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HomeMy WebLinkAbout802 Pine Ave 18-702 (a) Rehab homeFEB -5 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 Y ' '/ o Documented Construction Value: $ , w C Job Address: � � G, �/•b1C' U� ��,,ci � /Z__� 17/ Ristoric District: Yes ❑ No ❑ Parcel 1D: L S" f j -� - �1 '�IUU } UU s�l Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration,& Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: Gek £ �/ ,��J t-)") S Title: �--el IL'ilp A � ' Phone: ~lL� �—�/—'� - �dc� Fax: Email: <0 X4, loaf ) Property Owner Information p Name �t� G' i) Phone: Q Street: Resident of property? : N 0 ' �5 City, State Zip: 0 V �cJ" 1 / / `3 Contractor Information L , le/)lG^ .' 1. c ) Name f l� (1 r !� r oI Phony,: Street: 9-/ Ca(� ✓« �) f -i`r/ Fax: City, State Zip: C` 4-,Z1,1,, /�t='( f ? State License No.: Architect/Engineer Information Name:_i Phone: 1<9 ^ Street: 2.5-2 L. u1 ST t� L2,�3 I+ax: City, St, Zip: 6 V1 •G,1_Pe) Ft✓ �• . ��.5' E-mail: I d- 111 c / �� �i�� 5�nr� //(::I -o !/Eto Bonding Company., ,zi /x1 Address: Mortgage Lender: Address: WARNING '1'O OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR I'ROPER'I'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRSTINSPEC'T'ION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE: RECORDING YOUR NO'T'ICE OF / COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. L certify that no work or installation has commenced prior to the issuance ora permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5)" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application z 0 a z z 0 O LL O z L QW IL N 0- u w� �z N � r < H sJ+z c� v', cl) ow oLo ¢w o U N T- fy 49 fy CDr 0 a� o c0 Nlcq - X LL O ❑ A Q, 2.2 a 9 .o REMODEL TO 802 PINE AVE, SANFORD FL 802 PINE AVE r 1 O 2'] 3 N0 I13 EN II FIC'A. AT 2 `' E IC MA CT B GENE SAL NOTES 1. ALL [DEMOLITION WORK SHALL BE PERFORMED IN DEMO PORTION OF WALK LOT , ��E �� THEI".10-TH 10 � FEET) U. OCK 'I 0, TRACT , T��N Cr ;���N� I�{�,: ��,�, ..-z ,: .,n f' ECO?.E�1L.D IN RECORDED ,: n � PII�.,A.( L7C���K � � {� � �-n- �-,. .,V �. R � �•E7,� :,, PUBLIC i "i i, A[GI 56,. .��f 'llE PUBLIC '�. -" - �. � �"� r'l8 [�' fig,. •t i �eE�,,�.RD'—'3 O �.iE:� IPI, LE I � „t 3 . < :�_ COU .��t✓IaT(, FLO IDA. THAT WORK PROVIDED PY 5UI3CONTRACTORS. EI00 5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS. CONCRETE WALK 3FEET WIDE 2. rQ AME C3 A „ 51;1d3:tIM' FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK. hqDIP-, THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR o� I W PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN. c-, INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL Oil ASSURE CONTINUING FACILITY OPERATIONS. < WALK °� £ O �,) °. `s<``.� k f'`a t I?l I { T CIF—'#4'-AY w _ s) &151- ':mm �+•,t,t ,,'j t9 `�f—'� w STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO _ �:`r � Ft. s >}rj I;ri �� f I a I�.t� _ �`� �" NOR [ COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM � A �Y I tJO f<t �El RR IJ THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. :yrs �'Ill`ia S >(vll' �E I.�I`'l'UEFI .... $P r I PPA — l 1,OEI"0 CONI RETE O TLY 'LI T1LI TY G3 ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART `w:w.w_�_ C�� 6 I I SA PACE, +t 011 �C} A.3. :'�+i 1. :.. l,w�LJ AN UNDAMAGED CONDITION. CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO .r�,/':�. AIR. COt-4DI'lONER �(��•I.��Af���.„7rINACF , BELIEVES THAT SUCH A 51TUATION EXISTS. 4. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR � R 801, WAIT dl�RA_lt`l, B. °,O A:Tri+. .°°°° 1"l"ME,', SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF G4 ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE DDIOTES SET 5 R EIAR EA EC ELECTRIC THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM LOT f1 `d'dI`Y (L..t�W P A-STIC (,AP I JIL �[N ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE _ ::.... REGULATIONS. �7T,AfA��I�'EC:I civ€Ihl.:a L-s2�.�:J�}'a �` LINE WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE W001 UTILITY POLE ALL ITEMS SCHEDULED TO BE 5ALVAGED FOR REUSE SHALL r 1 O 2'] 3 N0 I13 EN II FIC'A. AT 2 `' E IC ;` 0-3 W 7 LST I MA CT B GENE SAL NOTES 1. ALL [DEMOLITION WORK SHALL BE PERFORMED IN DEMO PORTION OF WALK THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND ACCORDANCE WITH STATE AND LOCAL REGULATIONS. DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E AND INSTALL NEW 4" THICK 2500 PSI SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH LO +w -3 00 rx :alis . P OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE 9,7 THAT WORK PROVIDED PY 5UI3CONTRACTORS. EI00 5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS. CONCRETE WALK 3FEET WIDE 2. rQ AME C3 A „ 51;1d3:tIM' ;` 0-3 W 7 LST I 11 C 0 D E A N A L "�,513 APPLICABLE CODES: FBC RESIDENTIAL 2011 6TH ED F33C BUILDING 201-1 6TH ED FBC PLUMPING 2011 r?TH ED FPC MECHANICAL 2011 &TH ED FISC FUEL GAS 201-1 &TH ED NATIONAL ELECTRIC CODE 2011 FPC ENERGY CONSERVATION 2011 (oTH ED F5C ACCESSIBILITY 201-1 6TH ED FLORIDA FIRE PREVENTION CODE 5TH ED PROJECT DATA RISK CATEGORY II EXPOSURE CATEGORY k3 R-3 OCCUPANCY ONE STORY CONSTRUCTION TYPE VB - UNPROTECTED UNSPRINKLED WIND IMPORTANCE FACTOR 15 1 INTERNAL PRESSURE COEFFICIENT 15 0.18 DESIGN LOADS- SEE SHEET 5400 FOR COMPLETE LIST ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF (30 IN SLEEP AREAS SOIL BEARING CAPACITY 1500 PSF WIND V -ULT 139 MPH WIND V -AS' D 108 MPH 5" I I O ! E I `Q E) DETAIL NUMBER0 _ OR SECTION _ _ DETAIL NUMBER _ SHEET NUMBER _ SECTION NUMF3FR SHEET NUMBER ELEVATION NUMBER SHEET NUMBER DOOR NUMBER AN �a 1 Scales: 1"=20'-01� ' TABL.F- OF CONTENTS/ INDEX TO E)RAWING5 MARK A001 COVER SHEET, GENERAL NOTES, DEMO NOTES, INDEX AI00 FLOOR PLAN A101 WALL. SECTION MISC SPECS AI02 STOOP ELEVATIONS, DETAILS, FOUNDATION PLAN, FRAMING PLAN 10,51:77 GENE SAL NOTES 1. ALL [DEMOLITION WORK SHALL BE PERFORMED IN DEMO PORTION OF WALK THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND ACCORDANCE WITH STATE AND LOCAL REGULATIONS. DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E AND INSTALL NEW 4" THICK 2500 PSI SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE THAT WORK PROVIDED PY 5UI3CONTRACTORS. EI00 5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS. CONCRETE WALK 3FEET WIDE 2. COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER I ANY SURVEY PROVIDED WITH THESE DOCUMENTS 15 NOT PART OF TO NEW FRONT DOOR LOCATION FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK. hqDIP-, THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR o� I W PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN. c-, INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL Oil ASSURE CONTINUING FACILITY OPERATIONS. i . WALK �Wq AND ALL PREMISS AS FOUND. THE OWNER A55UME5 NO v .> RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR ':mm �+•,t,t ,,'j t9 `�f—'� w STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO Z} t COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM UTILIT11=5. ALL ITEMS TO I3E TURNED OVER TO THE A �Y I tJO f<t �El RR IJ THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. :yrs �'Ill`ia S >(vll' �E I.�I`'l'UEFI .... $P r I PPA — PROTECTED DURING DEMOLITION AND REMOVAL AND G3 ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART 1 ".y C�� a OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE AN UNDAMAGED CONDITION. CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO BELIEVES THAT SUCH A 51TUATION EXISTS. 4. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF G4 ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE PUNPUNE AVENUE THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM CONTRACTOR MAY UNCOVER MUST PE REPORTED To THE THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL I f?90I*I I• �Iw k��ti f 1 ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE _ ::.... REGULATIONS. FOR CORRECTION OF ANY WORK AFTER START OF WORK WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE 11 C 0 D E A N A L "�,513 APPLICABLE CODES: FBC RESIDENTIAL 2011 6TH ED F33C BUILDING 201-1 6TH ED FBC PLUMPING 2011 r?TH ED FPC MECHANICAL 2011 &TH ED FISC FUEL GAS 201-1 &TH ED NATIONAL ELECTRIC CODE 2011 FPC ENERGY CONSERVATION 2011 (oTH ED F5C ACCESSIBILITY 201-1 6TH ED FLORIDA FIRE PREVENTION CODE 5TH ED PROJECT DATA RISK CATEGORY II EXPOSURE CATEGORY k3 R-3 OCCUPANCY ONE STORY CONSTRUCTION TYPE VB - UNPROTECTED UNSPRINKLED WIND IMPORTANCE FACTOR 15 1 INTERNAL PRESSURE COEFFICIENT 15 0.18 DESIGN LOADS- SEE SHEET 5400 FOR COMPLETE LIST ROOF LIVE LOAD 20 PSF FLOOR LIVE LOAD 40 PSF (30 IN SLEEP AREAS SOIL BEARING CAPACITY 1500 PSF WIND V -ULT 139 MPH WIND V -AS' D 108 MPH 5" I I O ! E I `Q E) DETAIL NUMBER0 _ OR SECTION _ _ DETAIL NUMBER _ SHEET NUMBER _ SECTION NUMF3FR SHEET NUMBER ELEVATION NUMBER SHEET NUMBER DOOR NUMBER AN �a 1 Scales: 1"=20'-01� ' TABL.F- OF CONTENTS/ INDEX TO E)RAWING5 MARK A001 COVER SHEET, GENERAL NOTES, DEMO NOTES, INDEX AI00 FLOOR PLAN A101 WALL. SECTION MISC SPECS AI02 STOOP ELEVATIONS, DETAILS, FOUNDATION PLAN, FRAMING PLAN WITH MANUFACTURER'5 WRITTEN RECOMMENDATIONS. G1& THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED BELOW IN 10. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET STRUCTURAL SUPPORTS AND 5RACING FOR THE ADJACENT SHALL RE VOID — CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED Gil ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES PLACE AND ABLE TO SUP ORT IMPOSED LOADS. SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK. 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL CONDUIT, WIRING PDXES, SWITCHES, ETC. PLUMBING AND G18 GC SHALL VERIFY ALL HIDDEN CONDITIONS AS THE DEMO.WORK. PIPING, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, PROGRESSES AND SHALL 5HAR FULL RESPONSIBILITY FOR PIPING ETC. AS REQUIRED. COORDINATING THE WORK AGAINST THOSE HIDDEN CONDITIONS ALL INFORMATION CONTAINED WITHIN THE DRAWINGS IS SUBJECT TO CHANGES PRIOR TO ISSUE OF ALL LEG=ALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARGHITEGT, DEVELOPER / OI1RdER 5Pi=CIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER TH15 PROJECT AND SHALL 5ECURE'I ANY ALL PERMITS FROM ANY AND ALL AC-,ENCIES CLAIMING JURISDICTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIAT31-E DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED F5Y ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJ=cT. THE ARCHITECT SHALL NOT BE RE5PON5I5LE OR LIABLE FOR ANY WORK PERFORMED BY UNLICENSED ENTITIES. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDIC'T'ION OVER THIS PROJECT. OWNERS REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENT5 AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENT5 THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PERMITS IDErIO NOTES GENE SAL NOTES 1. ALL [DEMOLITION WORK SHALL BE PERFORMED IN GI THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND ACCORDANCE WITH STATE AND LOCAL REGULATIONS. DIMEN51ON5 PRIOR TO ANY WORK. CONTRACTOR SHALL 5E PLUMBING PLAN, SPECS, DETAILS SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING OWNER AND/OR APPROPRIATE UTILITIES FOR SERVICE THAT WORK PROVIDED PY 5UI3CONTRACTORS. EI00 5HUTOFF5 BEFORE PEGINNfNG DEMOLITION OPERATIONS. 2. COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER G2 ANY SURVEY PROVIDED WITH THESE DOCUMENTS 15 NOT PART OF FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK. hqDIP-, THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR o� I W PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN. INFORMATIONAL PURPOSE5 ONLY- THE CONTRACTOR SHALL ASSURE CONTINUING FACILITY OPERATIONS. FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY AND ALL PREMISS AS FOUND. THE OWNER A55UME5 NO RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR 3, SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM UTILIT11=5. ALL ITEMS TO I3E TURNED OVER TO THE THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL 51 PROTECTED DURING DEMOLITION AND REMOVAL AND G3 ANY p15CREPANCY OR NON -COORDINATION BETWEEN ANY PART SHALL RE DELIVERED TO THE APPROPRIATE PARTY IN OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE AN UNDAMAGED CONDITION. CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO BELIEVES THAT SUCH A 51TUATION EXISTS. 4. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY OF G4 ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM CONTRACTOR MAY UNCOVER MUST PE REPORTED To THE THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL ARCHITECT AT ONCE. CONTRACTOR SHALL PE RESPONSIBLE REGULATIONS. FOR CORRECTION OF ANY WORK AFTER START OF WORK WHICH HAS NOT BEEN DROUGHT TO THE ATTENTION OF THE 5. ALL ITEMS SCHEDULED TO BE 5ALVAGED FOR REUSE SHALL ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF BE REMOVED WITH CARE, STORED AND PROTECTED FROM CORRECTING ANY FAULTY OR ERRONEOUS WORK. DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN THE NEW WORK. IT SHALL PE THE CONTRACTOR'S GS ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR RE5PON5151LITY TO REPLACE AND/OR RESTORE ANY ITEMS COLUMN CENTER LINES UNLESS OTHERWISE NOTED. SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED DURING THE COURSE OF CONTRACT OPERATIONS. THE OWNER SHALL BE THE SOLE JUDGE OF 5UITA51LITY OF G& DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED THESE SALVAGED ITEMS FOR REUSE IN THE WORK. AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. O, REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY SCHEDULED, WILL BE AT THE SOLE DISCRETION OF THE G-1 ALL CONSTRUCTION SHALL BE IN 5TRICT COMPLIANCE WITH ALL OWNER IN NO CASE SHALL SALVAGED MATERIALS BE APPLICABLE CODES AND STANDARDS. INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM REQUIREMENTS OF STATE AND LOCAL CODES AND REGULATIONS. G8 DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDi=WALKS, ETC UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED. -t. It 15 NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN DEMOLITION WORK. MECHANICAL, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR G9 WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION BE PERFORMED WHETHER 50 NOTED OR NOT. WHERE SYSTEMS EXISTING WALL SUBSTRATES ARE TO 13E REMOVED, ALL RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE, G10 ALL WORK SHALL BE PERFORMED t0 THE HIGHEST INDUSTRY P.O.S., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS, STANDARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE ETC. SHALL PE PROTECTED AND WHERE REQUIRED, BE INSTALLED PER MANUFACTURER5 WRITTEN INSTRUCTIONS. REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL TRADE PUBLICATIONS. OR PLUMPING ITEM5 ARE RUN EXPOSED ON WALL SURFACE, CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BA5f5. TO CONCEAL THE ITEMS. S. DEMOLITION PLANS SHALL BE COORDINATED WITH G12 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION DRAWINGS FOR NEW CONSTRUCTION 50 THAT THE EXACT OF ACCESSORIES. BOUNDARIES OF SPECIFIC DEMOLITION MAY BE DETERMINED. G13 INTERIOR FINISH MATERIALS SHALL CONFORM To THE LOCAL 9. PATCH/REPAIR/REFINISH ALL SURFACES EXPOSED BY PUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD DEMOLITION WORK TO MATCH AND ALIGN WITH EXISTING CLASSIFICATIONS, ADJACENT SURFACES SCHEDULED TO REMAIN, AND G14 NO A5BE5T05 MATERIALS SHALL BE ALLOWED ON IN THE WORK WCR< PREPARED TORECEIVE NEW FINISHES 5PEGIFTEDW SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL SURFACES REQUIRED TO RENDER 5Uf35TRATE5 ACCEPTABLE G15 NO STAPLES SHALL BE UTILIZED IN FASTENING ANY FRAMING TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE OR SHEATHING MEMBER. WITH MANUFACTURER'5 WRITTEN RECOMMENDATIONS. G1& THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED BELOW IN 10. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET STRUCTURAL SUPPORTS AND 5RACING FOR THE ADJACENT SHALL RE VOID — CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED Gil ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES PLACE AND ABLE TO SUP ORT IMPOSED LOADS. SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK. 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL CONDUIT, WIRING PDXES, SWITCHES, ETC. PLUMBING AND G18 GC SHALL VERIFY ALL HIDDEN CONDITIONS AS THE DEMO.WORK. PIPING, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, PROGRESSES AND SHALL 5HAR FULL RESPONSIBILITY FOR PIPING ETC. AS REQUIRED. COORDINATING THE WORK AGAINST THOSE HIDDEN CONDITIONS ALL INFORMATION CONTAINED WITHIN THE DRAWINGS IS SUBJECT TO CHANGES PRIOR TO ISSUE OF ALL LEG=ALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE FOR CONSTRUCTION" BY THE ARGHITEGT, DEVELOPER / OI1RdER 5Pi=CIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER TH15 PROJECT AND SHALL 5ECURE'I ANY ALL PERMITS FROM ANY AND ALL AC-,ENCIES CLAIMING JURISDICTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIAT31-E DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED F5Y ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJ=cT. THE ARCHITECT SHALL NOT BE RE5PON5I5LE OR LIABLE FOR ANY WORK PERFORMED BY UNLICENSED ENTITIES. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDIC'T'ION OVER THIS PROJECT. OWNERS REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENT5 AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENT5 THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OMISSIONS ON THESE DRAWINGS THAT ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PERMITS THE ARCHITECT 5HAL1- HAVE NO RESPONSIBILITY, OR LIABILITY WITH RESPECT THE DESIGN, CONSTRUCTION, OR ERECTION, OF ANY PRE-ENGINNEREINEG METAL BUILDING, CANOPY, OR SHED STRUCTURE AND ITS ASSOCIATED FOUNDATION(S). THE ENGINEER SIGNING AND SEALING ANY SUCH DRAWINGS FOR SUCH BUIL DINGS OR STRUCTURES (DETACHED OR ATTACHED) A550CIATED WITH TH15 PROJECT SHALL ACCEPT ALL RESPONSIBILITY AS DEEMED APPROPRIATE BY THE I ICPN51NG 30ARD OF ENGINEERS FOR THE STATE OF FLORIDA. THE GENERAL CONTRACTOR 5HAL L SUBMIT PE SIGNED AND 5EALE1:) SITE SPECIFIC DRAWINGS SHOWING THE ACTUAL LENGTH, WIDTH, DEPTH, 4 HEIGHT OF SUCH STRUCTURES INCLUDING LOCATION AND SIZES OF ,ALL OPENING, COLUMNS, ETC PRIOR To START OF SUCH 6TRUCTURE5 OR FOUNDATIONS. 5UGH DRAWINGS SHALL INCLUDE ALL A550CIATED FLORIDA PRODUCT APPROVAL OR NOTICE OF ACCEPTANCE FOR ITEMS REQUIRING SAME. THE GENERAL CONTRACTOR SHALL ATTACH THE FLORIDA PRODUCT APPROVAL CERTIFICATE, NOTICE OF ACCEPTANCE, OR THE REVISION NUMBER REQUIRED BUILDING DEPT FORM INDICATING THE NOA/FPA NUM5ER5 TO THE FACE OF TH15 DOCUMENT PRIOR TO SUBMITTAL TO THE BLDG FOR ALL DOORS, WINDOWS, AND OTHER SUCH ITEMS REQUIRED TO HAVE A NOA/FPA SY CODE. GC SHALL ALSO TRANSMIT SAME TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO START OF ANY CONSTRUCTION. i THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED IN THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET SHALL BE VOID 5 x IN ALT ALTERNATE/ALTERNATIVE ACI AMERICAN CONCRETE INSTITUTE A15C AMERICAN INSTITUTE OF STEEL CON5TRUCTION A151 AMERICAN IRON AND STEEL IN5TITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AT ALL THREAD (BOLT) AWS AMERICAN WELDING SOCIETY A5 ANCHOR E30LTS ARCH ARCHITECTURE/ARCHITECTURAL PP E345E PLATE/BEARING PLATE G BEAMING CLK CLOCK 13/W BETWEEN TTOM OF BLDG GUILD INCE BTJ BOLTED TIE JOIST CANT CANTILEVER CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE CP CONCRETE BEAM CC CONCRETE COLUMN CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONNX CONNECTION CONST CONSTRUCTION C5 J CONSTRUCTION JOINT C J CONTRACTION JOINT / CONTROL JOINT DET DETAIL DEPT DEPARTMENT DI=T DRY FILM THICKNESS DIA DIAMETER DIM D IMEN510N DIST D 1 STANCE DN DOWN DR DRAIN PWG DRAWING EA EACH OR EXPANSION ANCHOR EE EACH END EF EACH FACE EW EACH WAY EL ELEVATION EMP EMBEDMENT ENGR ENGINEER ES EACH SIDE EXIST EXISTING EXT EXTERIOR F V FIELD VERIFY F F FINISHED FLOOR FLR FLOOR F D FLOOR DRAIN FTG FOOTING GA GAGE/GAUGE GALV GALVANIz1=D G C GENERAL CONTRACTOR GLU—LAM GLUE LAMINATED G.N. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS I > HT HE IGHT > HORIZ R Z HO I ONTA J7 JORIOR JST J015T LGTH LENGTH LLH LONG LEG HORIZONTAL 1 LV LONG LEG VERTICAL — MANUF MANUFACTURE /MANUFACTURER M B MASONRY BEAM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM M15C MISCELLANEOUS MO MASONRY OPENING MTL METAL I C NOT IN CONTRACT RECORD COPY OM NOMINAL N T 5 NOT TO SCALE N W T NORMAL WEIGH TOPPING O G ON CENTER OPNG OPENING OFF OPPOSITE PL PLATE PLY PLYWOOD P5 F POUNDS PER SQUARE FOOT P 5 1 POUNDS PER 5QUARE INCH P C PRECAST CONCRETE PRE—ENG PRE—ENGINEERED PREFAB PREFABRICATED REVIEWED POR CODE COMPLIANCE PROJ PROJECTION PT PRESSURE TREATED PW PANEL WIDTH PLANS EXAMINER REE REFERENCE q l(l '/ RE INF REINFORCING DATE R C P REINFORCED CONCRETE PIPE READ REQUIRED R W RETAINING WALL R D ROOF DRAIN SCHED SCHEDULE SIM SIMILAR SPG SPACE/SPACES S/�►NFpRD QUILDIN�pIV1510N SPECS SPECIFICATIONS SQ SQUARE SHALL BE CONSTRUED TO BEA 5 A STUD ANCHOR -,F rO PRO('FFr) WITH THE WORK AND NOT AS S S STAINLESS STEEL 'PIN rO v£(:)I}\TE, CANCEL, ALTER OR SET STD I y OF THE STANDARD ')R HALL ISSUANCE OF A PERMIT PREVENT 5TL STEEL "JILDINO 04I0i%t. FROM THEREAFTER STRUG STRUCTURAL IG A CORRECTION OF ERRORS IN PLANS, SYM SYMMETRICAL CONSTRUCTION OR VIOLATIONS OF THIS CODE SF STEPPED FOOTING THK THICK TND THREAD/THREADED T C TIE BEAM T 4 B TOP AND BOTTOM T 4 G TONGUE AND GROOVE T.O.G. TOP OF CONCRETE T.O.PL, TOP OF PLATE T.O.S. TOP OF STEEL TYP TYPICAL T5 TUBE STEEL � � � � 7 0 2 UNO UNLE55 NOTED OTHERWISE CANI'F-- VOL USO UNLESS SHOWN OTHERWISE VERT VERTICAL VOLUME VIF VERIFY IN FIELD PRIOR TO CONSTRUCTIONVWO VERIFY WITH OWNER - OR GC W F WALL FOOTING WP WATERPROOF W W F WELDED WIRE FAE3RIC W H WEEP HOLE WT WEIGHT W F WIDE FLANGE W/ WITH W / O WITHOUT WD WOOD W P WORKING POINT U MIOO HVAC PLAN, SPECS, DETAILS I coo I P100 PLUMBING PLAN, SPECS, DETAILS w EI00 ELECTRICAL PLAN, SPECS, DETAILS Nw;in THE ARCHITECT 5HAL1- HAVE NO RESPONSIBILITY, OR LIABILITY WITH RESPECT THE DESIGN, CONSTRUCTION, OR ERECTION, OF ANY PRE-ENGINNEREINEG METAL BUILDING, CANOPY, OR SHED STRUCTURE AND ITS ASSOCIATED FOUNDATION(S). THE ENGINEER SIGNING AND SEALING ANY SUCH DRAWINGS FOR SUCH BUIL DINGS OR STRUCTURES (DETACHED OR ATTACHED) A550CIATED WITH TH15 PROJECT SHALL ACCEPT ALL RESPONSIBILITY AS DEEMED APPROPRIATE BY THE I ICPN51NG 30ARD OF ENGINEERS FOR THE STATE OF FLORIDA. THE GENERAL CONTRACTOR 5HAL L SUBMIT PE SIGNED AND 5EALE1:) SITE SPECIFIC DRAWINGS SHOWING THE ACTUAL LENGTH, WIDTH, DEPTH, 4 HEIGHT OF SUCH STRUCTURES INCLUDING LOCATION AND SIZES OF ,ALL OPENING, COLUMNS, ETC PRIOR To START OF SUCH 6TRUCTURE5 OR FOUNDATIONS. 