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HomeMy Public PortalAboutLevel One App�N WasoffoRd § § \ { ® \ \ 2 � a \ / / \ a)/ $ 5 5 �� ° / / LU / E a E 7/ ® o a)= c = n e = m n m =f 7 E \\»� / L) =gems\ E.9e§b'a e § 7 = e = > o£ £ \\/> EFb2ƒ ) \% % bc\/§m �7 J° = o y \ 67=. 2 = e \ 6 » 7 o g= o a -0-0f 2 » R = a)»o=§may _0 / $ 2\ o 0 x U) 0 0 �/ ) m /£\\f/\cz 0\ / \mb/f<m/ \CL-0c \ .LD\ c- o » o c- C: = 0 V) x e = ®\ ¥ " y k \ 2 2 o n a e = . / /�/\/���/\��5 0 c ° CD /»�»�=a\2£y\§ 0 C) > o 4 % _ $ - _ E ƒ © / 0- c = = \ .- o 7 E \ \ / § ° _ {&[�{_E=�*_�/ e= s m>__- / o c c a $ _ / \ ° / 7\\\:'C— 2�n=_ �- * % » o &- o e= C o= E 0 2 ° ® o�= mo2d2ose�7> =9A#f°20 =9E % / � / z » ° E E 0 $ 2 /2\$\§§U)(Da) \= E e m e. _ " §a 0 2 u c. \\§a—)0 m ®._ c m = > 2 o ^G) xeeeeeee®g£7=6 E 2±6260SO3R2i72%O 0 0 0 0 0 0 0 0 0 0 / � < E � / \ . .\ \ � / � / § / ® cz 3 E _02 0 E \ k U) < E \ ) § § ) a) \ 1 O O E E 0 / / e 4 5 - , / \ \ / ® ) \ m � ® 7 o - \ \ � \ E f GENERAL NOTES PROJECT SCOPE DRAWING INDEX°" EXTERIOR REMODEL _ -EXTERIOR DOORS AND WINDOWS TO BE REPLACED WITH IMPACT��'m='e I. ALL WALLS SHALL RECEIVE (2I COATS [MIN.) FIRST QUALITY LATEX PAM: RATED DOOR AND WINDOWS AS INDICATED ON PLANS. CS COVER SHEET, GENERAL NOTES, DEMOLITION PLAN SPZity FR,ybem gcmo h fs. COLOR AND FINISH TO BE SELECTED BY OWNER OR INUNE WITH LANDLORDS -MODIFY EXISTING EXTERIOR OPENINGS AS INDICATED ON PLANS A201 PROPOSED FLOOR PLAN, WINDOW & DOOR BUILDING STANDARD. -NEW EXTERIOR OPENINGS AS INDICATED ON PLANS. SCHEDULES 2. NOTUSED. DEMOLITION SCOPE -NEW REAR PATIO SLAB BEHIND MASTER SURE S1 STRUCTURAL DETAILS, WINDOW & DOOR DESIGN 3. ALL COLUMNS, CONC. WALLS AND WINDOW HEADERS AND SILLS SHALL PRESSURES V) Q BE FURRED TO MINIMUM DIMENSION POSSIBLE. F— LLJ I. REMOVE EXTERIOR DOORS AND WINDOWS AS INDICATED ON DEMOLITION PLAN. S2 STRUCTURAL DETAILS L,L,1 — 4. PROVIDE FULLY DETAILED SHOP DRAWINGS FOR ALL ITEMS REQUIRING 2. MODIFY EXISTING OPENINGS AS INDICATED ON DEMOLITION PUN. W O FABRICATION. LF: CASEWORK. MILLWORK DOORS, AND CONSULT ARCHITECT Z = Z Z /OWNER FOR HARDWARE SELECTIONS. 3. DEMO EXTERIOR WALLS FOR NEW WINDOW/DOOR OPENINGS AS INDICATED ON 0 J O DEMOLITION PUN. 5. DOOR SHALL BE 1-3/4" THICK MIN UNO. < W < J 6. FINAL CLEAN & PUNCH LIST SHALL LEAVE SURE IN AN "AS NEW" > LL.I O CONDITION. ALL REQUIREMENTS OF THIS CONTRACT RE MET.ES SHALL BE RESPONSIBLE TO ENSURE THAT THE O O w W 7. ALL WORK SHALL BE GUARANTEED FOR A MINIMUM O ONE YEAR OR AS V 0 SPECIFIED BY WRING CONTRACT NEGOTIATION. 8. THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE F__ -------------- _---- __-------------------- __________________- CONSTRUCTIONCONTRACT A2011LATFSTADDITION) OREQUAL SHALL BE DESIGN CRITERIA MADE PART OF THIS CONTRACT. 