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HomeMy WebLinkAboutBUILDING PLANSNEW RESIDENCE FOR: T RACY LASH r7c511T1 r79T9 RIS�DICCTION: ST LUCIE COVNTYPLANNING AND ZONNING BU DING O E(S E CT: 2014 FLORIDA BUILDING CODE 2014 FBC: ACCESSIBILITY 2014 FBC: RESIDENTIAL ,fit 2014 FBC: ENERGY CONSERVATION 2014 FBC: PLUMBING {/ 2014 FBC: MECHANICAL AL A c J9 !t A ArP OA A PROJECT DATA: APPLICABLE DESIGN DATA: PROJECT ADDRESS: 40 Nettles Island, Jensen Beach, FL BUILDING DESIGNED: ENCLOSED OWNER: LASH ULTIMATE WIND SPEED: V (ult) 170 MPH (3-SEC GUST) INTERIOR DESIGN: N/A EXPOSURE: D STRUCTURAL ENGINEER: JOHN CRESWELL, P.E. CATEGORY: II CIVIL ENGINEER: N/A INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT: 1.55 MECHANICAL ENGINEER: N/A IMPORTANCE FACTOR: 1.0 1 PROJECT MANAGER: SHAUN KOGUT 1. / OCCUPANCY USE: RESIDENTIAL RO F PITCH. 3: 214:12 1ST FLOOR CONDITIONED SPACE: 658 SO FT COMPONENTS & CLADDING WIND PRESSURES: 2ND FLOOR CONDITIONED SPACE: 394 SO FT ROOF ZONES: 1: 45-O PSF 2: -77.0 PSF 3: -115.0 PSF ILL ONE • SEE E EVATIO S GARAGE: 214 SO FT LOADS: ENTRY: 11 SO FT FLOOR: 55 PSF ROOFIDEAD: 25 PSF ROOFILIVE: 20 PSF LANAI: 52 SO FT BEARING PRESSURES: MINIMUM SOIL BEARING PRESSURE: 2500 PSF TOTAL AREA AS PROPOSED: 1329 SO FT PRESUMPTIVE SOIL SEARING PRESSURE: 2500 PSF 51T—r_- L-011=71TION 17=1T-1 PARCEL ID#4502-501-0226-000-1 NETTELS ISLAND INC, A CONDO -SECTION II PARCEL 40 AND PRO-RATA SHARE IN COMMON ELEMENTS (OR 317-782) Land Area:.047 ACRES MARKET: TBD Tax District: TBD Neighborhood: TBD DOR use Code: VRES S/T/R: 02/37S/41 E 4 F ,t 9 r h 4 3 LV. ftwap 1). DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL SCALED DIMENSIONS, 2), CONTRACTOR TO VERIFY ALL DIMENSIONS & ADVISE ENGINEER OF ANY DISCREPANCIES, CONSTRUCTION SHALL NOT PROCEED UNTIL SAID DISCREPANCIES HAVE BEEN RESOLVED AND APPROVED BY ENGINEER. 3). NO MATERIALS OR SYSTEMS ARE TO BE FABRICATED UNTIL: A. ALL DIMENSIONS HAVE BEEN VERIFIED BY THE CONTRACTOR. B. SHOP DRAWINGS HAVE BEEN REVIEWED AND ACCEPTED BY THE ENGINEER. 4) PLANS AS DESIGNED ARE THE SOLE PROPERTY OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC OR 17'S DULY AUTHORIZED REPRESENTATIVES. PLANS MAY BE PURCHASED SEPARATELY BY CONTACTING GREEN DESIGN CONSTRUCTION & DEVELOPMENT, LLC @ (863) 634 - 7428. 5) CONSTRUCT ONE (1) NEW RESIDENTIAL RESIDENCE ON A EXISTING; NON -DEVELOPED RES. LOT IN ST. LUCIE COUNTY FLORIDA. STRUCTURE COMPLIES WI FBC R301.2, AS IS "NEGLIGIBLE" TO DAMAGE FROM WEATHERING, AND IS CLASSIFIED AS "VERY HEAVY" TO DAMAGE FROM TERMITE(S). 6) CONTRACTOR SHALL VERIFY THAT ALL INTERIOR FINISHES COMPLY WI FBC R302.9: FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL CEILING FINISHES. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPMENT INDEX OF NOT GREATER THAN 450. TESTING SHALL BE DONE IN ACCORDANCE WITH ASTM E 94, OR UL 723. 7) CONTRACTOR SHALL VERIFY THAT ALL INSULATION COMPLYS WI FBC R302.10: Flame spread index and smoke developed index for insulation. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. 8) THE ENGINEER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION METHODS, TECHNIQUES, PROGRAM, SEQUENCES OR PROCEDURES OR FOR THE SAFETY PRECAUSTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER SHALL NOT HAVE CONTROL, CHARGE OR BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB -CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES OR ANY OTHER PERSON PERFORMING ANY OF THE WORK ON THE JOBSITE. 9) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND THE COST OF ALL THE REQUIRED BUILDING AND TRADE PERMITS. 10) THE CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL AND NONSTRUCTURAL BRACING OF MEMBERS DURING CONSTRUCTION. SI riL E�Z F3=1L_ NOT=S 1. REFER TO A -PAGES FOR WALL DETAILS, AND S-PAGES FOR STRUCTURAL NOTES AND USE(S) 2. TRUSS MANUFACTURER TO PROVIDE TRUSS ENGINEERING AND LAYOUT FOR APPROVAL PRIOR TO INSTALLATION. Mr=CH�N1�-iL_, F=L_r=GTr�IC�L_, -9NM F-7F Ia F�F��VF=NTiON ELECTRICAL PLANS SHALL COMPLY WITH FBC 2010 CH. 1, SECTION 106.3.5. OWNER APPROVED PLANS SHALL BE PROVIDED TO GDCD FOR FINAL REVIEW AND COORDINATION WITH THE CONSTRUCTION DOCUMENTS, PRIOR TO COMMENCMENT. "mWAOTLIRS LARS W U PAarM AND SHGO ODMPUAIM WITH PBO ENERGY OODE MUST UilM��DWR � I r (Int WINDBORNE DEBRIS PROTECTION ` c T RESISTAN LAZING C�NSLJL_T�NT51 MECHANICAL: N/A a ELECTRICAL: N/A ST LUCIE COUNTY BUILDING DIVISION PLUMBING: N/A REVIEWED CR Poll CffiPEAM=1T CIVIL: N/A REVIEWED Y DATE - ENVIORNMENTAL: N/A LAND MUST 09 KEPT ON JOB OR NO INSPECTION WILL BE MADE SUSTAINABILITY: N/A CflNTr'7.9LTOR MEL-RY CONSTRUCTION, INC 10967 SOUTH OCEAN DR. / CGC 059412 51T= M=lr-= SITE LOCATION <0WWl BNd T,l[��iFS[.EIPLAN.S APND, (ALL/P(ROryPCOSryEO WORK FU E �31:11 p MAY K f; I,t'44M Y 1W a(10FR TO COOLY W IPI A.U.. AIMPLIOULE CODES, w ��r'F�IGF�T F�15CL�1 cr-- 1 Reproduction of the illustration and working drawings of these Mans, either in whole or in part, including any form and/or preparation of derivative works thereof, for any reason without prior written permission is strictly prohibited. The purchase of a set of plans in no way transfers any copyright or other ownership interest in it to the buyer except for a limited license to use that set of plans for the const uction of one, and only one, unit. The purchase of an additional set(s) of that plan alit a reduced price from the original set or as part of a multiple set package does nat convey to the buyer a license to construct more than one unit. This is also the case % Pith reproducible vellum, CAD disks or any multimedia. Similarly, the purchase of reproducible vellum carries the same copyright protection as mentioned above. It is generally allowed to make copies for the Construction of a single unit only. To use any plans more than once, and to avoid any co yright licenses infringement, it is necessary to contact the plan designer to rece�'Ive a release and a license for any extended usage. The designer will make special 1Provisions for plan usage within developments when previous arrangements have been made directly with the designer. Whereas a purchaser of reproducible is granted license to make copies, it should be noted that as copyright material, making photocopies from blueprints is illegal. Copyright and licensing of plans for construction exist to protect all parties. It respects and supports the intellectual property of the original architect, engineer, or designer. Copyright law has been reinforced over the past few years. Willf I infringement could cause settlements for statutory damages up to $150,000.00 plus ttorney fees, damages and loss of profits. i:3F9-4WING INMF_X SHEET CODE SHEET DESCRIPTION SHEET ISSUE DATE REVISION DATE AO GENERALNOTES 9.29/2015 11/18/2015 SITE DATA DESIGN DATA SITE MAP SHEET INDEX APPLICABLE CODE DATA SP-1 ELEVATIONS 9 29/2015 11/18/2015 A-100 ARCHITECTURAL NOTES 9/29/2015 LEGEND DOOR ID SCHEDULE A-200 DOOR AND WINDOW SCH 9/29/2015 11/18/2015 WINDOW LEGEND WINDOW DETAILS A-1 FLOOR PLAN 9 29/2015 11/18/2015 WALL LEG END ROOF OVERVIEW GENERAL NOTES S-100 STRUCTURAL NOTES 9/29/2015 S-300 FOOTING DETAILS 9/29/2015 11/18/2015 PRODUCT APPROVAL AFF. S-400 STRUCTURAL DETAILS 9 29/2015 FLASHING DETAILS S-1 FOUNDATION PLAN 9�29/2015 2ND FLOOR FRAMING PLAN S-2 CMU WALL PLAN 9 29/2015 11/18/2015 WOOD BEAM SCHEDULE LINTEL DETAILS BEAM DETAILS WIND ZONE COMPLIANCE FORM SAFE LOAD TABLE S-3 SECTION DETAILS 9/29/2015 11/18/2015 S-4 ROOF FRAMING PLAN 9/29/2015 ROOF ISOMETRIC TIE -DOWN DETAILS FRAMING NOTES E-100 ELECTRICAL NOTES 9/29/2015 LIGHT FIXTURE SCHEDULE ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS E-200 ELECTRICAL LOAD CALCULATIONS 9/29/2015 ELECTRICAL RISER DIAGRAM E-1 POWER PLAN 9�29/2015 LIGHTING PLAN P-100 PLUMBING SCHEDULE 9 29/2015 PLUMBING LEGEND PLUMBING NOTES P-1 DOMESTIC PLAN 9 29/2015 SANITARY PLAN P-2 SANITARY ISO 9/129/2015 M-100 MECHANICAL SCHEDULE 9/29/2015 MECHANICAL NOTES MECHANICAL DETAILS M-1 MECHANICAL PLAN 9/29/2015 MECHANICAL SCHEDULE MECHANICAL DETAILS tl r .1♦ J O O W LL NZmal=a Z Z Z uY O , z ¢ m o c Z ou cc, N JOVi� O O WM Z- 3 W ol-� w N> u 0 z Oz c R H W¢ w W U c Z N W I1Uq 0 �Z3Wo>O¢1 Oy01 ZLVI WZWW 1>VL,-1 u ozo ONWWS' 1 WzZa� W 0oFLL � g " ZwWW CK OZo¢O u0-uUFeG�< u J Cz uW OJ v m W W, W� 0 [ 0 Z N wi u Z i O Z. Z= w 0 z W O SHcET17�T9 0 -DESIGN DATA -SITE DATA -GENERAL NOTES -SITE MAP ❑ 0UP W 2 s o Ix iii a. 0. KO O Z U. 0 LL 0 G O W > > > to N N N N F=1- EV1510N r79 J Q11/18/15 a Z I� O� O (� r m LU W CD WZ� z z 0 v}UJlFi C01)F-F W�a CI"N Lu 0 Lu F H 'Q W WjL O 'ate a r_3aaWN a B.S. J.H.C. F/9T15 11/19/2015 F=�L_F_ AS NOTED e_1oa No JCF-ICCT AO 0, PEAK OF ROOF _______________ __ +21'-5 1/2" A.F.F. 12 26 GA MASTER RIB ROOF SYSTEM .10 4 12 pel iL MEAN ROOF HEIGHT _-------c�.4., 21D FL. BEAM HEIGHT +17'4" A.F. ii 2ND FL. WINDOW HEIGHTFL. WINDOW HEIGHT +16'-0" A.F.F. 2ND FL. FINISH FLOOR +g'-4" A.F.F. 1ST FL. BEAM HEIGHT +8'-0" AF.F. 1ST FL. WINDOW HEIGHT +6'-8" AF.F. OPTIONAL (B) FNISH FLOOR +/-0I-0" (ASSUMED) GARAGE FINISH FLOOR -1'_2" B.F.F. FFq[::lNT "I =_ V=TT10N PEAK OF ROOF _ _ _.— _ _ _ — 4' MEAN ROOF HEIGHT +19'-4 3/4" 2ND FL. BEAM HEIGHT +17'-4" A.F.F. rL 2ND FL. WINDOW HEIGHT +16'-0" A.F.F. 2ND FL. FINISH FLOOR +g'-4" A.F.F. iL 1ST FL. BEAM HEIGHT +g'-0" AF.F. 1ST FL. WINDOW HEIGHT FINISH FLOOR +/-0'-0" (ASSUMED) .�S FASCIA (PAINTED) 64ENTIOUS TYPE (PAINTED) HE SIDING (PAINTED) SCALE: 1/4" = 1'-0" 12 4 26 GA MASTER RIB ROOF SYSTEM HARDIE FASCIA (PAINTED) CEMENTIOUS TYPE ICCO (PAINTED) 1'— G�1�' GLG�✓=TI�N —DECORATIVE WOOD RAILING SCALE: 1/4" = 1'-0" ,Y\ PEAK OF ROOF -------- -— -— -- - —-— — - — - — ----- 26 GA MASTER RIB ROOF SYSTEM +21'-5 1/2" A.F.F. 12 4' { 12 4 MEAN ROOF HEIGHT _ _ _ _ _— — I 4.1 ' 2ND FL. BEAM HEIGHT J J J a I J ., J I I J y I " J "" T�-' _-_-___-_-_-___-____-___ F. HARDIE FASCIA (PAINTED) - 7/8" CEMENTIOUS TYPE STUCCO (PAINTED) iL 2ND FL FINISH FLOOR +9.��� A.F.F. 1ST FL BEAM HEIGHT 1ST FL. WINDOW HEIGHT +6'-8" AF.F. FINISH FLOOR +/-0'_0" (ASSUMED) �ICHT aILa:N/=lTIl=lN PEAK OF ROOF ____________________ 1/2" A.F.F. 12 4 4 MEAN ROOF HEIGHT V V V -------------- 2ND FL. WINDOW HEIGHT _ _ _ _ _ _ _ _ +16'-0" A.F.F. 2ND FL. FINISH FLOOR +9'-4" A.F.F. 12 L 1ST FL. BEAM HEIGHT _ _ _ _ _ 3 �� +8'-0" A.F.F. 1ST FL. WINDOW HEIGHT y +6'-8" A.F.F. - — - — - — DECORATIVE RAILING HEIGHT WOOD RAILING +2'-8" A.F.F. FINISH FLOOR ________ +/-0'-0" (ASSUMED) PORCH FINISH FLOOR J -0'-4" B.F.F. SCALE: 1/4" = 1'-0" GA MASTER RIB ROOF SYSTEM HARDIE FASCIA (PAINTEDI w 00 J W S N m Q i- Q 0 W '^ z N O N Y vi Z Z Z z y ¢ F V N Q w N O O wmz Q a c cZ d m m L G W J F Q O D m Z Q N C m w ooms��;�Q;o Z O W p z z J N Q Z h Z m -- wn o W U Q Y N C = J LL Q N W O Z W za,>Wo�o_3z� zw>� Q sl7 N Z> O z z_ I� p w w w Q m 2 u � O Z Z Q z 0 LL W W N z W F- m N Y O 20 mz -00 Z W V N> O C 2i Q w a J m y f- w Q— z o= W K R y Z w w Q z 1- w m Q 3 O O m LL O O m Q U LL O U Q e LL 17 TIVE AILING SHEET �BT91L5 -ELEVATIONS m w O a W N N ; w W LLO C > N t9 z LL > N _ r a O O Lu N z O te w O U LL O W N N RG\/I5ION O-RTc jj�11/18/15 i 117 m W co rr J m N Z Q O LU u) r, N Z Z O Lf) rn o O LU J V' LO V _:�LL-M� M !- W Lu W UQ0..1 pF-NU Lu ova0: F0-2IL waOw 'p a0 a cc a �7r��WN BY B.S. CF�ECHB�7 J.H.C. PLANTER R) NT 11 /19/2015 S _lL.B AS NOTED Fol F41EI�r �LcV�TI�N' . SCALE: 1/4" = 1'-0" ll 0 p GENERAL NOTE: FINAL PAINT COLORS TO BE SELECTED BY OWNER. COLORS SHOWN ARE FOR REFERENCE ONLY JOB ND ST1 ABV. --- ABOVE INT. --- INTERIOR A.C. --- AIR CONDITIONING INV. --- INVERT ACOUS. --- ACOUSTICAL JT. --- JOINT A.C.T. --- ACOUSTICAL CEILING TILE KIT. --- KITCHEN ADMIN. --- ADMINISTRATION LAV. --- LAVATORY A.DRN --- AREA DRAIN L.F. --- LINEAR FEET ADJ. --- ADJACENT I ADJUSTABLE L.P. --- LOW POINT A.F.F. --- ABOVE FINISH FLOOR MAX. --- MAXIMUM AFP --- ACOUSTICAL FINISH PLASTER MECH. --- MECHANICAL A.H.U. --- AIR HANDLING UNIT MFR. --- MANUFACTURER ALUM. --- ALUMINUM MGR. --- MANAGER ANOD. --- ANODIZED MH --- MANHOLE ARCH. --- ARCHITECTURAL MIN. --- MINIMUM A.S.B. --- ASBESTOS MISC. --- MISCELLANEOUS ASPH. --- ASPHALT M.O. --- MASONRY OPENING ASST. --- ASSISTANT MTL. --- METAL BAH --- BAD INSULATION NA --- NOT APPLICABLE BB. -- BACKER BOARD NC --- NON -COMBUSTIBLE BD. --- BOARD N.I.C. --- NOT IN CONTRACT BLDG. --- BUILDING No. I NUM. --- NUMBER BLK. --- BLOCK I BLOCKING NOM. --- NOMINAL BM. --- BEAM N.T.S. --- NOT TO SCALE B.D. --- BOTIOM D.C. --- ON CENTER CAB. --- OF CABINET O.D. --- OUTSIDE DIAMETER CB --- CATCH BASIN O.F.I.C. --- OWNER FURNISHED, CEM. --- CEMENT CONTRACTOR INSTALLED C.PLAS. --- CEMENT PLASTER O.H. --- OVERHANG C.G. --- CORNER GUARD OFF. --- OFFICE C.HGT. --- CEILING HEIGHT OPNG. --- OPENING C.JNT. --- CONTROL JOINT P.L. --- PROPERTY LINE CLR. --- CLEAR (FINISH TO FINISH) P.LAM. --- PLASTIC LAMINATE COLM. --- COLUMN PLAS. --- PLASTER COMP. --- COMPUTER PLUM. --- PLUMBING CPT. --- CARPET PLYWD. --- PLYWOOD CT. --- CERAMIC TILE P.O.B. --- POINT OF BEGINNING CLG. --- CEILING PR. --- PAIR CLO. --- CLOSET PTD. --- PAINTED C.O. --- CLEAN OUT RISE --- RISER CLM. --- COLUMN R RAD. --- RADIUS CONC. --- CONCRETE R.D. --- ROOF DRAIN CONT. --- CONTINUOUS REF. --- REFERENCE C.M.U. --- CONCRETE MASONRY UNIT REFL. --- REFLECTED DETL. --- DETAIL REINF. --- REINFORCED DIA. --- DIAMETER REO. --- REQUIRED DIR. --- DIRECTOR RM. --- ROOM DN. --- DOWN R.O. --- ROUGH OPENING D.O. --- DOOR OPENING RT --- RESILIENT TILE DR. --- DOOR SC --- SOLID CORE DWR. --- DRAWER SCHD. --- SCHEDULE DWG. --- DRAWING SERV. --- SERVICE EA. --- EACH SHR. --- SHOWER ELEC. --- ELECTRICAL SHT. --- SHEET ELEV. --- ELEVATION SIM. --- SIMILAR EL --- ELEVATOR SPECS. --- SPECIFICATIONS E.N.C. --- EXISTING, NO CHANGE SQ. --- SQUARE E.O.S. --- EDGE OF SLAB SL. --- SLOPE EQ. --- EQUAL SLD. SLIDING EQUIP. --- EQUIPMENT SREF STATE REQUIREMENTS E.W.C. --- ELECTRIC WATER COOLER --- FOR EDUCATIONAL EXH. --- EXHAUST --- FACILITIES (1999 ED.) EXIST. --- EXISTING S.S. --- SERVICE SINK EXT. --- EXTERIOR S.STL. --- STAINLESS STEEL EXP.JT. --- EXPANSION JOINT STL --- STEEL FBC 2010 --- FLORIDA BUILDING CODE (2010) STOR. --- STORAGE F.D. --- FIRE DAMPER STRUCT. --- STRUCTURAL F.F.E. --- FINISH FLOOR ELEVATION SUSP. --- SUSPENDED F.F.