNIDERGROUND 9 D'WASHER 20 12 1500 5000 8 40 AC AHU 10 ELECTRICAL SERVICE .11 REFRIG. 20 12 1500 0 8 40 AC AHU 12 IN 2 INCH DIA. CONDUIT 13 MICROWAVE 20 12 15p0 900 12 20 OUTLETS 14 15 DINING 20 12 1200 1200 12 20 DINING 16 17 KITCHEN GFI 20 12 900 900 12 20 KITCHEN GFI 18 19 BATH GFI 20 12 600 1200 12 20 LIGHTS 20 21 OUTLETS 20 12 900 900 12 20 LIGHTS 22 23 OUTLETS 15 14 900 900 14 15 SPRINKLER TfC 24 23,000 20,000 PANEL CALCULATION 23,000 W 20,000 W 23,000 W 1ST 10,000 X 100% 10,400 Vit BALANCE AT 65% 33,000 X 0.55 - 21,450,W 311450 W / 240 V = 131.04 AMPS 1 1 05 1 ISO AMP BREAKER v PANEL WITH DISCONNECT (1) #4 GROUND .101 stn L (2) G' Iong copper grounding rams burned in the soli 4,F<._.r RISER DIAGM41VI NOT • SCALE ELECTMCAL 111RAITf - ALL ELECTRICAL TO MEET N.E.C.. 7312 - CONTRACTOR TO PROVIDE ALL WIRING - CONTRACTOR TO HAVE VALID LICENSE TO DO ELECTRICAL WORK - ELECTRICAL CONTRACTOR SHALL VERIFY ALL TYPES & LOCATIONS Wf G.C. PRIOR TO COMMENCEMENT. - AFCI PROTECTION IS REQUIRED FOR ALL 125 VOLT, SINGLE PHASE, 15 + 20 AMP RECEPTACLES IN ALL ROOMS BY USING AFCI CIRCUIT BREAKERS OR AFCI RECEPTACLES - AFFIX TERMITE CERTIFICATE IN THE ELECTRICAL PANEL EL CT12iT � CAL NOTES i -ONLY NEW ELEC "REGAL SHOWN ON PLAhiS - ELECTRICAL PLAN SHOW MIN. ELECTRICAL REQUIRED PER ELECTRICAL CODE N.E.C. 2008 CONTRACTOR OF OWNER TO VERIFY PRIOR TO START OF CONSTRUCTION, - PROVIDE G.F.I.OUTLET AT KITCHENS, BATHROOMS, & COUNTER TOP AREAS WHERE REQUIRED BY N.E.C. 2012 - PROVIDE SMOKE DETECTORS POWERED BY HOUSE ELECT. WITH BATTERY MONITORED BACKUP, SHALL BE INSTALLED IN EACH SLEEPING ROOM AND IN THE HALL OR IMMEDIATELY OUTSIDE EACH SLEEPING AREA, AND ON THE HIGHEST CEILING POINT OF EACH ADDITIONAL STORY OF THE RESIDENCE.. ALL SMOKE DETECTORS SHALL BE INTER -CONNECTED SO THE ACTIVITY OF ANY ONE DEVICE WILL CAUSE ALL TO SOUND: ALL CEILING FANS ON REOSTATS. ALL RECESS LIGHTING AND ACCENT LIGHTING ON DIMMER SWITCHES. PROVIDE ELECTRICAL OUTLET AT REAR BALCONY. LIGHTING FIXTURES AND SWITCHES TO BE SELECTED BY OWNER. NEW WATER HEATER (MIN. 65 GALLON) IS LOCATED IN GARAGE. NEW A/C COMPRESSOR SHALL HAVE SHEER 15.0 RATING. ALL TV AND PHONE RECEPTICALS SHALL BE ON CADS OR EQUAL TYPE WIRING. ALL BEDROOM RECEPTICALS SHALL BE ON ARC FAULT INTERRUPTER AFCI CIRCUIT BREAKER TYP. ADD NEW ELECTRICAL AS SHOWN IN THESE PLANS. VERIFY WITH OWNER AS TO PRODUCTS AND LOCATIONS, FANS: ONLY TO BE INSTALED IN BEDROOMS ALL OTHER AREAS ONLY TO BE BRACED FOR FANS ALL CIRCUITS, OTHER THAN G.F.I., THAT SUPPLY 125 -VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE PROTECTED BY AND ARC -FAULT CIRCUIT INTERRUPTER & ALL 125 -VOLT, SINGLE PHASE, 12 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE TAMPER RESISTANT. A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING, SHALL BE PROVIDED SO AS TO LIGHT THE PASSWAY AND SERVICE AREA AND INSTALLED IN ACCORDANCE WITH CHAPTER 33 OF THE LATEST FLORIDA MECHANICAL CODE. SMOKE DETECTORS SHALL BE INSTALLED AS PER SBCC 907.2.82 AND NFPA 72 CHAPTER 2 2.1.1.1. SMOKE DETECTORS SHALL BE LINE VOLTAGE Wf BATTERY BACK-UP TO BE INSTALLED INSIDE EACH SLEEPING ROOM