9. ALL ELECTRICAL OUTLETS OR SWITCHES TO MATCH EXISTING. IF ALL NEW W 00 M PROVIDE "DECORA"TYPE IN WHITE. -FBC 20207th EDITION Z W M 10. G.C. SHALL COORDINATE ALL ABOVE CEILING ELEMENTS, SYSTEMS WITH -ASCE 7-16 LLB Z C`'i STRUCTURE TO ASSURE THAT ALL REQUIRED CLEARANCES ARE PROVIDED. 1. BASIC WIND SPEED 0 J J (WIND VELOCITY) LL PRIOR TO ANY CONSTRUCTION, G.C. SHALL FIELD VERIFY ALL DIMENSIONS I A W Q AND EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. i -170 MPH (VULT) Z Cie THIS IS IMPORTANT DUE TO THE IRREGULAR CONFIGURATION OF SOME SPACE. I -132 MPH (VASO) _ IF QUESTION ARISES. THE G.C. SHALL NOTIFY ARCHITECT AT ONCE FOR EXISTING -- 2RISK CATEGORY II `¢ U LL,I CLARIFICATION. FAILURE OF THE G.C. OR THEIR SUBCONTRACTORS TO SECURE POOL . I Q ne SUCH CLARIFICATION PRIOR TO PLACING THE WORK IN QUESTION SHALL PLACE 3. BUILDING DESIGNED AS ENCLOSED = O ALL RESPONSIBILITY TO REMOVE SUCH WORK AND REINSTALL IN ACCORDANCE CUT WO 1 4. WIND IMPORANCE FACTOR I.O O H h WITH THE ARCHITECTS INTERPRETATION. CD CA_ I BEAM ABOVE FOR 5. INTERNAL PRESSURE COEFFICIENT=+/-.18 z C) V J 12. ALL DIMENSIONS ARE NOMINAL AND MAY VARY FROM THOSE INDICATED I RAISED DOOR 6. EXPOSURE= C H- ON THESE DRAWINGS. MINOR ADJUSTMENTS OR WALL LOCATIONS MAY BE !OPENING (FLOOR U w 'OF THIS SPACE TO I 7. NOMINAL WIND LOAD AS PER 1603.1.4 FBC � m (� SUCH SHALL SUBMRA REQUEST TO THE ARCHITECT OFRECORD N r-------------------------------------------"""'-"'—""----C BE INFILLED TO 8. PERFORMANCE COMPLIANCE METHOD (EXISTING BUILDING) Q SUCH CIRCUMSTANCES. REMOVE SECTION OF CMU MATCH INTERIOR 13. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST WALL BELOW REMOVED FLOOR d RECENT EDITION OF THE APPLICABLE BUILDING CODE AND ALL OTHER CODES WINDOW FOR NEW DOOR ELEVATION), GC HAVING JURISDICTION OVER THE PROJECT. IT IS RECOGNIZED THAT THE A/E/ OPENING. SEE STRUCTURAL TO V.I.F. CONTACT INFORMATION CANNOT INCLUDE EVERY CODE REQUIREMENT OF THE APPLICABLE BUILDING _ CODES ON THE DRAWINGS. 14. UNDER NO CIRCUMSTANCES SHALL DRAWING SETS BE BROKEN UP. FULL OWNER LU g SETS SHALL BE SUPPLIED TO ALL SUBCONTRACTORS. CHAD BRADSHAW Q Z M NO CHANGES TO CONTRACT DRAWINGS SHALL BE MADE IN FIELD WITHOUT 940 ORCHID LANE = Q c) ARCHITECTS EXPRESSED WRITTEN PERMISSION, GULF STREAM, FL 33483 N J IL 15. DRAWINGS SHOW SCHEMATIC SCOPE OF WORK. G.C. SHALL 0 UNDERSTAND THAT OTHER WORK MAY BE REQUIRED OUTSIDE OF THE LIMITS i SHOWN ON THESE DRAWINGS. CIVIL ENGINEER Q co ci w NOT APPLICABLE ¢ 0 16, ALL DOORS THAT ARE TO BE REUSED OR LEFT AS EXISTING SHALL BE � � O � REFINISHED