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HomeMy WebLinkAbout165 Pinefield Dr (A) 17-835GENERAL NOTES DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM)- A. ROOFS - 20 PSF B. ATTIC WITH LIMITED STORAGE - 20 PSF WIND DESIGN LOAD INFORMATION - (PER FBRC 2014 5" EDITION R301, REF. ASCE 7-10) BASIC WIND SPEED (Vult) = 139 MPH (3 SECOND GUST) (Vasd) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10) ENCLOSED BUILDINGS = +/-0.18 PARTIALLY ENCLOSED BUILDINGS = +/-0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND DESIGN LOADS. 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (pasd): PLANS FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -49.9 PSF, +12.2 PSF BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N_O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. OOD CONSTRUCTION WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS- (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. ALL 2X8's OR DEEPER TO BE SOUTHERN PINE NO. 2 GRADE 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD : LL = 20 PSF (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 PSF (SHINGLE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD : LL = 10 PSF BOTTOM CHORD : DL = 10 PSF (15 PSF FOR PLASTER CEILING) WIND LOAD : SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1-03 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BOND BEAM POUR. USE 25" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. (EXCEPTION- SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 @BOT. PLT. & SP2 @TOP PLT). 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) 4. WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING WALLS 5. MISSED BOND BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP WITH (4) 1/4"x2-1/4" TAPCONS TO MASONRY AND (7) 1 O NAILS FOR UPLIFT LESS THAN 860 LBS.. (USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER CONNECTIONS ARE MISSED, CONTACT ENGINEER OF RECORD FOR SUBSTITUTION. MEJIAS RESIDENCE 165 PINEFIELD DR. SANDFORD, FL 32771 BUILDING DATA w • 2014 FLORIDA BUILDING CODE RESIDENTIAL 5t" o 0 EDITION -- • 2014 FLORIDA BUILDING CODE EXISTING, 5t" EDITION • NFPA-70 (NEC), 2011 EDITION • 2014 FBC RESIDENTIAL 5t" EDITION - PLUMBING • 2014 FBC RESIDENTIAL 5t" EDITION - ELECTRICAL • CLASSIFICATION TYPE: REPAIR Z SCOPE OF WORK w Z 0 FIRE DAMAGE: a - - • REMOVE AND REPLACE DAMAGED DOORS & U WINDOWS PER PLAN w • REMOVE AND REPLACE DAMAGED WALLS PER PLAN a as • REMOVE & REPLACE DAMAGED ROOF TRUSSES o w w p • REWIRE ENTIRE ELECTRICAL SYSTEM (BY zi Z_ - OTHERS) 0 � • REMOVE & REPLACE ENTIRE HVAC SYSTEM (BY o m OTHERS) Q - - • REMOVE & REPLACE DAMAGED PLUMBING a w FIXTURES & PIPING AS REQ'D (BY OTHERS) ti w Q04 LLI LL C:) .. �W CC'`t=JU Z O _C3�W Z�,v z IL< ©; z'~� r to "• D z < ��c�., �¢'�•• �D 1/1111{{ LLO Z H w O C5 J 00 m CD m N QO cV N �_ Z C14 co r- N WOJ N co co ti RNLI_ 04 M ��o z LLI *k U zow< U 0 w Z � w O� of w = Q O Q O [L CV co U co (D RECORD COPY Z 0 J m Q � w o W C) REVIEWED FOR CODE COMPLIANCE LL = w _- - PLANS EXAMINER �( u- z Q • DATE 00 1 w Z ANFORD BUILDING DIVISION U O IJ- > 06 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS J O AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Go