©E. --- FIXTURES, FURNITURE, AND EQUIPMENT SYM. --- SYMMETRICAL F.F.P.C. --- FLORIDA FIRE PROTECTION CODE T --- TREAD FIXT. --- FIXTURE TEL. --- TELEPHONE FLASH. --- FLASHING TEMP. --- TEMPERED FL.D. --- FLOOR DRAIN THK. --- THICKNESS F.O.F. --- FACE OF FINISH T.O. --- TOP OF F.R. --- FIRE RATED TYP. --- TYPICAL GA. --- GAUGE UA --- UNLIMITED AREA GALV. --- GALVANIZED U.C. --- UNDER COUNTER GEN. -- GENERATOR U.L. --- UNDERWRITERS LABORATORY GL --- GLASS U.N.O. --- UNLESS OTHERWISE NOTED G.W.B. --- GYPSUM WALL BOARD VERT. --- VERTICAL HIC - HANDICAP VEST. --- VESTIBULE HC --- HOLLOW CORE V.I.F. --- VERIFY IN FIELD HDWD. --- HARDWOOD VWC --- VINYL WALL COVERING HM --- HOLLOW METAL VT --- VINYL TILE HORIZ. --- HORIZONTAL WI --- WITH HGT. --- HEIGHT W.C. --- WATER CLOSET H.P. --- HIGH POINT WD --- WOOD LDIA. --- INSIDE DIAMETER W 10 --- WITHOUT INSUL. --- INSULATION WP. --- WATERPROOF WT. --- WEIGHT ST2 ST3 STD ST8 1. CONTRACTOR SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2014, FLA. FIRE PREVENTION CODE 2010. PERMITS SHALL BE POSTED IN A VISIBLE PLACE AT ALL TIMES. ALL PERMITS, UTILITY AND METER CONNECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 2. ALL WORK, MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE NEW AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 3. ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL AND INDUSTRY ORGANIZATIONS AS PER FBC. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC UTILITIES, ON AND OFF SITE, ACCESS ROADS AND OTHER SUPPORT FACILITIES. 5. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WITH ALL LOCAL UTILITY COMPANIES. 6. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. 7. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT AT ALL TIMES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. 9. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS SHALL BE FOLLOWED. 10. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FINISH MATERIALS UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE A DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH MATERIALS TO FACE OF FINISH MATERIALS. 11. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW BY ARCHITECT/ ENGINEER BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. REFER TO DRAWINGS FOR ADDITIONAL REQUIREMENTS. 12. THE USE OF FIRE RETARDANT TREATED WOOD IS PROHIBITED. PRESSURE TREATED WOOD SHALL BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY OR IN CONTACT WITH THE ELEMENTS (EXTERIOR). 13. CONTRACTOR TO FURNISH AND INSTALL ALL METAL AND WOOD BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, BATHROOM FIXTURES AND ACCESSORIES OR BY OTHER ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING TO SUPPORT THE IMPOSED LOAD. 14. IN ADDITION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES. 15. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE START OF WORK. THE OMISSIONS OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. ACCESS PANELS IN RATED ELEMENTS SHALL HAVE THE SAME FIRE RATING. 16. CONTRACTOR TO PROVIDE ACCESS PANELS WHERE APPLICABLE. 17. CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED OR FACTORY PAINT FINISHED EQUIPMENT, A.C. GRILLS OR REGISTERS, COVERS, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE VERIFY AND COORDINATE COLORS WITH INTERIOR DESIGN AND OWNER. 18. BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATION AND HEIGHTS OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL MOUNTED FIXTURES. 19. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS AND CONSTRUCTION MATERIAL FROM THE SITE (REFER TO NOTE # 7). CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPERLY CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, FLOORS, WALLS, DOORS, EQUIPMENT, ETC. 21. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS -BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS -BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. REFER TO PROJECT MANUAL. 22. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION, IN ACCORDANCE WITH F.B.C., F.F. P.C., O.S.H.A. 23. CONTRACTOR TO INSTALL BARRIERS AS NECESSARY AND REQUIRED AROUND PERIMETER OF ALL CONSTRUCTION LIMITS TO PROTECT THE PUBLIC. SEE NOTE 7 ABOVE. 24. CONTRACTOR TO PROVIDE A SAFETY PLAN PRIOR TO START OF CONSTRUCTION TO CLEARLY DELINEATE AREAS FOR CONSTRUCTION, SAFETY BARRIERS, EXITS, CONSTRUCTION TRAFFIC DURING THE VARIOUS PHASES AND WHEN CONDITIONS CHANGE. SEE NOTE 7 ABOVE. mar ram EFEErrr11�1 DETAIL LETTER SHEET WHERE SHOWN C � ITr1A1 SECTION NUMBER SHEET WHERE SHOWN Cam I�Ir : I�TaY C DETAIL LETTER SHEET WHERE SHOWN DETAIL TITLE / ' \ SCALE: NONE REF: WHERE CUT OCCURS A_$ SECTION TITLE (A) SCALE: NONE REF: WHERE CUT OCCURS _ M MATCH MATCH L LINE LIN L Er" LEVaT70N5 VEL (ASSUMED ELEVATION OF FINISH DOORS (SEE SCHEDULE) SHEET WHERE SHOWN A-B � B WINDOWS (SEE SCHEDULE) PRE -CAST LINTEL BEAMS A WALL ELEVATION WOOD BEAMS DWI -ROOM, SPACE (SEE FINISH SCHE APPEARS ON DRAWING AS A CLOUDED REFERENCE Q AT A PLACE OF REVISION AND ON TITLE BLOCK WALL TYPE (SEE WALL LEGEND) REVISION COLUMN COLUMNS fOp ELEVATION CHANGE APPEAR AS SEGMENTED BLOCK' AND INDICATES ENLARGED ARE, OF DETAIL TO BE SHOWN ilf o0 J J W LL Z s+z2¢�Zin ,n zOv, y°C �02 2 y C O Q:3— w z _ m 0 Q OU r,wz a Z O p m h cP a ❑ w O m z W¢Z wOrMw0 J M V ¢ y C9 ,n Z '� K x J LL a f/1 W O� m d Z z J w m W U W a Q om>�mOa�� Z O D w O z z in 0 w a K C7 O x u o LL LL W W N Z W— m N} O wO�ui Q ti p m Z r�zu+00 k`�JO'~owl a z o x y m¢0 U2F OS Daac¢ LL C z m m U� ma Q Wz�f W �o �¢ F o > Y O u N N s Q ey V mom '�o Z Z Z a GP< 0 q Z w y, -ABBREVIATIONS -GENERAL NOTES -LEGEND -DOOR LEGEND ❑ El ❑ ■ El h � W rc Z O F M O ? a_ O a o U.o rc 0 c O Hy 0 fN z O c - W N T FIIcvps'= i7%-4T J °>= o U m W co N LU LU m O �zo wU)Qft,N ZzOrno O W J lqT In W V Q 0 J C � N V V ovLu �aa F_ W 1- d v WaaO Ix 7rFl=lWN BY B.S. =Ha==HG7 J.H.C. i7=11T 9/29/2015 = I --IL_E AS NOTED JOB NO SHEC'T A-1 00 7OOr� WIN�70W SCH��7LIL� �N7 S��CIH IC"�T10N5 SIZE MARK DESCRIPTION TYPE FRAME HARDWARE REMARKS WIDTH HEIGHT AA 3'-0" 6'-8" 6-PANELCOLONIAL TS COMPOSITE HI, H8, H12 IMPACT RATED BB 5'-0" 6'-8" 2-SECTION SLIDER T1 VINYL H7, H12 CUSTOM WINDOW SYSTEMS, IMPACT RATED CC 7'-0" 4PANELGARAGEDOOR T19 ALUM H7 IMPACT RATED A 2'-6" 6'-8" BIFOLD6-PANELCOLONIAL T12 WOOD H7 5 B 2'-8" 6'-8" 6-PANELCOLONIAL TS WOOD H7 5 C 2'-0" 6'-8" 6-PANEL COLONIAL TS WOOD H7 5 D 3'-0" 6'-8" 6-PANEL COLONIAL TS WOOD H7 5 E 1'-8" 6'-8" 6-PANEL COLONIAL TS WOOD H7 5 F 1'-10" 6'-8" SHOWER GLASS T17 ALUM H7 CLEAR -TYPE GLASS G 2'-2" 6'-8" SHOWER GLASS T17 ALUM H7 CLEAR -TYPE GLASS H 2'-8" 6'-8" POCKET6-PANELCOLONIAL T14 WOOD H7 5 I 3'-0" 6'-8" POCKET6-PANELCOLONIAL T14 WOOD H7 S J 1'-6" 6'-8" BIFOLD6-PANELCOLONIAL T12 WOOD H7 5 ** ** ** ** WINDOWS ** •* 1 14 COLONIAL SH VINYL H7 CUSTOM WINDOW SYSTEMS IMPACT 2 13 COLONIAL SH VINYL H7 CUSTOM WINDOW SYSTEMS, IMPACT 3 153/4"X73/4" HYDRO VENT H.VENT S. STEEL H7 SMART VENT, IMPACT 4 25E COLONIAL SH VINYL H7 CUSTOM WINDOW SYSTEMS IMPACT 5 23 COLONIAL SH VINYL H7 CUSTOM WINDOW SYSTEMS, IMPACT 6 3SE COLONIAL SH VINYL H7 CUSTOM WINDOW SYSTEMS IMPACT 7 13 COLONIAL SH VINYL H7 OBSUCURE, CUSTOM WINDOW SYSTEMS, IMPACT DOOR TYPES: T1 :ALUMINUM PATIO, SLIDING (BY-PASS) DOOR T2 : ELIASON LWP-3.063TEMPEREDALUMINUM WITH 10" ROUND WINDOW ----STEEL OUT -SWING GLAZED FRENCH T3 : ALUMINUM STORM AND SCREEN DOOR T4 :HOLLOW METAL DOOR WITH 18 GA STEELJAMB----ALUMINUM CLAD, SOLID -CORE WOOD, GLASS TS :6-PANEL COLONIAL HOLLOW CORE WITH PRE -HUNG WITH COMPOSITE JAMBS T6 :6-PAN ELCOLONIAL HOLLOW CORE BI-FOLD (PROVIDE WOOD BACKING AND DRYWALL WRAPS @ BI-FOLD LOCATIONS) ----SIDELIGHT T7 :TRANSOM T8 : SPECIALTY SOLI0.CORE WOOD W/STAIN GLASS T9 : INTERIOR 6-PANEL MASONITE HOLLOW CORE T10 :INTERIOR FLAT PANEL BIRCH VENEER HOLLOW CORE T11 :INTERIOR SPECIALTY T12 : INTERIOR 6-PANEL MASONITE HOLLOW CORE BI-FOLD T13 :INTERIOR FLAT PANEL BIRCH VENEER 81-FOLD T14 :POCKET DOOR, MATCH PRE -HUNG SLABS T15 : INTERIOR 6-PANEL MASONITE HOLLOW CORE FRENCH T16 : BI-PASS SLIDING T17 :GLASS SHOWER SWINGING DOOR T18 SECTIONAL GARAGE DOOR T19 :ROLL -UP GARAGE DOOR HARDWARE: H1 :EXISTING, RE -KEY ----EXTERIOR DEAD BOLT, KEYALIKE H2 :MATCH EXISTING, RE-KEYALIKE----LEVER STYLE, PASSAGE H3 : 11/2" PR BUTTS, DOOR STOP, KICK PLATE, FLUSH BOLTS 1ST LEAF, LOCKSET IN 2NDLERF----LEVER STYLE, BED/BATH H4 : 11/2" PR BUTTS, LOCKSET, DOOR STOP, KICK PLATE ----DEAD BOLT, KEYED ALIKE HS :11/2" PR BUTTS, PUSH/PULL, DOOR CLOSER, DOOR STOP, KICK PLATE, SILENCER ----CLOSET PULL/KNOB H6 :PANIC DEVICE WITH AUDIBLE ALARM, KEY ALIKE, DOOR CLOSER, LOCKSET, THRESHOLD----RECESED POCKET PULL H7 :MANUFACTURER PACKAGE----MFR. PROVIDED HARDWARE H8 :DOUBLE BORE H9 :SPECIALTY H10 :DOORSTOP H11 :CLOSER H12 :MFR. SUPPLIED THRESHOLD H13 :ADA THRESHOLD H14 :EXISTING, RE-KEYALIKE H15 : RE -KEY TO MATCH EXISTING H16 :GARAGE DOOR CLOSER W/KEYLESS REMOTE H17 :SAFETY SENSOR AT GROUND LEVEL GENERAL NOTES: INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE 18 GA COLD ROLLED STEEL, KNOCKDOWN TYPE WITH SLIP RESILIENT BUMPERS. FRAME SHALL BE FACTORY PRIMED THEN PAINTED WITH 1 SHERWI N WILLIAMS INTERIOR SUPER PAINT (SEMI -GLOSS) MIN 2 COATS. PROVIDE MIN (4) 18 GA ANCHORS PER JAMB. DOOR TO BE FACTORY APPLIED GRADE "A" PRE -FINISHED VENEER. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE 16 GA HOT DIPPED GALV. STEEL, FULLY WELDED WITH MIN (4) GALV REDHEAD TYPE CONCRETE ANCHORS PER EACH JAMB SIDE. FRAME SHALL BE � FACTORY PRIMED, THEN PAINTED WITH MIN (2) COATS SHERWI N-WILLIAMS A-100 EXTERIOR GRADE PAINT (SEMI -GLOSS). 3. EXTERIOR DOORS SHALL BE IMPACT RATED, FACTORY PRIMED AND PAINTED WITH SHERWIN-WILLIAMS EXTERIOR SEMI -GLOSS PAINT(MIN 2 COATS) 4. GARAGE DOOR SHALL HAVE HURRICANE HARDWARE INSTALLED AND INSPECTED BY ENGINEER OF RECORD FOR FINALAPPROVAL S. DOORANDHARDWARESOURCES: EXTERIOR DOORS: INTERIOR DOORS: HARDWARE: STEEL DOORS: I. JELD-WEN INC. 1. JELD-WEN INC. 1. SCHLAGE 1. AMWELD BUILDING PRODUCTS, LLC 2. INGERSOLL RAND 2. MASONITE 2. IDEALSECURITY INC 2. BENCHMARK DOORS 3. WAYNE DALTON 3. PINECROFT 3. AMEROCK 3. CECO DOOR PRODUCTS 4. MAJESTIC ENTRIES INC. 4. BUILDERS CHOICE 4. WEISER 4. CURRIES COMPANY 5. ADVANCED GARAGE DOOR CORP. 5. BUILDERS FIRST -SOURCE 5. KWIKSET 5. DEANSTEEL MANUFACTURING, INC 6. CANTERA DOORS INC. 6. RELIABILT 6. GATEHOUSE 6. FLEMING DOOR PRODUCTS, LTD 7. CURRIES DIVISION OF AADS, INC. 7. ANDERSON 7. HAGER 7. KEWANEE CORPORATION 8. P.G.T. INDUSTRIES 8. P.G.T INDUSTRIES 8. STANLEY 8. MESKER DOOR, INC 9. INNOVATIVE METALSOLUTIONS 9. INNOVATIVE METALSOLUTIONS 9. PIONEER INDUSTRIES, INC 10. ANDERSON 10. ANDERSON 10. REPUBLIC BUILDERS PRODUCTS 11. THERMA-TRU 11. PELLA CORP 11. STEELCRAFT 12. PEILA CORP 13. BUILDERS FIRST -SOURCE 14. ATRI UM W I N DO WS &DOORS 6. ANY DEVIATION FROM THE APPROVED DOOR AND HARDWARE SOURCES SHALL BE FORMALLY REQUESTED IN THE FORM OF AN R.F.I. TO GREEN DESIGN. SUBMITTAL SHALL INCLUDE COVER PAGE PRODUCTAPPROVALJSPECIFICATION INFORMATION. SUBMITION OF R.F.I. DOES NOT GUARANTEE ACCEPTANCE OF ALTERNATE. GREEN DESIGN WILL RESPOND TO REQUEST WITH -IN 7 BUSINESS NO ALTERNATES SHALL BE INSTALLED PRIOR TO APPROVAL FROM GREEN DESIGN. 7. ALL DOOR HARDWARE SHALL BE STAINLESSSTEEL(OWNERSCHOICE) 8. ALL DOORS SHALL BE ENERGY STAR RATED, AND SHALL HAVE ARTICLE OF ACCEPTANCE BADGE CLEARLY VISIBLE PRIOR TO FINALINSPECTION.ANYGLASSINDOORSHALLHAVESOLARHEATGAIN 9. ALL LOCKSETS AND LATCH SETS SHALL BE LEVER TYPE. ADA APPROVED. WHERE NEW STOREFRONT DOORS ARE INSTALLED, G.C. TO INSTALL CODE REQUIRED TEMPERED SIDE-UTE OR TEMPERED KICK PANEL AS MATCHES APPLICABLE 10. BUILDING CODES. ASPROIECTISINWINDBORNEDEBRISREGION,ALLEXTERIORDOORSSHALLBEIMPACiRATEDANDDESIGNPRESSURESSHALLBECALCULATEDUSING "C"EXPOSURE 11. ALL INTERIORHARDWARESHALLBEEITHERBRUSHEDALUMINUMORANTIQUEBRONZE.G.C.TOVERIFYSEIECTIONSWITHOWNERPRIORTOORDERINGAND I NSTALLI NG DOORS 12. ALL LOCKSETS AND LATCH SET SHALL BE LEVER TYPE, ADA APPROVED. REMARKS: REMOVE EXISTING PUSH/PULL, INSTALL COVER PLATE OVER HOLES, MATCH MATERIAL : INSTALITHRESHIOLDAND WEATHER STRIPING G.C. TO PROVIDE PANIC HARDWARE ALARMCONTRA>CFOR TO SUBMIT SPECIFICATIONS TO GDCD FOR APPROVAL TENANT TO SUPPLYAND INSTALL CODE APPROVED ADA SIGNAGE : ALARM CONTRACTOR TO SUBMIT SPECIFICATIONS TO GDCD FOR APPROVAL PIVOTS, PUSH, PULL, CLOSER, THRESHOLD AND DEADLOCK/BOLT :INSTALL 11/16 P�Yt BRICK MOLDING PAINT DOOR AND FRAME :STUCCO RETURN FROM C.M.U. WALL UNDERCUT DOOR 1" .INSTALL WOOD TRIM TO MATCH AT DOOR RECESS PANIC HARDWARE TO HAVE AUDIBLE ALARM INSTALL I" SLAB RECESS FOR SLIDING J o O w LL = Z QI Q ? Q W vi O Z 2 2 Y 2 0 C C ww°°mmZ.m Lw ZOOmu Wn-Z� LDW I 2 cz, u' o�=w> J QQ � l.i Q Y Z N 'n ~ m W W O Z W a fl' o z> ��++� o; 3 Ln {L 28RZ- Zwowz SINGLE HUNG SINGLE HUNG (MULLED) FIXED GLASS HORIZONTAL SLIDER CASEMENT STORE FRONT Z o ° W Z Z Z C a w u o W = w W Z w F m O O o o Z o 0 �'J zw�o ^>C) Gw�< zzp0 u 3 u o u a- Q Q Q J Cz w m � m a IL: j I N ao_m O K N W luo W ,. o d r o 0 p0ow�o m O w W vz z 0 sza3: W z =x�3 s SUBSTRAT FASTNER -' w o 1+ o N SHIM Y W as ;� EXTERIOR ALL MANUFACTURES LABLES SHOWING EXTERIOR a U FACTORS AND RGYC COMPLIANCE WITH FBC ENERGY CODE MUST on u� n REMAIN ON ALL DOORS AND WINDOWS SHIM NO ANCHORS `f II.D APPROVED i i UNTIL INSPECTIONS ARE FLU/-'7FE�7NSI"L4T70JV REQUIRED ,y �� a'`", SUBSTRAT �� Z ' �� y: S c if FZ her A� N L=MT a SFIGcT 1GTaILS a SUBSTRAT FASTNER -WINDOW LEGEND SHIM -WINDOW DETAILS -DOOR DETAILS a SUBSTRAT FASTNER -DOOR SCHEDULE a a EXTERIOR ixwoo 0 0 SHI ❑ ❑ ❑ ❑ h 3 r, E z w z o uj Ix w o w c~a o FyyF� F � L� E> EXTERIOR 111 o 0 o H 4 3 z LL O Lu U 2 w > > > C FL F cHc%�N L Will-/ w V_Nl y N O T c w z N FZ WNW Vc'r�- T� �aL�TI�IV H r�cV151C]N �7�TE Q11/18/15 EXTERIOR z SHI {J EXTERIOR SUBSTRATE FASTNER SHI [�R ANCHORS a ° 1X WOO Q Q EQUIRED F71V ��� ZL N�I�L9TJIf�IN SUBSTRAT I �� FZ�WN�WI-/c9i7.