AND FREE OF ANY AND ALL DEFECTS, BLEMISHES, SCUFFS OR Q ai SCRATCHES AS BEST AS POSSIBLE. PROJECT Q = 0 I.L z /� 17. GC SHALL REMOVE ALL UNUSED/ ABANDONED TELEPHONE, DATA. LOCATION V � ELECTRIC WIRING AND CONDUIT FROM ABOVE CEILING AREAS. / 1� 18. DIAGONAL BR ACING SHALL BE ADDED AS REQUIRED FOR NEW WALLS I LANDSCAPEARCHRECT r,F y AND EXISTING WALLS THAT REQUIRE SUPPORT DUE TO RECONFIGURATION OF NOT APPLICABLE kt U SPACE t 8 19. EXCEPT FOR FLOOR TILE ALL FLOORS WHICH ARE REQUIRED TO BE LEVEL -) i SHALL BE LEVELED USING A FIRST QUALITY FLOOR -LEVELING COMPOUND PRIOR f s� / INEE,pj TO FLOOR FINISH INSTALLATION. i C BI ENGINEER ~ 20. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONARY I MECHANICAL, ELECTRICAL, PLUMBING ENG NE DAMAGMEASURE THROUGHOUTO PROTECT THE PUBUCCONSTRU AND ADJACENTPROPERTIESCONTRACTOR DAMAGE THROUGHOUT CLEAN ON ORDHE ERLY LCONIDURING SHALL NOT APPLICABLE MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE y n ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS MUST BE CONTAINED WITHIN THE OWNERS .J SPACE AND SHALL REMOVE SUCH DEBRIS AND CLEAN THE SPACE UPON 1 V( COMPLETION. TEMPORARY TRASH STORAGE AND REMOVAL SHALL BE AT THE CONTRACTORS EXPENSE AND SHALL BE CONTAINED IN AN APPROVED TRASH STRUCTURAL ENGINEER SPECIALTY ENGINEERING CONTAINER LOCATED WHERE REQUIRED BY LANDLORD OR AHJ. CONSULTANTS, he * SPECIALITY ENGINEERING CONSULTANTS, INC. 4 15995W 301H AVE 1 9 W TH AVE.,# NOT ALL NOTES APPLY O S N EFL 33 20 SUER10 BOYNTON BEACH, FL 33426 BDYNTDN BEACH, R33E26 DADE-BROWARD-PALMBEACH CONTRACTOR ` •• R. CA. Rao9zv '------------------------'--------------' NOT APPLICABLE 1 561 - 752-5440 :CE DEMOLITION PLAN -0" FILE NAME. FA% LOCATION MAP NORTH I _ SCALE AS NOTED ABV ABOVE DBL DOUBLE FOF FACE OF FINISH NA NOT APPLICASL $TO STORAGE A/C AIR CONDITIONING DEMO DEMOLISH. DEMOLITION FLUOR FLUORESCENT NGVD NATIONAL GEODETIC VERTICAL STR STRUCTURE ® DAM DATUM SUSP SUSPENDED III=III _ 2/1/2023 p1 ROOM NUMBER 3•-6•• HEIGHT ABOVE ACT ACOUSTICAL DTL DEPARTMENT FR FIRE RATED EARTH WOOD PLASTER FINISHED FLOOR ACT ACOUSTICAL TILE DTL DETAIL FS FIRE STROBE NIC IN TINCONTRACT SYM SYMMETRYIICAQ RVD, BY DAL ADD ADDENDUMNT OF DRINKING FOUAIN FT FOOT, FEET NO NUMBER O DOOR NUMBER NOM NOMINAL TEL TELEPHONE DRWN. BY ADH ADHESIVE DIA DIAMETER FUR FURREDIING) TEMP TEMPERED KWP S SECTION NUMBER AD ADJT ADJACENT ADJUSTABLE DIM DIMENSION MS NOT TO SCALE GRAVEL SHIM STUCCO AFF ABOVE RNUHED FLOOR DISP DISPOSAL GA GAGE, GAUGE a ON CENTER THK iHICKINESi) WINDOW TYPE SHELL NUMBER GC OPNG OPENING REVISION O A601 ALT ALTERNATE ON DOWN GL GLASS,AGLAZINGRACTOR TV Ty P TYKPIIC LON FINISHED ACOUSTICAL - ALUM ALUMINUM DR DOOR PIA OPP OPPOSITE WALL TYPE ANOD ANODQED GWB GYPSUM WALLBOARD GYPSUM p,LAM. PLASTIC LAMINATE TERRAZO SAND WOOD CEILING ALIGN ALIGN SURFACE ESTABLISHED DIN DISHWASHER GYP.BD. BOARD SURFACE AP ACCESSPANELDWG DRAWING PTO PANEL UL UNDERWRITER'S LABORATORY APPRO% APPROXIMATE DWR DRAWER HC HOLLOW CORE PR PAIR UNO UNLESS NOTED OTHERWISE - CERAMIC 1 6 DETAIL NUMBER ARCH ARCHITECTURAL HIM HOLLOW METAL PR PAIR ' A601 SHEET NUMBER AVG AVERAGE EEA EACH L ELEVATION HR HOUR PSF POUNDS PER SQUARE FOOT CONCRETE PLYWOOD TILE 6 DETAIL NUMBER VB VINYL BASE SHEET NUMBER BD BOARD HT HEIGHT PSI POUNDS PER SQUARE INCH VCT VINYL COMPOSITION TILE A60 flEC ELECTRICAL BLOC BUILDING HVAC HEATING/VENTILATING/AIR COND. PT PTN PRESSURE iREA7ED PARTITION VEST VERTICAL 6EV ELEVATOR PLYWD PLYWOOD BLKG BLOCKING EQ EQUAL M INCH VEST VESTIBULE BRICK STEEL CARPET ELEVATION BO BOTTOM OF WCL INCLUDEIDI(ING) QTY QUANTITY VWC VINYL WALLCOVERING 5 EQUIP EQUIPMB.R A601 SHEET NUMBER ----,DETAILED AREA CAB CABINET EWC ELECTRIC WATER COOLER R RISERIS) JAN JANITOR MASONRY INSULATION CG CORNER GUARD EWH ELECTRIC WATER HEATER RAD RADIUS WC WATER CLOSET TOILETS CLG GEEING EXIST EXISTING JC JANITOR'S CLOSET UNIT BAIT GLASS ELEVATION CLR EXT EXTERIOR RAREC RETURN AIR RECESSED WD WOOD 1 / CLEARAANCEI LAB LABORATORY REFIT REFRIGERATORREQUIREDRED W/O WITHOUT ROOM FINISH LAM LAMINATED REQ'D REVISION(S),REVISED INSULATION Fl CLO CLOSET FA TIRE ALARM LAV LAVATORY REV RH RIGHT HAND SEAL 4 Ata1 2 DESIGNATION CO' COLUMN w.cooucLE re fL R SHEET NUMBER CONE CONCRETE FAP TIRE ALARM PULL LHL LABEEFF L D RM ROOM MARBLE RIGID SPANDRB GAIMRBuaLANC PE w R4 211 CONE CONFERENCE FD FLOOR DRAIN SC SOLID CORE DnonM L.unNC PEw Rnol2 3 LT LIGHT GYPSUM 1E531U f. DOR—MR. NA NCARB CONST CONSTRUCTION FE FIRE EXTINGUISHER SCH SCHEDULE GRANITE M WALLBOARD H DA REGWRATION A"792e CONT CONTINUOUS, CONTINUE FEC FIRE EXTINGUISHER CABINET MAX MAXIMUM SHT SHEET CORR CORRIDOR FF FINISHED FLOOR MECH MECHANICAL(AL) SIM SIMILAR SHEET# COUNT COUNTER FHC FIRE HOSE CABINET MFR MANUFACTUREIER) SPEC SPECIFICATIONISI SYMBOLS CPT CARPET RN FINISHED) MIN MINIMUM SOSS SQUARE STAINLESS MATERIAL LEGEND A201 CT CERAMIC TILE RXT RXTURE MISC MISCELLANEOUS STD STEEL STANDARD CTR CENTER FLR FLOOR INGI MT D MOUNTED STL STEEL GENERAL FLOOR PLAN NOTES I. ROVIOE2%600ABbWNEDflREREIARO OCR NPARIAgF6TORECENE WALL MOUNEJ FIXTURES. CABNETRY, AND SHEMNG. 2 N—KJONS WOWNONROORPL ,SKIIONSELEVAI1pE,ANDOETABSARE TO RNSH FACE OF STUD. MASONRY. CONCRETE Gi0IXNE2 UNLESS OTHERWISENOTED. 1 TIE RESIDENCE SHALL R NEWD C AND W"DoWS ((APPROVALS HGHJMPAGT RESISTANT GLA55 nT ALL NEW DOORS AND WhDOWT. NNSB OiF6RW0E NOIFDI. A CONTRACTOR SHALL COORDINATE DOOR AND WINDOW 1-1 WITH DOOR AND WINDOW MANUFACNRER. 