AND IN THE IMMEDIATE OUTSIDE AREA OF EACH SLEEPING ROOM. AIR -HANDLING UNIOTS SHALL BE ALLOWED IN ATTICS IF THE FOLLOWING CONDITIONS ARE MET: 1. THE SERVICE PANEL ON THE EQUIPMENT IS LOCATED WITHIN 6 FEET OF AND ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. SAID NOTICE SHALL BE IN ALL CAPITALS, IN 16 POINT TYPE, WITH THE TITLE AND FIRST PARAGRAPH IN BOLD: "NOTICE TO THE HOMEOWNER A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER IS LOCATED IN THE A711C, FOR PROPER, EFFICIENT AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM, YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1. A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY OR 2. A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING, TO LIMIT POTENTIAL DANAGE TO YOUR HOME AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION." r -' 111110111111111111111 .. 11.14.16 PROD. NO. _ . _ ....-_....._...... _.. _. 081016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY. JCGrlffin SHEET NO.: . r ■ .rt ii r Uj e>I i 0 !' •" CL Z Architect: N UD Q m rn _z ILL t� 00t'"'0 U C4 Z Lf m 5 Q . !< p p 4(�1,,`,"nz �I.I Vrt'gd I urm—i Ln m ce cV,.0r- s--� Q rn P, a. IN MY PROFESSiONALJUDGEMENTANA TO THE SESTOF MY KNOWLEDGE AND BELIEF, THESE PLANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES, COPYRIGHT(C) 2016 James Griffin, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF JG . WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS FXECUMD OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WRH THE APPROPRIATE COMPENSA-nON TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTT HS WRITTEN CONSENT OF JG IS PROHIHaM. DRAW'1 TITLE PROPOSED ELECTRICAL PLANPLAN,DETAILS ANDSCHEDULE tt ISSUE DATE: 111110111111111111111 .. 11.14.16 PROD. NO. _ . _ ....-_....._...... _.. _. 081016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY. JCGrlffin SHEET NO.: . _.._ Or"L ' NOTES_ _. P2706.1 General. The installation of fixtures shall conform to "the following: METER sax BY DEVELOPER DOUBLE STRAP TAPPING 1" BRASS NIPPLE do METER BY DEPARTMENT SADDLE WITH AWWA � 'THREADS =TYPICAL) q� REQUIRED (TV.) 1. Floor -outlet or floor -mounted fixtures shall be secured to the drainage connection and to the SEE NOTE 5 tm SERVICE LINE floor, where so designed, by screws, bolts, washers, nuts and similar fasteners of copper, brass of other corrosion -resistant material. 2..Wall-hung fixtures shall be rigidly sLipported so that strain is not transmitted to the plumbing METER CURB STOP BALL CORP STOP System. PRIVATE PROPERTY LIMIT' OF DEPT. RESPONSIBIM (PRIVATE SERVICE) , ROW OR EASEMENT LINE 3: Where fixtures come in contact with walls and floors, the contact area shall be water tight, ______ _ __ __________________________ _ ._ _______________ ______________________________� __ 1` LINE (TYPIC&) j \♦ f�i� 2" TAP ONLY WIN 4. Plumbing fixtures shall be usable. a 2" SERVICE t I I UPPLY 5. Water closets, lavatories and bidets. A water closet, lavatory or bidet shall not be set -closer M � � �� _ 5HOWE than 15 inches (381 mm) from its center to any side wall, partition or vanity or closer