w w C CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Q w REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Qo rim) nSANFRD LL#17-835 w DRAWING INDEX :cl �. -- - Z w Usti Q) q) C COVER SHEET & NOTES -m �C,4 wco o Cl- 01 ROOF DEMOLITION PLAN a � o co w J `� ' rz vu 02 1 T 2ND S & FLOOR DEMOLITION PLANS z �w� 2.1 1ST & 2ND FLOOR PLANS 14- T_ U W U)Z Q �- � 03 1ST & 2ND FLOOR DIMENSION PLANS 6L W z z cn O 04 EXTERIOR ELEVATIONS~ DESIGN DRAWN 05 EXTERIOR ELEVATIONS 0 w 0 CHECKED _ CMB - SSPE 06 ELECTRICAL PLANS o _ -- - -- S 1 ROOF FRAMING PLAN � LLI SCALE OCC-MEJIAS - AS NOTED S2 LINTEL PLAN DATE 04.11.2017 SD1 DETAIL SHEET U co co SHT 1 OF 11 r 1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS VARY FROM PLANS. 2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL OR PROVIDE SHORING AS REQ'D. 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND REPLACED. 5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO ELIMINATE ODORS/STAINS. EXISTING TO REMAIN EXISTING TO BE REMOVED REMOVE 4 REEL AGE EXIST. wiNDow REMOVE ; REPLAcc EXIST. DOORS PLUMEDING; FIXTURES REMOVE 4 REPLACE�� . �,�I.� r. DooRS, PLUME. FIXTURES d REMOVE 4 REPLACE EXIST. WINDOW REMOVE 3 REPLAC EXIST. DOORS 4 S{-IELVINCT 'EMOVE 4 REPLAGE EXIST. WINDOW --REMOVE 4 REPLACE EXIST. WINDOW f<'FMOVF 4 REPL EXIST, DOORS 4 SHELVING; If II � REMOVE 4– REPLACE I – / – – – – EXIST. ANU i� Fri III REMOVE 4 RFPL AGE EXIST. DOORS SHELVING REI" LOVE 4 REPLACE \—REMO\rE 4 RE- LACE EXIST. WINDOW EXIST, WINDOW \—REMOVE 4 REPLACE EXIST. WINDOW SECOND FLOOR DEMOLITION P U( 1/411=1 1-011 -REMOVE 4 REF'L AGF ETT. WINDOW REMOVE 4 REPLA( EXIST, DCUOR 4 PL FIXTURES II II II II II II ---_------___---_-_—_ REMOVE 3 REPLACE EXOT. (_-:T ARAG;E DOOR FRI 11111, 111 ............. OTJ w 0 iIiii le alwRolowl :4010 REMOVE t REPL AGE --REMOVE 3 REPLACE EXIST. DOOR EXIST. WINDOW LJh�� __-.RFMO�rE 4 REPLACE APPLIANCES, PLUME. FIXTURES 4 GAEINETS F — — — - — IF-rj IIIo I I -----IIIc"jVr' u� I- -1 it 1-. 1_ I iF REMOVE 4 REPLAr—E EXIST. DOORS 4 WINDOW REMOVE 4 REPLACE EX15T. WALL LITION P REMOVE 4 REPLACE EXIST. WINDOW U 0 CK w U U z 0 w U U w Q m Z O U W U) z O w L0 0 J Q z w 2 w Lu O U (_9 z_ J_ m ❑ O J u_ Z w O Z m O ILL w 2 Lu 0- U) cl z_ CL z I<— U) O I-- w z (9 U) w U) w 2 U) 2 F_ Lu Z O 1— U LLLI ❑ W �e,��®rlikl Il I:�i.��rJ,rl � Y +• /i . .-4" /r-�� 'r., (1(`'+'+�! ", ` ` YM� Ly 0 yrs N ��•Lu a 0: O C� °+ «• cr- Q (D ❑ ® > o0 CD Ep N 00 04 C;)U t-- Q � co ILLI t� r N LL U) n1 N <w- ca .. z5❑ .� ❑ U � o w z W O� T_N O cs� c� U) Z nj 1.L 0 J 1, W. w (/) Ua l:c W c ) ' IBJ 0 0 U) W LL rV w � U Z w IL O W Z l U) a.. DESIGNDRAWN CMB CHECKED SSPE ------- JOB OCC-MEJIAS SCALE AS NOTED--- ` DATE 04.11.2017 02 SHL 3 OF 11 FLOOR PLAN NOTES: 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY WITH 2014 FBC (5th EDITION) ENERGY EFFICIENCY CODE. r 2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE (INCLUDING ATTIC ACCESSES). PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILING ONLY WHEN HABITABLE SPACE IS ABOVE. APPLY PERPENDICULAR TO CEILING FRAMING. 5. DOOR FROM RESIDENCE TO GARAGE MUST BE SOLID WOOD DOORS NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. 6. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 7. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 9. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 10.IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2" SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF 5/8" GYPSUM). 11. PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A SEPARATE CLOSET). 12. ANCHOR THE CONDENSER UNIT TO SLAB USING 1/4"x1-1/4" TAPCONS TO ATTACH 4" 'L' BRACKETS INTO THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON EACH CORNER TO ATTACH THE 'L' BRACKETS TO THE EQUIPMENT. 13. PROVIDE MIN. R-13 INSULATION IN FRAME WALLS SEPARATING GARAGE AND CONDITIONED AREAS OF THE RESIDENCE UNLESS NOTED OTHERWISE ON ENERGY CALCS. 14. G.C. TO VERIFY WITH WINDOW MANUFACTURER THAT ALL WINDOWS MARKED AS EGRESS HAVE A NET CLEAR OPENING OF 5 S.F. IF LOCATED AT GRADE LEVEL OR 5.7 S.F. IF LOCATED ABOVE. A 24" MINIMUM CLEAR OPENING HEIGHT AND A 20" MINIMUM CLEAR WIDTH ARE REQUIRED. 15. PROVIDE WINDOW GUARDS THAT COMPLY WITH ASTM F2006 OR F2090 FOR OPERABLE WINDOWS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, AND IF THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS LOCATED WITHIN 24" OF THE FINISH FLOOR OF THE ROOM. NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. LOCATIONS OF NEW REINFORCEMENTS MAY BE VARIED BY CONTRACTOR +/- 8" TO AVOID BLOCK WEBS AND/OR OTHER IMPEDIMENTS HATCH INDICATES NEW CMU WALL T.O.W. @8'-0" A.F.F. 1 1 INDICATES EXISTING WALL TO REMAIN INDICATES GROUT FILLED CELL WITH (1) ml VERT. #5 CONT. FTG. TO BOND BEAM (8'-0" O.C. MAX U.N.O.)(REFER TO NOTES ON DETAIL 7/SD1) 1- xx.x COMPONENT DESIGN PRESSURE (pard) - xx. x (2) 3050 SH 3050 SH 3050 SH ECS ESS 1. F 12_ �= -)�� t 71 22.9 22..9- 22.9 r- 21.2 E-77 H.c. A50VE EGcF:E55 -__22_9 22.9 + 19.8 / 21.2 - 21.6 - 22.9 Z� Al(- GOMPpE550� (2) 2451-1 w/ 3�o° WIDE I -I C. AE3Y. + 20..9 22.6 - 17.7 -L - 19.7 SDl �fDo� SGD h 19.4 21.2 ENT -T-' 17'-2" r_ -LC;. 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(c) o 0 J 00 c m00 N Lr) IN c O Q LL' .a) (n U (Y)0- F- Q. � .0 W O ®< c:Z �Q -� W O :-� or- _ < O [� CV co co (Y') U✓ 00 F— W < F—I IZ VJ w I> J X ''°'' F-- W w Z® (Y) C) U) W LL LQ cy, LL F- U) Z w O W L Z DESIGN DRAWN CMB CHECKED SSPE JOB OCC-MEJIAS SCALE AS NOTED_ DATE 04.11.2017 7 11 SHT OF 9 i 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2011. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2011. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. 11. VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNER PRIOR TO COMMENCEMENT OF WORK 12. ALL OUTLETS TO BE TAMPER RESISTANT 13. ALL WIRING IS TO BE #14 AWG OR LARGER (SIZE PER NEC) SOLID COPPER TYPE THHN AND ELECTRICAL SERVICE WIRING IS TO BE TYPE THW OR THWN. 14. ALL WIRING IS TO BE SHEATHED NM OR NMC WHERE REQ'D (ROMEX) 15. USE CLAMPING TYPE ROMEX CONNECTORS AT EACH BOX. 16. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER BARE GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. ALTERNATE INSTALLATION OF A GREEN PIGTAIL FROM THE GROUND SCREW TO THE LUG ON THE BOX WHERE THE GREEN GROUND WIRE IS CONNECTED. (IF METAL BOX) SECOND FLOOR ELECTRICAL P -Am ''AM 1/411= 1 r-011 LIGHT FIXTURE, RECESSED EYEBALL, ADJUSTABLE LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN LIGHT FIXTURE, FLUORESCENT FIXTURE LIGHT FIXTURE, FLOOD LIGHTS TELEVISION OUTLET TELEPHONE OUTLET INTERCOM CHIMES SMOKE DETECTOR CARBON MONOXIDE DETECTOR ............ _ ..... _........ � TO EXIST.' METER. FIELD VElam;IFY L.00AT I ON Fl ELECTRICAL LEGENDELECTRICAL I NOTES: w $ SWITCH, SINGLE POLE OUTLET 110-115, CEILING MOUNTED 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT EXHAUST FAN o PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE $3 SWITCH, THREE WAY ® OUTLET 110-115, FLOOR MOUNTED -�}-�r RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. SWITCH, FOUR WAY ® OUTLET 220-240, SPECIAL PURPOSE 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND $D SWITCH, SINGLE POLE 120V DIMMER OUTLET 110-115, QUAD 4� STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE $ SWITCH ,THREE WAY 120V DIMMER LIGHT FIXTURE, CEILING MOUNTED ELECTRICAL PANEL FIELD PRIOR TO COMMENCING WORK, ELECTRICAL D3 !- o CEILING FAN, INSTALLED CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO d OUTLET 110-115 LIGHT FIXTURE, WALL MOUNTED OTHER TRADES. dc-I.F.1, OUTLET 110-115, GROUND FAULT CIRCUIT LIGHT FIXTURE, HANGING � U j a 12 JUNCTION BOX 3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR INTERRUPTER Fo� LIGHT FIXTURE, RECESSED CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE �� OUTLET 110-115, WATER PROOF G.F.I. OV. LIGHT FIXTURE, RECESSED VAPOR PROOF 5L� AND CONDUITS AND/OR CABLES SHALL BE CONCEALED cq.=.I. METER UNLESS OTHERWISE NOTED. OUTLET 110-115, SPLIT WIRED r 7 LIGHT FIXTURE, TRACK 0; 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS U WITHIN 6' OF A WATER SOURCE ARE GFI. [L' 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2011. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2011. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2011. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. 11. VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNER PRIOR TO COMMENCEMENT OF WORK 12. ALL OUTLETS TO BE TAMPER RESISTANT 13. ALL WIRING IS TO BE #14 AWG OR LARGER (SIZE PER NEC) SOLID COPPER TYPE THHN AND ELECTRICAL SERVICE WIRING IS TO BE TYPE THW OR THWN. 14. ALL WIRING IS TO BE SHEATHED NM OR NMC WHERE REQ'D (ROMEX) 15. USE CLAMPING TYPE ROMEX CONNECTORS AT EACH BOX. 16. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER BARE GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. ALTERNATE INSTALLATION OF A GREEN PIGTAIL FROM THE GROUND SCREW TO THE LUG ON THE BOX WHERE THE GREEN GROUND WIRE IS CONNECTED. (IF METAL BOX) SECOND FLOOR ELECTRICAL P -Am ''AM 1/411= 1 r-011 LIGHT FIXTURE, RECESSED EYEBALL, ADJUSTABLE LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN LIGHT FIXTURE, FLUORESCENT FIXTURE LIGHT FIXTURE, FLOOD LIGHTS TELEVISION OUTLET TELEPHONE OUTLET INTERCOM CHIMES SMOKE DETECTOR CARBON MONOXIDE DETECTOR ............ _ ..... _........ � TO EXIST.' METER. FIELD VElam;IFY L.00AT I ON Fl 17'-2" GLC. FIRST FLOOR ELECTRICAL P 1/411= 1 f-oll _F TO EX15T. r� 0 U) C)_j w w CL �- _j H w w w U) w I Z�r`- w ® (y) I ❑ ®� Cn W LL I— Z W Q CL 1 0WLO< DESIGN DRAWN CMB CHECKED t SSPE.... __._...._..._.._ '� JOB OCC-MEJIAS SCALE AS NOTED gUllp�� DATE c 04.11.2017 SA %v'0'r Ttvi�41 SHT 8 OF 11 06 I i I' I w EXHAUST FAN o GARBAGE DISPOSAL L_.) G. DISCONNECT SWITCH ELECTRICAL PANEL !