5. ALLG IN DOORS AND ALL SLKMJG GLASS DOORS TO BE TEMPERED, 6, ALL GLASS SHOWER AND NB ENCLOSURES TO BE TEMPERED. 7, GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE 120 THAN 6 ABOVE FLOOR OF IUB OR SHOWER. 0. P1LI.YRRO tALLAt10NPEtMAWFAC7URMSPECMCMOWTORESt ON HOOR,BASE COUNTER TOP OR BACK SPLASH AS REOUIREI. P. ALL BATHROOM ROOKS AND BASE MOLDWG SHALLBE MADE OF IMPERVIOUS .Al.. 1Q ALL flX GLASS SHALL BEY."THICK NNO) 11. AN OUTSIDE W'W DOW OR OR OPEMBIE FROM THE INSIDE WITHOUT—USE OF TOOLS AND FR04IDWG A CLEAR OPENING Of NOT LESS THAN RfY' M WIDTH. 24" .—AND-1 INAREA GLAZING PERCENTAGE CALC. TOTAL SURFACEAREAOFEXSERICR WALLS ISFI= 2760 TOTAL GLAZING SURFACE AREA ISM - 611 G W SURFACE AREA PERCENTAGE- — G.C. TO V.I.F. ALL EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN ARE IMPACT RATED. WALL TYPES ® NEW CFWJ BLOCK WALL — FX6TING WALL TO REMAIN NEW INTERIOR WALL. MR BOARDAT WETAREAS EGRESS OPENINGS THE MODE OF OPERATION OF OPENINGS, INDICATED IN SCHEDULE. SHALL NO REOURED THE OF n KEY. TOOL SFEQALKNCW E OR ffFORT. SUCH CLEAR OPENING SHALLBE NOT LESS THAIJ X IN WIDTH 2,K IN NEIGH, 5.7 SO. FT, THE BOTTOM OF THE OPENING SHALL NOT SE MORE THAN A4OFF THE FINISHED FLOOR AND NOT PART OF THE OPERATING MECHANISM WALL BE PLACED HIGHER THAT] S4' ABOVE FR6HED FLOOR. OCCUPANCY AND CONST. TYPE R-3 TYPE VB UNPROTECTED Bo- �-I� 4 r O O IIOA Illy II1B HXED HORIZOMALSLIDER IMPACT RATED FRENCH IMPACT RATED WINDOW IMPACT RATED WINDOW DOORS AND FIXED SIDELTTES RF' 6'd Trt b x A \ / I108 IOTA IOBA IISA IMPACT RATED SGD IMPACT RATED FROSTED IMPACT RATED FROSTED GLASS FRENCH ENTRY GLASS SWING DOOR DOORS WINDOW SCHEDULE MARK WIDTH HEIGHT TYPE A 3'!I' 7'-10' FIXED B 3-0" TAU' I HORIZONTAL SLIDER NOTES: -C NTRACTOR TO VERIFY IN FIELD ALL WINDOW AND DOOR OPENINGS PRIOR TO ORDERING AND INSTALLATION. -ALL WINDOWS AND EXTERIOR DOORS TO BE IMPACT RATED, SEE STRUCTURAL DRAWINGS FOR DESIGN PRESSURES -MUNTIN BARS, FRAME COLOR, PAINT AND DOOR HARDWARE TBD PER OWNER SELECTION GLASS COLOR TBD BY OWNER -EGRESS OPENINGS: -THE MODE OF OPERATION OF OPENINGS, INDICATED IN SCHEDULE SHALL NO REQUIRED THE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN" OFF THE FINISHED FLOOR AND NOT PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"ABOVE FINISHED FLOOR. -------------------------------LIA,;--------------- - --------------- 'W WINDOW'A"TO I -0X 17G"MATCH SILL HEIGHT AND TURAL I I� O DIMENSIONS OF EXISTING I I WINDOW. SEE SCHEDULE I I AND STRUCTURAL SHEETS. I GC TO V.I.F. I I I � I SLAB INRLL / MATCH / 1 I O EXISTING INTERIOR