than 30 -- 3l�" CW SUPPLY } inches (762 trim center -to -center between adjacent fixtures. There shall be a clearance of not "Y BRANCH BRASS i � .. ®. � .. ,�,� . • � .. - .. � 1 /2" I ( } ! caMPRESSION • • - less than 21 inches (533 mm) in front of a water closet, lavatory or bidet to any wall, fixture or 30" MIN. I . : �° I es. e . "mrr ewm s: •...raw o e • e, ewm e e f door. 1" BRASS NIPPLE t -• • • 4 - •°� - •�" REQUIRED (TYP.) °s BALL CORP STOP 1 %2 • �li' - • • I SEE NOTE 53°-0" MIN. SEE DETAIL` W-25 1 : 1 /2`1 H CW E 6. The location of piping, fixtures or equipment shail not interfere with the operation of windows , i : � ANTR 5UPPLY TRIPLE SEWCE SIMILAR I or doors. ,�,,,,,..,,,.,, # REF. I 1 f2 ` LAV 4 7. In flood hazard areas as established by Table R301.2(1), plumbing fixtures shall be located or 0 2" TAP ONLY i P + + installed in accordance with Section R322.1.7. MUL71--PORT � I 1 _ - BRASS CONNECTION 1 - -�- 8. Integral fixture -fitting mounting surfaces on manufactured plumbing fixtures or plumbing 2r' SERVICE LINE � ° • � I fixtures constructed on site, shad meet the design requirements of ASME A112.19.2_A SA B45.4 M --- I or ASME Al 12.19,3/ CSA 845.1. 11 _ BALL CORP STOP s ® - . J __ SECTION P2708 SHOWERS � � SEE DETAIL W-25 # - • ..wi � M t I ` LINE (TYPICAL) jut P2708.1 General. IIF` rlcw . Shower compartments shall have not less than 900 square inches (0.6M2) of interior cross- `" -_ ; SUPPLY ` sectional area. Shower compartments shall be not less than 30 inches (762 mm) in minimum 01*1 dimension measured from the finished interior dimension of the shower compartment, exclusive\'0 of fixture valves, shower heads, p I soap dishes, and safety grab bars or rails. The minimum � 1. AUTHORIZED � SERVICE LINE t�GATT621AL: i required area and dimension shall be measured from the finished interior dimension at a height a A IF LDii1ER TERMINAL END IS LOCATED UNDER PAVEMENT, USE TYPE "K" COPPER TUBING vriRTF£ COMPRESSION FiITINGS. egos) to the top of the threshold and ata point tangent to its centerline and shall be continued to B. POLYETHYLENE TUBING SDR 9, COPPER TUBE SIZEr a height of not less than 70 inches (1778 mm) above the shower drain outlet. Hinged shower g �' MULTIPLE SERVICE s MinimTIONSON AN O o MORE sAs�Is� � METERS PER sF�wCE AND st�VtcE LINES LARGER T+tAI� z" IN k doors shall open outward. The wall area above built-in tubs having installed shower heads and 3. Na FITTINGS BETWEEN BALL CORP. STOP AND METER.CURB STOP ALLOWED WHEN USING POLYETHYLENE 'TUBING. E in shower compartments shall be constructed in- accordance with Section R702.4. Such walls dP 4. LOW RANGE EMS MARKER SHALT. BE PLACED ABOVE THE SERVICE WYE & WIRED TO THE WYF_ shall form a water -tight joint with each other and with either the tub, receptor or shower floor. ' 5. 