5UGH DRAWINGS SHALL INCLUDE ALL A550CIATED FLORIDA PRODUCT APPROVAL OR NOTICE OF ACCEPTANCE FOR ITEMS REQUIRING SAME. THE GENERAL CONTRACTOR SHALL ATTACH THE FLORIDA PRODUCT APPROVAL CERTIFICATE, NOTICE OF ACCEPTANCE, OR THE REVISION NUMBER REQUIRED BUILDING DEPT FORM INDICATING THE NOA/FPA NUM5ER5 TO THE FACE OF TH15 DOCUMENT PRIOR TO SUBMITTAL TO THE BLDG FOR ALL DOORS, WINDOWS, AND OTHER SUCH ITEMS REQUIRED TO HAVE A NOA/FPA SY CODE. GC SHALL ALSO TRANSMIT SAME TO THE ARCHITECT FOR FINAL REVIEW PRIOR TO START OF ANY CONSTRUCTION. i THIS SET OF DRAWINGS SHALL CONTAIN ALL SHEETS LISTED IN THE INDEX TO DRAWINGS WHEN SUBMITTED TO ANY AND ALL GOVERNMENT AGENCIES HAVING JURISDICTION OTHERWISE THIS SET SHALL BE VOID 5 x IN ALT ALTERNATE/ALTERNATIVE ACI AMERICAN CONCRETE INSTITUTE A15C AMERICAN INSTITUTE OF STEEL CON5TRUCTION A151 AMERICAN IRON AND STEEL IN5TITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AT ALL THREAD (BOLT) AWS AMERICAN WELDING SOCIETY A5 ANCHOR E30LTS ARCH ARCHITECTURE/ARCHITECTURAL PP E345E PLATE/BEARING PLATE G BEAMING CLK CLOCK 13/W BETWEEN TTOM OF BLDG GUILD INCE BTJ BOLTED TIE JOIST CANT CANTILEVER CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE CP CONCRETE BEAM CC CONCRETE COLUMN CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONNX CONNECTION CONST CONSTRUCTION C5 J CONSTRUCTION JOINT C J CONTRACTION JOINT / CONTROL JOINT DET DETAIL DEPT DEPARTMENT DI=T DRY FILM THICKNESS DIA DIAMETER DIM D IMEN510N DIST D 1 STANCE DN DOWN DR DRAIN PWG DRAWING EA EACH OR EXPANSION ANCHOR EE EACH END EF EACH FACE EW EACH WAY EL ELEVATION EMP EMBEDMENT ENGR ENGINEER ES EACH SIDE EXIST EXISTING EXT EXTERIOR F V FIELD VERIFY F F FINISHED FLOOR FLR FLOOR F D FLOOR DRAIN FTG FOOTING GA GAGE/GAUGE GALV GALVANIz1=D G C GENERAL CONTRACTOR GLU—LAM GLUE LAMINATED G.N. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS I > HT HE IGHT > HORIZ R Z HO I ONTA J7 JORIOR JST J015T LGTH LENGTH LLH LONG LEG HORIZONTAL 1 LV LONG LEG VERTICAL — MANUF MANUFACTURE /MANUFACTURER M B MASONRY BEAM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM M15C MISCELLANEOUS MO MASONRY OPENING MTL METAL I C NOT IN CONTRACT RECORD COPY OM NOMINAL N T 5 NOT TO SCALE N W T NORMAL WEIGH TOPPING O G ON CENTER OPNG OPENING OFF OPPOSITE PL PLATE PLY PLYWOOD P5 F POUNDS PER SQUARE FOOT P 5 1 POUNDS PER 5QUARE INCH P C PRECAST CONCRETE PRE—ENG PRE—ENGINEERED PREFAB PREFABRICATED REVIEWED POR CODE COMPLIANCE PROJ PROJECTION PT PRESSURE TREATED PW PANEL WIDTH PLANS EXAMINER REE REFERENCE q l(l '/ RE INF REINFORCING DATE R C P REINFORCED CONCRETE PIPE READ REQUIRED R W RETAINING WALL R D ROOF DRAIN SCHED SCHEDULE SIM SIMILAR SPG SPACE/SPACES S/�►NFpRD QUILDIN�pIV1510N SPECS SPECIFICATIONS SQ SQUARE SHALL BE CONSTRUED TO BEA 5 A STUD ANCHOR -,F rO PRO('FFr) WITH THE WORK AND NOT AS S S STAINLESS STEEL 'PIN rO v£(:)I}\TE, CANCEL, ALTER OR SET STD I y OF THE STANDARD ')R HALL ISSUANCE OF A PERMIT PREVENT 5TL STEEL "JILDINO 04I0i%t. FROM THEREAFTER STRUG STRUCTURAL IG A CORRECTION OF ERRORS IN PLANS, SYM SYMMETRICAL CONSTRUCTION OR VIOLATIONS OF THIS CODE SF STEPPED FOOTING THK THICK TND THREAD/THREADED T C TIE BEAM T 4 B TOP AND BOTTOM T 4 G TONGUE AND GROOVE T.O.G. TOP OF CONCRETE T.O.PL, TOP OF PLATE T.O.S. TOP OF STEEL TYP TYPICAL T5 TUBE STEEL � � � � 7 0 2 UNO UNLE55 NOTED OTHERWISE CANI'F-- VOL USO UNLESS SHOWN OTHERWISE VERT VERTICAL VOLUME VIF VERIFY IN FIELD PRIOR TO CONSTRUCTIONVWO VERIFY WITH OWNER - OR GC W F WALL FOOTING WP WATERPROOF W W F WELDED WIRE FAE3RIC W H WEEP HOLE WT WEIGHT W F WIDE FLANGE W/ WITH W / O WITHOUT WD WOOD W P WORKING POINT U N H coo d w Nw;in hqDIP-, P- o� I W A 4 ANTHONY E. EVEN AB0009781 LL .j -j® Lu W CC 000 40LL mmz LLA wa m m U) RE VISIONS 0 0 0 0 0 0 A z 0 x 0 z cl a 4 LLj I® w LU 0 PROJ IC:1-1-0o4 DATE': 1-22-18 THESE DRAIIINGS A" COPY- RIGHTED BY EDESIGN MANAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR NHICH THEY HERE PREPARED. REPRODUCTIONS, CHANGES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CHECK: AE 1 I D3 D3 D6 I r 1�EM0 FLOOR FLAN o Scale: '44"=1'-O" DI D3EMO EXTERIOR DOOR AND FRAME D2 DEMO INTERIOR DOOR AND FRAME D3 DEMO WINDOW D4 DEMO NLS (VIF) WOOD FRAME ILIAL D5 DEMO WINDOW AND WALL BELOW FOR NE DOOR D(o DEMO PORTION OF WALL FOR NEI) DOOR PROVIDE MIN 2-2X8 HEADER APOVE. SEE FRAME OPENING DETAIL SHEET 510x0 Dl DEMO CONCRETE 5TEP5 5EE DEMO NOTE5 5HEET AOOI ti N E•: � � W v w h^U ��o m En REVISIONS 0 3-5-18 Q CITY COMM 0 0 0 0 0 P.ROJ NO.: Il -064 DATE: 1 -22 -IS THESE ORAAINGS ARB COPY- RICHTED DY EDESIGN M&NAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE US$ OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY ITERS PREPARED, REPROBUCTIONS, CHANGES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CHECK. AE Q NEW 5HEET z U U) z O w nw. tr 0 Q _w 1; ?Z iW J �w Qw :r - ;m 1/T ;g 18 LL 0. I� s 1 : i� 100 MSK CATEGORY 11 ULTIMATE WIND SPEED IS 139 MPH ?A1=ETI' GLAZINGREQUIREMENTSBASIC WIND SPEED fS isD8 MPH WIND IMPORTANCE FACTOR IS 1 THE GENERAL CONTRACTOR SHALL ENSURE AND BE RESPONSIPLE FOR COMPLIANCE WITH ALL SAFETY GLAZING REQUIREMENTS OF ALL CODES, EXPOSURE CATEGORY B R30a.4 HAZARDOUS LOCATIONS. THE INTERNAL PRESSURE COEFFICIENT IS 0.18 (ENCLOSED THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH 8308.4.1 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. R30a.4.1 GLAZING IN DOORS. THIS BUILDING HAS BEEN DESIGNED TO MEET GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD OR EXCEED THE REQUIREMENTS OF SECTION 1609 DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. OF THE 2011 6TH EDITION OF THE FLA BUILDING CODE - B AND A5CE 1-10 AT 139 MPH 3 5EC GUST WIND SPEED. EXCEPTIONS: I. GLAZED OPENINGS OF A 51ZE THROUGH WHICH A 3 -INCH -DIAMETER (1(o MM) SPHERE IS UNABLE TO PASS, 2, DECORATIVE GLAZING. Ai_!- IN r-r-3mi yr imia DOCUMENT, MISC ITEMS SHOWN IN CONFLICT TO CODE 4 R30a.4.2 GLAZING ADJACENT DOORS. MISC ITEM NOT SHOWN SHALL BE BUILT TO CODE. BY GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR STARTING AND WORKING ON THI5 PROJECT CONTRACTOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24 -INCH (610 MM) OR OWIJNER E3UILDER SPECIFICALLY ACKNOWLEDGE THAT ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THEY HAVE READ AND UNDERSTAND ALL CODES AND THE BOTTOM EXP05ED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES (1524 MM) SHALL CONSTRUCT THE PROJECT TO CODE. AE30VE THE FLOOR OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 8404.1 LIGHTING EQUIPMENT (MANDATORY). EXCEPTIONS: A MINIMUM OF 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 15 I. DECORATIVE GLAZING. PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER E3ETWEEN THE DOOR AND THE GLAZING. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED t0 UTILIZE HIGH -EFFICIENCY LAMPS. 3. GLAZING IN WALL$ ON THE LATCH 51DE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET 0914 MM) OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R30a.4.3. °t 5. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. R30a.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN'5 SQUARE FEET (0.53(0 M2 )± /-GD PLAN KEPI' NOTES 1. METAL THOLD REQUIRED 2. NEW CONCRETE STOOP AND STEPS WITH NEW FOOTING SEE STRUCTURAL 3, MEANS OF EGRE65, 4. NA 5. NA 6, NA 1. 4'X4' CONC PAD VERIFY WITH HVAC SUB EXACT SIZE a. NU 9. SLOPE 61-AI3 MIN 1/4" PER FOOT 10. NU 11. FINAL CA13INF-T AND COUNTERTOP DESIGN E3Y OTHERS 12, NA 13. NA 14. UNFRAMED MIRROR TO MATCH VANITY WIDTH. FINAL SELE=CTION 5Y 15UILDER 15. CERAMIC TILE TUB / SHOUTER SURROUND TO V-0" 16. VINYL FACED CEMENT E30ARD AT TUE3 4 SHOWER SURROUND 11. NOT USED IS. NA 19. PROVIDE 240 MIL PVC LINER TO 6" AFF AT SHOUTER 20, WATER HEATER WITH PVC PAN 21. NA 22. NU 23. NU 24. NU 25. WOOD RETURN AIR PLATFORM. VERIFY MIN 51ZE 4 HEIGHT WITH HVAC 6U13 26. NA 21, NA 2a. 311/7" MIN STEP AT DOOR 29, NA 30. WATER HEATER 31. AIR HANDLING UNIT 32. CONDENSING UNIT ON CONCRETE 5LAB, SEE DETAIL FOR HOLD DOWN 33. 42" HIGH X 12" WIDE HIGH COUNTER, PROVIDE PARTIAL HEIGHT 2X4 WALL BELOW 34, 311/7" FG SOUND/ R-13 MIN THERMAL BATT INSULATION IN WALL 35. 16" X 24" DRYER VENT RECF-55 AND METAL SHROUD 36. NA 31. NA RAIL SHALL BE CAPABLE OF UIITHSTANDINCr A HORIZO TALL O-�� PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 139 MPH 139 MPH 139 MPH 139 MPH 139 MPH 0 TO 999 5F 9.99 TO 19.99 SF 20 TO 49.99 SF 50 TO 99.996F 100 6F TO 500 6P 11/2 INCHES (3a MM) IN CROSS SECTIONAL HEIGHT. ZONE 5 ZONE 5 ZONE 5 ZONE 5 ZONE 5 24EH (L size SPI I olze 6F elza SF r6lze SPI olza 6PI 139 MFIH 353 . 33.1 ' 31.6 _300 - 26.3 9.99 TO 19.99 SF 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED 41a 440 398 36.7 293 1ZONE 4 36X582 ( 620 MM) R MORE PANELS WHEN THE E30TTOh'I EDGE OF THE GLASS 15 25 FEET 1 O AE30VE GRADE, A ROOF, WALKING SUF'.FACES OR OTHER HORIZONTAL 3i4W.U{THIN 45 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (4571 MM) ABOVE THE DEGREES (0,19 RAD) OF HORIZONTAL1ia SURFACE ADJACENT TO THE GLASS EXTERIOR. 8305.4.4 GLAZING IN GUARDS AND RAILINGS. FV= FULL VISION. FR= FRENCH 10 OR a LITE. (oP= 6 PANEL COLONIAL GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND FLOOR+ NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A la w WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. LAYERS/ITEMS. R305.4.5 GLAZING AND WET 5URFACE6. HM = HOLLOW METAL GLAZING IN WALL5, ENCL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS, 33.1 SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 6HOWER5 AND INDOOR OR VERIFY SUBSNEATNING ' 23 361 SEE DEMO PLAN SHEET DIOO. OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 ALL IN DOORS ARE TO BE PREHUNG IN WOOD FRAME UNO 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES (914 MM) ABDVE THE VERIFY VAPOR BARRIER BEHIND EXISTING TI -11 WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL ALL GLAZING IN EXT DOORS SHALL BE INSULATED AND TEETERED INSTALL NEW TYVEK VB UP BEHIND EXISTING VB AND TAPE FLOOR± AND EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES 0524 MM), MEASURED AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, ALL DOORS ARE 6'-a" HIGH UNO WHIRLPOOL, OR SWIMMING POOL. NEATLY 501 CUT EXISTING SHEATHING CAULK JOINT R30a.4.6 GLAZING ADJACENT STAIRS AND RAMPS. DOOR SIZES GIVEN IN FEET AND INCHES 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES ON4 MM), MEASURED INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF 286a MEANS 2'-a" X 6'-8" NEW MIN 15/32 TI -11 OVER I LAYER TYVEK HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. CONSIDERED A HAZARDOUS LOCATION. (MATCH GROVES ABOVE) EXCEPTIONS: WINDOW SIZES ARE COMMODITY SIZED UNO (M -MODULAR) 1. WHEN A RAIL 15 INSTALLED ON THE ACCE5815LE SIDE(S) OF THE GLAZING 34 TO 35 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE 3" HIGH MIN DOUBLE 26 FLASHING. BOTTOM OF CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT PLYWOOD SHALL NOT BE EXPOSED (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11/2 INCHES (3a ALL WINDOWS ARE OPERABLE SINGLE HUNG 2 PANE INSULATED UNO MM) IN CROSS SECTIONAL HEIGHT. EXCEPTIONS: 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. ALL EXTERIOR VISION DOORS SHALL MEET ENERGY CODE MIN R VALUE 1. DECORATIVE GLAZING, 139 MPH 0 TO 9.99 sF 139 MPH 139 MPH 9.99 TO 19.99 6F 20 TO 49.99 6F 139 MPH 50 TO 99.99 5F 139 MPH 100 6F TO 500 6P VERIFY ALL FLOOR FINISHES 4 EXTENTS PRIOR TO START OF WORK 2, WHEN A HORIZONTAL RAIL 15 INSTALLED ON THE ACCE5515LE 51DE(5) OF THE ZONE 4 ows sr- 35.3 ZONE 4 033,P1 ZONE 4 eiza 3F 316 ZONE 4 olza 81 30m ZONE 4 olza Sp 26.3GLAZING VE=RIFY ALL SHELVING CONFIGURATION PRIOR TO START OF WORK 34 TO 3a INCHES (064 TO 965 MM) ABOVE THE WALKING SURFACE. THE 38a 34b - 330 -293 VERIFY ALL WINDOW RO DIMENSIONS 4 SIZE=S NOAD F 50 POUNDS RAIL SHALL BE CAPABLE OF UIITHSTANDINCr A HORIZO TALL O-�� PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 139 MPH 139 MPH 139 MPH 139 MPH 139 MPH 0 TO 999 5F 9.99 TO 19.99 SF 20 TO 49.99 SF 50 TO 99.996F 100 6F TO 500 6P 11/2 INCHES (3a MM) IN CROSS SECTIONAL HEIGHT. ZONE 5 ZONE 5 ZONE 5 ZONE 5 ZONE 5 24EH (L size SPI I olze 6F elza SF r6lze SPI olza 6PI 139 MFIH 353 . 