- o CEILING FAN, INSTALLED ❑E CEILING FAN, PREWIRED a 12 JUNCTION BOX DIGITAL THERMOSTAT w Z O METER 0; 0. U [L' I-� U Z © I 17'-2" GLC. FIRST FLOOR ELECTRICAL P 1/411= 1 f-oll _F TO EX15T. r� 0 U) C)_j w w CL �- _j H w w w U) w I Z�r`- w ® (y) I ❑ ®� Cn W LL I— Z W Q CL 1 0WLO< DESIGN DRAWN CMB CHECKED t SSPE.... __._...._..._.._ '� JOB OCC-MEJIAS SCALE AS NOTED gUllp�� DATE c 04.11.2017 SA %v'0'r Ttvi�41 SHT 8 OF 11 06 I i I' FRAMING NOTES. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. 9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY BEFORE TRUSS PURCHASE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 7/16" O.S.B. OR 15/32" (MIN.) PLYWOOD. REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS @24" O.C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 2x4 BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ALL UNSUPPORTED HIP AND RIDGE AREAS, NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE MIN. 8dx2" RING -SHANK (0.113 SHANK DIA.) GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. ** NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. CONNECTOR LEGEND �J META16 ❑2 MTSM16 w/ (4)1/4"x2-1/4" TAPCONS TO CMU ❑3 META16 EXIST. ENTRY COL. TO BOND BEAM BELOW iii 11 1 1, iiiii'll , '' � � 11 � I I Nil 1111111% FORMULA NOTE: 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING 1 *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF) X 144 = BLDG. (SQ. IN.) BLDG (SQ.IN.) / 300 = SQ. IN. OF VENT REQUIRED SQ. IN. 2 OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT EAVES. CALCULATION: NEW GARAGE ROOF ROOF AREA = 434 SQ. FT. 466 SQ. FT. x 144 = 62496 SQ. IN. 62496/ 300 = 208.32 SQ. IN. OF VENT REQUIRED 3 208.32 SQ. IN. / 2 = 104.16 SQ. IN. 104.16 SQ. IN. (0.7 SQ FT.) OF VENT AT RIDGE AND 104.16 SQ. IN. (0.7 SQ. FT.) OF VENT AT EAVES REQUIRED REQUIRED VENTILATION IF OFF -RIDGE VENTS ARE CHOSEN, PROVIDE (2) 4'-0" 4. VENTS OR AS REQUIRED BY MANUF. SPECS. IF CONTINUOUS RIDGE VENTS ARE CHOSEN, G.C. TO CALCULATE LINEAR FEET NEEDED BASED ON MANUF. SPECS. NOTE: NAILS, BOLTS, SCREWS AND CONNECTORS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. NOTE: THESE PLANS ARE NOT TO BE USED FOR TRUSS FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS SPANS, OVERHANGS, SLOPES AND OTHER TRUSS GEOMETRY PRIOR TO TRUSS PURCHASE/ FABRICATION. DBSS INC. IS NOT RESPONSIBLE FOR TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS NOTE: EXISTING EMBEDED TRUSS ANCHORS ARE NOT TO BE REUSED. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBCR 2014, 5" EDITION. ROOF VENTS SHOWN ON PLAN REPRESENT AN ESTIMATE OF THE NUMBER REQUIRED VENTS NEED. OFF -RIDGE VENTS ARE BASED ON AN AVERAGE NET FREE AREA OF A TYPICAL VENT (104 SQ. IN.) ACTUAL QUANTITY MAY VARY DEPENDING ON THE ACTUAL NET FREE AREA PROVIDED BY THE CONTRACTOR -SELECTED ROOF VENT MODEL. THE AGGREGATE FREE AREA OF ALL THE ROOF VENTS COMBINED, MUST MEET THE ABOVE MINIMUM CRITERIA AS CALCULATED. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS. PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H10A FL10446.7, 10456.3 H1 FL10456.3 H10-2 H2.5A H3 H4 HTS (ALL) FL10456.6 LTS (ALL) FL10456.7 MTS (ALL) FL10456.8 SSP FL10446.2 ABA (ALL) FL10860.2 HGA10 FL10446.8 LTT19 FL11496.7 LSTA (ALL) FL10852.6, FL13872.5, FL13872.6, FL13872.9 LSU (ALL) FL10447.5 MTSM16 FL11473.12 HGAM10 FL11473.5 LUS (ALL) FL10655,30, FL10655.31, FL10655.32 HUS (ALL) FL10531.26, FL10655.25, FL10655.26 HATCH INDICATES EXIT STRUCTURE 4 ROOF 5Y TO REMAIN. REMOVE � REPLACE ROOF COVE AS FEQ'D, PRE -ENGIN. R00E- TR USSES V24" O.G. G ROOF FRAMING P -LAN e - � O 0I Z! W 0 W Z) �i 0 U) 0� < n W pLLl ry Z! 0 Chi U) �! 0 m z - o< W w ,rr�aallaaarr,r ¢ r� f> W wet .°• )' I r 1/ r c) C14 °" MwLu T Lw w ,� o ' : f- rn Z. 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V z Q.t - O °"a r cl wri! .°°•......•• s O LL z O 1- ro w O > ao L000 m Cfl F_ N C'4 Z r` N wo-i Q -- ® I' �- � N LL ()NCVQW F__ U) 4t (y) a- F-- 0 o '� ® U w p w (0 c:Z -� W L_u®Q O p cV O co 0 M (D z_ ❑ J_ � s p L 0 LL0 O Q < oV) LL _j 0 w LL(91 ,v z F- O oF-® W m = , 0 U) O LL .' 0 W l:cl `^ K � LL � z W®co 19 i '(3) 0) 0 W ❑ ry LL p ¢~(/)ZO w W - a- --') I.L. W Lc -)Z W Q on��� ~ DESIGN DRAWN ❑W CMB CHECKEDSSPE U) w JOB OCC-MEJIAS WILD/tiG LLJ SCALE -� AS NOTED SAMI DATE 04.11.2017 0 Tti F- U U) H SHT 9 OF 11 si N V I 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING.AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN-PLACE CONCRETE MAY BE PROVIDED W COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. BLOCK MASON TO VERIFY LINTEL DEPTHS W/ R.O. PRIOR TO INSTALLATION. CONTACT E.O.R. IF DISCREPANCY EXIST. SAFE LOAD TABLE NOTES: 1. ALL VALUES BASED ON MINIMUM 4" BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 8" NOMINAL BEARING. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED LXFX_-XB LINTEL MARK� NOMINAL HEIGHT L # OF BARS @BOT. PRECAST LINTEL LOAD TABLE(COMPO_SITE W/(1)#5 TOP & BOTTOM GROUT FILLED SOLID) LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 1'-6" 3984 3665 X X 3166 6039 9004 10000 L2 2'-4" 2745 3665 X X 3166 6039 9004 10000 L3 3'-4" 1384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 _ X 1060 2483 3913 5350 L5 5'4" X X X X 1261 2653 4049 4849 6-4" 524 N/A X_ X 1055 2542 4029 5047 _L6 L8 8'-4" 340 N/A X X 635 1534 2436 3127 L9 _ 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 T- N/A X X 488 1224 1966 2721 L12 121-0" 128 N/A X X 419 1053 1692 2341 v L13 12'-8" N/A N/A X X 419 1053 1692 2341 L14 13'4" N/A N/A X X 334 842 1352 1879 L16 16'-0" N/A N/A X X__ 272 611 988 1380 L18 _ 18'-0" _ N/A N/A X X-� 240 _ 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 _ 1300 1831 L21 20'-8" _ N/A N/A X _ X _ 183 610 1300 1831 L22 22'-8" N/A N/A X X 130 1 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 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WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FRC 2014 (5th EDITION) ------------ HURRICANE ANCHOR 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, ^ ; --------------------------- ---- — REFER TO PLANS AT EACH TRUSS FASTEN BUCK TO MASONRY UJ/ (1) ROW OF 3/1/0 "X4" TAPCON5 6" FROM ENDS-- �` / (REFER TO ROOF AND Io" O.G. MAX. 7APCON5 TO BE 1 1/2" MIN. FROM EDGE OF BUCK - PLAN) 3, BUCKS LE55 THAN 2X TO BE FASTENED W/GUT NAILS OR EOUIVALEN7, \ E -i HIE ROOF � __ 5TRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTI-IERe IN THIS � � f ,� Z z L4 X_ I/2" SAC -;-RESISTANT � �' �-���•c� LU FO OF- NA\ I L 1NrQ FATTE RN ZONE: \J ad RING-5I-IANK moo" 01. EDGES 4 12" OC_ FIELD ;LONE: O ad RING-5HANr' moo" U.C. EDGES 4 12' O.G. FIELD ZONE: O ad RING-5HANK moo" O r'. EDGES 4 0" O.G. FIELD CASE. _ CEILING BOARD 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, USE (3) ROWS OF 10dX3" NAILS 5TAGGERED X12" O.C• REMOVE �—, - •I.a,. REPLACE 1/2" ALUM. DRIP EDCzE SEA. SUCCESSIVE BUCK OI SAG -RESISTANT BOARD \ 5, MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE SAME 55P lo" O.C. TOP- CEILING A5 REO'D. -F•I \ lx -e, FASCIA OVER OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMEN75 PLT TO STUD/HDR. • 2x4 CONT. (FASTENING) ARE MET. r ZI REMOVE --.--_.___._ _ = SUB -FASB -IA w/ l2) ` ` VEI TED ALUM, SOFFIT C) REPLACE PT o. ADDITIONAL WOOD 5UCi, MATERIAL MAY 15E FASTENED 70 2�C BUCK W/ (2) = U.J 106 END NAILS � (APPLIED ACCORDING W NAILER A5 REO'D. - � - ` ROWS OF 8d NAILS Flo O.C. FASTEN WINDOW TO 2X PER WINDOW i (� � U �' NOTE: ALL ROOF SHEATHING JOINTS TO BE 5TAGGERED °'- �\ -TENTED ALUM. SOFFIT MANUFACTURER'S SPECS. I/2" Df�'YUJALL CO MANUF. SPEC.) :1' .: U) �i rF (APPLIED A CORDING i \\ f'CU MANUF. SPEC.) I I+' -T1'P. SINGLE BOND PROVIDE INSULATION— -- AS i -EXIST, FINISH TO REMAIN D W -.� BEAM U.1/ (1) #5 CONT. DATIONS(BYRr T \` / / W ROOF NAILING SCHEDULE GROUTSULID WINDOW/DOOR OTHERS)�= �- 1 PAINTED CMU FINISH —'- -4I ,. - 6 DETAIL N.T.S. -,�. - BUCK DTL. TO MATCH EXIST. 55P a lo" Off-. STUD \ li Z N.T.S. TO BOT. PLT. U 0; - FLOOR SHEATHING - O.C.-' C` EX15T. 2x=4 STUDS lo" ❑ ml I FASTENING PER J _ DRILL EPDXY #5 INTO 1 ___ 2 X o X 12 P.T. OF PLAN \ , Z - -- -- -- EXIST. BUND BEAM w/ 5" A"_° 5/a" (MIN.) TEXTURED CENTER BUCK OPENING REFER TO PLANS Q NEW EXISTING " CEMENTITIOU5 FINISH ' -- _� EME3ED. 25 MIN. LAP CTO MEET o W --- o BUND BEAt I REQUIREMENT5 OF axl- t� EXIST. GROUT - I•' A5'I'M C 92o) PSE-ENr�. W UJ/ (i) #5 x DONT. FILLED CELL -`jam = LOOP, SYSTEM _REFER TO PLAN5 Q . A • ,.. �-. �-__..__.._-�, VERT REIN;. IN GROUT -• -a FILLED CELL v?,' -O" O �. 3/0" DIA. ANCHOR / ��e "�,....,.." . j� f71 d MAX. i W~F� cfl i a °ti .'. . r u1 Q0 - � �°I; I' . 2 X 4 P.T. TOP- 1/2" 5A( --;z 2 •; v "��/ U_�- a�--axaxlo CON(. BLOCK BUCK BOARD CEILING _ o Q a w EXIST. CONT . I = 2 X o P: T'. BUCK ! /� �/ Y � t� ,� W / a W SLAB '1U REMAIN - EACH SIDE OF 14' / OPENING PT NAILER — 1 I I O d Z>�Qo zQ PROVIDE (4) 3/v" DIA. J -BOLT UJ/ 5-1/2' 1/2" __.__• DRYWALL ----- ��MOPTIONAL DTOD � 7�10' (LLH) W �T YU. •, ".•, "�U,j� ti ❑0 EPXJ AT EACH DOOR BRACKET, EAGN SIDE OF TO REMAIN Z DOOR. PROVIDE 1-1/2" X 3/10" TNIGK MASHER UJ/ 11 t EACH ANCHOR. (15t o0LT TO 5E 8" MAX. AE3V. O - C2) #5 BARS 02ND COURSE III= I I I I I I`I,T_"':"I I I I CURB, REST EQUALLY SPACED APPROXIMATEL'i a' CMU BLOCK UJ/ #5 I I 22" O.G.) EXIST. PRECAST FROM F.F. AND ONE A7 I_L_I--I_ ) I I---�.1-- EXI5TING FOUNDATION LINTEL @ OPENING ❑ CU 0 VERTS. SEE PLAN FOR - MIDDLE) EPDXY UJ/ 5" MIN. ' �" START BOLTS AFTER EXACT LOCATION L=...1 11 - I -I ' TO REMAIN -\ W EMBEDMENT IN TO EXI5TING -I 1 i -I 1 AlI l I I... E -I l I -I I i- GARAGE CURB (� MAX.) m co Lit) 7+ 00 GARAGE F.F. WINDOW PER FLR- N -MU CT�'PJ WINDOWSILL- PLAN m U U) N P.T. FURRINr N z I'- CV W O -j NEW CMU WALL TO E ST WALL SECTION GARAGE BUCK �2'o"O.G• 3 5 PRECAST CONC.