FLOOR ELEVATION. I SEE STRUCTURAL 1 I I 1 I I 1 I I I , 110A I I I I I 1 I Y4EX6iNG OPENING v.l f. BU'IXBTNil OPENING V IF E%BIWGII CMU INFILL BELOW NEW WINDOW, SEE SCHEDULE AND STRUCTURAL SHEETS CMU INRLL OPENING FROM REMOVED WINDOW. OPENIN SIZE APPROX LBW 3011, SILL 9 40' AFF{ SEE STRUCTURAL. I G.C. TO V.I.F. I CMU INRLL OPENING FROM I REMOVED I WINDOW. OPENING SIZE APPROX 36' W 74'H, SILL 0 B' AFF. SEE STRUCTURAL. G.C. TO V.I.F. I I I I I I I I I O I I I I I O O ___________________________________________________ DOOR SCHEDULE MARK WIDTH HIT FIT THICKNESS MATERIAL TYPE FRAME TYPE TRESHOLD RATING REMARKS 101 A 6'-0" 6'-91 13/4' SEE PRODUCT APPROVAL IMPACT RATED FRENCH DOORS SEE PRODUCT APPROVAL ALUMINUM 11/2' MAXI SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES lOBA 7d" 6'b" 73/4" SEE PRODUCT APPROVAL IMPACT RATED SWING DOOR SEE PRODUCT APPROVAL ALUMINUM 1 7' I / MAX)I SEE STRUCT E SE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES E 1I0A 8'-0" 6'A" 13/4' SEE PRODUCT APPROVAL IMPACT FR. DOORS W/ SIDELTTES SEE PRODUCT APPROVAL ALUMINUM I I/7' MAX) SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES 1108 9'3' 6'A'1 13/4" SEE PRODUCT APPROVAL IMPACT RATED SGD SEE PRODUCT APPROVAL ALUMINUM I I/7' MAX) SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES I i I A 8"a 6'3•' 13/A" SEE PRODUCT APPROVAL IMPACT FR. DOORS W/ SIDELRES SEE PRODUCT APPROVAL ALUMINUM I1/7' MAX) SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES IIIB 8'-0' 6'-9' 13/4' SEE PRODUCT APPROVAL IMPACT FR. DOORS W/ SIDELRES SEE PRODUCT APPROVAL ALUMINUM I I/7' MAX) SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES 115A 7- 6'd" 13/4" SEE PRODUCT APPROVAL IMPACT RATED SWING DOOR SEE PRODUCT APPROVAL ALUMINUM 11/2-MAX) SEE STRUCT SEE PRODUCT APPROVALS & STRUCTURAL SHEETS FOR DES. PRESSURES O __________________________________ I I I I I I I I I I I I I I I � EX. I I I PROPOSED FLOOR PLAN NORTH A--K CMU INRLL / I OPENING FROM REMOVED WINDOW. OPENING SIZE APPROX 24'WX 36'71, SILL ® "' AFF. I SEE STRUCTURAL. I G.C. TO V.I.F. I I I I I I I I I I I I OI I I I I I I I I I I I I I I I OI I I I I - CMU INFILL OPENING FROM REMOVED A/C UNIT. SEE STRUCTURAL EXISTING CONCRETE BEAM. NO CHANGES NEW WINDOW OPENING. COORDINATE W/ WINDOW MANUFACTURER ROUGH OPENING SIZE REQUIRED. EXISTING DOOR OPENING TO BE MODIFIED EXISTING MASONRY WALL NEW MASONRY INFILL. PROVIDE (2) VERTICAL #5 BAR ® ENDS AND CENTER POINT OF OPENING. EMBED 6" INTO FOUNDATION AND HOOK INTO NEW SILL EXISTING CONCRETE FOUNDATION 2 MODIFYING DOOR OPENING TO HR OPENING DETAIL S1 SCALE: 3/4" = 1'-0" T .RAc -ifiPA nm fi.r A 11-hi, St- - tl60 W luNl 7 d 1 W7 (n 