-1c7�/L 'n YI �"".,'� FL F� 5/LL NFL Wig IYI' �. IV >_ EXTERIOR m W coil s I� LU 00 N Z Q O WU)XI,-U) �� FASTNER Z Z O rn o v EXTERIOR C) w_j M Lo SHIM Q N HGp lz 0 W SHIM G ~ U) V L) SUBSTRATE p V a F'Z WMk"70W J�2r3 . T-NL Q W V N Q HOUJ0a ANCHORS W M 0 W IL a0 SUBSTRAT Ix F7V J9Mr3 N5T'-ILL 9T�/ a, a ®4";:3 F L�nNoc Fay .� Nam!-aLL�� v imF AWN aY 1 CHBCE-1a�7 ❑❑❑O J.H.C. l J�ED EXTERIOR U o 4 11/19/2015 SHIM- 4 3 1X WOOD-r L_a AS NOTED 27 ANCHOR ..JI B NO SUBSTRAT SHGET FZ WN W A . 7 FL aA >) � ..-7�113 NV,S'T�LL W _ A-200 ITEM WG NO PART # DESCRIPTION 1 9521 65163 INTEGRAL FIN FRAME HEAD &JAMB 2 XXXX XXXXX OPTIONAL FLANGE 3 9520 65164 INTEGRAL FIN FRAME SILL 4 9870 69870 BOX FRAME SILL 5 7940 65102 FIXED MEETING RAIL 6 7126.1 65103 MEETING RAIL REINFORCEMENT 9 7092 65105 SASH INTERLOCK 11 7092.1 65114 SASH REINFORCEMENT 30 XXXX XXXXX 5/16" LAMI GLASS NOMINAL 31 XXXX XXXXX 1/8"ANNEALED GLASS 32 XXXX XXXXX 1/8" ANNEALED GLASS 33 XXXX XXXXX AIRSPACE 34 XXXX XXXXX 0.90 DUPONT PVB INTERLAYER 35 XXXX XXXXX 1/8" TEMPERED OR ANNEALED GLASS 36 XXXX XXXXX 3/4" OVERALL GLASS NOMINAL 39 XXXX XXXXX SILICONE DOW 40 6492 65112 GLAZING BEAD 41 8483 65148 SDL GLAZING BEAD 0 O O 0 FIMST F1L1]1]M i=1_=:IN O SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING -Of-5- SO,- FT -FOR -GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. ALL MANUFACTURES LABLES SHOIMNO U FACTORS AND SHGC COMPLWNCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED SCALE: 1/4" = 1'-0" O 'Q \ j MSTR SUITE MSTR BATH v � o 0 OO Ac �rvnx AIC Ti CATTIC ' m"cs :ACCESS: ST IR U :7 '� - ------- 24"X221/2" MSTR ; FIELD VERIFY W.I.C. ue,"nws v Al S UP of"c � ° T-2V 10' 1" WALL- L_aM=-,Ni7 :8" CMU WALL VARIES IN HEIGHT, W/ 7/8" CEMENTIOUS TYPE STUCCO (EXTERIOR). 3/4 PT WALL FURRING, R-11 FOIL INSULATION, 1 AND 1/2" DRYWALL (INTERIOR). : 2X4 FRAME WALL TO 8'-0" AFF W/ 112" DRYWALL EACH SIDE. 2 FINISH BY CONTRACTOR OF RECORD — : 2X4 HALF WALL TO 3'-0" AFF (1) BOTT. PLATE, (2) TOP PLATE W/ 112" DRYWALL EACH SIDE. FINISH BY CONTRACTOR OF RECORD 3 :2X6 FRAME WALL SECOND FLOOR, W/ 112" CDX PLYWOOD, 5/8" CEMENTIOUS TYPE STUCCO (EXTERIOR). R-11 BATT INSULATION (BETWEEN STUDS) VAPOR BARRIER, 1/2" DRYWALL (INTERIOR). 4 FINISH BY CONTRACTOR OF RECORD :2X6 FRAME WALL FIRST FLOOR, W/ 1/2" CDX PLYWOOD, 1/2" TYPE "X" GYPSUM (EXTERIOR). R-11 BATT INSULATION (BETWEEN STUDS) 5 VAPOR BARRIER, 1/2" DRYWALL (INTERIOR). FINISH BY CONTRACTOR OF RECORD :2X6 FRAME WALL W/ 1/2" DRYWALL EACH SIDE UNLESS OTHERWISE SPECIFIED IN FIN CHEDULE. FINISH BY CONTRACTOR OF RECORD. 6 Q : 2X4 SPRUCE 1-HOUR RATED BEARIN�WALL W/SPRUCE STUDS @ 16" O.C. (2) TOP PLATE, (1) PT BOTTOM PLATE, TO 9'-0" A.F.F. W/ 5/8" TYPE "X" GYPSUM EACH SIDE. :8" CMU WALL VARIES IN HEIGHT, W/ 7/8" CEMENTIOUS TYPE STUCCO O (EXTERIOR). 3/4 PT WALL FURRING, R-11 FOIL INSULATION, AND 1/2" DRYWALL (INTERIOR). WALL EXCEEDS FBC REQUIREMENTS \ 8 OF R302.1(1) FOR 1-HR RATED EXTERIOR WALL W/ UL U905. N9775 / 1. ALL FRAMING AND RING LL 2 GRADE OR BETTER / AND SHALL BE PLACED AT 16" O.C. UNLESS OTHERWISE NOTED. ALL BEARING WALLS SHALL HAVE PT BOTTOM PLATES AND (2) TOP PLATES. 2. PIPING AND CONDUIT DISTRIBUTION AND ELECTRICAL BOXES SHALL BE CONCEALED WITH -IN STUD WORK. ALL CONDUIT AND BOXES TO BE INSTALLED PRIOR TO INSULATION, AND SHALL BE INSPECTED BY MECHANICAL ENGINEER OF RECORD PRIOR TO WALL 1 FINISHES. COVERS TO BE COORDINATED WITH OWNER PRIOR TO JINSTALLATION. 3. CONTRACTOR TO PROVIDE BLOCKING AND FIRE STOPS AS REQUIRED BY CODE. STRUCTURAL ENGINEER SHALL INSPECT ALL BEARING PARTITIONS AND CEILING/ROOF SYSTEMS PRIOR TO INSULATION. 4. SEE TYPICAL WALL SECTIONS, AND NOTES FOR ADDITIONAL INFORMATION RELEVANT TO FURRING, INSULATION AND AIRIVAPOR SEALS. 5. SEE "S" PAGES FOR WALL AND CEILING TIE DOWN INFORMATION AND / CONNECTOR SCHEDULE. O 6. PLUMBER SHALL COORDINATE ROUGH PLUMBING W/ CONTRACTOR PRIOR TO / 2 1ST ROUGH, AND THEN AGAIN BEFORE SECOND ROUGH. PLUMBER SHALL BE / RESPONSIBLE FOR INSTALLATION OF ALL BACKING REQUIRED FOR PROPER INSTALLTION OF PLUMBING AND ADA FIXTURES. 0EC13NE3 1= l_1:3C3F9 �L�N SCALE: 1/4" = 1'-0" FIE0=� SCALE: 1 /8" = 11-0" r_ YF:fflGI_IT Reproduction of the illustration and working drawings of these plans, either in whole or in part, including any form and/or preparation of derivative works thereof, for any reason without prior written permission is strictly prohibited. The purchase of a set of plans in no way transfers any copyright or other ownership interest in it to the buyer except for a limited license to use that set of plans for the construction of one, and only one, unit. The purchase of an additional set(s) of that plan at a reduced price from the original set or as part of a multiple set package does not convey to the buyer a license to construct more than one unit. This is also the case with reproducible vellum, CAD disks or any multimedia. Similarly, the purchase of reproducible vellum carries the same copyright protection as mentioned above. It is generally allowed to make copies for the construction of a single unit only. To use any plans more than once, and to avoid any copyright licenses infringement, it is necessary to contact the plan designer to receive a release and a license for any extended usage. The designer will make special provisions for plan usage within developments when previous arrangements have been made directly with the designer. Whereas a purchaser of reproducible is granted license to mak 0 , 1 ou be noted that as copyright material, making photocopies from blue i1nis all �1.,�,W ,('/ Copyright and licensing of plans for construction exist to protect all partIt i p;s and supports the intellectual property of the original architect, engineer, or designer. Copyright law has been reinforced over the past few years. Willful infringement could cause settlements for statutory damages up to $150,000.00 plus attorney fees, damages and loss of profits. p 0 J J LL p Zmaoa o� =wo 0 Z Z Z y y Z w ~cc zcc d° m a� a m uowo='W"1-jmz w � =�LLa�woZwa �Rwwo s F p o 0 3 z H W U W Z � U' I2 111 I 5 2' O W Z Z V w' Q R W Q u O Ou. 2n o ZZZ{� w W y, m y O W a W 5 ui Q N 01 Z p u O g F a Z p O_ N W�a�m�F�3~ 0 0W� Y Z K w a 2 F- w m 3rQou°'o8a-< LOOR PLAN /ALL SCHEDULE INISH SCHEDULE ENERAL NOTES OOF OVERLAY rFicV151ON r7=11Tc 11/18/15 1.0 11/18/15 d Z In� 1� R > = o m W 04 J 0] N ([ 0 o F- rL WOo'1N ZZOrno O W J 'T LO ,t LL CM V r/)y W LI.I❑ V H L) W U ❑ H N V Q W V N Q �0WI-a v 0aa0 Ix a r7rF1_qWN a',rr B.S. J.H.C. M-q- = 11 /19/2015 T=' L_a AS NOTED JDa NO � 67-IGGT A-1 �m=ENERFM. INf=lORM=qTlOI*L: 1. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY OF DETERMINING THE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, TEMPORARY BRACING, GUYS, FALSE WORK OR CRIBBING THAT MAY BE NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION, UNDER ALL LOADING CONDITIONS. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 2. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR INSERTS, SLEEVES, CURBS, PADS, ETC, THAT AFFECT STRUCTURAL WORK. 3. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES SHOWN IN THE CIVIL SHEETS PRIOR TO THE EXCAVATION FOR THE BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN THE FOUNDATIONS AND ANY BURIED UTILITY PIPES. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING ANY MATERIALS, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER WHERE CONDITIONS MAY VARY FROM WHAT ARE SHOWN ON THE DRAWINGS. 5. WHERE A DETAIL IS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS, IT SHALL APPLY TO ALL SAME OR SIMILAR CONDITIONS ON THE PROJECT. 6. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALLS, WINDOWS, PRECAST CLADDING, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY OTHERS AS REQUIRED IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. Fr'OLJNM'-lTIONS: 1. FOUNDATIONS ARE DESIGNED FOR AN ASSUMED SOIL BEARING PRESSURE OF 2500 PSF. 2. A GEOTECHNICAL ENGINEER RETAINED BY THE OWNER SHALL INSPECT ALL FOUNDATION WORK TO CONFIRM THAT REQUIRED SOIL BEARING CAPACITIES ARE MET, THE GEOTECHNICAL ENGINEER SHALL FURNISH A SIGNED AND SEALED SUMMARY REPORT STATING THAT THE FOUNDATION PREPARATION PROVIDES THE REQUIRED BEARING CAPACITIES FOR FOUNDATIONS. 3. THE PROJECT SITE SHALL BE IMPROVED WITH VIBRATORY ROLLING COMPACTION FROM THE STRIPPED GRADE PRIOR TO CONSTRUCTION OF THE FOUNDATION PAD. THE TOP 2 FEET BELOW STRIPPED GRADE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY PRIOR TO PLACING FILL TO ACHIEVE FINAL GRADE. 4. AREAS UNDER SLABS AND FOOTINGS TO BE BACK FILLED SHALL BE COMPACTED IN LIFTS OF NOT MORE THAN TWELVE INCHES UNCOMPACTED DEPTH (SIX INCHES UNCOMPACTED DEPTH IF HAND OPERATED EQUIPMENT IS USED) TO 95% OF THE MAXIMUM DRY DENSITY AS DEFINED BY ASTM 0698. 1. THE DESIGN WIND PRESSURES FOR EXTERIOR WINDOWS AND DOORS ARE SUPPLIED ON THE ELEVATION DRAWINGS. THE CONTRACTOR SHALL SUBMIT PRODUCT CONTROL APPROVALS TO THE ENGINEER SHOWING THAT THE DOORS, WINDOWS AND OTHER CLADDING SYSTEMS MEET THE DESIGN PRESSURES AND DEBRIS IMPACT CRITERIA FOR THE CONSTRUCTION PROJECT PER FBC REQUIREMENTS. 1. PLYWOOD ROOF SHEATHING SHALL BE MIN 5/8" CDX GRADE, SHEATHING, WITH 48/24 APA SPAN RATING. 2. CONTINUOUS WOOD BLOCKING SHALL BE PROVIDED ALONG RIDGE AND AT ALL EDGE SUPPORTS @ ALL GABLES. BLOCKING SHALL CONSIST OF 2X4 AT PANEL JOINTS WITH (2) 16d TOE NAILS AT EACH END. 3. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO II END JOINTS SHALL BE STAGGERED. 4. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d GALV. RING SHANK NAILS. NAIL SPACING SHALL BE AS FOLLOWS: ALL ROOF AREAS: 4" O.C. AT PANEL PERIMETER AND 6" O.C. AT INTERMEDIATE SUPPORTS ■ NOTE: NOT ALL NOTES MAY APPLY TO THESE PLANS aE1NF�r■- �7 CON�iF 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301, LATEST EDITION, SPECIFICATIONS FOR STRUCTURAL CONCRETE, AS WELL AS ACI 318, LATEST EDITION. 2. UNLESS NOTED OTHERWISE, DETAILS OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, AND CRSI MSP-1, MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 3. SHOP DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING OF THE REINFORCING STEEL AND ACCESSORIES SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT/ENGINEER. NO FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. 4. SUBMIT CONCRETE MATERIALS, MIX DESIGN AND METHODS OF CURING FOR REVIEW BY THE ENGINEER. 5. TESTING LABORATORY EMPLOYED BY THE OWNER SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. SEE SPECIAL INSPECTION SCHEDULE FOR REQUIRED TESTS. 6. UNLESS NOTED OTHERWISE, 28 DAY COMPRESSIVE STRENGTH OF CAST -IN - PLACE CONCRETE FOR EACH PORTION OF THE STRUCTURE SHALL BE AS FOLLOWS: FOOTINGS, SLAB ON GRADE = 3,000 PSI BEAMS COLUMNS AND SLABS ABOVE GRADE = 4,000 PSI 7 UNLESS NOTED OTHERWWSE, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2" #5 BARS AND SMALLER 1 1/2" INTERIOR SLABS AND WALLS W/ #11 BAR AND SMALLER 3/4" INTERIOR BEAMS, AND COLUMNS: 1 1/2" 8. CONCRETE SLUMP SHALL BE 3" MIN. TO 5" MAX. 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 U.N.O. 10. ALL SPLICES SHALL CONFORM TO ACI 318, CLASS "B" SPLICES UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS OF 30"X30" FOR TOP AND BOTTOM BARS AT ALL CORNERS OF TIE BEAMS AND FOUNDATIONS. 11. CONSTRUCTION JOINTS SHALL FALL AT CONTROL JOINTS AND SHALL BE KEYED. 12. WELDING OR TACK WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED EXCEPT AS AUTHORIZED OR DIRECTED BY THE STRUCTURAL ENGINEER OR HIS REP. 13. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE SUPPLIED IN SHEETS. LAP SHEETS AT LEAST 8" TO CONTAIN AT LEAST ONE CROSS WIRE WITHIN 8" OF CENTRAL JOINT. 14. PROVIDE 2 #4 (XT-0 LONG) BARS AT ALL RE-ENTRANT CORNERS OF ALL SLABS ON GRADE AND UPPER FLOOR SLABS. 15. PROVIDE CORNER BARS MATCHING THE MAIN REINFORCEMENT AT ALL FOOTING AND TIE BEAM INTERSECTIONS. THE LENGTH OF CORNER BARS IN EACH DIRECTION SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 16. IF REQUIRED, HOUSEKEEPING PADS SHALL BE 4" THICK CONCRETE CAST OVER THE FLOOR SLAB. REINFORCE WITH 6X6 W2.lXW2.1 PLACED AT CENTER OF SLAB. COORDINATE SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. M=l NFILrj: 1. MATERIALS, TESTING OF MATERIALS AND STORAGE OF MATERIALS SHALL CONFORM TO ACI STANDARD SPECIFICA TIONS FOR MASONRY STRUCTURES AND BUILDING CODE REQUIREMENTS (ACI 530-99 AND 530.1-99). 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90. MORTAR SHALL BE TYPE M OR S COARSE MASONRY GROUT SHALL CONFORM TO ASTMC476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AND A SLUMP OF :t10". MINIMUM 28 DAY COMPRESSIVE STRENGTH fm OF THE MASONRY SHALL BE 2,000 PSI. 3. ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND. MORTAR JOINTS SHALL NOT EXCEED 5/8" THICKNESS IN CONCEALED AREAS AND WITHIN SPECIFIED TOLERANCES IN AREAS EXPOSED TO VIEfle FOUNDATIONS WHERE VERTICAL AND HORIZONTAL ALIGNMENT WOULD CAUSE MORTAR JOINTS TO BE LESS THAN 1/4" OR MORE THAN 1/2" THICK SHALL BE CORRECTED PRIOR TO COMMENCING MASONRY CONSTRUCTION. 