33.1 ' 31.6 _300 - 26.3 9.99 TO 19.99 SF 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED 41a 440 398 36.7 293 1ZONE 4 36X582 ( 620 MM) R MORE PANELS WHEN THE E30TTOh'I EDGE OF THE GLASS 15 25 FEET 1 O AE30VE GRADE, A ROOF, WALKING SUF'.FACES OR OTHER HORIZONTAL 3i4W.U{THIN 45 DEGREES (0,19 RAD) OF HORIZONTAL1ia SURFACE ADJACENT TO THE GLASS EXTERIOR. 8305.4.4 GLAZING IN GUARDS AND RAILINGS. TURNED OFF / REMOVED ALL DEMO GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND 2 I NONSTRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A la w WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. LAYERS/ITEMS. R305.4.5 GLAZING AND WET 5URFACE6. GLAZING IN WALL5, ENCL05URE5 OR FENCES CONTAINING OR FACING HOT TUBS, 33.1 SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, 6HOWER5 AND INDOOR OR VERIFY SUBSNEATNING ' 23 361 SEE DEMO PLAN SHEET DIOO. OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 ( ( (DEMO NOTES THI5 SHEET REMAIN LESS THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR VERIFY VAPOR BARRIER BEHIND EXISTING TI -11 WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY t0 SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. INSTALL NEW TYVEK VB UP BEHIND EXISTING VB AND TAPE EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES 0524 MM), MEASURED AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL. NEATLY 501 CUT EXISTING SHEATHING CAULK JOINT R30a.4.6 GLAZING ADJACENT STAIRS AND RAMPS. GLAZING WHERE THE E30TTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE NEW MIN 15/32 TI -11 OVER I LAYER TYVEK CONSIDERED A HAZARDOUS LOCATION. (MATCH GROVES ABOVE) EXCEPTIONS: 1. WHEN A RAIL 15 INSTALLED ON THE ACCE5815LE SIDE(S) OF THE GLAZING 34 TO 35 INCHES (864 TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE 3" HIGH MIN DOUBLE 26 FLASHING. BOTTOM OF CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT PLYWOOD SHALL NOT BE EXPOSED (130 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11/2 INCHES (3a MM) IN CROSS SECTIONAL HEIGHT. EXISTING PIER FOOTING 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. R30a.4.1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING-: AT THE BOTTOM OF A STAIRWAY WHERE THE -s WOOD FRAME WALL :� WOOD FLOOR GLAZING 15 LE55 THAN 3(o INCHES 0914 MM) ABOVE THE LANDING AND WITHIN 60 TYF I CAL. 5 I D I NG Rf PA I R DETAIL INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 13 PROTECTED BY A GUARD COMPLYING WITH SECTION 8312 AND THE PLANE OF THE GLASS 15 MORE THAN la INCHES (451 MM) FROM THE GUARD, PROJECT SHALL COMPLY WITH Fi3c 2014 5TH ED- ENERGY CONSERVATION- SECTIONS R402.4, R403.1.1, R403.1.3, R403.2.2, R403.2.3, R403.4.3, R403.4,4, R54 03.5, R403.(o, 8404.1, AND R404.1.1 (REFERRED TO AS THE MANDATORY PROVISIONS) THE BUILDER SHALL PROVIDE A PERFORMANCE E3A5ED ENERGY CALCULATION FE3C ENERGY CONSERVATION S/S R405, IRRESPECTIVE OF INSULATION VALUES SHOWN ON THE DRAWINGB. THI5 PROJECT DOES NOT QUALIFY FOR PRESCRIPTIVE COMPLIANCE SECTIONS OF THE FE3C ENERGY CONSERVATION MISC GENERAL NOTES: 3 NA I "If water based celllnQ texture material Is used, provide 1/2" Gypsum board for 16" o.c, framin!�], or 5/a" Gypsum board For 24" o.c. framing. Note I/2" Sag -Resistant Gypsum board may be used I.L.Q. of 5/a" Gypsum. 5/8" Type "X" Gypsum board must be Installed on Garage ceiling beneath habitable room(:). 4 Bathroom Exhaust Fans must vent to the Exterior of the Bulld1ng, exhaust to attic 2 NA space and soffits Is NOT acceptable Scale: 314"=1'-0" 33.'7 -36.1 22 5 139 MPH H33 0T09.998F "-3e,2 252X378 F2-1---- r 139 MPH �� \ 9ZONE 19.99W 99- `41 E H ( L 15 6F 33.1 36X582 36.1 2 5-t-- 22 t1 22 32 I✓ WALL. TYPE L.EC3END C� EXISTING 2X4 WALL WITH WOOD SIDING NEW 2X4 m 1-4" OC LOAD BEARING INFILL FRAME WALL WITH 11/2" GWu13 INSIDE- 15/32 51.15 SHEATHING TYVEK VES, AND 15/32" CDX T -II OUTSIDE. SCREW PERIMETER PLATES TO EXISTING STUD/HEADER W1 014X4" WOOD SCREWS PROVIDE R-13 BATT INSULATION USE 6YF102 FOR STUDS, BOTTOM AND PERIMETER PLATE. ® NEW 2X4 t+ 2'-0" OC FRAME WALL WITH 11/2" GW.UB UNO EACH 51DE TO CEILING SEE TAG NOTE- SEE TYP WALL SECTION C -------U demo 2X4 Q 2'-0" OC FRAME WALL PROVIDE 1/2" MOISTURE RESISTANT (MR) GW,UB OR 1'/2 "CEMENT BOARD WHERE NOTE=D PROVIDE BLOCK FILLER ON ALL INTERIOR EXPOSED BLOCK WALL BEFORE PAINTING PROVIDE MIN 2 LAYERS OF PAINT ON ALL WOOD TRIM SURFACES PROVIDE KNOCK DOWN FINISH AND MIN 2 LAYERS PAINT ON ALL CEILINGS PROVIDE ORANGE PEEL SPRAY AND MIN 2 LAYERS PAINT ON ALL WALLS 1 Qu, 2- 2 31 AS H B MASTER 9 2668 BEDRQW 4 25 5068 F 226$ 2668 r -------- 0 ----- O ---- --------- 1868 j 19 cv 1 KITCHEN'` I � 4 BATH 2 14 2868 21 2668 14 14 BEDROOM 2 FAMIL =l(V r W-102 -102" 9 SF 12 C XX 266 GENERAL SCOPE OF WORK KEY NOTES I✓ UNE Y I Al 1� I. DEMO STOOP 2. DEMO EXT DOOR -WALL UP OPENING IN MATCH ADJ WALLS 3. DEMO WINDOW - PREP OPENING FOR NEW WINDOW, AND INSTALL NEW WINDOW 22 4. NEW PH INT DOOR 15 5. NEW WAC 6, NEW LAV 2868 35 1. NEW VANITY CABINET a. NEW SHOWER 3 20 9, NEW AC 10. NEW KITCHEN BASE AND WALL CABINETS, 528X37811. COUNTERTOPS NEW TILE FLOORING THROUGHOUT 4 10` 12. DEMO DOOR/ FRAME AND PROVIDE NEW REAR �3 DOOR AND FRAME -"""-- 139 MPH 13. NEW STOOP rk0 9.99 TO 19.99 5T4 DEMO INT WALL - ZONE15. DEMO INT WINDOW AND WALL BELOW- CREATE 33.1 CASED OPENING W 16, WALL UP OPENING TO MATCH ADJ 11. NEW WASHER DRYER HOOK UP - 10 la. NEW ELEC PANEL 19, DEMO INT DOOR AND WALL UP TO MATCH ADJ \GDL WALLS 20, NEW KIT SINK AND DISP 21. REFRIG LOCATION 22. NEW ROD AND SHELF AND OR SHELVING/WALL 11 CABS, FINAL DESIGN BY BUILDER 23. NEW 4X4 P05T FOR NEW COVERED ENTRY ROOF 24. NEW RAILING REQUIRED WHERE 3 OR MORE NEW RISER ARE CONSTRUCTED M 25. NEW EXTERIOR DOOR 13'-1" m L_J 5-C 06813E OOV 15 ----------------- . 16 266$ 4 1, � L_J 11'-22" I BEDROO ' I 6r 2 I �a 40686F 3068 \\ I L!_[--- 23 O139 MPH 3;6X37 NE 95.99 SF 8 9 SF 393 41a i I `t 23 IScale: 114"-1' -0° zi 23 36X37$ 139 MPH 9.99 TO 19.99 £vF ZONE 4 TURNED OFF / REMOVED ALL DEMO m �M 2 I Gy la w Qat �o LAYERS/ITEMS. q 33.1 ' 23 361 SEE DEMO PLAN SHEET DIOO. 36X37g ( ( (DEMO NOTES THI5 SHEET REMAIN FOR COORDIANTION PURI -05F-5). 25 139 MPH 20 Tv 49.99 SF 20 eF LIVING AREA im + = I I TOTAL __ 23 2 962 SF 962 SF U W m �M 2 I Gy I Qat �o 'o q x Ig/.Ei(!is•N ARoao97a1 REVISIONS Ai 3-5-1a 0 CITY COMM 0 0 0 PROD N0.:11-064 DATE: 1-22-15 THESE BRA NINGS AM COPY- RIGHTID BY SDISIGN MANAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RNSTRICTS THS USI OF TWEE DOCUMENTS TO THS ORIGINAL SITE OR PURPOSE FOR IHICH THEY HERE PREPARED. REPRODUCTIONS, CHANGES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRA WN: AE CIIECK.- AE VARIES 1/2 " CLG BOARD 51MPSON STC W/ 3-5d AT ROOFS SIMPSON HTC4 W/ 9-10d AT FLOORS DO DRIVE NAILS FLUSH TO CONNECTOR AT SLOTS 2X4 CONT Ii2 " CLG BOARD 2X4 5YP-5PF 112 OR BETTER v2'-0" OC Ii2" GWB EA SIDE SOUND AND OR THERMAL BATTS WHERE SHOWN ON PLAN CONT PT 2X4 WITH 1-0.151"0 X 21ia PAF m 2'-0" OG MAX AT 5LA55 OR C012X4 W/ 2-16D TO PLYWOOD FLOORS m 1'-4" OC 1 0'I-0" INT NL5 WALL SECTION Scale: 3/4"=V-011 THE ARCHITECT SHALL HAVE NO LIABILITY TOWARD THE CONTRACTOR OR OWNER WITH RESPECT TO ANY GLAZING THAT IS IN NON COMPLIANCE UNLE55 THE CONTRACTOR PROVIDES A WINDOW, DOOR, AND GLAZING SUBMITTAL TO THE ARCHITECT PRIOR TO START OF ANY CONSTRUCTION. THE SUBMITTAL SHALL INDICATE THE NAME OF THE PROJECT, THE LOCATION ON THE PLAN OF EACH AND EVERY PIECE TO BE INSTALLED, HEIGHT OF SILL AND OPENING ABOVE THE FLOOR FOR EACH PIECE, THE FLOOR LEVEL FOR THE INSTALLATION FOR EACH PIECE, HEIGHT OF SILL ABOVE GRADE FOR EACH PIECE, THE TYPE AND MATERIAL OF THE FRAMES FOR EACH PIECE, THE TYPE OF GLAZING FOR EACH PIECE, THE TYPE OF SAFETY GLAZING FOR EACH PIECE, THE OPERATION OF THE PIECES FOR EACH PIECE (WINDOW, SINGLE HUNG, DOUBLE HUNG, CASEMENT, AWNING ETC, DOOR, SWING, SLIDER ETC, SHOWER ENCLOSURE ETC), THE MANUFACTURER NAME FOR EACH PIECE, THE 5UPPLIER5 NAME AND ADDRESS, THE DATE OF MANUFACTURE OF THE PIECES FOR EACH PIECE, THE PRESSURE RESISTANCE OF EACH PIECE, THE REQUIRED PRESSURE RESISTANCE FOR EACH PIECE, THE METHOD OF INSTALLATIONS FOR EACH PIECE, THE MANUFACTURERS INSTALLATION INSTRUCTIONS FOR EACH PIECE, THE SEALANT TO BE USED ON EXTERIOR FOR EACH PIECE, ANY FLASHING SHOP DRAWINGS TO BE USED WITH THE PIECE FOR EACH PIECE, THE MA50NRY BUCKING METHOD IF APPLICABLE FOR EACH PIECE, AND THE BUCKING FASTENING METHOD SELECTED FOR EACH PIECE. THE SUBMITTAL SHALL HAVE THE GC LICENSEE SIGNATURE INDICATING THAT HE NAS PERSONALLY REVIEWED IT AND THAT IT CONFORMS WITH ALL CODES IN FORCE.. ANY GLAZING ANYWHERE IN THE PROJECT (EVEN IF IN A CABINET DOOR) SHALL BE LISTED WITH AN INDIVIDUAL NUMBER. THIS SUBMITTAL REQUIREMENT 15 MANDATORY AND IF NOT PRESENTED IN A PROPER AND PROFESSIONAL MANNER WILL_ CAUSE THE ARCHITECT TO REJECT R602.2 GENERAL REQUIREMENTS. R602.2.1 CIRC 602.5) FIREBLOCKING REQUIRED. FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11. R602.2.2 CIRC 602.1.3) NONBEARING WALLS. LOAD-BEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NONBEARING WALLS. A SINGLE FLAT 2 -INCH BY 4 -INCH (51 MM BY 102 MM) MEI-IBER MAY BE USED AS A HEADER IN INTERIOR OR EXTERIOR NONBEARING WALLS FOR OPENINGS UP TO S FEET (2438 MM) IN WIDTH IF THE VERTICAL DISTANCE TO THE PARALLEL NAILING SURFACE ABOVE 15 NOT MORE THAN 24 INCHES (610 MM). FOR SUCH NONBEARING HEADERS, NO CRIPPLES OR BLOCKING ARE REQUIRED ABOVE THE HEADER R602.2.2.1 (IRC 602.5) INTERIOR NONBEARING WALLS. INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE CONSTRUCTED WITH 2 -INCH BY 3 -INCH (51 MM BY 16 MM) STUDS SPACED 24 INCHES (610 MM) ON CENTER OR, WHEN NOT PART OF A BRACED WALL LINE, 2 -INCH BY 4 -INCH (51 MM BY 102 MM) FLAT STUDS SPACED AT 16 INCHES (406 MM) ON CENTER INTERIOR NONBEARING WALLS SHALL BE CAPPED WITH AT LEAST A SINGLE TOP PLATE. INTERIOR NONBEARING WALLS SHALL BE FIREBLOCKED IN ACCORDANCE WITH SECTION 8302.11. R60223 (IRC 602.6) DRILLING AND NOTCHING -STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS No MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH (16 MM) TO THE EDGE OF THE STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES 802.23(1) AND R602.2.3(2) (IRC FIGURES Ro02fo(I) AND R(o02.ro(2)). EXCEPTION: USE OF APPROVED STUD SHOES 15 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. :ifs I m m..1 h!. I JJ 3'r'T1 t,,,iJW'NOT EX BORED HOLE -81 EZHALL L, k'01AT_D IN THE$A:°,� sec"11 ON op cur 08 I JUD D rUr) �,ro 1P.I: mrI, To wDCr- 'q 40 PEFoit:F.N T'Arta 1L) DEPTH, THERSTUO. ND NO MOng THAN nivo 3 AIRE DO€ BLEG,+ ,1D 80 FIGURE R602.2.3(I) [IRC FIGURE R602.6(1)] NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS TOP PLAI BORED BOLE MAX. DIAMETER (:U FEROENI OF €STUD DEPTH 510 IN; MIN; `TO EDGE NOTCH MIJUT' NOT EXCEED -10 PERCENT OF S' lYUD DEPTH BORED HOLES SHALL NOT BE i. C CATEO IN THE SAME CROS1 SECTION OF CUT 08 NOTCH I iTUD % IN. MIN, TO EUQE FIGURE R602.2.3(2) [IRC FIGURE R602.6(2)] NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS I 8602-2.3.1 (IRd 602.6.1) DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 INCH THICK (1.37 MM) (16 GA) AND 11/2 INCHES (38 MM) WIDE SHALL BE FASTENED ACRO55 AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LF -65 THAN EIGHT 10D (0.140 INCH DIAMETER) HAVING A MINIMUM LENGTH OF 11/2 INCHES (38 MM) AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE 802.2.3.1 344IRC FIGURE R602.6.1 -11a. EXCEPTION: WHEN THE ENTIRE 511DE OF THE WALL WITH THE NOTCH OR CUT 15 COVERED BY WOOD STRUCTURAL PANEL SHEATHING. Nf7T0H CiREJ1T4 t=`EnQg_ti r OF TI TOP I J)54 IN.) AND 1,5 IN. VVIDE FASTENED ACROa;S AND ITE FIT EACH 8WE 0 FT Hr - H 3-1Od NAILS EACH OE FIGURE R602.2.3.1 [IRC FIGURE R602.6.1] TOP PLATE FRAMING TO ACCOMMODATE PIPING R103.8 FLASHING, APPROVED CORR05ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA -Ill. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH HAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLA5HING5 SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: U. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL- BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL AL50 INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOF-) TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. SECTION 8612 EXTERIOR WINDOWS AND DOORS 8612.1 GENERAL. THIS SECTION PRESCRIBES PERFORMANCE AND CONSTRUCTION REQUIREMENTS FOR EXTERIOR WINDOWS AND DOORS INSTALLED IN WALLS, WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WINDOW AND DOOR OPENINGS SHALL BE FLASHED IN ACCORDANCE WITH SECTION 8103.8. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE FENESTRATION MANUFACTURER 8612.2 PERFORMANCE. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE 8301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TA51-E R301.2(3). FOR TESTING REQUIRED IN SECTIONS 8612.3 AND 8612.5, DESIGN PRESSURES DETERMINED FROM TABLE 8301.2(2) OR ASCE I ARE PERMITTED TO BE MULTIPLIED BY 0.6. 8612.2.1 CUSTOM DOOR5. CUSTOM (ONE -OF -A -KIND) EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED BY AN APPROVED TESTING LABORATORY OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES. R612.3 TESTING AND LABELING. EXTERIOR WINDOWS AND DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED TO INDICATE COMPLIANCE WITH AAMA/ WDMA/GSA 101/1.5.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202). EXTERIOR SIDE -HINGED DOORS SHALL BE TESTED AND LABEL ED AS CONFORMING To AAMA/WDMA/CSA 101/ 1.5.2/A440 OR COMPLY WITH SECTION 8612.5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL, MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. THE FOLLOWING SHALL ALSO BE REQUIRED EITHER ON A PERMANENT LABEL OR ON A TEMPORARY SUPPLEMENTAL LABEL APPLIED BY THE MANUFACTURER: INFORMATION IDENTIFYING THE MANUFACTURER, THE PRODUCT MODEL/5ERIE5 NUMBER, POSITIVE AND NEGATIVE DESIGN PRE55URE RATING, PRODUCT MAXIMUM SIZE, GLAZING THICKNESS, IMPACT -RESISTANCE RATING IF APPLICABLE, FLORIDA PRODUCT APPROVAL NUMBER OR MIAMI -DADS PRODUCT APPROVAL NUMBER, APPLICABLE TEST STANDARD(S), AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI -PAPE PRODUCT APPROVAL. THE LABELS ARE LIMITED TO ONE DESIGN PRESSURE RATING PER REFERENCE STANDARD. THE TEMPORARY SUPPLEMENTAL LABEL SHALL REMAIN ON THE WINDOW OR DOOR UNTIL FINAL APPROVAL BY THE BUILDING OFFICIAL. 8612.5 OTHER EXTERIOR WINDOW AND DOOR ASSEMBLIES. EXTERIOR WINDOWS AND DOOR ASSEMBLIES NOT INCLUDED WITHIN THE SCOPE OF SECTION 8612.3 oR SECTION 8612.4 SHALL BE TESTED IN ACCORDANCE WITH A5TM E 330, GLA55 IN ASSEMBLIES COVERED BY TH15 EXCEPTION SHALL COMPLY WITH SECTION 8308.5 8(o12.6 WIND-BORNE DEBRIS PROTECTION. PROTECTION OF EXTERIOR WINDOWS AND GLA55 DOORS IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL BE IN ACCORDANCE WITH SECTION 8301.2.1.2. 8612.6.1 FENESTRATION TESTING AND LABELING. RESERVED. R012.1 ANCHORAGE METHODS. THE METHODS CITED IN THIS SECTION APPLY ONLY To ANCHORAGE OF WINDOW AND GLASS DOOR ASSEMBLIES TO THE MAIN FORGE -RESISTING SYSTEM. Rro12.­I.I ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. R612.1.2 ANCHORAGE DETAILS. PRODUCTS SHALL BE ANCHORED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS ILLUSTRATED IN FIGURES Rro12.1.20), 8612.12(2), R612.1.2(3), 8612.12(4), R612.12(5), R612.1.2(6), 8612.-I.2(1) AND R&12.12(8). 2(8). 8612.1.2.1 MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WHERE THE WOOD SHIM OR BUCK THICKNESS 15 LF55 THAN 1 1/2 INCHES (38 MM), WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB, OR BY JAMB CLIP AND ANCHORS SHALL BE EMBEDDED DIRECTLY INTO THE MASONRY, CONCRETE OR OTHER SUBSTANTIAL SUBSTRATE MATERIAL. ANCHORS SHALL ADEQUATELY TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME INTO THE ROUGH OPENING SUBSTRATE 3i45EE FIGURES 812.1.2(1) AND R612.1.2(2)-1ia. WHERE THE WOOD SHIM OR BUCK THICKNE65 IS 11/2 INCHES (30 MM) OR MORE, THE BUCK IS SECURELY FASTENED TO THE MASONRY, CONCRETE OR OTHER SUBSTANTIAL SUBSTRATE, AND THE BUCK EXTENDS BEYOND THE INTERIOR FACE OF THE WINDOW OR POOR FRAME, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB, OR BY JAMB CLIP, OR THROUGH THE FLANGE TO THE SECURED WOOD BUCK. ANCHORS SHALL BE EMBEDDED INTO THE SECURED WOOD BUCK TO ADEQUATELY TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME ASSEMBLY 3/4FIGURE5 R612.12(3), R61212(4) AND 8612.1-2(5)�ia. 86121.2.2 WOOD OR OTHER APPROVED FRAMING MATERIAL. WHERE THE FRAMING MATERIAL 15 WOOD OR OTHER APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME, OR BY FRAME CLIP, OR THROUGH THE FLANGE. ANCHORS SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION TO ADEQUATELY TRANSFER LOAD 3/4FIGURES R612.1.2(6), 8612.71.2(7) AND 8612.7 2(8)�ia. 8612.8 MULLIONS. MULLIONS SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH AAMA 450, OR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. MULLIONS TESTED AS STAND-ALONE UNITS OR QUALIFIED BY ENGINEERING SHALL USE PERFORMANCE CRITERIA CITED IN SECTIONS R612.8.1, 8612.8.2 AND Rro12.53. MULLIONS QUALIFIED BY AN ACTUAL TEST OF AN ENTIRE ASSEMBLY SHALL COMPLY WITH SECTIONS 8612.8.1 AND 8612.8.3. R612.8.1 LOAD TRANSFER MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE. 8612.8.2 DEFLECTION. MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN L/1715, WHERE L 15 THE SPAN OF THE MULLION IN INCHES. 8612.83 STRUCTURAL SAFETY FACTOR. MULLIONS SHALL BE CAPABLE OF RESI5TING A LOAD OF 1.5 TIMES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE 1.5 TIMES THE DESIGN PRESSURE LOAD SHALL BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION SPAN AFTER THE 1.5 TIMES DESIGN PRESSURE LOAD IS REMOVED. R612.8.4 MASONRY ROUGH OPENINGS. MASONRY ROUGH OPENING DIMENSIONS SHALL BE WITHIN THE TOLERANCES SPECIFIED AT SECTION 8606.16 AND, IN ADDITION, SHALL PROVIDE FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM OF 1/4 INCHES ((o.4 MM) IN WIDTH. 8612.9 DOOR COMPONENTS. DOOR COMPONENTS EVALUATED BY AN APPROVED PRODUCT EVALUATION ENTITY, CERTIFICATION AGENCY, TESTING LABORATORY OR ENGINEER MAY BE INTERCHANGEABLE IN EXTERIOR DOOR ASSEMBLIES PROVIDED THAT THE DOOR COMPONENTS) PROVIDE EQUAL OR GREATER STRUCTURAL PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICES. 8612.9.1 OPTIONAL EXTERIOR DOOR COMPONENT TESTING. WITH THE EXCEPTION OF HVHZ, EXTERIOR SIDE -HINGED DOOR ASSEMBLIES NOT COVERED BY SECTION 8612.3 SHALL BE PERMITTED TO HAVE THE OPTION TO HAVE THE COMPONENTS OF THE ASSEMBLY TESTED AND RATED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH THE FOLLOWING ANSI ,A250.13. FOLLOWING THE STRUCTURAL TESTING OF EXTERIOR DOOR COMPONENTS, THERE SHALL BE NO PERMANENT DEFORMATION OF ANY PERIMETER FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLA65 BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE THAT CAU5E5 THE DOOR TO BE INOPERABLE, 45 APPLICABLE. 8612.10 FLASHING, SEALANTS AND WEATHER5TRIPPING. FLASHING AND SEALANTS FOR EXTERIor windows and doors shall comply with Section R-103.8. *// " .* r - cu M-1 �a -z2 ANTHONY H. EWEN AR0009781 O U. Z Q W W qW > b W fV �_ � 0. 04 ® 00 LL W W m 0100 O®u. 22Z W W 4 m m co) REVISIONS 0 0 0 () W Z 4 W O Z PROJ N0.:11-064 DATE: 1-22-18 THESE DRAWINGS ARB COPY- RIGHTED DY EDESIGN MANAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS TEN USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY HERE PREPARED. REPRODUCTIONS, CEANGNS, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CIIE CK., AE a �U2 fzj x w tp 4� r.. Ci 4 wt` �M t� oo � P4 0.01 o;1w I A N�bW NN UIq t , *// " .* r - cu M-1 �a -z2 ANTHONY H. EWEN AR0009781 O U. Z Q W W qW > b W fV �_ � 0. 04 ® 00 LL W W m 0100 O®u. 22Z W W 4 m m co) REVISIONS 0 0 0 () W Z 4 W O Z PROJ N0.:11-064 DATE: 1-22-18 THESE DRAWINGS ARB COPY- RIGHTED DY EDESIGN MANAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS TEN USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY HERE PREPARED. REPRODUCTIONS, CEANGNS, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. DRAWN: AE CIIE CK., AE PT 4X 4 PO; U 44 WITH 11/2" X 10" ANCHOR BOL DO NOT U5E EXPAN SHIELI OR EPDXY AT ROD S" CMU STEM FILLED 50LIL AND STUCCOS[ 3 05 BAR 1" NOSING WITH %6" R MA> 05 CRO55 BARS A5 SHOWI MIN 3 #5 VERTICAL BARS 16XIO WITH lie " CDX OR OSk3 LU$26 EACH RAFTER NEW 2-2X4 5TUD PACK IN WALL FG E3A5ED APSHALT SHINGES OVER 2 LAYERS *15 H2.5A WITH 10-5d ALUM 50FFIT 2ro CSA FLASHING D ALUM FA51CA WRAP ENSURE 2-2X4 5TUD PACK IN WALL WHERE BEAM COMESINTO NEW WALL AND PROVIDE MIN 311/2" BEAM BEARING AND 2- LA5T24 EACH STRUD PACK TO HEADER WRAP BEAM WITH ALUMINUM SECTION THfi;�,'U NEW STOOP' AND FLASHING :IFI` EXISTING CONS CONFICa =RIFY EXISTING FOOTING6 I�vXIO WHERE CLEAR OF EXISTINCx PIER TH15 CONDITION SHOWN AT PIER Scale: 3/4"=I' -O" 1...MINll3... r f111 ...J11Jlvj 13'-1" r� m ......,,:a............ E 5 2-2X8 W/ EPCZ44 EACH END (NOT SHOWN) W/ IS -10d 2X4 COLLAR TIES 'w 2'-0" OIC WITH 5 16D EACH END 2X6 RAFTERS e 2'-011 OC MAX - 2X4 CEILING FRAMING AT 1'-4" OC MAX MIN 4 16D TOENAIL EACH END 2-2XIO WITH 11/2" GDX OR 05B �- EPCz44 EACH END (NOT SHOWN) W/ IS-10d ------�. �-11/2"GLGGW5 PAINTED 4X4 P05T REWORK DOOR HEADER, JACKS, FH 5TUD5 PER HEADER DETAIL. NOT SHOWN MIN 2-1-5TA24 HEADER TO STUC PACK (NOT SHOWN) SECTION T�U STOOP RCCP Sca le: 31/4 ° =1'-O" 11/211 PLYWOOD 511 4' —/)1311 T 511 5ca le: 1/4"=V-0" EXISTING AND CLOSURE PANELS TO REMAIN 5ca le: 1/4"=I' -O" EXISTING ROOF NEW SHINGLES OVER NEW ROOF DECK �- OPEN TO 5EYONp NEW PT 4X4 POST, FINAL TRIM DESIGN BY QUI!-pER NEW CONCRETE STEPS L-J;� ��TI/4L LEFT LEEvATION 2)--�Scale: 1/411-1'-Ou FONT ELEVATION Scale: 11/411,1'-O" IATCH FINAL TRIM R PS U � � At 0, Fr 4 �2 z Ch W cow �co b 01 Q I �� � pcl A W A �E.4o ko N 4" CONCRETE SLAB WITH FIBERMESH OVER 6 MILL POLYETHELEYE VAPOR 5ARR1 R OVER COMPACTED TERMITE - - - - - - - --�--- - - — - - _ - TREAT D FILL EARTH _F' .. t ... ....................... I m l i Q ... I------ I I I - I ....... .............. ....... 25 -� 1 EI 2 �L --4 =�'— G11 VII 811 , 1 r p 5'-4311 ' - AY3 1I S Z U til z 14f;P,T1AL fP-,IC-;;HT LEV4TION 2-2X8 W/ EPCZ44 EACH END (NOT SHOWN) W/ IS -10d 2X4 COLLAR TIES 'w 2'-0" OIC WITH 5 16D EACH END 2X6 RAFTERS e 2'-011 OC MAX - 2X4 CEILING FRAMING AT 1'-4" OC MAX MIN 4 16D TOENAIL EACH END 2-2XIO WITH 11/2" GDX OR 05B �- EPCz44 EACH END (NOT SHOWN) W/ IS-10d ------�. �-11/2"GLGGW5 PAINTED 4X4 P05T REWORK DOOR HEADER, JACKS, FH 5TUD5 PER HEADER DETAIL. NOT SHOWN MIN 2-1-5TA24 HEADER TO STUC PACK (NOT SHOWN) SECTION T�U STOOP RCCP Sca le: 31/4 ° =1'-O" 11/211 PLYWOOD 511 4' —/)1311 T 511 5ca le: 1/4"=V-0" EXISTING AND CLOSURE PANELS TO REMAIN 5ca le: 1/4"=I' -O" EXISTING ROOF NEW SHINGLES OVER NEW ROOF DECK �- OPEN TO 5EYONp NEW PT 4X4 POST, FINAL TRIM DESIGN BY QUI!