1' BRASS NIPPLE TO DMND UP TO NO LESS THAN 2" OUTSIDE THE METER BOX. P2708.1.1 Access. The shower compartment access and egress opening shall have a clear and unobstructed 1 • • BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS 3 finished width of not less than 22 inches (559 mm) I P27Q8.3 Shower contra valves: NaTTO EFF. Dam I S 01113 Individual shower and tub/ shower combination valves shall be equipped with control valves of TYPICAL RESIDENTIAL WATER SERVICE PAGE NUMBER � the pressure -balance, thermostatic -mixing or combination pressure-balance/thermostatic-mixing ENGNEERINGaDIVLs>oN valve types with a high limit stop in accordance with ASSE 1016 or ASME Al 12.18.1/CSA I t B'125.'1. The high limit stop shall be set to limit the water temperature to not greater than 120`17 I X49°,). in_lirie,athermostati vale shall not be a .._'77777rs ' = _ lTsec. oT . , d _ I _ __ c___ ___--------..........-_.-------...__._-----.---- i� aw FIXTURE CONNECTION SCHEDULE ITEM WASTE & SOIL_ (AS PER TABLE 7131M1) WATER IAS PER TABLE C3044 COLO HOT WATER CLOSET 313 1/2" 2.5 gpm at 80 psi TUB 2" 112" 1/2" LAVATORY 1-1/4P 1/2" OWER 2" V2"SE r-4 Q • ,•� BIB r - - 10 ............ SHOWER BELL BY BELL ONLY. ROTATE 1/2° 1/2" -��mI.cL BENDS AS REQUIRED UJ vi LAY ON UNDISTURBED SOIL NOTE' PROVIDE ANTI SGAL D VALVE 0 EACH SHOWED AND TUB NOTE: ALL TRAPS SHALL BE CONSISTENT W/ FIX11JRE OUTLET' SIZE NOTE ALL FIXTURE SHALL COMPLY W/ FRO.TABLE 8044. RECESSED WATERPROOFING LINER FASTENED TO AN APPROVED BACKING MATERIAL. DO NOT NAIL OR PERFORATE LINER AT ANY POINT 1" BELOW THE THRESHOLD LINE, FINISHED CEILING 40 MILLS SARLOY VINYL WATERPROOFING, EXTEND METAL CHANNEL @ DOOR VINYL 12" ILP ABOVE THE HEIGHT 72" STD, FINISHED THRESHOLD LEVEL & OVER TOP OF STEP. z° TEMPERED FRAMELESS 112° MOISTURE CLASS €1 SAFETY GLASS RESISTANT CEMENT SHOWER DOOR AND PANEL BOARD WRAP SHOWER PAN OVER CERAMIC TILE ON CURB AND AROUND WING THINSET WALL, TYP., FBC (P) 417.5.2 40 MILLS SARLOY VINYL WATERPROOFING LINER STONE OR CERAMIC TILE PITCHED t1LF. (2% SLOPE) TO RE ON MORTAR BED. THE DRAIN & SECURELY q o 2% SLOPE TO DRAIN FASTENED TO THE WASTE OUTLET, •.1, v.}• y� CONC, SLAB EXISTING DRAIN TO REMAIN ;- n SINGLE WYE DUR ROCK'CEMENTITOUS BOARD ASSEIBILY•IN COMP' CE WITH FBC CHAPTER 7 %L.TI NATE: ADDTTIONAL s tiSEF~ do BEND WHERE 10 v ,REAIM PIPE DEPTH 44 -= MIN. 6" PVC PIPE SLOPE UP TO I? --- 1/8" PER FF MIN. C-900 TO SDR 35 ADAPTER LOCATION (TYP.) -BELL BY BELL ONLY T z LIMii VT Lffr-3. RWCUftll..alul I f i'R lrr%i � rnwv" .4 I -' '~ (ROW OR EASEMENT LINE) !� (PRIVATE SERVIM �° a aa, a 6" MIN. SERVICE LINE N CLEANOUT (SEE DETAIL FOR ' INSTALLATION REQUIREMENTS.) WING NUT PLUG 9 1. SERVICE LATERALS SHALL TT RMWNATE AT PROPERTY UNE AT A DEPTH OF 3 FEET (14tH,) TO 4' (b'AX.) TO TOP OF Rrr E. m 2. ALL C-900 BENDS ARE TO BE BELL. BY BELL. SPIGOT BY BELL ALLOWED ONLY AT M ANOUT 3. EACH SERVICE CONNECTION SHALL BE PLUGT M WATERTIGHT WITH AN APPROVED WING PLUG. 4, CUT OFF BELL END WHEN LONG FERNCO COUPLING FOR Y.C,P. (FOR T5(tSTING SERVICES ONLY). 5. CLEANOUT IS TO BE INSTALLED PER DEPARTMENT SrMIRARDS PRIOR TO WATER MEIER WrALLATION. AN INSPECTION OF CONNECTION INTO THE D£PARTMEKIS LATERAL IS REQUIRED PRIOR TO WATER METER RELEASE. 6. WASTEWATER MAIN WYE BRANCH TO MATCH MAIN PIPE MATERIAL, At7ERRNA3E MATERIALS TO BE APPROVED BY THE DEPT. 7. NO 90' SENDS SHALL. BE USED FOR WA'SiE.1lIATER SERVICE AND CLEANOUT INSTALLATION. 8. SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT ABOVE TOP OF PIPE. SERVICES UNDER PAVED AREAS SHALL.. BE BACKFILLED TO THE SAME & SPECIFICATIONS AS SHOWN ON 'PAVEMENT REPLACEMENT DETAIL. 9. CONTRACTOR SHALL MARK OIL A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM MANHOLE TO EACH G SERVICE LATERAL AND GIVE TO ENGINEER FOR RECORD DRAWING PURPOSES. 10. ANY DEVIATION FROM 7HM METHODS SHALL BE APPROVED BY THE DEPARTMENT. 5 11. THE USE OF UNNECESSARY FUTINGIS ON THE CUSTOMERS LINE TO REDUCE EXCAVA71ON EFFORTS WILL BE CAUSE FOR REJECTION. ii CL€ANOUTS DESl6N nm THE END OF THE DEPARTMENTS MAINTENENCE RESRONSIBILrIY SHALL. BE LOCATED WITHIN A U IUTY EASEMENT OR RIGHT- OF -•WAY DEDICATED FAIR UTILITIES. BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT To EFF. DR WASTEWATER SERVICE SCALL: Al/1k TYPICAL CONNECTIONS PAWNUMBER E1VVCsB1ti�DtirGSSON 8-7 LMBINP1 A N SCALE : 1/4" = 1'-0" PLWM51NG NQTE5: I �. � 1 `♦ f ----------------------- "M ------__-- ..._______ PROVIDE 5HUT OFF VALVE AT WATER SERVICE ENTRANCE WITH A M05E 51B. PROVIDE VALVES AT NOT WATER HEATER, 5INK5, WASHER AND TOILET. WATER SERVICE INTO HOU5E 15 NEW AND LOCATION NEED TO BE VERIFIED BY CONTRACTOR. ALL PLUMBING FIXTURES ARE NEW. ALL NEW SUPPLY WATER PIPING TO BE COPPER:,. FBC PLUMBING CODE TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM (FLOW RATE OR QUANTITYb F1iiI. RANGE, -,,,.'e 2.2 gpm at 60 psi Lavatory, public (metering) 0.25 gallon per metering cycle EMS MARKE 0 5 gpm at 60 psi Shower heads 2.5 gpm at 80 psi SLOPE UP TOR C-900 70 SDR 35 ADAPTER LOCATION Urinal 1.0 gallon per flushing cycle 3/8" PER FT. MIN. 1.6 gallons per flushing cycle Le. 00C>LU® in ra g u., rn r-4 Q • ,•� #Ln_3z U ;t Q U.J ............ B BELL BY BELL ONLY. ROTATE y -��mI.cL BENDS AS REQUIRED UJ vi LAY ON UNDISTURBED SOIL LU Z PBOR m L DUR ROCK'CEMENTITOUS BOARD ASSEIBILY•IN COMP' CE WITH FBC CHAPTER 7 %L.TI NATE: ADDTTIONAL s tiSEF~ do BEND WHERE 10 v ,REAIM PIPE DEPTH 44 -= MIN. 6" PVC PIPE SLOPE UP TO I? --- 1/8" PER FF MIN. C-900 TO SDR 35 ADAPTER LOCATION (TYP.) -BELL BY BELL ONLY T z LIMii VT Lffr-3. RWCUftll..alul I f i'R lrr%i � rnwv" .4 I -' '~ (ROW OR EASEMENT LINE) !� (PRIVATE SERVIM �° a aa, a 6" MIN. SERVICE LINE N CLEANOUT (SEE DETAIL FOR ' INSTALLATION REQUIREMENTS.) WING NUT PLUG 9 1. SERVICE LATERALS SHALL TT RMWNATE AT PROPERTY UNE AT A DEPTH OF 3 FEET (14tH,) TO 4' (b'AX.) TO TOP OF Rrr E. m 2. ALL C-900 BENDS ARE TO BE BELL. BY BELL. SPIGOT BY BELL ALLOWED ONLY AT M ANOUT 3. EACH SERVICE CONNECTION SHALL BE PLUGT M WATERTIGHT WITH AN APPROVED WING PLUG. 4, CUT OFF BELL END WHEN LONG FERNCO COUPLING FOR Y.C,P. (FOR T5(tSTING SERVICES ONLY). 5. CLEANOUT IS TO BE INSTALLED PER DEPARTMENT SrMIRARDS PRIOR TO WATER MEIER WrALLATION. AN INSPECTION OF CONNECTION INTO THE D£PARTMEKIS LATERAL IS REQUIRED PRIOR TO WATER METER RELEASE. 6. WASTEWATER MAIN WYE BRANCH TO MATCH MAIN PIPE MATERIAL, At7ERRNA3E MATERIALS TO BE APPROVED BY THE DEPT. 7. NO 90' SENDS SHALL. BE USED FOR WA'SiE.1lIATER SERVICE AND CLEANOUT INSTALLATION. 