-­, Z � V) 4t (o D- ~ [� CMU WALL CONN. " " CONN. DETAIL 51LL TYP. @ ALL W - Q z� 01 1/2 =1 -0 z 3/4 =1 -0 N.T.S. ❑ 11.1 Z. WINDOWS \ --VERT REIN;. BEYOND uJ .� ®U � � (%) Q PROVIDE INSULATION -\ BETWEEN FURR STRIPS 0 a Q AS REO'D. BY ENERGY EXIST. FINISH TO REMAIN W N O CALCULATIONS (Bj ❑O Y Q0 07HER5) (c) f - U EX15T. ,5xaxlo GONG. c� P.T. NAILER 0 NEW #5 VERT. INSTALLATION NOTE: EXIST. 3-1/2" r'ONr -- SLAB PER PLAN MAIN FLOOR J I, ' I. INSTALLATION UJ/ EXIST. FTCz. / o IJ m DRILL A 3/4" DIAMETER HOLE (MIN, o" DEEP) IN EXIST. FTG. A7 THE LOCATION OF THE RE15AR TO BE INSTALLED. INSTALL- - i- ELEV. O -0 NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE 51MP50N 5TRON(-;; BOND EPDXY OR EOUIVALENT. USE MANUFACTURER'5 INSTRUCTIONS). A55URE THAT ALL DUST AND DEBRI5 FROM DRILLING. ARE REMOVED FROM HOLE B7'r_�- -� -- - -� I 1-III—III - ' _ TRADE � U51NG COMPRE55EID AIR PRIOR TO APPLYING EPDXY. ALLOW EPDX'r' To CURE TO MANUFACTURER'S 5PECIFICATIONS, THEN I - - I -y O GROUT FILL (ELL. USE 25" MIN. LAP SPLICE AT F'AR. HOOK5 AT TOP OF BAR TO BE MIN. 12 5AR DIAMETERS (EXGLUDINCx I'-mm�I I -- BEND). EXIST. I I III i I� I I I is—I f U) FOUNDATION TO/ - ' ----- - -- --- - f__- � •I II,_ - 11• REMAIN I III' ❑Z" o. DRILL 4 EPDXY #5 BAR EXIST. BUND BEAri TO NEW BOND BEAM w/ CI) #5 HOOK5 PER NOTE CORNER REINFORCING I- — — / Ii O C) INTO EXIST. BOND BEAM w/ REMAIN (TYP. U.N.O.) CONT. PER DETAIL 9/SDI ABV. (TYPJ PER DETAIL 8/SDI E III-1--� 5" EMBED. 25" MIN. LAP z f-- 4 49.A d ' •. ' Ad :5V . i V J. a .V O ~ y J _ ate`—_4 — / n —_ W f7 7 .......................a - ........... v gl................ , L ;.. ^. L :' m W .�' � .u... 1 I— .. __.._. ............: PRCGA51 LINTEL PER PLAN d A ° T I I I ❑ ° u d ..I :. ? \ I I I V— ,�, WALL SECTION @EXIST. FRAME WALLZ4 3/4"=1'-0" REFER TO NOTE I ACV. LLJ FOR INSTALLA'T'ION OF- NEW FNEW 45 VERT. IN TROUT I I I \ I € I I W (TZ ❑ `1J FILLED CELL ! I ... !_ Z I I I — � -- 000R OPENING L L _ J ___t� _ ACV , \� �l`' ............ I€ I I \ HATCH INDICATES I, I ! I V.,j EXIST. CMU WALL TO I I I I (_l m 11.1 `• REMAIN (TYP.) TIE II II _ RUNNING BAR - uANi 0i2D 0 2: III' I L L I =f �) u {`� [] II II II 5' MIN. LAP CTl"P.) --,.., fl _ I LJ lti (U#5 CONT. IN �, Z .� a ,rW BOND BEAM <'n '� I 4 COURSE `m ARTN� T '.,, �-....._...__L _----_..r.11 ..• �� - �®''�- PROVIDE HANGERS 70 HOLD U) W � 5:� GROUT BOND` BAR IN PLACE DURING POUR, ~ W Zo Q I -.. BEAM COURSE , REFER TO MAN. 5PEC5. FOR 50LID 41. SPACING REQUIREMENT5 IF O W r- u) REQUIRED DESIGN DRAWN ELEVATION I - x HANGERS NOT REouIRED IF ❑ CMB �.., �, .�.�-..�. � •. NOM. a" cMU - W -- EXIST. FTG TO LINTEL BLOCKS ARE USED - z CHECKED REMAIN (TYP.) \� - = AND 2" HOLD 15 MET SSPE \ 05 COF:NER BAT' 1 U) 1/ W \ C -;ROUT FILL -ED CELL JOB OCC-MEJIAS ------ PROVIDE SCREEN WHEN ALL LAPS 25" i -11N. BLOCK BELOW 15 NOT Ld SCALE REQUIRED TO CSE FILLED � AS NOTED D DATE 04.11.2017 U FRONT WALL TYP. CORNER 9 BOND BEAM DETAIL U) 7 REPAIR AREA 1/2�= N.T.S.WALL REINFORCING 1 1 0 0 1 1/2"=1'-0" F- SFiT 11 OF 14 0 xv