-pER NEW CONCRETE STEPS L-J;� ��TI/4L LEFT LEEvATION 2)--�Scale: 1/411-1'-Ou FONT ELEVATION Scale: 11/411,1'-O" IATCH FINAL TRIM R PS U � � Fr 4 �2 z Ch W cow �co b 01 Q �� � pcl A W A �E.4o ko N ANTHONY E. EWEN AB000978I RE VISIONS 0 0 0 L 0 0 0 _I W CL R W z Oct CL m LL PROJ NO.:11-064 DATE: 1-22-15 THESE DRAXINGS ARE COPY- RIGHTED DY NONSIGN MANAGEMENT, LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE USE OF THNSN DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR NWICH THEY IINRN PRNPARND. REPRODUCTIONS, CHANCNS, OR ASSIGNMENTS ARN STRICTLY PROHIBITED. DRA WN: AE CHUCK AE w E THESE DETAILS APPLY TO 50TH INTERIOR AND EXTERIOR LOAD BEARING WALL$ 6,24 U1/ IS-IOd nails OCATIONS SHOWN LENGTH STUD$ W1 2-5/8" DIA BOLTS 3" EMBED ABA, / E.A.% "0 X 1" EMBED ' HOOD BEAMS FRAME LlJ,4LL OFENINGs DETAIL COMPONENT AND CLADDING PRESSURES MAXIMUM HEADER SPAN (FT) 3' 8 WITH Vult OF 139 MPH ROOF BOTTOM CHORD W10 STORAGE 10 P5F EFFECTIVE POST NUMBER OF HEADER STUDS SUPPORTING END O>" H�At7ER 1 1 2 2 2 Z UNSUPPORTED WALL HEIGHT STUD 5PACIN NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 10 FEET12 OR LESS IN 2 2 3 3 3 1 fro IN 2 2 3 3 3 3 24 IN I 2 z 2 2 2 MORE THAN 10 FEET 12 IN 2 2 3 4 5 5 16 IN 2 2 3 3 4 4 241N I 2 2 2 3 3 THESE DETAILS APPLY TO 50TH INTERIOR AND EXTERIOR LOAD BEARING WALL$ 6,24 U1/ IS-IOd nails OCATIONS SHOWN LENGTH STUD$ W1 2-5/8" DIA BOLTS 3" EMBED ABA, / E.A.% "0 X 1" EMBED ' HOOD BEAMS FRAME LlJ,4LL OFENINGs DETAIL COMPONENT AND CLADDING PRESSURES LOADS FOR BUILDINGS WITH A MEAN ROOF HEIGHT LESS THAN 30 FEET IN EXPOSURE 8 WITH Vult OF 139 MPH ROOF BOTTOM CHORD W10 STORAGE 10 P5F EFFECTIVE POST NEG ALL CONCRETE $HALL HAVE A SLUMP OF 4" PLUS OR MINU6 I", AND HAVE ZONE WIND AREA PRES PRES 100 PSF LIVE 10 PSF DEAD SLAB ON GRADE 100 PSF PSF PSF PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS C14 1 10 14.3 -35.3 40 PSF 1 20 13.4 -34.4 1 50 12.3 -33.2 1 100 11.4 -32.3 ROOF > 2 10 14.3 -59.2 0-7 2 20 13.4 -52.9 DEC 2 50 12.3 -44.5 2 100 11.4 -38.2 FLAT 3 10 14.3 -89.0 TO 3 20 13.4 -73.8 1.5/12 3 50 12.3 -53.5 3 100 11.4 -38.2 1 10 20.3 -32.3 1 20 18.5 -32.4 1 50 16.1 -30.2 ROOF > 1 100 14.3 -29.3 7-27 2 10 20.3 -56.2 DEC 2 20 18.5 -51.7 2 50 16.1 -45.7 1.5/12 2 100 14.3 -41.2 3 10 20.3 -83.1 TO 3 20 18.5 -77.7 6:12 3 50 16.1 -70.5 3 100 14.3 -65.1 1 10 32.3 -35.3 1 20 31,4 -33.5 1 50 30.2 -31.1 ROOF > 1 100 29.3 -29.3 27-45 2 10 32.3 -41.2 DEC 2 20 31.4 -39.4 2 50 30.2 -37,1 6:12 2 100 29.3 TO 3 10 32.3 -41.2 12:12 3 20 31.4 -39.4 3 50 30.2 -37.1 3 100 29.3 -35.3 4 10 35.3 -38.2 4 20 33.7 -37.7 4 50 31.6 --34.6 WALL 4 100 30.0 -33.0 4 500 26.3 -29.3 5 10 35.3 -47.2 5 20 33.7 -44.0 5 50 31.6 -39.8 5 100 30.0 -36.7 5 500 26.3 -29.3 NCTES CONCRETE AARY FOR 5LA5 ON POLYPROPYLENE FIBERS USED AS C SECONDARY REINFORCEMENT. (PRIM, GSE) �jp $FEGIPIGATION FOR COMPLY WITH A9TM C 1116 - 5TAND,4P, FIBER -REINFORCED CONCRETE AND SPOTCRETE, 4 5OUTHLUEST CERTIFICATION SERVICES CSU1C5), OMi=GA POINT LABORATORIES NO. 5(2(o2 -1 - COMPLY WITH UL REPORT FILE NO. 88534 -II. PRODUCT SHALL BE PROPEX CONCRETE 5Y5TEM5 CORP., 6025 LEE HIGHWAY, STE 425, PO BOX 22188, CHATTANOOGA, TENNESSEE 31422, TOLL FREE (800) 621-1213. PHONE (423) 892-8080. FAX (423) 892-0151. WF=551TE WLLW.FI5ERME5H.COM. E-MAIL FI5ERME5HQPROPEXINC.COM. A. SYNTHETIC FIBER REINFORCEMENT: FIBERMESH 150. I. MATERIAL: 100 PERCENT VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS, CONTAINING NO REPROCESSED OLEFIN MATERIALS. 2. CONFORMANCE: ASTM C 1116, TYPE III, 3. FIRE CLASSIFICATIONS: 4. UL REPORT FILE NO. 88534-11. b. SOUTHWEST CERTIFICATION SERVICES (SUC5), OMEGA POINT LABORATORIES NO. Sroro24 4. ALKALI RESISTANCE: ALKALI PROOF, 5. ABSORPTION: NIL. 6. SPECIFIC GRAVITY: 0.91. 1. MELT POINT: 324 DEGREES F (162 DEGREES C), EXECUTION A. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE MIXTURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ADD SYNTHETIC FIBER REINFORCEMENT INTO CONCRETE MIXER BEFORE, DURING, OR AFTER BATCHING OTHER CONCRETE MATERIALS. LOUDER APPLICATION RATES MAY BE ACCEPTABLE DEPENDING UPON LOCAL BUILDING CODES. CONSULT PROPER CONCRETE SYSTEMS FOR MORE INFORMATION. C. APPLICATION RATE: ADD SYNTHETIC FIBER REINFORCEMENT AT STANDARD APPLICATION RATE OF 1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF CONCRETE. D. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED OF A5TM C 94 TO ENSURE UNIFORM P16TR15UTION AND RANDOM ORIENTATION OF FIBERS THROUGHOUT MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WINE) PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, GROUND -MOUNTED UNITS FOR R3 RESIDENTIAL APPLICATIONS MAY BE ANCHORED WITH 014 6CREW5 WITH GA5KETED WASHERS ACCORDING TO THE FOLLOWING. I. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM), ONE SCREW SHALL BE USED 4T EACH SIDE OF THE UNIT 2, FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM), TWO SCREWS SHALL BE USED PER SIDE. 3. FOR UNITS BETWEEN 24 AND 36 INCHES (305 AND 914 MM), THREE SCREWS SHALL BE USED PER SIDE. 4. FOR UNITS GREATER THAN 36 INCHES (914 MM) OR 5 TONS, ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 301,13. CONDENSER PROVIDE HOLD DOUJN BY PROVIDING A MIN OF EIGHT 1/4" X 24" TAPCON5 WITH I" GA$KETED WASHER SECURED THROUGH BOTTOM PANEL OF CONDENSER INTO CONDENSER PAD CONDEN5ER MOUNTING DiETAIL NOT TO SCALE C0NCFP,ETE NOTE & CONDENSER PAD WO(�)P A�IING NOTE& WI ALL WORK SHALL COMPLY WITH THE 2014 FRBC CODE CONSTRUCT FRAME ACCORDING TO AF4PA N05 FOR WOOD W2 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL AlCONSTROCTION OF THE ABOVE MENTIONED CODE(S). �,SPECT6 W THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDIN ACCURACY OF THE CONNECTOR ORDER. HE $HALL EN$U�NSTING THE ALL JOIST, S5AMS, RAFTERS, TRUSSES, STUD PACK GOLUI'1S, AND OTHER SIMILAR LOAD BEARING MEMBER5 HAVE AN APPROVED METAL ANCHOR AT EACH END. IF THE DRAWINGS FAIL TO INDICATE CLEARLY, PROVIDE TEMPORARY STRAPPING UNTIL DESIGNED ANCHOR IS INSTALLED. U)4 THE CONTRACTOR SHALL SUBMIT PRE ENGINEERED TRUSS SHOP DRAWINGS SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT IS TO BE ERECTED. THE DRAWINGS SHALL BE SUBMITTED TO BOTH THE ARCHITECT AND THE BUILDING DEPARTMENT. NO TRU55E5 SHALL BE CONSTRUCTED OR DELIVERED UNTIL THE DRAWINGS HAVE BEEN REVIEWED 15Y THE ARCHITECT. REVIEW BY ARCHITECT SHALL BE FOR GENERAL COMPLIANCE PURPOSES ONLY. THE DRAWINGS SHALL BE DONE BY COMPUTER METHODOLOGY AND SHALL INCLUDE A PLAN 5HEET INDICATING LOCATION OF ALL MEMBERS. PROFILE DRAWINGS SHALL INDICATE THE LOADING ON EACH DESIGN. We, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY THAT 15 IN CONTACT WITH EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AJPA STANDARD Cl. U6 ALL LUMBER $HALL BEAR A MARK OF THE MILL OR MANUFACTURER Un MINIMUM DESIGN VALUES: Fb Fv Egp- E ALL<2WA5LE SPECIES 4 MIN GRADE VERTICAL e)TQD$, JACKS, HOEZ PLATE$ 4 CEILING JOISTS TO 8'-O" UNLESS NOTED OTHERWISE 2X4 1340 135 1120 1.1 MM 5PF " 2, SYP " 2, MEL M-31 2X6 1160 135 10'10 1.1 MM SPF " 2, 5YP " 2, MEL M-31 2X8 1010 135 1025 1.1 MM 5PF 0 2, 5YP " 2, MEL M-31 2XIO 985 135 915 1.1 MM SPF " 2, 5YP " 2, MEL M-31 2X12 890 135 915 1.1 MM 5PF " 2, 5YP " 2, MEL M-31 ALL MEMBERS OVER 8'-0" MUST BE 5YP " 1, OR MEL -21 ALL MEMBERS OVER 10'-0" MUST BE SYP* I DENSE OR MEL -31 ALL MEMBERS SUPPORT A FLOOR AND A ROOF MUST BE SYP SELECT STRUCTURAL FLOOR JOISTS, QUILT UP BEAMS 4 HEADERS TO S'-0" UNLESS NOTED OTHESW15E 2X10 800 115 1300 1.4 MM 5YP 0 2, MEL M-31 2X12 150 115 1250 1.4 MM 5YP " 2, MEL M-31 ALL MEMBERS OVER 8'-0" MUST BE SYP " I, MEL -21 ALL MEMBERS OVER 12'-0" MUST BE 5YP 01 DENSE, MEL -21, OR SYP SELECT STRUCTURAL ROOF RAFTERS TO 10'-0" UNLESS NOTED OTHERW15E 2X6 1000 115 1400 1.4 MM 5YP " 2, MEL M-31 2X8 925 115 1350 1.4 MM 5YP " 2, MEL M-31 2X10 800 115 1300 1.4 MM SYP " 2, MEL M-31 2X12 150 115 1250 1.4 MM SYP " 2, MEL M-31 ALL MEMBERS OVER 10'-0" MUST BE 5YP " 1 ALL MEMFOERS OVER 14'-0" MUST BE 5YP 01 DENSE, MEL -21, OR 5YP SELECT STRUCTURAL SUBMIT LUMBER ORDER TO ARCHITECT PRIOR TO FINAL ORDER. ORDER SHALL INDICATE 5PECIE5, GRADE, AND MILL. INDICATE WHICH ITEMS ARE FOR WHICH MEMEBERS. U!8 IALL NAILS SHALL BE CEMENT COATED OR ANNULAR RING TYPE. W15 EVERY ROOF TRUSS, ROOF RAFTER, FLOOR TRU55, FLOOR JOIST AND CEILING JOIST SHALL BE CONNECTED AT EACH END TO ITS BEARING MEMBER WITH A SIMPSON TYPE CONNECTOR (MINIMUM SIZE H3, UNLESS NOTED OTHERWISE) Wlo EVERY LOAD BEARING STUD PACK COLUMN SHALL BE CONNECTED TO THE FLOOR SLAB WITH A 5IMP50N HD5A AND ITS RECOMMENDED BOLTS, AND TO THE SUPPORTED MEMBER ABOVE WITH ANOTHER 51MP50N TYPE CONNECTOR AS INDICATED ON THE DRAWINGS. IF NONE DETAILED FOR ANY CERTAIN CONDITION THE CONTRACTOR SHALL PROVIDE A M5TA24 STRAP TEMPORARILY AND NOTIFY THE ARCHITECT FOR FINAL SELECTION. Wil GABLE END WALLS AND INDICATED SHEAR WALL AT EXTERIOR WALLS ARE DESIGNED A5 SHEAR WALLS AND MUST BE SHEATHED WITH APA PS -I APPROVED MIN 15/32" CDX 24/Iro EXTERIOR GRADE PLYWOOD OR 055, THE EDGE$ OF ALL PLYWOOD OR 065 SHALL HAVE A MINIMUM OF 2X4 MEMBER BACKING (BOTH HORZ AND VERT JOINTS). THE EDGES SHALL BE NAILED WITH 10cl NAILS AT 3" OC AND THE FIELD SHALL BE NAILED WITH 10d NAILS AT 4" OC MAX. THE ROOF DECK 15 DESIGNED TO RESIST LATERAL FORCES BY ACTING AS A DIAPHRAGM. IT SHALL BE APA 23/32" CDX EXTERIOR GRADE PLYWOOD OR 055 AND SHALL HAVE THE NAILING PATTERN PER DETAIL 2 ON SHEET $401. W12 ALL LOADING BEARING WOOD FRAME WALLS SHALL BE SECURED TO THE SLAB WITH gra"O X 8" EMBED ANCHOR 5OLT5 AT 32" OC WITH OVERSIZED WASHER$ W13 ALL CONNECTORS IN CONTACT WITH PT LUMBER TREATED WITH ACQ OR COOPER AZOLE SHALL BE P05T HOT DIPPED GALVANIZED OR STAINLESS STEEL. THIS INCLUDES NAIL$, BOLTS, SCREWS, 51MP50N CONNECTORS OR SIMILAR. W14 ALL EXTERIOR WALL LUMBER SHALL BE SYP 01 OR BETTER AND WITH A MC LESS THAN 190. SPF, SPRUCE, FIR, AND OTHERS SPECIES ETC ARE NOT ACCEPTABLE FOR EXTERIOR WORK IN THE 139 MPH ZONE UNLESS APPROVED IN WRITING BY THE ARCHITECT W15 ` I �I, ALL PT 6X6 AND 6Xro SHALL BE 5YP 01 I 1 15C, NOTE5 1 ALL WIND LOAD CALCULATIONS ARE BASED ON AN ENCLOSED STRUCTURE ANY BREECH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. SHALL COMPROMISE THE STRUCTURAL INTEGRITY 2 ALL DOOR AND WINDOWS OPENINGS SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS 3 ALL SHEAR WALLS MUST TRANSFER LOAD6 TO FLOOR JOISTS OR FOUNDATION 4 DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALL5 AND/OR SIDE WALL$ 5 TRU5SE5 MUST BE CAPABLE OF OF TRANSFERRING LATERAL LOADS TO BEARING WALLS 6 TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED FOR UPLIFT REQUIREMENTS 1 ALL WINDOWS AND DOORS SHALL COMPLY WITH FBC 160 MPH WIND LOAD REQUIREMENTS 8 PROVIDE FIREBLOCKING PER 2014 FBG AND 2014 FRBC. ALL FLOOR JOIST AND FLOOR TRUSS SPACES SHALL 13E FIREBLOCKED TO ANY ATTIC SPACE, WHETHER SHOWN ON THE DRAWINGS OR NOT C1 ALL CONCRETE SHALL BE MIN 2500 P51 AT 28 DAYS MINIMUM CS CONTRACT SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, C13 ROOF BOTTOM CHORD W10 STORAGE 10 P5F ROOF BOTTOM CHORD UJ/ STORAGE INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER G2 ALL CONCRETE $HALL HAVE A SLUMP OF 4" PLUS OR MINU6 I", AND HAVE SECOND FLOOR PARTITION LOAD TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS. SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58 100 PSF LIVE 10 PSF DEAD SLAB ON GRADE 100 PSF TIMBER FRAME LIVE LOADS C9 PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS C14 C3 CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF 1.33 OF BEAMS AND AT SLAB EDGES. 