8. SOLIDLY TAMP BACKFILL AT LEAST ONE FOOT ABOVE TOP OF PIPE. SERVICES UNDER PAVED AREAS SHALL.. BE BACKFILLED TO THE SAME & SPECIFICATIONS AS SHOWN ON 'PAVEMENT REPLACEMENT DETAIL. 9. CONTRACTOR SHALL MARK OIL A CLEAN SET OF PLANS THE FINAL STATIONING OR DISTANCE AND DIRECTION FROM MANHOLE TO EACH G SERVICE LATERAL AND GIVE TO ENGINEER FOR RECORD DRAWING PURPOSES. 10. ANY DEVIATION FROM 7HM METHODS SHALL BE APPROVED BY THE DEPARTMENT. 5 11. THE USE OF UNNECESSARY FUTINGIS ON THE CUSTOMERS LINE TO REDUCE EXCAVA71ON EFFORTS WILL BE CAUSE FOR REJECTION. ii CL€ANOUTS DESl6N nm THE END OF THE DEPARTMENTS MAINTENENCE RESRONSIBILrIY SHALL. BE LOCATED WITHIN A U IUTY EASEMENT OR RIGHT- OF -•WAY DEDICATED FAIR UTILITIES. BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS & DETAILS NOT To EFF. DR WASTEWATER SERVICE SCALL: Al/1k TYPICAL CONNECTIONS PAWNUMBER E1VVCsB1ti�DtirGSSON 8-7 LMBINP1 A N SCALE : 1/4" = 1'-0" PLWM51NG NQTE5: I �. � 1 `♦ f ----------------------- "M ------__-- ..._______ PROVIDE 5HUT OFF VALVE AT WATER SERVICE ENTRANCE WITH A M05E 51B. PROVIDE VALVES AT NOT WATER HEATER, 5INK5, WASHER AND TOILET. WATER SERVICE INTO HOU5E 15 NEW AND LOCATION NEED TO BE VERIFIED BY CONTRACTOR. ALL PLUMBING FIXTURES ARE NEW. ALL NEW SUPPLY WATER PIPING TO BE COPPER:,. FBC PLUMBING CODE TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM (FLOW RATE OR QUANTITYb Lavatory, private 2.2 gpm at 60 psi Lavatory, public (metering) 0.25 gallon per metering cycle Lavatory, public (other than metering) 0 5 gpm at 60 psi Shower heads 2.5 gpm at 80 psi Sink faucet 2.2 gpm at 60 psi Urinal 1.0 gallon per flushing cycle Water closet 1.6 gallons per flushing cycle Project: N PR0J. NO. 061016 SCALE: AS SHOWN DRAWN BY: rn CHECKED BY: rn SHEET NO.: LLL. d LL Le. 00C>LU® in ra g u., rn r-4 Q • ,•� #Ln_3z U ;t Q U.J �LnNW y -��mI.cL 4 ... UJ IN1 • rE. LU Z L 0 Arch itect: IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PIANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES, COPYRIGHTO2016 James Griffen, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN'THE PROPERTY OFJG , WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOTTO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO 7d 15 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE !DATE: N PR0J. NO. 061016 SCALE: AS SHOWN DRAWN BY: rn CHECKED BY: rn SHEET NO.: LLL. d LL Le. 00C>LU® in ra g u., rn r-4 Q • ,•� #Ln_3z U ;t Q U.J �LnNW C> -��mI.cL IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PIANS AND THE SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE AND ALL APPLICABLE CODES, COPYRIGHTO2016 James Griffen, Architect ALL RIGHTS RESERVED. THESE DRAWINGS AND THE SPECIFICATIONS ARE INSTRUMENTS OF SERVICEAND SHALL REMAIN'THE PROPERTY OFJG , WHETHERTHE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOTTO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO 7d 15 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO JG. REPRODUCTIONS OF SPECIFICATIONS WITHOUTTHE WRITTEN CONSENT OF JG IS PROHIBITED. ISSUE !DATE: 11.14.16 PR0J. NO. 061016 SCALE: AS SHOWN DRAWN BY: MW CHECKED BY: JCGriffin SHEET NO.: Q