4. PIPES OR CONDUITS MAY PENETRATE HORIZONTALL Y THROUGH MASONRY WALLS BY MEANS OF A GALVANIZED STEEL SLEEVE NO THINNER THAN STANDARD WEIGHT (SCHEDULE 40), ASTM A53, SOLIDLY GROUTED OR MORTARED IN PLACE. PLACE SLEEVES NOT CLOSER THAN THREE DIAMETERS ON CENTER. MAXIMUM SIZE OF SLEEVE SHALL BE 12". 5. MAXIMUM SIZE OF EMBEDDED VERTICAL PIPE OR CONDUIT IN A BEARING WALL SHALL NOT EXCEED 113 OF WALL THICKNESS. PIPES SHALL NOT BE PLACED CLOSER THAN THREE DIAMETERS ON CENTER. 6. HORIZONTAL JOINT REINFORCEMENT IN ALL CMU WALLS SHALL BE 9 GA. DEFORMED GALVANIZED TRUSS TYPE. JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR WITH A MINIMUM COVER OF 5/8". HORIZONTAL MASONRY REINFORCEMENT SHALL BE PLACED IN EVERY OTHER COURSE UNLESS OTHERWISE NOTED. 7. SEE PLANS FOR VERTICAL REINFORCEMENT IN WALLS. PROVIDE MINIMUM LAP OF 48 BAR DIAMETERS. FILL ALL REINFORCED CELLS WITH GROUT FOR FULL HEIGHT ALL CELLS LOCATED BELOW GRADE SHALL BE FILLED WITH GROUT REINFORCE CELLS ADJACENT TO DOOR, WINDOW AND OPENINGS IN ACCORDANCE WITH CMU OPENING REINFORCING DETAIL. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 8 ALIGN VERTICAL CORES EVENLY FOR THE FULL HEIGHT WHERE CELLS ARE TO BE GROUTED. GROUT IN VERTICAL CORES SHALL NOT BE PLACED IN LIFTS GREATER THAN 5 FEET PROVIDE CLEAN OUTS WHEN GROUTING BLOCK CELLS. 9. MASONRY WALLS MUST BE BRACED DURING ERECTION FOR WIND AND CONSTRUCTION LOADS. BRACES MUST BE DESIGNED, CONSTRUCTED AND ERECTED IN A FASHION AS TO PREVENT PERMANENT SCARRING OF EXPOSED MASONRY SURFACES. 10. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO FORMING OR PLACING CONCRETE IN COLUMNS AND BEAMS OVER THE WALLS, EXCEPT AS OTHERWISE SPECIFIED. HORIZONTAL JO"NT REINFORCING SHALL EXTEND A MINIMUM OF 6" INTO ALL ABUTTING COLUMNS ME t - 777T J•. 1.0, 1 _ i -J I = I - 1 -1..= �=A 1. PREFABRICATED WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH ASCE 7-10. 2. PREFABRICA TEO WOOD TRUSSES AND GIRDERS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE TPI AND THE FBC FOR THE LOADS INDICATED ABOVE (LATEST EDITIONS). 3. PREFABRICATED TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA REGISTERED SPECIALTY ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF -RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF -RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. SPECIALTY ENGINEER SHALL COMPLY WITH CHAPTER 471 F.S. 4. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS, AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. 5. TRUSS AND GIRDER LAYOUT AS INDICATED ON THE ROOF FRAMING AND/OR FLOOR FRAMING PLAN(S) SHALL NOT BE ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ENGINEER OF RECORD. 6. SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE A/E. 7. WOOD FRAMING SHALL BE SOUTHERN PINE No. 2 UNLESS SPECIFIED OTHERWISE BY TRUSS MANUFACTURER 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITIONS. 2. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST "STRUCTURAL STEEL DETAILING MANUAL OF THE AISC" SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN FLORIDA, AND SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW NO FABRICATION SHALL BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED. 3. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING: A. W-SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. (ASTM A 572, GRADE 50 MAY BE SUBSTITUTED FOR ASTM A992.) B. SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE B C. ROUND HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A501 OR ASTM A53, GRADE B. D. OTHER STEEL SHAPES (CHANNELS. ANGLES, AND PLATES) MAY CONFORM TO ASTM A36 4. BEAMS WITHOUT SPECIFIED CAMBER ARE TO BE FABRICATED SUCH THAT AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP FABRICATION IS UPWARD AT MID SPAN. 5. BOLTS, WELDS, ANCHORS, AND HEADED STUDS: A. WELDS SHALL CONFORM TO "STRUCTURAL WELDING CODE" OF THE AMERICAN WELDING SOCIETY, AWS DI.I. USE E70XX ELECTRODES. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE. MINIMUM WELD SIZE IS ACCORDING TO AISC, LATEST EDITION. B. UNLESS NOTED OTHERWISE BOLTS SHALL CONFORM TO ASTM A325, AND SHALL BE MINIMUM 3/4" DIAMETER. C. UNLESS NOTED OTHERWISE STUDS SHALL BE 3/4" DIA. 5-3/16" LONG HEADE STUDS, BY NELSON, OR APPROVED EQUAL. D. UNLESS NOTED OTHERWISE ALL EXPANSION ANCHORS ARE TO BE 3/4" DIA. HILTI KWIK - BOLTS WITH 4 3/4" MIN. EMBEDMENT, OR AN APPROVED EQUAL. E. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND SHALL BE GALV. IF EXPOSED IN THE FINISHED STRUCTURE. 6. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAILING OF ALL CONNECTIONS NOT SPEC/FICALL Y DETAILED ON THE CONTRACT DRAWINGS. THIS DESIGN SERVICE SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. SHOP ORA VWNGS AND CALCULATIONS OF SUCH CONNECTIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN FLORIDA. REVIEW BY THE E.O.R. DOES NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH. 7. UNGALVANIZED PIECES EXCEPT AT AREAS TO BE FIELD WELDED. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING (USE GALVANIZED PAINT FOR TOUCH UP OF GALVANIZED STEEL). 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ET A +100.0 PS (-"1 PS GARA NOA:12-0605.09 11/11/2015 WAYNE DALTON 3/8" SIMPSON TITEN 3/8"X4" 12" O.C. @ CEN TRACK ASSEM. 2 3/8" ( PSF) (<52.0 PSF) SLIDING GLASS DOOR FL:17521 N/A CUSTOM WINDOW SYSTEMS 3/16" ITW TAPCONS 3/16" REFER TO PAGE 70F 91N P.A. SHEET 1" (+55.0 PSF) (-55.0 PSF) SIMPSON LSTA21 MAY BE SUBSTITL SP6 TIEDOWNS @ WINDOW AND DC TO STUD LOCATIONS AS INDICATE SIMPSON SPS TO EACH 2X6 STUI (1 SHOWN FOR CLARITY), INSTALL W GALV SD05 TYPICAL FRAMED HEADER DETAIL: N.T.S. (3) #5 REBAR IN MITER LINTELS BY VERTICAL GROUT FIELD CUTTING FILLED CELL ROUGH OPENING BELOW - 8" x 16" CMU COLUMN BELOW ° A VERTICAL CUT #5 CORNER DOWEL INSIDE #5 BAR AS SHOWN --CAST-CRETE HIGH STRENGTH PRECAST p LINTELS FILLED WITH 2500 PSI GROUT w m t7 ----MAINTAIN MIN - z 30" BAR LAP • w CL 0 ; A x • c 0 ♦ A Air,. r N. T. S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2 x 6 3/16" X 3" 12" O.C. 2 2 x 8 3/16' X 3" 12" O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDSFASTENING OF WINDOW TO BUCK RESP. OF WINDOW MANUFACTURER. LINTEL IF DOUBLE 2X--,,,.' NAILER IS USED, USE 1/4" X 4" TAPCONS.SEE OTHER NOTE FOR SPACING REQUIRED FASTEN PT 2X— NAILER TO MAS. FILLED CELL W/ CONT. WOOD #5 VERTICALS TRIM (5) 1/2" DIA. x 8" ` T, "J" BOLTS 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PE GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL 1/2" X 8" A.B. W/2" WASHEI SET IN TYP. FILLED CELL MIN. 5 PER JAMB. P.T. #L SYP 2" X 6" DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. NOTE: NOT ALL DETAILS MAY APPLY TO THESE PLANS e SIMPSON SP4 W/(6) - 1Od X 1 112 STANDARD HOOKS W125" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. -8" C.M.0 -2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS #5 R (n NOTE: STRAPS MAY BE INSTALLED STRAIGHT OR WRAPPED OVER TRUSS SD0/ TYPICAL PT DOOR BUCK DETAILN.T.S. 1 SD02 ATYPICAL GARAGE DOOR/BUCK DETAIL: N.T.S. SD03 ATYPICAL CMU TO BEARING WALL: N.T.S. 1 SD04 ATYPICAL TRUSS TO CMU DETAIL: N.T.S. (3) 2X12 PT BEAM W/ (2) 1l2" PT PLYWOOD FLITCH. FASTEN W! ^••••^^•^ "^�"^`^'H. AND S" VERTICAL COLUMN EN EACH WOOD TO WOOD 1)2X6 PT TOP PLATE CONT. IMPSON SPB STUD PLATE CONNECTOR TO ACH STUD W/ 100 X 1 1/2" GALV JOIST NAILS ;SIMPSON GALV FLAT STRAP FROM JACK TOP PLATE (TYPICAL EACH JACK) FASTEN 1 DD X 1 V2" GALV. JOIST NAILS K6 PT JACK TO BOTTOM OF HEADER (INSTALL 1 EACH IDE FOR OPENINGS NOT EXCEEDING 6-0", OTHERWISE IN 2 JACKS PER SIDE) 8 PT STUDS @ 16" O.C. MAX NPSON HTT5 ALL DOOR OPENINGS MOWN FOR CLARITY) 2X6 PT BOTTOM PLATE TO CONC. SLAB W) BB" X 6" SIMPSON TITAN ANCHORS @ 30" O.C. TYPICAL 12" X 3/4" "J" BOLTS W12' HD WASHER MAY BE SUBSTITUTED FOR TITAN ANCHOR #5 REINF. BAR 1> #5 STD. 90° HOOK 20" MIN. LA #3 & #4 LAP SPLICE 30" MIN. LAP #5 LAP SPLICE 36" MIN. LAP #6 LAP SPLICE PRECAST "U" LINTEL W/ 145 CONT. IN 2500 PSI CONC. HURRICANE ANCHOR (TYP.) SD06 REBAR SLICE DETAIL: 1/2" = 1' 0" 1 SD07 ATYPICAL CMS 8" CMU BOND BEAM W/ (1) #5 HORIZONTAL IN 2500 PSI GROUT FILLED CELLS UREBAR PRECAST LINTEL Wl (1) #5 HORIZONTAL IN 2500 PSI FILLEDCELLS ° _J 12" ROUND CMU m COLUMN BELOW c7 ° MAINTAIN MIN 30" BAR LAP z Z O_ #5 VERTICAL REBAR IN (2) 8" CMU BOND BEAM W/ (1) #5 O —�/—� 2500 PSI PUMP MIX REBAR HORIZONTAL IN 2500 F \ PSI GROUT FILLED CELLS CAST-CRETE HIGH STRENGTH PRECAST I LINTELS FILLED WITH 2500 PSI GROUT #5 CORNER DOWEL INSIDE VERTICAL CUT #5 BAR AS SHOWN PRECAST LINTEL W/ (1) #5 HORIZONTAL IN 2500 PSI ° >" FILLED CELLS tBELOWV 12" ROUND CMU COLUM 8" x 16" "L" COLUMN BELOW MITER LINTELS BY ROUGH OPENING BELOW #5 VERTICAL REBAR FIELD CUTTING #5 REBAR IN VERTICAL GROUT FILLED CELL SD10 1900 LINTEL INSTALLATION DETAIL Ca) ROUND COLUMN: N.T.S. REBAR BOTH FOUNDATION SPLICES 30" MIN. LAP (ACI 530 ) 12' - - - HOOK (MIN SEE FOUNDATION PLAN WALL REINFORCEMENT. N.T.S. DETA 90 HOOK —TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/2500 P.S.I. CONC. W/1 45 DIA. REBAR MIN. LAP 30" (ACI 530) STD. 90 DEGREE ANGLE 3000 P.S.I. CONC. W/1 #5 DIA. REBAR MIN. LAP 30" (ACI 530) INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. LAP 30" (ACI 530) — 8" x 8" x 16" C.M.U. — TYP. DOWEL 30" MIN. LAP (ACI 530) 1 A FLASHING SEQUENCE SCALE: NTS E FLASHING SEQUENCE SCALE: NT3 STING SEQUENCE 0 SCALE: NTS ,FLASHING SEQUENCE 9CALE: NTB #5 REBAR IN VERTICAL GROUT FILLED CELL MITER LINTELS BY FIELD CUTTING] ROUGH OPENING BELOW 8" CMU COLUMN BELOW VERTICAL CUT �#5 CORNER DOWEL INSIDE #5 BAR AS SHOWN 3r CAST-CRETE HIGH STRENGTH PRECAST wLINTELS FILLED WITH 2500 PSI GROUT DD 0 Z z 8" CMU BOND BEAM W/ (1) #5 w REBAR HORIZONTAL IN 2500 a0 MAINTAIN MIN 30" BAR LAP '' PSI GROUT FILLED CELLS x C7 • ° -PRECAST LINTEL W/ (1) #5 ' HORIZONTAL IN 2500 PSI FILLED CELLS DETAIL �1FLASHING SEQUENCE SCPLE: NTS ISOMETRIC v SCALE: NTS 8" CMU COLUMN BELOW #5 VERTICAL REBAR UMN: N.T.S. / \FLASHINGSEQUENCE v SCALE: NLS w no J W � x N m Q H¢ W W N Zo N N O y y o 1� 2 Z 2 y K W 0 cz„wa�_m¢�'gm G rG 41J CI J H 0 W� m W 5 m lj0 W O NJz Z O o m u N yj .O Q O Ow Lc O 5> `O O N C Q 2N O > ON WZ 2O2W I WZ Q vum Q O OO=a r W¢Z WSHW N Z W H m N O I'I E5 W F, F¢ z- 0 0 uON>O'�u'F 'Y d O W u G WI-¢oznm F, m y pZ K w Q z F w m OW OV {- U F O ¢ K L¢L J C m A � � c ¢ "' 0 W � o � o � W "710 aF: �0 Gm3�LL� N p N u ¢ O i Z a m m' z owl o N 2 S w -STRUCTURAL DETAIL -FLASHING DETAILS N W w Z 1:O 00 m a p m o rc D z H Z LL W LL m Z m m W mto W CO7 C yW y N N U. 0 W 7 N r-1- EV151ON C7-=ITc J JU o m W N W m N Z 0 O W U) N ZZOrno O W J Nr LO - LL eM id W"Wis" 9 9 () Lu OHV)V V ova IL aLu,Wv1`Na 1- Q r uj ILUJ aIX IL a B.S. CHIECF�E.7 J.H.C. i7=1Ta 9/29/2015 J�LG AS NOTED .JOB NO J�IGGT S-400 '9•g" $300 -1 • I, •'!'G .1 I.a'IA. S :� � Q�..o .. ` ... ° .'tea _m° . -a•5 . ��m° °B aB Ba -DT7 B ea Re .. I h FINISH FLOOR If 0'-011 l� F7L�13[=IFI yy d/ 4 'I k ade°6�°fl py°Ra..1e.,°I IIIFF°'I IPka4:- f Ie °ae� 1 — eb�: L•1 I c a a j ° d eb•a 020 Spe do ed�°6 0° FINISH FLOOR -1'-2" B.F.F. 4° 'Z • _. .r bar ':;~' : It F=L=:IN SCALE: 1/4" = 1'-0" 4CE ------------ AID_ CHASE I m (2) 2X LEDGERS I II I I I I � - 0 0 (2)PLYGIRDER � I , I I I La L A/C CHASE I1 ' - - (2) 2X LEDGERS ' 1 I I I 1 i I'I I 1 I I 19'-BW ZNi:3 FL00=l F 7q=lMIN1a F=L=lN SCALE: 1/4" = 1'-0" NOTE: 1. SEE S-300 RAGE FOR TYPICAL FOOTING DETAILS, REBAR DETAILS, AND SAWCUT PROCEDURES. 2. PLUMBING DROPS INDICATED ARE FOR REFERENCE ONLY! IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL DOMESTIC AND SANITARY DROPS PRIOR TO FINISH SLAB INSTALLATION, O J W Y Q O W vl ZN- y ZO F O Z Z Z Y K O '�OOwuln¢w z m w¢z�zoN�wo � ir z a mr o 0 w 3 z °w>�a�aQuh N> Q Z r OW O w_ d 0❑ z VWuQzJ w0 =WZ QZfL 1- O W .¢m Z WO�� Zw 0 Quv) � O _Z W ra WWI- J Y~ 0 U w ¢ C) Z O O w C 21 0uua°CLL U J C Z r uW a a � m 'rn1 W p C N rL O O o tt N W W no��a� m LL W j o ^ W U ZU z Q - o x � 3 3 m Z iwD�3 m U' N V1 d a m Z w w -FOUNDATION PLAN -2ND FLOOR FRAMING PLAN -GENERAL NOTES ❑ ❑ ❑ ■ ❑ a z p c m C " OU. a � H O N N G y y V C U. - C W y7 N r V61ON C7'aT Z IY J > U o N rlW J m N Z Q O W O L~II N ZZOo3o aw -ivLn VLLM V U)�F0— LuVFQ-0W p l— U) L) CL Lu Q ) V N a �0W t— V 'paa0 IL a C3rF4=lWN B4' B.S. J.H.C. a7�TE 9/29/2015 SOLE AS NOTED JOB NO SHEET S-1 O O O O M�Tca/�L5 b3 m '34. /14G/1 C^ FIRST FLOOR �Nc1r��L NOTc3 O 21'-0" O O 0 v I (D O O CMU rac=1M r=L=:1N 10'-0" SECOND FLOOR 1. fc 8" precast lintel = 3500 psi 1. Provide full mortar bed and head joints. 9. Safe load rating based on rational design analysis per 2. fc prestressed lintel = 6000 psi 2. Shore filled lintels as required. ACI 318 and ACI 530 3. Grout per ASTM C476 fig = 3000 3. Installation of lintel must comply with the architectural 10. Product Approvals: Miami -Dade County, Florida Nos. psi w/ maximum 3/8 inch and/or structural documents. 03-0606.05 & 03-0605.04. Florida Certificate of Product aggregate & 8 to I inch slump 4. U-Lintels are manufactured with 5 1/2" long notches at Approval number FL158. 4. Concrete Masonry Units (CMU) per the ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete ASTM C90 w/minimum net area S. Reference the CAST-CRETE Load Deflection Graph brochure masonry walls shall have a coating of stucco applied in compressive strength = 1900 psi for lintel deflection information. accordance with ASTM C-296 or other approved coating. 