40 PSF ACI 301 CHAPTER 3, METHOD I OR 2. Nk Ciro CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY 4� ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, A5TM A-615 NCTES CONCRETE AARY FOR 5LA5 ON POLYPROPYLENE FIBERS USED AS C SECONDARY REINFORCEMENT. (PRIM, GSE) �jp $FEGIPIGATION FOR COMPLY WITH A9TM C 1116 - 5TAND,4P, FIBER -REINFORCED CONCRETE AND SPOTCRETE, 4 5OUTHLUEST CERTIFICATION SERVICES CSU1C5), OMi=GA POINT LABORATORIES NO. 5(2(o2 -1 - COMPLY WITH UL REPORT FILE NO. 88534 -II. PRODUCT SHALL BE PROPEX CONCRETE 5Y5TEM5 CORP., 6025 LEE HIGHWAY, STE 425, PO BOX 22188, CHATTANOOGA, TENNESSEE 31422, TOLL FREE (800) 621-1213. PHONE (423) 892-8080. FAX (423) 892-0151. WF=551TE WLLW.FI5ERME5H.COM. E-MAIL FI5ERME5HQPROPEXINC.COM. A. SYNTHETIC FIBER REINFORCEMENT: FIBERMESH 150. I. MATERIAL: 100 PERCENT VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS, CONTAINING NO REPROCESSED OLEFIN MATERIALS. 2. CONFORMANCE: ASTM C 1116, TYPE III, 3. FIRE CLASSIFICATIONS: 4. UL REPORT FILE NO. 88534-11. b. SOUTHWEST CERTIFICATION SERVICES (SUC5), OMEGA POINT LABORATORIES NO. Sroro24 4. ALKALI RESISTANCE: ALKALI PROOF, 5. ABSORPTION: NIL. 6. SPECIFIC GRAVITY: 0.91. 1. MELT POINT: 324 DEGREES F (162 DEGREES C), EXECUTION A. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE MIXTURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ADD SYNTHETIC FIBER REINFORCEMENT INTO CONCRETE MIXER BEFORE, DURING, OR AFTER BATCHING OTHER CONCRETE MATERIALS. LOUDER APPLICATION RATES MAY BE ACCEPTABLE DEPENDING UPON LOCAL BUILDING CODES. CONSULT PROPER CONCRETE SYSTEMS FOR MORE INFORMATION. C. APPLICATION RATE: ADD SYNTHETIC FIBER REINFORCEMENT AT STANDARD APPLICATION RATE OF 1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF CONCRETE. D. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED OF A5TM C 94 TO ENSURE UNIFORM P16TR15UTION AND RANDOM ORIENTATION OF FIBERS THROUGHOUT MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WINE) PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, GROUND -MOUNTED UNITS FOR R3 RESIDENTIAL APPLICATIONS MAY BE ANCHORED WITH 014 6CREW5 WITH GA5KETED WASHERS ACCORDING TO THE FOLLOWING. I. FOR UNITS WITH SIDES LESS THAN 12 INCHES (305 MM), ONE SCREW SHALL BE USED 4T EACH SIDE OF THE UNIT 2, FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM), TWO SCREWS SHALL BE USED PER SIDE. 3. FOR UNITS BETWEEN 24 AND 36 INCHES (305 AND 914 MM), THREE SCREWS SHALL BE USED PER SIDE. 4. FOR UNITS GREATER THAN 36 INCHES (914 MM) OR 5 TONS, ANCHORAGE SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 301,13. CONDENSER PROVIDE HOLD DOUJN BY PROVIDING A MIN OF EIGHT 1/4" X 24" TAPCON5 WITH I" GA$KETED WASHER SECURED THROUGH BOTTOM PANEL OF CONDENSER INTO CONDENSER PAD CONDEN5ER MOUNTING DiETAIL NOT TO SCALE C0NCFP,ETE NOTE & CONDENSER PAD WO(�)P A�IING NOTE& WI ALL WORK SHALL COMPLY WITH THE 2014 FRBC CODE CONSTRUCT FRAME ACCORDING TO AF4PA N05 FOR WOOD W2 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL AlCONSTROCTION OF THE ABOVE MENTIONED CODE(S). �,SPECT6 W THE CONTRACTOR SHALL 13E RESPONSIBLE FOR COORDIN ACCURACY OF THE CONNECTOR ORDER. HE $HALL EN$U�NSTING THE ALL JOIST, S5AMS, RAFTERS, TRUSSES, STUD PACK GOLUI'1S, AND OTHER SIMILAR LOAD BEARING MEMBER5 HAVE AN APPROVED METAL ANCHOR AT EACH END. IF THE DRAWINGS FAIL TO INDICATE CLEARLY, PROVIDE TEMPORARY STRAPPING UNTIL DESIGNED ANCHOR IS INSTALLED. U)4 THE CONTRACTOR SHALL SUBMIT PRE ENGINEERED TRUSS SHOP DRAWINGS SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT IS TO BE ERECTED. THE DRAWINGS SHALL BE SUBMITTED TO BOTH THE ARCHITECT AND THE BUILDING DEPARTMENT. NO TRU55E5 SHALL BE CONSTRUCTED OR DELIVERED UNTIL THE DRAWINGS HAVE BEEN REVIEWED 15Y THE ARCHITECT. REVIEW BY ARCHITECT SHALL BE FOR GENERAL COMPLIANCE PURPOSES ONLY. THE DRAWINGS SHALL BE DONE BY COMPUTER METHODOLOGY AND SHALL INCLUDE A PLAN 5HEET INDICATING LOCATION OF ALL MEMBERS. PROFILE DRAWINGS SHALL INDICATE THE LOADING ON EACH DESIGN. We, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY THAT 15 IN CONTACT WITH EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AJPA STANDARD Cl. U6 ALL LUMBER $HALL BEAR A MARK OF THE MILL OR MANUFACTURER Un MINIMUM DESIGN VALUES: Fb Fv Egp- E ALL<2WA5LE SPECIES 4 MIN GRADE VERTICAL e)TQD$, JACKS, HOEZ PLATE$ 4 CEILING JOISTS TO 8'-O" UNLESS NOTED OTHERWISE 2X4 1340 135 1120 1.1 MM 5PF " 2, SYP " 2, MEL M-31 2X6 1160 135 10'10 1.1 MM SPF " 2, 5YP " 2, MEL M-31 2X8 1010 135 1025 1.1 MM 5PF 0 2, 5YP " 2, MEL M-31 2XIO 985 135 915 1.1 MM SPF " 2, 5YP " 2, MEL M-31 2X12 890 135 915 1.1 MM 5PF " 2, 5YP " 2, MEL M-31 ALL MEMBERS OVER 8'-0" MUST BE 5YP " 1, OR MEL -21 ALL MEMBERS OVER 10'-0" MUST BE SYP* I DENSE OR MEL -31 ALL MEMBERS SUPPORT A FLOOR AND A ROOF MUST BE SYP SELECT STRUCTURAL FLOOR JOISTS, QUILT UP BEAMS 4 HEADERS TO S'-0" UNLESS NOTED OTHESW15E 2X10 800 115 1300 1.4 MM 5YP 0 2, MEL M-31 2X12 150 115 1250 1.4 MM 5YP " 2, MEL M-31 ALL MEMBERS OVER 8'-0" MUST BE SYP " I, MEL -21 ALL MEMBERS OVER 12'-0" MUST BE 5YP 01 DENSE, MEL -21, OR SYP SELECT STRUCTURAL ROOF RAFTERS TO 10'-0" UNLESS NOTED OTHERW15E 2X6 1000 115 1400 1.4 MM 5YP " 2, MEL M-31 2X8 925 115 1350 1.4 MM 5YP " 2, MEL M-31 2X10 800 115 1300 1.4 MM SYP " 2, MEL M-31 2X12 150 115 1250 1.4 MM SYP " 2, MEL M-31 ALL MEMBERS OVER 10'-0" MUST BE 5YP " 1 ALL MEMFOERS OVER 14'-0" MUST BE 5YP 01 DENSE, MEL -21, OR 5YP SELECT STRUCTURAL SUBMIT LUMBER ORDER TO ARCHITECT PRIOR TO FINAL ORDER. ORDER SHALL INDICATE 5PECIE5, GRADE, AND MILL. INDICATE WHICH ITEMS ARE FOR WHICH MEMEBERS. U!8 IALL NAILS SHALL BE CEMENT COATED OR ANNULAR RING TYPE. W15 EVERY ROOF TRUSS, ROOF RAFTER, FLOOR TRU55, FLOOR JOIST AND CEILING JOIST SHALL BE CONNECTED AT EACH END TO ITS BEARING MEMBER WITH A SIMPSON TYPE CONNECTOR (MINIMUM SIZE H3, UNLESS NOTED OTHERWISE) Wlo EVERY LOAD BEARING STUD PACK COLUMN SHALL BE CONNECTED TO THE FLOOR SLAB WITH A 5IMP50N HD5A AND ITS RECOMMENDED BOLTS, AND TO THE SUPPORTED MEMBER ABOVE WITH ANOTHER 51MP50N TYPE CONNECTOR AS INDICATED ON THE DRAWINGS. IF NONE DETAILED FOR ANY CERTAIN CONDITION THE CONTRACTOR SHALL PROVIDE A M5TA24 STRAP TEMPORARILY AND NOTIFY THE ARCHITECT FOR FINAL SELECTION. Wil GABLE END WALLS AND INDICATED SHEAR WALL AT EXTERIOR WALLS ARE DESIGNED A5 SHEAR WALLS AND MUST BE SHEATHED WITH APA PS -I APPROVED MIN 15/32" CDX 24/Iro EXTERIOR GRADE PLYWOOD OR 055, THE EDGE$ OF ALL PLYWOOD OR 065 SHALL HAVE A MINIMUM OF 2X4 MEMBER BACKING (BOTH HORZ AND VERT JOINTS). THE EDGES SHALL BE NAILED WITH 10cl NAILS AT 3" OC AND THE FIELD SHALL BE NAILED WITH 10d NAILS AT 4" OC MAX. THE ROOF DECK 15 DESIGNED TO RESIST LATERAL FORCES BY ACTING AS A DIAPHRAGM. IT SHALL BE APA 23/32" CDX EXTERIOR GRADE PLYWOOD OR 055 AND SHALL HAVE THE NAILING PATTERN PER DETAIL 2 ON SHEET $401. W12 ALL LOADING BEARING WOOD FRAME WALLS SHALL BE SECURED TO THE SLAB WITH gra"O X 8" EMBED ANCHOR 5OLT5 AT 32" OC WITH OVERSIZED WASHER$ W13 ALL CONNECTORS IN CONTACT WITH PT LUMBER TREATED WITH ACQ OR COOPER AZOLE SHALL BE P05T HOT DIPPED GALVANIZED OR STAINLESS STEEL. THIS INCLUDES NAIL$, BOLTS, SCREWS, 51MP50N CONNECTORS OR SIMILAR. W14 ALL EXTERIOR WALL LUMBER SHALL BE SYP 01 OR BETTER AND WITH A MC LESS THAN 190. SPF, SPRUCE, FIR, AND OTHERS SPECIES ETC ARE NOT ACCEPTABLE FOR EXTERIOR WORK IN THE 139 MPH ZONE UNLESS APPROVED IN WRITING BY THE ARCHITECT W15 ` I �I, ALL PT 6X6 AND 6Xro SHALL BE 5YP 01 I 1 15C, NOTE5 1 ALL WIND LOAD CALCULATIONS ARE BASED ON AN ENCLOSED STRUCTURE ANY BREECH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. SHALL COMPROMISE THE STRUCTURAL INTEGRITY 2 ALL DOOR AND WINDOWS OPENINGS SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS 3 ALL SHEAR WALLS MUST TRANSFER LOAD6 TO FLOOR JOISTS OR FOUNDATION 4 DIAPHRAGM SYSTEMS MUST BE ATTACHED TO END WALL5 AND/OR SIDE WALL$ 5 TRU5SE5 MUST BE CAPABLE OF OF TRANSFERRING LATERAL LOADS TO BEARING WALLS 6 TRUSSES, GIRDERS, AND BEAM TIE DOWNS ARE SIZED FOR UPLIFT REQUIREMENTS 1 ALL WINDOWS AND DOORS SHALL COMPLY WITH FBC 160 MPH WIND LOAD REQUIREMENTS 8 PROVIDE FIREBLOCKING PER 2014 FBG AND 2014 FRBC. ALL FLOOR JOIST AND FLOOR TRUSS SPACES SHALL 13E FIREBLOCKED TO ANY ATTIC SPACE, WHETHER SHOWN ON THE DRAWINGS OR NOT C1 ALL CONCRETE SHALL BE MIN 2500 P51 AT 28 DAYS MINIMUM CS CONTRACT SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, C13 ROOF BOTTOM CHORD W10 STORAGE 10 P5F ROOF BOTTOM CHORD UJ/ STORAGE INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER G2 ALL CONCRETE $HALL HAVE A SLUMP OF 4" PLUS OR MINU6 I", AND HAVE SECOND FLOOR PARTITION LOAD TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCERTS. SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58 100 PSF LIVE 10 PSF DEAD SLAB ON GRADE 100 PSF TIMBER FRAME LIVE LOADS C9 PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS C14 C3 CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF 1.33 OF BEAMS AND AT SLAB EDGES. 40 PSF ACI 301 CHAPTER 3, METHOD I OR 2. 10 P5F Ciro CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY C4 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, A5TM A-615 TO SUPPORT REINFORCING STEEL. GRADE 60. GII THE FOLLOWING MINIMUM CONCETE COVER SHALL BE PROVIDED FOR REINFORCING: C5 WELDED WIRE FABRIC SHALL CONFORM TO ATSM A-185. UJU1F SHALL BE LAPPED C15 AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER % THROUGH "IS BARS C6 ALL CONCRTE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1.5" CONCRETE EXPOSED TO EARTH OR WEATHER 05 BARS AND SMALLER REQUIREMENTS FOR REINFORCED CONCRETE" ACI 315 LATEST EDITION, AND 1.5" CONCEETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301 FOR THE PRIMARY REINFORCEMENT, TIES, 5TIRUP5, AND SPIRALS IN BEAMS AND COLUMNS C1 ALL REINFORCING DETAILS SHALL CONFORM TO THE "MANUAL OF STANDARD PRACTICE FOR DETIALING REINFORCED CONCRETE STRUCTURE" AGI 315 LATEST EDITION, UNLESS DETAIL OTHERWISE ON THE DRAWINGS C12 HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 2'4" AROUND CORNERS OR CORNER 5AR5 WITH 25" LAP $HALL BE PROVIDED MASON�'Y NOfi�� MASONRY CONSTRUCTION SHALE. CONFORM TO ACI 5TAN0'�F;-D BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 531) CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90 (F'M=1500 P51) MORTAR SHALL COMPLY WITH A5TM C210, TYPE M OR 5. FLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. ALL MASONRY CROSS WE55 SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. THE MINIMUM CONTINUOUS UNOE35TRUCTED CELL AREA IN CELLS TO RECEIVE GROUT MUST NOT BE LESS THAN 3" X 311. MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. REINFORCE WALL$ WITH TRUSS TYPE (ASTM A-62,13 GAGE WIiRE) REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS Q 16" OC UNO, MEASURED VERTICALLY. PLACE PER MANUFACTURER'S INSTRUCTIONS, LAP ALL HORIZONTAL JOINT REINFORCING A MIN OF 8". WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BI* FILLED WITH GROUT OF A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. GROUT SLUMP SHALL BE NO LE55 5". GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEDD EIGHT FEET IN HEIGTH, AND SHALL BE CONSOLIDATED AT THE TIME OF POURING BY RODDING OR VIBRATING, PROVIDE CLEAN-OUT AT THE BASE OF EACH FILLED CELL TO ALLOW VISUAL INSPECTION OF COMPLETE GROUT PENETRATION. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO THE INSIDE FACE. VERTICAL BAR LAP SHALL EQUAL 48 X BAR DIAMETER (25" MIN FOR 05'6) VERTICAL REIN- FORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST D15PACEMENT AT INTERVALS NOT TO EXCEED 192 X BAR DIAMETER WITH A MAXIMUM OF 101. GROUT PLACEMENT STOPPED FOR (1) ONE HOUR OR MORE SHOULD BE STOPPED 1 1/2" BELOW THE TOP OF MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. SEE FOUNDATION PLANS FOR ALL VERTICAL REINFORCING. ALL VERTICAL REINFORCING TO EXTEND INTO THE UPPERMOST BOND BEAM. ALL TEMPORARY BRACING AND SHORING OF WALL$ TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF "5PECIFIGATIOI',I5 FOR MASONRY STRUCTURES (ACI -ASCE 530.0". THE STRUCTURAL SYSTEM 15 PE51GN ON THE FOLLOWLING LOADS PER THE 2010 FBC ROOF DEAD LOAD 16 PSF ROOF LIVE LOAD 20 PSF ROOF BOTTOM CHORD W10 STORAGE 10 P5F ROOF BOTTOM CHORD UJ/ STORAGE 30 P5F SECOND FLOOR DEAD LOAD 15 PSF SECOND FLOOR PARTITION LOAD 5 PSF SECOND FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF STAIRS 100 PSF LIVE 10 PSF DEAD SLAB ON GRADE 100 PSF TIMBER FRAME LIVE LOADS 21 PSF WIND LOAD V ULT 139 MPH REGION WIND LOAD USE FACTOR 1.33 DECK LIVE LOAD 40 PSF DECK DEAD LOAD 10 P5F ALL SPLICES SHALL BE 40 BAR DIAMETER MINMUM (25" FOR 05, 35" FOR "1) FIELD BENT STEEL IS ACCEPTABLE PROVIDED: I. BARS ARE TO BENT COLD, 2. INSIDE DIAMETER OF BEND SHALL NOT BE LE55 THAN 9, BAR DIAMETERS 3. PARTIALLY EMBEDDED REINFORCEMENT SHALL NOT BE FIELD BENT. BARS NEEDING BENDING TO ALIGN WITH FILLED CELL$ MAY BE BENT AT A MAXIMUM SLOPE OF I HORZ TO 6 VERTICAL, ALL WOF4< SHALL CONFORM TO CONCRETE SECTIONS OF THE 2010 FBC W l�-9w O � �D k�� 47 Jw tfM �w Q I c� z co zz, I p `Oa W � w REVISIONS ]& 3-5-18 Q CITY COMM O m 1 70O 7. w 0 z 4c CC M 0 PROD N0.:11-064 DATE: 1-22-18 THESN DRAWINCS AM COPY- RICHTBD DY NDNSIGN MANACNMNNT. LLC, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THS USB OF THNSB DOCUMENTS TO TIM ORIGINAL SITE OR PURPOSE FOR WHICH TIINY WERN PRNPARND. REPRODUCTIONS, CIOANCBS, OR ASSIGNMENTS AM STRICTLY PROHIBITED. DRAWN: AE CHECK: AE > NEW 5HEET l\_', " � " , j LAYOUT AND ROUTINC-c OF UNDERGROUND SANITARY LINES, ABOVE GRADE SANITARY LINES, ABOVE GRADE VENT LINES, ABOVE C;RADE SUPPLY LINES AND ALL OTHER CONFIGURATION OF ANY AND ALL PLUMPING -i PIPING IS THE RESPONSIBILITY OF THE MASTER PLUMGER SECURING THE PLUMPINC, PERMIT. PROVIDF AS PUILT DRAWINGS TO THE OWNER AT COMPLETION Or PROJECT. FLUM 1NG- NO-rEs 1 ALL SUPPLY PIPING SHALL BE CPUC ABOVE SLAf5 FED FROM ABOVE ABOUNDED ALL EXISTING BELOW GRADE SUPPLY LINE AND SEAL - CAP OFF 2 ALL WASTE PIPING SHALL BE SCH 40 PVC WITH SOLVENT WELDS. 3 ALL WATER CLOSETS SHALL BE ELOGATED BOWLS. ALL LAVATORIES ARE SELF RIMMING TYPE UNLE55 OWNER NOTIFIES OTHERWISE ALL WATER CLOSETS AND LAYS SHALL BE PRICED FOR COLORED UNITS. ALL FAUCETS SHALL Bar DELTA BRAND OR EQUAL UNLESS APPROVED BY OWNER OTHERWISE 4 ALL HOSE 5I55, FAUCETS AND SHOWER HEADS SHALL HAVE FLOW RE5TRICTORS PER CODE. S ALL WATER CL05ET5 SHALL BE WATER SAVING TYPE PER CODE Ifo GPF. 6 PRE55URE TESTS SHALL 8E FOR MINIMUM OF 4 HOURS AT 150 PSI WITH 2 PSI L055 MAX.. -f CONFIRM ALL SUPPLY LINES TO CBE CAPPED- DO NOT CAP BELOW GRADE UNLESS BOTH ENDS OF THE LOOP ARE CAPPED 8 INSULATE ALL SUPPLY PIPING IN ROOMS THAT ARE UNCONDITIONED. 9 MIN SLOPE ON DRAIN LINES 15 1/0"/FT 10 OWNER SHALL SELECT AND APPROVE ALL FIXTURES PRIOR TO BID. 11 INCLUDE CONNECTION OF DISHWASHER AND ICE LINE IN BASE BID FLUM51NG� FIXTURE 5GPEDULE= ITEM FIXTURE DESCRIPTION 0 VITEREOUS CHINA, ELONGATED, TANK TYPE, WC WATER CLOSET OPCI LOW CONSUMPTION, SEAT 4 COVER L LAVATORY VITEREOUS CHINA, DROP IN, OVAL Eq, P4 OPC I BOWL, &" OC FAUCET W/POP-UP DRAIN VERIFY WITH BUILDER U04V Iik n2 p STINLE55 STEEL DROP IN WITH 5TD FAUCET SET K5 KITCHEN SINK SELECTION BY BUILDER 50 GALLON - INSTALL PER ALL CURRENT FE3C-P 2014 REGO WH WATER HEATER SELECTION BY BUILDER WB WASHER BOX WASHER CONNECTION BOX CO GRADE CLEANOUT PVC SELECTION BY OWNER GD GARBAGE DISP 14/MV SHOWER HEAD 4 MV PRESSURE BALANCED, ADJUST PRESSURE MIXING VALVE, ANTI -SCALD SHOWER HEAD W/ADJU5TA5LE FD FLOOR DRAIN 2" FLOOR DRAIN WITH CHROME STRAINER AT SHOWER L' ❑ a- .9 .9 U EXISTING CLEAN AND POIN FLUM51NG� PLAN Scale: 1/4"=1'-O" PLAN NORTH J LL LL z Q Q LLQ w > w CI Z mom ®CL co CV ®®�j F-ODLIL JJ® W W m coo 00LL m2z WW Q cc cc REVISIONS 0 Z\ 0 0 0 0 0 W (/a z Q z Q CL a Z .e D PROD N0.:1-1-064 DAI'E: 1-22-18 THESE DRAWINGS ARE COPY- RIGHTWD BY EDNSIGN MANAGEMENT, W. 2017 THIS COPYRIGHT AND OTHER RIGHTS RNSTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR IIHICH ?TINY AERN PREP ARND. REPRODUCTIONS, CHANGNS, OR ASSIGNMENTS ARE STRICTLY PROHIDITND. DRAWN: AE CHECK: AE 0 b ��N� Eq, P4 O co U04V Iik n2 p J LL LL z Q Q LLQ w > w CI Z mom ®CL co CV ®®�j F-ODLIL JJ® W W m coo 00LL m2z WW Q cc cc REVISIONS 0 Z\ 0 0 0 0 0 W (/a z Q z Q CL a Z .e D PROD N0.:1-1-064 DAI'E: 1-22-18 THESE DRAWINGS ARE COPY- RIGHTWD BY EDNSIGN MANAGEMENT, W. 2017 THIS COPYRIGHT AND OTHER RIGHTS RNSTRICTS THE USE OF THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR IIHICH ?TINY AERN PREP ARND. REPRODUCTIONS, CHANGNS, OR ASSIGNMENTS ARE STRICTLY PROHIDITND. DRAWN: AE CHECK: AE GENERAL HVAC NOTES. ALL WORK SHALL BE IN COMPLIANCE WITH 2014 F.B.C.R 5TH ED, 2014 F.B.C.M. 5TH AND 2014 F.E.C.C. 5TH ED 1, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN, OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2014 F.B.C.M. SEC. (003.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN I INCH AND LABELED IN ACCORDANCE WITH THE UL -181A, PART I FOR DUCT BOARD OR UL I515, PART 1 FOR FLEX. ALL CLOSURES AND INSTALLATIONS SHALL BE INSTALLED AS PER 2014 F.M.C.M. CHAPTER 6, SEC. 603 ALL THRU-WALL, FLOOR 4 CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLA55 DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FARED. AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. " DRAFT 2014 F.S.R.S. MECHANICAL VOLUME". 3. ALL REGISTERS, GRILLES 4 DIFFUSERS MUST 5F TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDE IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 4. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 5. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL F.B.G.M. 2014 CHAPTER 5, SEG, 501.4 6. ENCLOSED SUPPORT PLATFORMS SHALL 13E CONSTRUCTED IN ACCORDANCE TO F.P.G M. 2014 CHAPTER 6. -i. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO MORE THAN 4 PERCENT OF FLOOR SPACE. F.B.C.M. 2014 CHAPTER 4. S. ALL EXHAUSTED BATHROOMS, CLOSETS 4 STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO 13E RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2014 CHAPTER 6, SEG. 601.4 9. NOT USED 10. NOT U5ED 11. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF SENSIBLE HEAT REMOVAL MUST 5E EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY 5Y5TEM NOT INSTALLED ACCORDING TO PLANS. 12. IF HVAC EQUIPMENT OTHER THAN SPECIFIED 13Y DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RE5PON5I5LE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. 13. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2014 F.B.C.-M. AND F.F3C.-E..C. 2014. SEE GENERAL HVAC NOTES: VERIDICAL FLOW AIR HANDLING UNIT GENERAL HVAC DETAIL CONDITION AREA - �� N.T.S. ATTIC OR UNCONDITIONED AREA ALL SUPPLY AND RETURNS MUST BE MIN. R-8, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC OR UNCOND. SPACE IN CONDITION SPACE MIN. R-8, 1 INCH. ROOF SUPPLY AIR INTERIOR WALL EXTERIOR WALL REFRIGERANT LINES TO CONDENSING UNIT CONDENSATE LINE R AIRRN NATIONAL ELECTRIC CODE WALL WALL MOUNTED DISCONNECT WALL _ U 1A c.U.-a G.U.-I DISCONNECT Tj COND. I C.U.-2 "NATIONAL ELECTRIC CODE" CONDITION 1) EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE OR GROUNDED PARTS ON THE OTHER SIDE OF THE W I;4<ING SPACE, OR EXPOSED LIVE PARTS ON HOTH SIDES EFFECTIVELY GUARDED BY SUITAE3LE WOOD OR OTHER INSULATING MATERIALS. INSULATED WIRE OR INSULATED 13U5-5AR5 OPERATING AT NOT OVER 300 VOLTS TO GROUND SHALL NOT 5E CON5IDER-D LIVE PARTS. CONDITION 2) EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE. CONCRETE, BRICK, oR TILE WALLS SHALL SE CONSIDERED AS GROUNDED. CONDITION 3) EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE (NOT GUARDED AS PROVIDED IN CONDITION 1) WITH THE s OPERATOR BETWEEN. NOTE: MUST ALSO HAVE 30" CLEARANCE FROM THE FRONT OF ELECTRICAL ACCESS PANEL HVAC <E *' FLAN NOTES 4 LEGEND I. AHU ............. 2. CU O 3. RETURN AIR DUCT .400.0.4...... 4. SIDE WALL RETURN AIR COR TRANSFER) AIR GRILL SWRA I - 5. CEILING DIFFUSER o Iq 6. RETURN AIR GRILL F"a 1. SUPPLY FLEX DUCT REINF 5PRIAL - CONNECT TO EXISTING MAIN TRUNK OR MIXING BOX A W�� Ga 8. EXHUAST FAN - DUCTED TO ROOF ® EXR 9. MAIN TRUNK - 1=G DUCT BOARD OR REINF SPIRAL 10. DIGITAL THERMOSTAT QO 11. MIXING PDX 12. CONSTRUCT WOOD PLATFORM- VERIFY MIN SIZE WITH AHU MANF AND AC B 13. &x3.5 24 GA METAL DRYER DUCT TO ROOF WITH RAIN CAP 14. VERIFY MIN CONCRETE SLAB SIZE 15. EXTEND .METAL DUCT FOR EXHAUST FAN 15T FLOOR TO ROOF OR THRU WALL k4VAC NOTES I DUCT DESIGN, AND CONFIGURATION IS FOR GENERAL LAYOUT PURPOSES ONLY. 2 MECH. CONTRACTOR DESIGN DEPT TO SIZE UNIT(5), DUCTS, GRILLS, AND ALL OTHER COMPONENTS 3 THE MECHANICAL CONTRACTOR SHALL PREPARE FINAL SHOP DRAWINGS ON AC DUCT SIZE AND CONFIGURATION AND SHALL SUBMIT THEM TO THE ARCHITECT FOR APPROVAL. ALL DUCT SIZING AND CONFIGURATION SELECTION SHALL BE PER LATEST EDITION OF ASHRE STANDARDS. 4 A/C EQUIPMENT SHALL BE RATED AS REQUIRED TO COMPLY WITH THE ENERGY CODE. 5 ALL DUCTS SHALL F3E INSULATED PER I=BC MECH 2014 CODE MINIMUM 6 ALL T5TAT5 SHALL BE PROGRAMAPLE TYPE I ALL A/C EQUIPMENT 5HALL HAVE MINIMUM CLEARANCE AS REQUIRED PY CODE 8 BASE PID SHALL 15E TRANI= OR CARRIER EQUPMENT/ SPLIT SYSTEM/ HEAT PUMPS OR EaUAL 9 ALL REGISTERS AND GRILLS SHALL BE WHITE OR OF COLOR TO MATCH EXISTING WITH VOLUME DAMPERS AND OPERABLE VANES. 10 HVAC SUB TO SUBMIT FOR SEPARATE HVAC PERMIT FROM THE AHJ -PROVIDE GC AND ARCHITECT WITH COPY OF ALL DOCS, PLANS, AND SPECIFICATIONS SUF3MITTED �-EVAC; FLAN DUCTS MUST BE IN COMPLIANCE WITH CHAPTER 6, 2014 F.B.C.M. SEC. 603 SUPPORTS 5 ft. MAX. DISTANCE APPROVED HANGER WIRE MIN. R -S, 1 1/2" FIE3ERGL455 DUCT ��. OR FLEX IN ATTIC OR UNCOND. SPACE HANGER CHANNELL 1.5 INCH WIDE (min.) TYPICAL DUCT TRUNK SUPPORT DETAIL SEE GENERAL HVAC NOTE 0 2 FOR 100% CLOSURES AND INSTALLATIONS DUCT SUPPORT INTREVALS HORIZONTAL DUCT - 5FT. VERTICAL DUCT - 6FT. TYPICAL SPIN -IN FITTINCx / OR TAP COLLAR DRAW [SAND FOR INTERIOR LINER APPROVED HANGER WIRE MIN. R-8, 1 1/2" INSULATED FLEX SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE DUCT TRUNK TYPICAL DIFFUSER IN NO CASE MATERIAL 5UPPORTINCz FLEX DUCT THAT IS IN DIRECT CONTACT WITH IT MUST BE LESS THAN I J" INCHS WIDE EXTERIOR LINER 5F -AL SHALL FASTEN TO DUCT TRUNK AS PER 2014 FLORIDA F31-1ILDING CODE -MECHANICAL NONMETALLIC DUCTS ALL DUCT SHALL DE TESTED IN ACCORDANCE WITH UL 181 ALL DUCT SHALL SE LISTED AND LABELED AS CLASS 0 OR CLASS I ALL DUCT SHALL 5E A MIN OF R-8 INSULATION IN UNCONDITION AREAS 5C -ale` 1/4"=I' -O" PLAN NORTH u H q W l �is o Iq F"a A W�� Ga ANTHONY E. E)r N AR0009781 LL. Ix L6 z uj Q � Lu w > e1 z LL N Z ® E -L CID 04 0 0q� Co LL, p� -j j 0 w twt cc 3 aloo ®®LL. L!Jwo ccM(1) Ix REVISIONS 0 0 0 0 PROJ NO.:1-I-064 DATE: 1-22-15 THESE DRAWINGS ARE copy- OPYRIGH'T'ED BY EDESIGN RIGHTED MANAGEMENT, Lt C, 2017 THIS COPYRIGHT AND OTHER RIGHTS RESTRICTS THE USE 010' THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY HERE PREPARED. HSYRODUCTIONS, CHANGES, OR A5SIGNMEN7'S ARE STRICTLY PROHIBITED. DRAWN: AE CHECK.• AE M100 JL- - - r