5. Rebar per ASTM A615 grade 60 6. Bottom field added rebar to be located apt the bottom 12. Lintels loaded simultaneously with vertical (gravity or 4 F'm=1500psi SEE SAFE LATERAL LOAD ABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE . ;. . , 6. Prestressing strand per ASTM A416 of the lintel cavity. uplift) and horizontal (lateral) loads should be checked for the Combined loading with the following equation: grade 270 low relaxation 7. 7/32" diameter wire stirrups are welded fi� the g g � 7. Mortar per ASTM C270 type M or S bottom steel for mechanical anchorage. Applied vertical load + Applied horizontal load S 1 0 8- Cast -in -place concrete may be provided in composite lintel Safe vertical load Safe horizontal load in lieu of concrete masonry units. 13, Additional lateral load capacity can be 1/2" CLR TYP (2) #5 REBAR GR40 or GR60 r'+ ;~ ° 4 obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: SCALE: 1 /4" = 11-0" O H ST. LUCIE COUNTY BUILDING DEPARTMENT CODE COMPLIANCE DIVISION DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT, OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITTED IN DUPLICATE WITH ALL APPLICATIONS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULTI -FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDING PERMIT AND ANY NON-RESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO INTERIOR RENOVATIONS (PROVIDE THAT NO EXTERIOR STRUCTURAL WALLS, COLUMNS OR OTHER COMPONENTS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING THE BUILDING INSPECTION OFFICE AT(772)871-5332 PROJECTNAME: LASH,TRACY STREET ADDRESS: 40 NETTLES BLVD PERMIT#: JENSON BEACH, FL34975 OCCUPANCYTYPE: I SINGLE FAMILY CONSTRUCTION: CMU/FRAME CERTIFICATION STATEMENT: I CERTIFVTHAT, TO THE BESTOF MY KNOWLEDGEAND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY OKEECHOBEE COUNTY. I ALSO CERTIFY THATSTRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WINDLOAD AND FORCES IS S. YFIEDBY VAUMFT:ION�S ESETE AUSE 1 L FLORIDA BUILDING CODES: 20142014 FLORIDA BUILDING CODE BUILDING CODE 2. BUILDING DESIGN IS ENCLOSED: YES PARTIALLY ENCLOSED: _OPEN BUILDING: NO 3. MEAN ROOF HEIGHT: >�' A.F.FA.F.F ROOF PITCH: 5:12 INTERNAL PRESSURE COEFFICIENT: *11IS 4. WIDTH OF END ZONES: X WINDSPEED: 270 (3 SEC. GUSTS) S. BUIDLING CLASSICATION TABLE I-1ASCE7 11 FBCTABLE1604.5 6. WIND EXPOSURE CLASSIFICATION: _D_ ADIUSTEMENT FACTOR FOR EXPOSURE & HEIGHT: 1.55 7.COMPONENTS& CLADDING WIND PRESSURE ON ROOF ZONE: 1.-45.OPSF 2, .7z0PSF 3--115.0PSF 8. COMPONENTS& CLADDING WIND PRESSURE ON WALLZONE:4. NA 5. N/A 9.COMPONENTS& CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR N/A PSF 10. LOADS: FLOOR 40 PSF ROOF/DEAD: 30 PSF ROOF/LIVE: 30 PSF 11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NO— (IF NO,ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YES _X_ NO —(IF NO, ATTACH EXPLANATION) . ARE COMPONE ND CLADDING DETAILS P VIDED?YES X NO_(IFNO,ATTAC ). SEE ELEVATIONS SP-1 PAGE 14. LBEA NGPRESSURE: ESUMPT : _BYTEST: A PSF 15. HURRICANE SHUTTERS NDICATED PRODUCT APPROVAL NONE, OPENINGO': .-ALL BE IMPACT RATED AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THATTHE INFORMATION INCLUDED WITH THIS CERTICATION ISTRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BEUEF. NAME: JOHNCRESWELLPE CERT.#: PE#40940.COA#30250 DESIGN FIRM: GRE N DESIGN ONSTRUCTI N &DEVE PMENT DATE: 3.1/2 2015 W r.30rL3 " G�M��" CI-IG�ULG DIMENSIONS AND TYPE O(2) 2X8 FLITCHED HEADER AT V-11" IN LENGTH O(2) 2X8 FLITCHED HEADER AT T-4 1/2" IN LENGTH O(2) 2X8 FLITCHED HEADER AT 4'-8 3/4" IN LENGTH O4X12 FLITCH BEAM AT T-5 1/2" IN LENGTH O4X12 FLITCH BEAM AT 4'-3" IN LENGTH FLITCH BEAM AT 9'-9" IN LENGTH O4X12 7O 4X12 FLITCH BEAM AT 9'-0" IN LENGTH !:= FlIll = LMIII9M T��LcS SAFE ORA% RC.I.ICV VVI9BCLJ ( �F`MIN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUS OR B 81`12 W11 aF U 6 IF22 B BF3 eP41 aFlz-1 UW1 8FL4 BIN- eF2P. aFlz- Z-10" (34°) PRECAST 2231 wag ^6°, 6I15 7M B97 Io34 11809 6113 7H 997 1.3 HIM 3'-6^ (42') PRECAST 2231 3219 51m 9592 10951 6113 25a w 103 11809 4'-0" (48") PRECAST 1966 2561 2751 3 4b90 54I 8199 2693 6113 n4 w IN Asti, 4'-6° (54°) PRECAST 1599 1969 2110 2931 375 457 W QU 2199 437 6113 754 U 10294 IIB09 5'-4^ (64") PRECAST 1217 1349 1138 1999 2560 3123 1 368 4249 I663 M91 5 4. 756 1 7 873 1012 , s-10" (701) PRECAST 1062 Dos 1173 101 AM 254 3009 3470 IA51 n 4 710 7181„ B32 6'-0^ (IS-) PRECAST 908 !us 21W tilk Ml 3V 438 5051 InI Ent 34SK 5391 1W 103 T-6" PXT) PRECAST 743 Will Ira9 Mj 205 2691 3191 3685 101, 1729 3661 384 WI M6 6A 9'4" (112') PRECAST 554 699 1I60 1625 348 2818 3302 792 INS III 170 6390 IV-6- (126") PRECAST 475 $35 W IU71 Win P71 210 25M 643 1052 nu 2093 2781 Will 47 11'4" (136') PRECAST 362 582 945 I366 I846 VM 3127 4696 592 45 L366 1&6 NIB 3127 4006 12'4Y (144) PRECAST 337 sao an 124g4 IBM 2191 28`15 MR 540 1 . 1]54 16N 2193 2805 3552 13'4" (I60") PRECAST 2% 471 70 Hn 14N 108 D16 2883 471 1155 1015 14M 1836 2316 im- 14--0" (168") PRECAST 279 44 'rob 1002 1325 bw 2127 26M 442 716 1102 13M I697 212] 2630 14'-8^ (176") PRES N.R. ]4R RR ]4R to W W 458 M 1370 102 Ml Z17 2712 IS4" (184") PRESTRESS Ng NR 39R NR I ]m I NR M NB 412 710 1151, limil 212B 2513 I7-4^ (208') PRESTRESSEI NR III J4B M M Hit but MR 3W 512 930 13M IMS JWI 2047 19'4^ (232') PREsrREssEi NA Mit Iu ME 14R NR I W RR 235 'CIE)M103] 12ai In 1]Ib 21'4^ (256") PRESTRIESSE11 N.R. � it BR Not RR "R But NR IN 34% Mus 1114 Li59 H68 22'-0" (264% P NR MWit ILL 34R 671 Met at to 315 5311 74 io4i 12A5 1399 2b'-0" CBS-) PRESTRESSE1 NA M "R tm Nn NR RR Mi 129 1 250 450 6M a4 1092 1II2 (II)THE NUMBERS IN ]PARENTHESIS ARE PERCENT REDUC IONS FOR GR40FIRLDADDEDREBAR. = F-=l LO�u7 T �aLc NOTc� 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6 1/2 inches. 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. One #7 rebar may be substituted for two #5 rebars in 8" lintels only 6. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from face of support. 7. For composite lintel heights not shown, use safe load from next lower height shown. 8. For lintels lengths not shown, use safe load from next longest length shown 9. All safe loads in units of pounds per linear foot 10. All safe loads based on simply supported span. 11. The number in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example T-6" lintel type 8F32-1B safe gravity load = 6472 emu) w/ 15% reduction 6472 (.85) = 5501 plf SAFE LATERAL LOADS FOR "PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTFI S 1 I SAFE LOAD PLF TYPE LENGTH SUS 8Fg REIN CMU 2'-l0," (34") PRECAST 1293 1642 2135 T-6" (42-) PRECAST 1025 1024 1830 4'-0^ (48^) PRECAST 765 763 1365 V-e (54') PRECAST 592 591 1057 S4^ (64') PRECAST 411 411 734 Y-10" (70') PRECAST 340 339 607 G-V (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'4" (112^) PRECAST 326 512 227 IV6" (126") PRECAST 2S4 401 178 11'4" (136') PRECAST 260 452 152 U-r (144') PRECAST 244 402 135 13-4- (1601) PRECAST 217 324 109 10=41" (168') PRECAST 205 293 98 14-8^ (176") PRE91RESSE1 NA 284 89 1514^ (im-) PRESTRESS N.R 259 82 I7-4" (200") PRES N-IL 194 63 194" (232) PRESTRESS N.R 148 51 21'4" (256') PRESTRESSEI NIL 125 42 22'4P (264') PBRESTRJESSEI NIL 116 39 24'4Y ORS") PRESS N3L 91 33 -i-A C SA FE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-I BB121 8F16-I BFSR BFnN 6F28- RF32- SFw- eFlz- eFla r aFx T OF29T 8F-32 2'-10" (34") PRECAST 1972 3173 S/4 7 U21 960E 1972 3173 416 534 70 021 96U8 TW (42") PRECAST IBM 252 354 431 55)1 6613 7636 150 Z24 354 4 $591 M13 7636 4'-0" (48") PRECAST 1363 2192 307 3 485 57 6627 130 21n 30 3% 485 57 6627 4-W (54") PRECAST 1207 1990 17, 3598 4292 so 586, 12tI7 1940 272A 350ft 4292 507 5811 PRECAS„1, 1016 102 2N 2949 3 Z 4924 1016 1632 2290 11 360 4265 4921 5-10" (70") PRECAST 1492 2073 M94 329 I_ a9a 9" 1492 2093 26N 329 I8 d498 6'fi" T18^) PRECAST 8A. 134a lean MI9 "S 3M 41ne 05 1301 IBM 2419 2" 349 403E 74' (90") PRECAST n7 1101 1 104j 21n, 257A 30 350 727 1166 1634 21M 7 l 303 3508 9'4" (112") PRECAST 591 60 1133,1 1471„ 1911 „ 215 59, $51 13M 1705 2 2463 M42 19-6- (126') PRECAST 530 552 91411 IIM P; LISP, 1734, 2Wy, 53. 686 1183 ISM 1865 224 2544 I1'4" (136') PRECAST 474 485 796 1034, IPA, 1510„ 17". 44 M9 1028 1In 1736 2053 2369 12W' (144') PRECAST 470 "1 930, 1151 a 13" 159A, 470 543 9L 1349 1649 148 7N7 13'4" (160') PRECAST 418,„ 373 Witt 78111 Wig 1141 tit 1321„ 426 455 770 1145 14441 1718 1 1993 14'.0" (168") PRECAST 384„ 346 559, 723,,, 897„ 105y„ 121811 410 470 709 1650 14U 1. 1954 I54" (176') PRESTRESS 239 N6 321 390 519, 655 6710 %8 823, 13U 97(i 164,5, 1IN9i Mtki 15-4' (IM.,) PEESTRESSE 224 230 302 3" 4a5., 609 bzR, 997 761. 12M 901,1 156A, msA, 1 IB01 IT4" (208") PRESTRESSE. 1a7 A2 255 303 4ap 500 5Ni 732 -6­ "1 754, 1264, a]d, 1470, VY4" (232') PRESTRESSEI 162 165 2z2 261 Nit. 4M 1 446, 616 5401 831 64gi 101. 4 128y 21'4" (2561) PRESTARSSE 142 142 IN zM1 3%. 30 393, 53 4W, 1, 54a, wi, 04, I0%q 22'-0" (264") PRESTRESS 137 I92 mi.371t 46I6 50. 63R, D7 41 354 1 508 691 MI 997,,. 24'-0" (288') PRESTRESS IN 175 1 26 , MI„ 416 , "1 114- IM 200 1 316 1 450 I 60p 4, 75§ij 87;„ (Il) THE NUMBERS IN PARENTHE81 FOR GR40 FIELD ADDED SPEAR. '71rJF-JAF.7 L"ajE7,SXG= =F" ZON #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR F = FTL.i "RD WITH GROUT / U = UNFILLED + F QUANTITY OF #5 REBAR AT a + • C.M.U. BOTTOM OF LINTEL CAVITYF F a' :. 8F16-1B/1T9 COP o QUANTITY OF IIS( Z ^ •� ' #5 REBAR AT BOTTOM REBAR AT TOP OF LINTEL CAVITY MINAL HEIGHT BOTTOM REINFORCING LO,.ALLWID.7-5/8^ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) T 0 0 J w LL 0 =�maF= I,I 'rY q oW '^Zln In0y o Q F Z Z Z y" � � m Ozz22tu< W W"= W J F Q_ w f[ Z D w 0 " J m Z ZU " (7 Z \ ~ O Z J CC R1 W W Q Z W w 0\ 0 3 z W 11II V1>Oyj wZsn 2F W Q IY OQw2Z"sa w O — Z , w Z a Z w 1- O O ~a W " O m Y U H Q Z W 0 O Z w V" 7 0 N w F wa ClF-003u � ZZ Y Z K w Z H V�j m 3aooFou°a�LL 0 51--IFFY L7�.T91L5' -CMU WALL/BEAM PLAN CASTECRETE DETAILS -WOOD BEAM SCHEDULE vJ 03 ; 0 Z W Z � 0 m a K 0. O O y I.I. W 0 0 0 O U > > M K N N N N O 0 W N Fes" cV151C7N L7�T— Q11/18/15 I� Ir I� J p = o U O m W N 04 IJ Z Q O —� r W O N if) ZZOrnO O W J V' LO fit ­3LL M U) !' W W p It'd M l—OLU C3 co C1 p L) IL �pwl-a ow U LLJ 0a(L0 IL IL r_3F -qWN at,r B.S. CF'ICL7-IGL'7 J.H.C. 11/19/2015 =� L.a AS NOTED Boa No JcHGGT S-2 S/W MR GYPSUM, PAINTED SIMPSON HETA 16 (TYPICAL) 1/2". DRYWALL - 3/4" PT WALL FURRING 016" O.C. TO CMU W/ 60 CASE HARD® 12" O.C. 7 11 IL INSULATION TO PT FURRING SEE FINISH SCHEDULE FOR FLOORING AND MILLWORK SPECIFICATIONS EXPANSION JOINT 3000 PSI 4" CONC SLAB W/ 10/10 BX6 DOT WWF 618" MR GYPSUM, PAINTED PRE-ENGINEERED ROOF TRUSSES 0 24' O.C. 26 GA MASTER RIB ROOF SYSTEM, OVER 30 LB FELT. OVER SW COX PLYWOOD 12 4 ��� PRE-ENGINEERED ROOF TRUSSES � 24" O.C. 1 28 GA MASTER RIB ROOF SYSTEM, OVER .. � ///��\ / \ Q 30 LB FELT, OVER 5/8" CDX PLYWOOD '� R-1 1/2"ICYNENE(CL03ED CELL) 2' OALV DRIP EDGE GUTTER 2"GALV DRIP EDGE TOP OF BEAM _ GUTTER 2X6 HARDIE (TYPE) FASCIA BEAMBOEING O TT4PA.F.F. 6 7/8" CEMENTIOUS TYPE STUCCO 5/8"GYPSUM I:. OVER HIGH RIB LATH. 71W CEMENTIOUS TYPE STUCCO SIMPSON HETA 20 AT ( (1) COURSES CMU BOND BEAM w/ (1) OVER HIGH RIB LATH, EACH TRUSS TO BEAM #5 REBAR CONT, IN EACH COURSE (2) 6" CMU BOND BEAM Wl2 45 REBAR CONT. IN 3000 PSI PUMP MIX R-i FOIL INSULATION 8" CMU BLOCK WALL W/ 05 1/2" DRYWALL VERTICAL REBAR IN 3000 PSI I PUMP MIX ® 67 O.C. UNLESS OTHERWISE. NOTED 8" CMU BLOCK WALL W/ #5 VERTICAL REBAR IN 3000 PSI !' PUMP MIX @ VT O.C. UNLESS 3/4' PT WALL FURRING 16^ O.C. OTHERWISE NOTED 718CEMENTIOUS TYPE STUCCO TO CMU W/ BD CASE HARD® 12" O.C. W/ HN WILLIAMS ERMOXON LPAINTED XP, M LAP BAR ENDS 48 BAR, DIA, MIN, PROVIDE CONT. LOAD PATH FROM FOOTING TO TOP OF BEAM - - FINISHEDFLOOR +/- 0'-0' MIN. SLOPE TO 20'-1" FOR FIRST 10' (TYPICAL) 1�'�IG�L S 3 PRE-ENGINEERED ROOF TRUSSES Q 24- O.C. 26 GA MASTER RIB ROOF SYSTEM, OVER 30 LB FELT, OVER 6/8" CDX PLYWOOD SIMPSON HETA 16 (TYPICAL) 1/2" DRYWALL - 3w PT WALL FURRING I@ 16" O.C. TO CMU W/ 6D CASE HARD@ 12' O.C. 6 R-11 IL INSULATION TO PT FURRING SEE FINISH SCHEDULE FOR FLOORING AND MILLWORK SPECIFICATIONS EXPANSION JOINT 3000 PSI 4" CONIC SLAB w/ 10110 8X6.DOT WWF CLEAN, ERMITE TR D, COMPACTED Z_ M 2" GALV DRIP EDGE GUTTER _It, TOP OF BEAM +BA"A.F.F. 2X814ARDIE (TYPE) FASCIA (2) 8" OMU BOND BEAM W/ 2 #5 REBAR CONT. IN 3000 PSI PUMP MIX — B" CMU BLOCK WALL WI #5 VERTCAL REBAR IN 3000 PSI PUMP MIX ® 8V' O-C- UNLESS A. OTHEfTiWISE NOTED WALL OONFORMS W/ UL U905 2 HR FIRE RATING — 7/8• CEMENTIOUS TYPE STUCCO PAINTED W/ SHERMAN WILLIAMS LOXOM XP, MIN 2-COATS LAID BAR ENDS 48 BAR, DIA MIN. PROVIDE CONT. LOAD PATHLFROMM FOOTING TO TOP OF Jil FINISHED FLOOR - 0'-0" GRADE VARIES FILLT MIN. 95%COM CTION DESIN Tzr��ICaL W �LI_ `7G"1—AIL 4� =—=FI- O LOT LING L_.®==lT10N r=� L_a ,2'-,' S3) (2) 5/8^ X 10" GALV. WEDGE ANCHOR 4'X8'X3/4" T&G PLYWOOD DECKING TO FLOOR TRUSS w/LIQUID NAIL AND 2 1/2" COATED DECK SCREWS !I CMU BOND SEAM w#I5 REBAR CONT, V. O.C. JOINT 1 _ _ SECOND FLOOR +8'-4"A. F.F. `II DBL. 2X6 PT RIM JOIST wl (2) 5/8" DIA. WEDGE ANCHORS ZN 6, ® 32" O.C. wl MIN. 6" EMBEDMENT IN CONC. FIRSTFLOORCEILING +8'A' AF.F. R-19 BATT INSULATION (OPTIONAL FOR SOUND) !I �I CMU BOND BEAM w/115 REBAR CONT. 6/8" GYPSUM 1 j 7X4 PT TOP 8 BOTTOM TOP CHORD BEARING ENGINEERED PLATER (TYPICAL) FLOOR JOISTS ®24"O.C, it Lo WALL CONFORMS W/ UL U905 2 HR FIRE RATING �I I' 8" CMU BLOCK WALL W/ #5 VERTICAL REBAR IN 3000 PSI PUMP MIX ® WO" O.C. UNLESS OTHERWISE NOTED 3: 7/8" CEMENTIOUS TYPE STUCCO PAINTED W/SHERMAN WILLIAMS �} 2 PT FURRING Gib" O.C. LOXON XP, MIN 2-COATS L R-11 FOIL INSULATION TO PT FURRING z SEE FINISH SCHEDULE FOR FLOORING AND MILLWORK SPECIFICATIONS a EXPANSION JOINT r LAP BAR ENDS 48 BAR, DIA. MIN. PROVIDE CONT. LOAD PATH FROM FOOTING 3000 PSI 4" CONC SLAB TO TOP OF BEAM wl 101106X6 DOT WWF FINISHED FLOOR 4'X8'X314" T8G PLYWOOD DECKING TC FLOOR TRUSS w/ LIQUID NAIL ANC 2 1/2" COATED DECK SCREWS & 8" O.C. JOINT AND 8" O.0 (1) 2X4 BOTT PLATE W/ SIMPSON SP4 FASTENED W/ 4" SIMPSON SOWS SCREW R-19 BATT INSULATION (OPTIONAL FOR SOUND) 5l8" GYPSUM TOP CHORD BEARING ENO. FLOOR JOISTS @ 24" O.C. CLEAN T MITE TR TED, COMPACTED GRADE VARIES / EXISTING GRADE FILL TO IN. 95%CO FACTION DESITY-V-8"B.F.F. t 2 T4�P1�-�1� •5TC1�4' W �1_L 7cT—AIL 3 S3U2,= S3 PREENGINEERED ROOF TRUSSES 0 N' O.C. 2X+AT TOP OF: BOTTOM CHORD AT AO C AND CONT. NAILED.1R) 80 COMMON, EACH TRUSS 26 OR MASTER RIB ROOF SYSTEM, OVER TYW , OVER MB' COX PL000 AF R-I1I2-ICYNENE(CLOSED( 2"GALV DRIP EDGE GUTTER T OF BEAM - _ - _ HTi"A.F.F. _ ]rt'CEMENTIOUS TYPE 9TUCC0 OVERHIOH RIB LATH, B' ]IS' CEMENROLIS TYPE STUCCO OVERNIB LAETHOVERTYVEK. OVER IW COX PLYWOOD &°N GA RARE FLASHING TO MATCH ROOF PANEL M" 24 BA FLASHING OVER - VIY COX PLAYW00D 2X4PTWK. IEWER- 26 DA MASTER RIB ROOF SYSTEM, OVER BO W FELT. OVER EIS' COX PLYW000 �F 1 I R-t CYNENE INSULATION SECOND SECOND FL�M � 4°AF.F. BOTTOM OFAOIBT 4S'V AFF. '-- PRE-ENGINEERED ROOFTRUSSES US PT WK. LEDGER WI SIMPSON WIDE IY\ PREENGINEERED ROOF TRUSSES ® 24" O.C. 7 2X4 AT TOP OF BOTTOM CHORD AT \� 8' O.C. AND CONT. NAILED w/(3) SO jjj COMMON, EACH TRUSS 26 GA MASTER RIB ROOF SYSTEM, OVER Q3 LB FELT, OVER 6/8" CDX PLYWOOD R-19 1(29CYNENE (CLOSED CELL) (1) 2X4 TOP PLATE WI SIMPSON 5IS' GYPSUM J 6" SPB FASTENED Wl 4"SIMPSON (2)2X6 TOP PLATE SOWS SCREW (TYP) W/SIMPSON SP6 SIMPSON MTS18 R-11 BATT INSULATION BETWEEN 2X6 STUDS @ 24" O.C. - 1/2" DRYWALL OVER VAPOR BARRIER - 1 TOP OF HALF WALL - - ------- 2" GALV DRIP EDGE GUTTER J�TOP OF BEAM — 7/8" CEMENTIOUS TYPE STUCCO OVER HIGH RIB LATH. — 7/8" CEMENTIOUS TYPE STUCCO OVER RIB LATHE, OVER TYVEK, OVER 1/Y COX PLYWOOD INSULATION NO 4G TO 3A FLASHING 7ET�IL S 3 / 4 g a. 4" SIMPSON SOWS SCREW 2X6 BRACING (1) 2X8 BOTT. PLATE AS NEEDED FOR W/ SIMPSON BPS WALL SUPPORT SECOND FLOOR •� ___ +91 411 A.F.F. BOTTOM OF JOIST �i PRE-ENGINEERED ROOF _ +8'-0" A.F.F. TRUSSES @ 24' O.C. W/ (2) 2X6 TOP PLATE 4" SIMPSON BOWS SCREWS W/ SIMPSON SP6 @ EACH STUD 5/8" TYPE "X' GYPSUM TOP OF LANCING — - k TOP OF LANDING - - Y +4'41A.F.F. TOP OF LANDING i "A.F.F. (1) 2X6 BOTT. PLATE W/ SIMPSON SP6 (1) 2X6 BOTT PLATE W/ WEDGEANCHOR SIMPSON SIPS FASTENED W/ ANCHOR BOLT (1) 2X4 BOTT PLATE W/ SIMPSON SPA FASTENED WI ANCHOR BOLT (15) RISERS @ 7.5" (11) TREADS @ 10" FINISHED FLOOR PSI 4" C W/ 1ONC SLAB w/ 0/10 BXBGARAGE FINISH FLOOR EXPANSION JOINT-1'-2'B.F:F. CLEAN,T MITE TR TED COMPACTED FILL TO IN 95% CCPPACTION DESITY ON 7E 1 L 5TBA-All1 W GLL Uz = 26 GA MASTER RIB METAL OVER 30LB FELT, OVER SIB' CDX PLYWOOD R-19 31/2" ICYNENB INSULATION PRE-ENGINEERED WOOD TRUSS#$ 0 24' O.C. SIMPSON HETA 16 SIB" GYPSUM 2' GLAV DRIP EDGE - (2 ) SIMPSON PS 2X8 HARDIE FASCIA - BIMPBON MTB1B QSPTTINSULATIONBETWEEN TUo3 M a-DOWINDOWHEADER L VIOR OVER VAPOR BARRIER 70 CEMENTIOUS TYPE STUCCO - OVER HIGH RIB LATH PRE -CAST LINTEL SEE "CMU PLAN" - FOR SIZE AND LOCATION 1X4 WINDOW BUCK SEALED W/ VULKEMPRIOR TO NAILING (TO ACT AS FLASHING). BEAD AT EDGE AFTERNAILING AND VULKEM SEAL OVER 4'X8'XL4" TAG PLYWOOD DECIONGTO 1X4 BUCKAND ALL 4 SIDES AND EDGES 4' 4'BIMP80N FLOOR TRU644LIOU10 NNLAND OUTSIDE OF BLOCK SMS SCREW A" 1G C. COATED DECK SCREWS0 6JOINT PND A• O.O BOOT. PLATE Wj SIMPSON 9P8 WI9IM PROVED AND POURED CONC. SILL R-11 BATT ISULATION (OPTIONAL FOR BOIINOI LB' GWSUM 5 HIS FIOC3F=- TOWALL. i7c'rmqIL 5=31I a4a=1.o. .3). TAPER SILL 5/8" GYPSUM IX4 PT TOP PLATE CONTINUOUS (1)8" UBON EAM W/(1)#5 REBAR C(0)Z PUMP MIX 31cm PSG 1X8 'SURROUND" f 1X4 WINDOW SUCK SEALED w/VULKEMPRIOR "\`�L\� TO NAILING. BEAD AT EDGE AFTERNAILING AND VULKEM SEAL OVER 1X4 BUCKAND ALL 4 SIDES AND EDGES 4" OUTSIDE OF BLOCK ADD (1) #5 OVER 4' LNG. REBAR — 1X4 PT WINDOW SURROUND" 1/2" GYPSUM 8" CMU WALL W/ 0)1Y5 VERT. REBAR ® F-0" UNLESS PT WALL FURRING 1@ O.C. OTHERWISE SPECIFIED ON CMU WALLBEAM R TO CMU W/ BD CASE HARDI� 12' O.C. TO PLAN IN 3000 PSI PUMP MU( R-11 3/4" RMAX (TYPE) RIGID INS. TO PT FURRING :t7 Tzar+'- 4B WIN7OW Ma rm=1IL OR =mu Wm_m� SSOLE. n�c'=1'•a 3'h BE TOP OF METAL PAD +01-0" A.F.F. 77G7�IL Lr COP` GO 00 W W ° = Q z O W Y 0 HJl-o ZZZV Y a f w O< O W s zz <m W. 00 01"-jQ LZ90 C, 06 - -¢¢"1 Z W N W> U Q - Oz Z L9 ¢ = F 2 Z W a 10 GOW Z Q W t O- a 3: Z 0 R O W> n a ¢ l7 H H> W ZMS0Z I,' O F- Z 0~ Z Z N GO° W CL EL{iB W LZ a Q W O Z w 9 z Z Q N z W W W LZ Z W OO ''uYn z ul Q� > O W aF F. a F O w LJ O F - °CQ W w GO OOx OSm Q >> F U W F O U Q e W J G� u n a N >IM �O65O WO LN N � ° HT ° a O r�i -o2 J Q � � IY 3 Q ti U ti E11 o xAv W z =_� � W - w C u° W ma C l7 rF��BT E7cT91L WALL DETAILS ❑ ❑ ❑ ■ ❑ 0) U) ?� ID W it O z p I- g W a z O U =a 0 a Z KO B m 0 W O O N 0 W N j - W N LU 7 y U K O Fi' aVI�1ON 7=gTc Q11/18/15 A11/18/15 I' YI T J > = o } U W cU J 00 N H ZCD Q O LLJ 0 CK IIn - Z O N m O O W -i t U') lLI ll1 Q Tn H a W V Q Q J pF-U VU r� Q &L �QIJ.I(—d W a.® W p a. 0 ICL a7r1=lWN aY: B.S. J.H.C. L 11 /19/2015 F= `-BII_a: AS NOTED •_1OB N®: SABI 0 O 0 (K) O APA 40120 19/32" EXPOSURE I PLYWOOD SHEATHING PROVIDE 2X4 BLOCKING @ / ALL PLYWOOD SEAMS, 48" BACK OF GABLE ENDS NAI SEAM W. 10D. 04" O.C. 6" SPACE AF EACH SIDE OF SEAM 7/1PANELENDS PROVIDE 1/8' SPACING AT - PANEL EDGES O N PRE-ENG. WOOD TRUSSES 0 24' O.C. (SEE ROOF PLAN) LATERAL BRACING IF 1 1 2'_0" 2'-0" 2'-�" WALLREQU'RED (SEE SECTITYP. ON) I I I WOOD FASCIA (SEE P. (j) 1ST- FZD�r-l- ram- DOF" �L�N 0 4 (N 0 fV I I I I I I I I I I i I I I I I I I I I I I I I I I � � I I I I ----- ----- ----- _ ---- ---- ---- ----- ----- ----- - W LD Q D m O - ----- I I I I I I I I I I I I I I I I I I I I I I ----- ----- ----- __--- ----- — - ry 4 N � N 4 m 11_0" I't` Z-O" 2-4- 2.-0-, 2-_p. 21_��� L p,-0I� 1 2,_0-, 2,-0" 2,_G�� TRUSS CONNECTOR SCHEDULE 1: FIELD TRUSS TO BEAM CONNECTORS SHALL BE HETA16 UNLESS OTHERWISE NOTED. 2: GABLE TRUSS TO BEAM CONNECTORS SHALL BE HETA18 UNLESS OTHERWISE NOTED. 3: WOOD BEAM TO TRUSS CONNECTIONS SHALL BE SIMPSON MTS18 (TYPICAL). NAILING SCHEDULE OEDGE NAILING 1DD @4"O.C. OINTERMEDIATE NAILING 10D @ 6" O.C. OBOUNDRYNAILING 10D @4"O.C. OCORNER NAILING 100 ® 4" O.C. BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE STRAP AND THE TRUSS WITH COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO TRUSS CONNECTION. PRE-ENGINEERED TRUSSES ROOF SHEATHING TRUSS ANCHOR USE A SIMPSON MTSM16 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-112" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 865 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. Tom" L = 7'J1:WV PRE-ENGINEERED TRUSSES it q=3F~ ZONc ILEla=`NM ZONE: 1 10D NAILS 6" O.C. @ EDGES 8" O.C. @ INTERMEDIATE INTERMEDIATE MAY BE 12" O.C. WHERE GROUP 2 SPECIES IS USED IN 100 M.P.H. GROUP 2- SOUTHERN YELLOW PINE ZONE: 2 1OD NAILS 6" O.C. @ EDGES 6" O.C. @ INTERMEDIATE ZONE: 3 10D NAILS 4" O.C. @ EDGES 4" O.C. @ INTERMEDIATE ==NF.=F WqL NO7 =5 FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF RECORD IMMEDIATELY FOLLOWING ANY DEVIATION OR UNSEEN EXISTING CONDITIONS PRIOR TO BEGINING WORK. ALL ROOFING NAILS TO BE RING SHANK. ANY AND ALL SHINNERS SHALL BE PULLED AND RE -NAILED W/ 10D RING HAND DRIVES AT EACH LOCATION, PRIOR TO ROOF DRY -IN. F"`"�=4MING NETS 1. Lumber Standards: A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of inspection agencies certified by ALSC's Board of Review. All framing members shall carry visual mark certifing inspection by agencies accredited by the American Lumber Standard Committee (ALSC). A valid agency grade mark on Southern Pine lumber indicates the product meets structural and appearance requirements established for that grade. 2. Inspection Agencies: Inspection agencies, and the abbreviations used to reference them, include the following: A. NELMA - Northeastern Lumber Manufacturers Association. B. NLGA - National Lumber Grades Authority (Canadian). C. RIS - Redwood Inspection Service. D. SPIB - Southern Pine Inspection Bureau. E. WCLIB - West Coast Lumber Inspection Bureau. F. WWPA - Western Wood Products Association. 3. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. 4. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of surfacing, and mill. A. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each piece, or omit grade stamps and provide grade -compliance certificates issued by inspection agency. 5. Discard units of material with defects that impair quality of rough carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. 6. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. 7. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. 8. Install wood grounds, nailers, blocking, and sleepers where shown and where required for screeding or attaching other work. Form to shapes shown and cut as required for true line and level of attached work. Coordinate locations with other work involved. 9. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. 10. Install permanent grounds of dressed, preservative -treated, key -beveled lumber not less than 1- 1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 11. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. A. Firestop furred spaces of walls at each floor level and at ceiling with wood blocking or noncombustible materials, accurately fitted to close furred spaces. 12. All incedental framing to include "dead-wood"shall be 2x4 pt unless otherwise noted. 13. All Fasteners shall be Hot Dipped Galvanized Ring-Shanked unless otherwise noted. 14. All Roof/Ceiling Framing shall be Grade #1 2x10 pt unless otherwise noted. ROOF' FmF9=1MIN1a NOTS 1. STRUCTURAL ENGINEER TO REVIEW TRUSS LAYOUT AND ENGINEERING FROM TRUSS MANU, PRIOR TO G.C. ORDERING TRUSSES FOR PRODUCTION. 2. ALL MASONRY TO TRUSS CONNECTIONS SHALL BE SIMPSON HETA 16, UNLESS OTHERWISE SPECIFIED BY THE ENGIN F JR IVtEaW PF %TRUSS MANUFACTURERS SHOP DRAWINGS. r, It a w* pv m ❑ o J ,yl LL Z Q W W N y� ✓, O Z Z Z Y d' � m n U Z0❑ U Z- Q O O— VI W O �' V Q Y 'Z � Vf ❑ d' cN zQ W I-❑ ❑3z.n Om>Nz�a4�c��, U O u = u Ww�wwamNro �oi�pzWoo_ O N> W I - IIIILLL111{�111111 Z w❑ kw QOZ❑=Sa K Y m W_ Q Z H w m H H OW O oU Q z W -ROOF FRAMING PLAN' -CONNECTION NOTES ❑ ❑ ❑ ■ ❑ W rc o a Z o o W 0 LL c o c w y O CD UJ N in to co a O - o W i J >= o CO CD W N Lu J 04 m O F Z Q W fn�N ZZOcnO OW—IItLO LL M -T V)>_W Wp W V H W p�N VC) Q W (~jNQ SOW I-d W CL IL a a C3rF1=1WN E3LTJ B.S. J.H.C. a7=1T 9/29/2015 SC2La AS NOTED JC3B No SHcc?' S-4 LIGF-ITING F=mIXTL_ F: MMUL�M �7E5G�1PTION L-711Mi=1 VOLT9m=- mmuN"1- ma Nm- -r,-r = w-q= HUNTER 53039 BASE FAN 0 65 120 FLUSH HUNTER 53062 4 GLOBE 4 E12 160 120 FLUSH HUNTER 52080 1 GLOBE 1 E12 120 120 FLUSH LIGHTS - 7lE3N VOLTgca a mmuP4IiNG F EM=r=11HS NO. 7-4'PE W'9TT' o ELCO EL99 4" 1 E26 50 120 RECESS O ELCO EL71 C 6" 1 E26 90 120 RECESS ® ELCO EL9111 W 4" SHOWER TRIM 1 E26 30 120 RECESS O ELCO EL24W 6" SHOWER TRIM 1 E26 60 120 RECESS O O SEAGULL 53160-15 MAXIM 87205WT PROGRESS LIGHTING PV003-30 3 1 1 E26 FLUORESCENT E26 180 22 60 120 120 120 FLUSH FLUSH FLUSH AIR KING BFQF50 LITHONIA LB232 MV 2" 1 2 FLUORESCENT FLUORESCENT 26 64 120 120 FLUSH FLUSH LITHONIA GT4 2MV 48" 4 FLUORESCENT 128 120 FLUSH LITHONIA 10651 RE 2 FLUORESCENT 62 120 FLUSH PROGRESS LIGHTING P6161-09WB 4 HALOGEN 200 120 FLUSH L$ ET2 E30003-10 3 HALOGEN 200 120 FLUSH W 9LL L�1-1T5 KICHLER 2020AB 7E5Ci--IIPTION 5 INCANDESCENT 300 DIPS 120 VOLTa�' HANGING M13UN71ING F EM=11F9"S NO. 'TYr 11=- W=ITr 1 E26 60 120 SURFACE KOVACS P470-077 KICHLER 625NI 5 E26 300 120 SURFACE -spa MAXIM 712301 3 E26 300 120 SURFACE MURRAY FEISS VS10501-BS 1 E26 100 120 SURFACE CRAFTMADE Z1304-98 1 E26 60 120 SURFACE FORTE LIGHTING 1027-01-32DS 1 INCANDESCENT 100 120 SURFACE 2 HALOGEN 300 120 SOFFIT CRAFTMADE BF-2BLK 1 HALOGEN 150 120 SOFFIT 8 CRAFTMADE BF-1BLK 2 HALOGEN 200 120 SOFFIT DESIGNERS FOUNTAIN PH218S-87-1NF NOTES: GENEr� NOTE: 1. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED 2. MOUNT AT 7'-6" ABOVE STAIR LANDING. IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW 3. PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. AND/OR APPROVAL BY THE DESIGNER AND ELECTRICAL ENGINEER. 4. INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-011. 5. PROVIDE ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE - ENDED LAMPS AND CONTAIN BALLAST'S WITH A BUILT-IN MEANS TO DISCONNECT THE BALLAST FROM THE SOURCE OF SUPPLY, 6. VERIFY BALLAST REQUIREMENTS FOR ALL FLUORESCENT FIXTURES. PROVIDE ELECTRONIC DIMMING BALLASTS FOR SPECIFIC FIXTURES INnICATFn WITH DIMMER CONTROL. MLA ILL_ PART 1-GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECTIENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA101) 3. STANDARD FOR THE INSTALLATION,_MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 2010 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11.OKEECHOBEE COUNTY BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2010) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2-PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98%CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. E. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. I. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 2081120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 4801277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBO'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS: 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODE D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTIING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3%AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT, TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 2%. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK R. PER NEC 210.8(B)(3) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. i.='Lc I==L_ L_a=Ncl Q TELEPHONE OUTLET WITH 314" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. i DATA OUTLET W/ 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. $ TELEPHONEIDATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER. SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. V TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. ® TELEPHONEIDATA OUTLET WITH 314" CONDUIT RUN TO THE NEAREST WALL STUD AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. T� TELEVISION OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP SINGLE RECEPTACLE (NEMA 5.20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNT AT 18" A.F.F. TO CENTER V-V LINE OF OUTLET. UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. -� 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER. SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND. MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 3j� 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND. MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R). RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R). CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX Q, SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. �p DOUBLE GANG JUNCTION BOX FOR TELEPHONEIDATA CONNECTION TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. e TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. WIREMOLD CATALOG # 25DTP-4D W/ IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. EF EXHAUST FAN, SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS SINGLE POLE 20 AMP SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 3-WAY, 20 AMP, SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS 3 OTHERWISE NOTED. 4-WAY, 20 AMP, SWITCH, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS $4 OTHERWISE NOTED. SINGLE POLE, 20 AMP, SWITCH WITH DIMMER, MOUNT 46" A.F.F. TO CENTERLINE OF �DM SWITCH UNLESS OTHERWISE NOTED. IM MOTOR RATED SWITCH $x" OCCUPANCY SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. yIm MOTION DETECTOR SWITCH, OSW-DT-0601-MV-X, COOPER CONTROLS. D TWO POLE 30 AMP SWITCH, MOOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. 0 FACTORY MOUNTED DISCONNECTED/STARTER (SEE MECHANICAL SCHEDULE) ® DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) GROUNDING ELECTRODE 4 CONDUCTOR SYSTEM TRANSFORMER O- TELEPHONE WOOD BACKBOARD A.F.F. ABOVE FINISH FLOOR O CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. O,. CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. NEW 250 AMP INTERIOR PANEL 2-WAY LIGHTED EXIT LIGHT, SEE SPECIFICATIONS FOR TYPE, EMERGENCY BATTERY POWERED. b� 2-WAY EMERGENCY BACKUP LIGHT. ® SMOKE DETECTOR, CO DETECTOR COMBO. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER �GFWP MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET, WITH WATER PROOF COVER. UNLESS NOTED OTHERWISE. SED NEW SQUARE D 250 AMP METER MAIN COMBO ..� NEW SQUARE D 200 AMP WEATHER SHEILD SUB -PANEL m o O J J W LL = =vimaF¢ o W O r� Z Z Z Y rt W w Z Oa Qm W J z O N W> N} U Z Z U¢ °- = J LL Q V] W O Z W d U w a Dz>w0003z�n Z> Or z w Z w O w a 2 2 w O Z a Z W W< IlI z�o0 'y *0mr N W H lun Z a 6 2 OZ w s k p z y z cc w Q Z H W m Z o¢�o J O u zzuu <0Pap Vr 9P ¢ w z A V u`•oz LLJ r O O 06 W /W� V E=�aT C3i-=T=§L-S -ELECTRICAL NOTES -SCHEDULE -LEGEND -SPECIFICATIONS El W W z g G w C w 0 C a' rc a o p W ? w O L O O c lu W 52 H 0 FF=-VISMIIN i7=1T J >= o U CO W N J m O Z Q p L L I O O' � LO ZZOrn0 OW J�t0 LL In V1>-Ill Wp uj 19 V H O W pl-U)-0 Q W �0niL L) W a O W 0 IL w Ir IL a 7rql-'lWN BY: B.S. GHcCHGLJ: J.H.C. 17--97 G: 9/29/2015 J�LG: AS NOTED JOB NO: SHEET: E-1 00 SCHEDULE OF BRANCH CIRCUIT PANEL "A" MAIN: 200 AMP / 2 POLE MAIN CIRCUIT BREAKER SPEC: SQUARE D TYPE "QO" MOUNTING: FLUSH DESCRIPTION WIRE GRND. COND. TRIP CKT. A PHASE W AHU-1 2#10 #12 3/4" 5000 �0 3 HOODVENT #12 #12 N/A 1 15 5 1500 WASHER #12 #12 N/A 20 7 1500 DRYER 2#8 #12 3/4" 320 5000 11 SMALLAPPLIANCE #12 #12 N/A 20 13 1500 SMALLAPPLIANCE #12 #12 N/A 20 15 1500 SMALLAPPLIANCE #12 #12 N/A 20 17 1500' GARAGE I #12 #12 N/A 20 19 1200. EXTERIOR LIGHTING #12 #12 N/A 20 21 1600' *LIVING ROOM #12 #12 N/A 20 23 1500 *MASTER BEDROOM #12 #12 N/A 20 25 1 2400 *MASTER BATHROOM #12 #12 N/A 20 27 1 800 * INDICATES ARCHFAULT CIRCUIT VOLTAGE: 120/240V, (3) #1AND (1) #6 AIC SYM: 10,000AIC RATED B PHASE W CKT. TRIP COND. GRND. WIRE DESCRIPTION 5800 30 3/4" #10 2#8 ACU-1 4 8000 6 320 3/4" #10 2#8 RANGE 4500 3/4" 2#10 #12 EWH 10 30 1500 14 20 N/A #12 #12 GARBAGE DISPOSAL 600 16 15 N/A #12 #12 SMOKE DETECTORS 2100 18 20 N/A #12 #12 KITCHEN 1500 20 20 N/A #12 #12 EXTERIOR GFI OUTLETS 1800 22 1 20 1 N/A #12 #12 GUEST SUITE/BATH 2400 24 20 N/A #12 #12 GUEST SUITE/BATH LIGHTING _ 2400 26 20 N/A #12 #12 1 GENERAL LIGHTING 2400 28 20 N/A #12 #12 1 MASTER BE LIGHTING SUB "A" PHASE 1 25,000 1 1 33,0001 SUB "B" PHASE TOTAL DEMAND: 58,000 W FIRST 10,000 @ 1000/o: 10,000 W REMAINDER @ 40%: 19,200 W TOTALDEMAND: 29,200 W TOTAL NON -DEMAND: 10,000 W TOTAL LOAD: 39,200 W TOTAL LOAD/240 V = 163 JAMPS REQUIRED F 0 ropy J W Q Q J r W=Q o O W H N w z Z O O ✓� z Z 2' Z Y rc Z Z a O m Q c a m W W H~ J m Z G o t O m W O m O H y C a a Z Z H N V Q Y VI 0¢ F J LL m yNj W O Z� Q Z O N W= W GLL aI'RE-.ZZisa0W ZWwyWwa-O o -Yo W�W C) Z ,z �oclo3u a u�o0 u '' Z 8w6t aGO J Q p �zcdR U v e F w Q a a a L99 U J azRt LV W W�UR V roF M-r OET=M_5 -RISER DIAGRAM -LOAD CALCULATIONS 4 C m a IL OO C LL Z VZO Ww Nw w O ~ O W N N FiEV15�IV a7�T Ir m W N J m N z w�Wr-U� zzOrno O W J It In cnv U) >_ W Lu In W V Q Q J ov�aoe; e('VNQ �Owl- IL v 0 0.0 w w IL a C3F AWN 3Y: B.S. CI-�13C7 i=l J.H.C. i::3'=lT: 9/29/2015 0=11L3: AS NOTED .,03 N0: SHEET: Em200 M$T9t BURS wo: N1_F.C.. 220V FOR ELECTF WASHERIDRYER COM :ANDING2'. UP F'vDING 1 PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 98-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. L-'=:' .,-1,.®., a .. Z w o A O UU v�oLL W W W F N a U El 1:1 El E � C �1 S _ � 9 � a LL p LL Lu G LLI Lu N > IA igaV107MN 1 7 - 1. — SZ�LG: T•l� J.H.C. 9/29/2015 F= AS NOTED nic J�'ICGT Flo PA"�v -1 F=LLUMaING' Fix' ruFqcc SZ'F-�c�7ULc LAV LAVATORY, AMERICAN STANDARD #0491.019 RONDALYN COUNTER TOP, FAUCET, SLOAN POLARIS SL-2711 SINGLE LEVER HANDLE W/ETF 460 A GRID DRAIN. LAVATORY, AMERICAN STANDARD DECLYN WALL HUNG #0321.075 WHITEWITH SLOAN POLARIS SL-2711 LAV FAUCET. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. WADE MODEL # 520-M36. HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL #0321.075. HLAV WHITE, WITH SLOAN POLARIS FAUCET #SL-2711. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL # 4333 INSULATION KIT. MUST MEET A.D.A. CODE. WATER CLOSET, AMERICAN STANDARD 2333.100 FLOOR MOUNTED, WHITE WC CENTOCO SEAT # 500CC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED OR EQUAL. WATER CLOSET, FLUSH VALVE BOWL; FLOOR MOUNTED, SIPHON JET ACTION VITREOUS CHINA, ELONGATED RIM AND 1-1/2" TOP SPUD, AMERICAN STANDARD 2234.015 MADERA AQUAMETER, 1.6 WC GPF TOILET WITH A SLOAN ROYAL #111 FLUSH VALVE AND A CENTOCO #150OCC OPEN FRONT SEAT LESS COVER. WATER CLOSET, FLUSH VALVE BOWL; WALL MOUNTED, SIPHON JET ACTION VITREOUS CHINA, WC ELONGATED RIM AND 1.1/2" TOP SPUD, AMERICAN STANDARD AFWALL 2257.103, 1.6 GPF TOILET WITH A SLOAN ROYAL #111 FLUSH VALVE AND A CENTOCO #1500CC OPEN FRONT SEAT LESS COVER. HANDICAP WATER CLOSET, AMERICAN STANDARD #2377.100 FLOOR MOUNTED, WHITE, CENTOCO SEAT HWC #500CC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED 18" HIGH OR EQUAL. HANDICAP WATER CLOSET - FLUSH VALVE BOWL; FLOOR MOUNTED, SIPHON JET, VITEROUS CHINA HWC WITH ELONGATED RIM AND 1-1/2" TOP SPUD. 18" HIGH AMERICAN STANDARD #3043.102 ELDERLY NEW CADET AQUAMETER, 1.6 GPF TOILET WITH SLOAN ROYAL #111 FLUSH VALVE AND A CENTOCO #500CC OPEN FRONT SEAT LESS COVER. HANDICAPPED WATER CLOSET, FLUSH VALVE BOWL; WALL MOUNTED, SIPHON JET ACTION VITREOUS, HWC CHINA ELONGATED RIM AND 1-1/2" TOP SPUD, AMERICAN STANDARD AFWALL 2257.103, 1.6 GPF TOILET WITH A SLOAN ROYAL #111 FLUSH VALVE AND A CENTOCO #1500CC OPEN FRONT SEAT LESS COVER. URINAL AMERICAN STANDARD, WASHBROOK #6501.010, FLUSH VALVE SLOAN ROYAL #186-1, WALL UR MOUNTED, WHITE URINAL. WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. HUR URINAL AMERICAN STANDARD, ALLBROOK #6541.132. FLUSH VALVE, SLOAN ROYAL #186-1, WALL MOUNTED, WHITE URINAL, WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. SHOWER, MIXING VALVE HOT AND COLD WATER, SHOWER MIXING VALVE SHALL BE A SYMMONS SH TEMPTROL 2000 MODEL #25-1-X ANTI -SCALD PRESSURE BALANCED SHOWER VALVE TO INCLUDE A 2.5 GPM FLOW RESTRICTOR AND INTEGRAL SERVICE STOPS. HANDICPPED SHOWER, MIXING VALVE HOT AND COLD WATER, SHOWER MIXING VALVE SHALL BE A HSH SYMMONS TEMPTROL 2000 MODEL #25-300-830-LR-V ANTI -SCALD PRESSURE BALANCED SHOWER VALVE TO INCLUDE A 2.5 GPM FLOW RESTRICTOR AND INTEGRAL SERVICE STOPS. FD FLOOR DRAIN, WADE MODEL # 1103-TY-STD5. SINGLE STAINLESS STEEL SINK, 25 X 22 DAYTON MODEL #K-12522 WITH A SK SLOAN POLARIS FAUCET # SL-2865 KITCHEN 5-9/16" SPREAD GOOSENECK WITH 4" WRIST BLADE FAUCET HANDLES. BAR SINK: STAINLESS STEEL, 15 X 15 DAYTON MODEL KP2-11515-6 WITH BAR SK SLOAN POLARIS MODEL # SL-0692 KITCHEN 2-3/4" SPREAD GOOSENECK WITH 4" BLADE HANDLES. SK-2 (2) COMPARTMENT SINK DAYTON BY ELKAY #1323322 S/S SINK, SLOAN POLARIS FAUCET # SL-1171 WITH RETRACTABLE SPRAY. SK-2 (2) COMPARTMENT SINK DAYTON BY ELKAY #D23322 S/S SINK, SLOAN POLARIS FAUCET # SL-2866 KITCHEN 5 9/16" SPREAD GOOSENECK WITH 4" BLADE HANDLES. STERN WILLIAMS MODEL # MTB-3624-BP MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP STERN WILLIAMS FAUCET MODEL #T-10-VB, CAST BRASS SUPPLY. FITTINGS: 3/4" HOSE COUPLING SK DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, T-40 MOP HANGER AND BP SPLASH CATCHERNVALL GUARD. DRINKING FOUNTAIN, SUNROC MODEL # ADA-8-SG-WF1, WALL MOUNTED OF BARRIER FREE. WADE 420AM11-M36 CARRIER AS REQUIRED. 115V, 4.5A, MOUNTED AT STANDARD HEIGHT OR A 36" ABOVE FINISHED FLOOR TO TOP OF BUBBLER FOR HDCP APPLICATION. MUST MEET A.D.A. CODE. HANICAP DRINKING FOUNTAIN, SUNROC MODEL # ADA-8-SG-WF1, WALL HDF MOUNTED BARRIER FREE. WADE 420AM11-M36 CARRIER AS REQUIRED. 115V, 5.1A, MUST MEET A.D.A. CODE. HANDICAP/DRINKING FOUNTAIN, SUNROC BI-LEVEL WALL MOUNTED HDF/DF BARRIER FREE MODEL # ADA-8-BL-SG-WF1. 7.8 GPH, WADE 440-AM11-M36 CARRIER AS REQUIRED. 115V, 4.5 A, MUST MEET A.D.A. CODE. RD ROOF DRAIN: WADE 3000-52-53. AE EXTENSION AS REQUIRED. FCO FINISHED FLOOR CLEANOUT, WADE MODEL # 6000-TY. WCO WALL CLEANOUT, WADE MODEL # 8590 TAPPED PLUG WITH 8480R. FILTER WATER FILTER, AQUA -PURE FILTER "GRAINGER" STOCK # 3P772, COMPLETE WITH FAUCET. GO FOOD WASTE DISPOSAL "ISE", "GRAINGER" STOCK # 5H504,'% HP, 115V. TANKLESS WATER HEATER SHALL BE BOSCH "POWERSTAR" MODEL # AE9.5, 208V, 1 IWH PHASE, 3.5 KW. WATER HEATER SHALL BE 50 GAL. ELECTRIC 208V, 1 PHASE, 4.5 KW. EWH RHEEM PERFORMANCE MODEL # XE50M06ST45U0 RECIRC TACO RECIRC. PUMP. MODEL 111 BRONZE CASTING, 115V, 1/8 HP, 2.0 AMP WITH PUMP "00" TIMER AQUSTAT. C.D. CONDENSATE PUMP SHALL BE LITTLE GIANT MODEL VCMX-20ULS-C 1/30 HP. 115v, 60 Hz. 93w. PUMP PUMP SHALL BE SUPPLIED WITH EXTERNAL OVERFLOW SAFETY SWITCH TO SHUTDOWN AIR HANDLER. GENERAL NOTES: (1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. (2) -ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2010 (3) - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. F=LUMEING LE==N1im CO CLEAN OUT S.O.V. SHUT-OFF VALVE COTC CLEAN OUT TO GRADE FS FLOOR SINK CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF x GATE VALVE D01 GLOBE VALVE CHECK VALVE QN GAS SOLENOID VALVE �yCJ i GAS COCK 4# WATER HAMMER ARRESTER (PDI No.) ® ED FLOOR DRAIN !u:T•PIITa-111=311 S SANITARY SEWER PIPING VENT PIPING DOMESTIC COLD WATER PIPING ` HOT WATER PIPING (110") 5 - HOT WATER PIPING (140") --------- HOT WATER RECIRCULATING PIPING - CI--S CONDENSATE PIPING �- CA--5 COMPRESSED AIR PIPING - TtP TEMPERATURE AND PRESSURE RELIEF - 51---S STORM DRAIN PIPING GAS PIPING (�3 PIPE RISE UP �-D­S PIPE DOWN OR DROP E CAPPED END OF PIPE o-- POINT OF CONNECTION P-TRAP WITH SCREWED COUNTER- COLUMN OR PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN ON FLOOR PLAN TAPERED -THREAD WITH CLEANOUT FACE SHALL TEE JOINT COMPOUND. BE WITHIN 4" OF WALL SURFACE. PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED. IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. M �✓ CONCRETE FLOOR SLAB NOTE. - PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. W=ILL C1 a=1N1:3UT• L0G7-=1ILL NOT TO 5CALE 5F"ID �i I E3F9 5C1"I=' R..G P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. rLOrPE OF=- HOr-1- IZ. 7r�- �IN�� rm=11F a SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 114 3 to 6 118 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2010 F=LUMaING NOT=S 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2010, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION (EXCEPT SHOWER & TUB VALVES). 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALUFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FORA PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19. PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 23. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2010 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24. CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 2010, PAR. 1522.3.5 25. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26. PROVIDE TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, AND HUB DRAINS SHOWN ON PLANS. IF SPECIFICATION IS NOT PROVIDED, SUPPLY PRECISION PLUMBING PRODUCTS MODEL #PR-500. INSTALL PER MANUFACTURES RECOMMENDATIONS. 27. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 28• STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 29. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 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VTR SH 3" ao 3�� 2rr LAV Z F. q u p pwm-u Z H �4o, 3" z C Fizua G cti o 2„ J F- 0 D 0 3Ir a W Wa i VPwi N a � TO FIRST FLOOR -SANITARY ISO VTR FROM SECOND FLOOR-- u IP Q n 2 z 19 O 19 W O_ W O O SK a ° o LL N S O W > > > C N y N fN O O 3" W 2rr cull) �7aT 3" .: VTR L 3' I� 2' LAV I J o = o Li mW IN J m Q Np Z - !VTR w ZO 0"N ZzO00 O W J 'It LO rr 2rr CD II- H C 2 G�Uvv IL 2" aUlUR W.C. 311 F a' U a Wa It O WASHER SH � a 3" i7rF4--lWN aY: B.S. 2" 2rr r_ - r_H i=: J.H.C. 3" i7:-ITE.: 9/29/2015 4" SANITARY LINE, TO —_ SOLE: EXISTING UTILITY CONN. r�N'T��L�J 15� AS NOTED SOLE: N.T.S. ._31oa No: SHEET: a P-2 HVAC CONII�r ML5 AIR CONDITIONING CONTRACTOR SHALL PROVIDE OR CAUSE TO BE PROVIDED ALL CONTROLS, CONTROL WIRING AND CONDUIT, POWER WIRING AND CONDUIT, AND ALL OTHER ITEMS NECESSARY FOR INSTALLATION AND CONTROL OF VARIABLE AIR VOLUME TERMINAL UNITS. IN ADDITION CONTRACTOR SHALL PROVIDE INTERFACE WITH THE EXISTING EMS SYSTEM COMPUTER GRAPHICALLY DEPICTING MECHANICAL LAYOUT WITH ON SCREEN DISPLAYS THAT ARE CONTROLLED BY THE EXISTING STAEFA MS-1800 ENERGY MANAGEMENT SYSTEM(EMS). PROGRAMMING IS TO ALSO INCLUDE INTERFACE TO EXISTING PROGRAM DESIGNED TO CALCULATE TENANT OVERTIME USAGE OF THE AIR CONDITIONING SYSTEM. CONTRACT BUILDING CONTROLS SERVICE CONTRACTOR THERMAL CONCEPTS AT 1-800-953-2503 (NEIL CAPORALE) FOR SPECIFICATIONS AND DETAILS. A COMPLETE AND OPERATIONAL CONTROL SYSTEM IS TO BE PROVIDED FOR THE ENTIRE TENANT SPACE. VERIFY WITH THERMAL CONCEPTS, ANY ADDITIONAL DETAILS WHICH MUST BE INCLUDED. PRIOR TO BID. CONTRACTOR IS TO PROVIDE CONTROLS AS NOTED ABOVE FOR ALL VAV TERMINAL BOXES SHOWN ON THESE PLANS, INCLUDING ANY EXISTING BOXES. UNIT CU-1 2' X T X MT STEEL ANGLE WITH 31T BOLTS TO BASE OF UNIT AND 318" EXPANSION ANCHORS WITH 3-11T' EMBEDMENT INTO CONCRETE PAD SPACE ALL FASTENERS AT 12- O.C. AND W MAX. FROM ENDS. (TYPICAL 4 SIDES) i NOTE: THERE CAN BE NO U o OVERHANG OR g r m AIRFLO DIRES)TO m ALRFLOWDIRECTLY ABIT ODNDENSING 3 UNIT. zcc ZO PROVIDE MET. SLEEVE TX 2' X&lV STEEL ANGLE AND CAULK GAP WITH NT BOLTS TO BASE OF UNIT AND W SLEEVE ANCHOR LO3 g 1. INTO CONCRETE PAD. (TYPICAL m - 9 TWOSIDES) CU-1 LL' m 4'MIN. O EXTEND A MINIMU TBEYOND OF4 UNIT ON ALLM SIDES. MINIMUM W ABOVE GRADE r�-n.�.� NMWM L -r MOLJNT7NG NOT TO SCALE SUPPLY AIR DUCT RETUAFLOOR MIN. VIBRATION ISOLATION NEOPRENE PADS ROOF - AIRHANDLINGUNIT - BUILT-IN DISCONNECT - SUCTION & LIQUID REFRIGERANT LINES (SIZE AS PER AHU MANUFACTURER) - CONDENSATE DRAIN PIPING & CLEAN UT PIPING, SEE PLUMB. FOR CONT. -FLOATSWITCH PER PAR. W7.2A OF 2010 F.B.C.(M) NON-COMBUSTIBLE, INSULATED R/A PLENUM, FIELD COORDINATE EXACT DIMENSIONS ALUMINUM OR NOWOORROSNE (COATED) SUPPORTANGLES. NOTE: 1. FROM FRONT FOR SERVICE CLEARANCE ALLOW W MIN, AND ALLOW MIN. 4-AROUND AHU. 2. RUN CONDENSATE LINE TO EXTERIOR OF BUILDING PER PLUMBING PLANS. CONDENSATE DRAIN SHALL BE TRAPPRO AS REQUIRED BY AHU MANUFACTURER. 3. FLOAT SWITCH SHALL BE INSTALLED ON PRIMARY DRAIN PAN. PER PAR W7.2.3 F.B.C. 2010 NHL! MOLJNTi7 .7ET=IL. =-IU-1-" MaMA=4Nl=L. NOTS 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2010 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02, 9OA-02, 9OB-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK, 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5, CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [51 COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2010, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: A. ALL DUCTWORK SHALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS WITH EXTERNAL BLANKET INSULATION R-6 MIN. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC., ALL FLEX DUCT SHALL BE RATED CLASS 1, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. INSTALL UL LISTED FOR PLENUM, FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURED BY "THERMAFLEX". ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. B. ALL OUTDOOR EXPOSED DUCTWORK SHALL BE GALVANIZED, DOUBLE WALL SHEETMETAL EQUAL TO UNITED McGILL "K-27", WITH MIN. R-8 INSULATION AND SEALED SEAMS AND JOINTS. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC. PROVIDE SOLID LINER AND COAT WITH TWO COATS OF CORROSION -RESISTANT PAINT OR EQUIVALENT. PROVIDE OPTIONAL (OWNER'S DECISION) ALUMINUM OR STAINLESS STEEL CONSTRUCTION. C. ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW' AS MANUFACTURED BY "THERMAFLEX". D. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. E. ALL AIR CONDITIONING DUCT WORK ENCLOSED IN A CHASE SHALL BE SHEETMETAL GALVANIZED WITH EXTERNAL BLANKET INSULATION R-6 MIN. PROVIDE INNER LINER FOR THE FIRST 10 FEET OF THE MAIN TRUNKS CONNECTING TO THE UNIT AND INCLUDING THE FIRST ELBOW OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECIAL NOTE: SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1", 2", 3", 4", 6", AND 10". EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN ON PLANS. WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, V W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES. ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING METHODS. B,LL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATION R-6 MIN. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VE-NT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2010, SEC. 401-5-1 10, DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR METALAIRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS TO ENSURE COMPLAINCE WITH FMC 2010, PAR. 601.4 AND PAR. 603.15 FOR BALANCED AIR FLOW. 12. TEMPERATURE CONTROLSITHERMOSTAT: - COLOR WHITE. A. SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF' AND FAN "ON -AUTO" SELECTOR SWITCHES. THERMOSTATS AND CONTROLS SHALL BE INTEGRATED TO THE JOHNSON CONTROLS METASYS BUILDING CONTROL SYSTEM 13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER, ENGINEER AND USER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 114 STANDARD 45° RECTANGULAR BOOT CONNECTION {<25% FLOW IN BRANCH) STANDARD 45' RECTANGULAR BOOT CONNECTION (< 25% FLOW IN BRANCH) 14. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAgl SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40" F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER)DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE -OFFS TO BE PROVIDED WI MANUAL VOLUME DAMPERS. PROVIDE RADIUS ELBOWS WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING AREAS, "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AND OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES AS REQUIRED, PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2010, CH. 13, 410.1.ABCD.4 (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE ("F) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED, 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 2010 PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC 2010 PAR. 306.3 IF THE EQUIPMENT CAN NOT BE SERVICEDIREMOVED THROUGH REQUIRED OPENING. MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVEL. SPECIAL NOTE: ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2010, SEC. 1509, 1522 AND CHAPTER 16, SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42" CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQ'D SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE i fPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATION. PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWN THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2010, SEC. 307 SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTALLATION CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. E3r1=IVCH 7aT=IL NOT TO SCALE VOLUME DAMPER 1—luv I (> 25% FLOW IN BRANCH) NYLON DRAWBAND AND MASTIC AT EACH CONNECTION HVAC =1 FlEN/IiTION L a =N=l AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER BDD BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMPS CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE O!A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R1A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE TSP TOTAL STATIC PRESSURE F FILTER VD VOLUME CONTROL DAMPER FD FIRE DAMPER VFD VARIABLE FRECUENCY DRIVE FLA FULL LOAD AMPS. FMS FLOW MEASURING STATION WB WET BULB IPLV INTEGRATED PART -LOAD VALUE. LOCKING QUADRANT TO BE EXPOSED — FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER — TIE TO STRUCTURAL SUPPORTS - 2" WIDE METAL BAND SUPPORT SQUARETO ROUND / ADAPTER SQUARETO ROUND GYPSUM BOARD ADAPTER CEILING LOUVERED = NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNASTANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE MAIN SUPPLY AIR DUCT, SEE PLANS FOR TYPE AND INSULATION 1-1/2" X 1-1/2' X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION JA PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH Z X Z LAY -IN ALUM. PANEL T'TJPIC�L `NF mFL =r1 17GT�R. NOT TO SCALE IY 00 J W LL p 2 zo Q 1,1 m 8z Q W 0 In Z Z Z 5 0 WO0 Zm41n� W� W N [0 Z Q J S` z Q r" O m w J a LD W❑ 0 2 Z w WaZ"W0�"W J _ z m W O = O W>" p d Q 0 IYIw— OO'Z Z. W p w ' p 0 O u Z 4 ZOO W Z f c W W Wo���ZWp In Zw�oulyoN W Li Wa �0Z 0 a Z I- W 3 HUOp 1--0OuQ .. Z d o -� Qoad 0 za w V L� II• 0 aD?o0 Z Q ,WyNw� oz 9u V rN alouw 0. CW I.f. W w00 L V 0. F•?� 0.rl SfEcT �7ET�1 -MECHANICAL NOTES -MECHANICAL LEGEN -HVAC DETAILS N Z I 7 G Bem IL A. p 0 It O H Z U. U.U.O W w W = 0 7 N y to N IY O — O w N M r�ENllr= V C-3=1Ti J >_ m W C J m C Z Q c ZzOrnc O W _JIttu I�ww -3 `LL M s Y! r_ � Q C �v�()u GH'U)VC LU U a_ Q LU V N G �QWI— LU(LV 0W 0 a0 a a i=Ir9-AWN BY: B.S. CI"IcCF"I��7: J.H.C. i7=1T: 9/29/2015 SL�La: AS NOTED ..boa NO: M-1 00 ME m A/C SYSTEM SCHEDULE AREA SYS NO MFGR COND. MODEL A/H MODE HEAT CAP. TOT SENSIBLE COMP. NO. RLA CONDSR NO HP VOLT PHASEMCA SEER TONS RES 1 ICARRIER 24ABC630 FB4CNF002 8 KW 28,000 26,400 1 16,2 1 112 230 1 26.5 13 2.5 FAN SCHEDULE TAG SERVICE AREA MANUF. MODEL CONFIG. CFM ESP (WG) SONES RPM DRIVE VOLT WEIGHT OPENING CONTROL EF BATHROOM BROAN 657 CEILING 50 1/10" 4.0 1150 DIRECT 120 12.5 1425x5.75x8.25 LIGHT INTERLOC K CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ANY PURCHASING OR INSTALLATION, IF A BULLING STANDARD HAS TO BE FOLLOWED REGARDING A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPAN TO THE ATTENTION OF THE ENGINEER. SOFFIT VENT GL-dN=l F'1__l3[3rq Y 0 SUPPLY AIR GRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANG NOTES A TITUS / TDCA-AA 12 X 8 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. B TITUS / TDCA-AA 8 X 8 SEE SCH, ALUM. NOTE #3 WHITE NOTE 03 4-WAY MAX. 30 SEE SCH. C TITUS / TDCA-AA 10 X 6 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. D TITUS / TDCA-AA 10 X 10 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. E TITUS / TDCA-AA 8 X 4 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. EQUIVALENT MANUFACTUR: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTES: 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4 - WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN. 3. REFER TO ARCHITECT/ENGINEER PLAN FOR CEILING TYPE. FLEX SCHEDULE 4. CONTRACTOR TO CORDINATE FINAL SELECTION WITH OWNER 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 6" p 50 - 125 CFM 6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE.. 7. PROVIDE END CAP FOR LINEAR DIFFUSERS. 8" p 130 - 200 CFM 8. ADJUST LENGTHS TO LINE UP WITH INTERIOR DESIGNER'S PLANS. 9. PROVIDE INSULATED PLENUM 10" p 205 - 330 CFM TRACTOR SHALL VERIFY WITH OWNER PRIOR TO ANY PURCHASING OR 12",6 335 - 450 TALLATION, IF A BUILING STANDARD HAS TO BE FOLLOWED REGARDIN" PECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPAN JA 14" p455 - 600 JCFM THE ATTENTION OF THE ENGINEER. 16" .6 605 - 700 AG RETURN AIR GRILLE SCHEDULE CFM TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANGI NOTES AA TITUS / TDCA-AA 24 X 18 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. 3,4 BB TITUS / TDCA-AA 10 X 10 SEE SCH. ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. 3,4 CC TITUS / TDCA-AA 12 X 12 SEE SCH, ALUM. NOTE #3 WHITE NOTE #3 4-WAY MAX. 30 SEE SCH. 3,4 EQUIVALENT MANUFACTUR METALAIRE, PRICE, CARNES, T &. B, NAILOR GENERAL NOTES: 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4 - WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN, 3. REFER TO ARCHITECT/ENGINEER PLAN FOR CEILING TYPE. FLEX X SCHEDULE.• 4. CONTRACTOR TO CORDINATE FINAL SELECTION WITH OWNER 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 6" p 50 -125 CFM 6. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN UNCONDITIONED SPACE. 7. PROVIDE END CAP FOR LINEAR DIFFUSERS. 8- E 130 - 200 CFM 8. ADJUST LENGTHS TO LINE UP WITH EVTERIOR DESIGNER'S PLANS. 9. PROVIDE INSULATED PLENUM 10".6 205 - 330 CFM CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ANY PURCHASING OR 12" A 335 - 450 CFM INSTALLATION, IF A BUILING STANDARD HAS TO BE FOLLOWED REGARDIN I• A SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING ANY DISCREPAN 14' ® 455 - 600 CFM TO THE ATTENTION OF THE ENGINEER. 16" p 605 - 700 CFM SCALE. 3/8"= 9 0" .. J ° Z < < ® zo OR LL LL A �O UJ �Lu a V 51�cT i -HVAC LAY( -DETAILS -SCHEDULE u� k ` 1 a o j 2 U 6 C lu �Lu�qq N N � N � 'aIlmsr