6T)NI6W 1 For theta < 10 degrees the GI values have been reduced b 10% Zone Zones Unbmached Unbmached Opening width (lot hei ht in) Effective Area (11^2) Area used in cak. 0Cp oskive,4&5) 0Cp (ne alive, 4) GCp (negative, 5positive P P negative P positive P nC alive A 70.0 46.0 22.4 22.4 0.94 -1.05 -1.30 36.5 -39.8 36.5 -48.0 B 72.0 39.0 19.0 19.0 0.95 -1.05 -1.31 36.8 -40.1 36.8 -48.5 IOTA 72.0 80.0 40.0 40.0 0.90 -1.00 -1.22 35.1 -38.4 35.1 -45.5 108A 30.0 80.0 16.7 16.7 0.96 -1.06 -1.33 37.0 -40.3 37.0 -48.9 110A 60.0 80.0 33.3 33.3 0.92 -1.02 -1.25 35.6 -39.0 35.6 -46.4 110A (SIDE[]TE) 18.0 80.0 14.8 14.8 0.96 -1.06 -1.33 37.1 40.4 37.1 -49.1 IA 60.0 80.0 33.3 33.3 0.92 -1.02 -1.25 35.6 -39.0 35.6 -46.4 I11A (SIDEll 18.0 80.0 14.8 14.8 0.96 -1' -1.33 37.1 -40.4 37.1 -49.1 IIIB 60.0 80.0 33.3 33.3 0.92 -1.02 4.25 35.6 -39.0 35.6 -46.4 111B SIDEIHE) 18.0 80.0 14.8 14.8 0.96 -1.06 -1.33 37.1 -40.4 37.1 -49.1 115A 30.0 80.0 16.7 16.7 0.96 -1.06 -1.33 37.0 -40.3 37.0 -48.9 VERIFY EXISTING CELLS JAMBS ARE FILLED CELLS OR E COLUMNS. IF HOLLOW, POVIDE (1) # 5 VERTICAL -BAR. DRILL AND EMBED 6" N INTO SLAB/BEAM. SECURE / 2-PART EPDXY. POUT SOLID. WHEN GROUTING, OPEN ADJACENT FACE SHELLS ® 24" O/C SUCH THAT CELLS POUR TOGETHER. 2" LONG #3 HOOKED BARS, PILLED AND EMBEDDED MIN 6" 16" O/C INTO EXISTING WBS. SECURE W/ 2-PART EPDXY. CONCRETE WINWW WINDOW SILL 1 POUR NEW 8'><8' CONCRETE SILL BELOW WINDOW. PROVIDE (1) CONTINUOUS 15 BARS THAT EXTEND A MINIMUM OF 8' INTO FILLED CELLS AT EACH END. TYPICAL MASONRY WINDOW SILL CONSTRUCTION S1 SCALE: 1-1/2" = V-0" WHEN GROUTING JAMBS, OPE ADJACENT CELLS 0 21' 0/ SUCH TINT THE CELLS POU TOGEIHE EXISTING MNDO' OPENING TO BE INFILLE EXISTING MASONR WAL MASONRY JOINT REINFORCING PLACED IN COURSES W/ BRICK TIES. SHOULD EXTEND TO MTHIN 1' FROM EACH END. BRICK TIE, 8' FROM BTM AND 16. O/C VENT, SECURED TO FACE OF MASONRY W/ 1/1 0 R 2" TAPCON FILL CELL W/ MORTAR TO EMBED BRICK TIE BEND BRK:K TIE DOWN INTO MASONRY CELL PROVIDE (1) }5 VERTICAL REBAR 0 EACH ENO OF EXISTING OPENING. DRILL AND EMBED 6' MIN INTO BEAM AND SLAB. SECURE W/ 2-PART EPDXY. GROUT SOLID EXISTING CONCRETE FOUNDATION Wind Loads based on ASCE 7-16. method 2, amalyticalprocedure. MIEN GROUTING JAMES, OPD ADJACENT CELLS 0 24' 0/( SUCH THAT THE CELLS POUF V (mph) 170 / 1620 FBC for HVHZ, or Fig 26.5-Ib (� I P : = TOGETHF7 1 1.0 y q h' EXISTING A/C UNI Risk Category If Table 1.5-1•page 4 OPENING TO BE INFILLE[ Exposure C Section 26.7 EXISTING MIASOAIJ Length ofBuddmg (11) 87 Width ofBudding(ft) 76 Mean Rofheight (ft) 16 Kz 0.86 Table 26.10-1. page 268 Kd 0.85 Table 26.6-1. page 266 K21 1 Figure 26.&1. page 268 pitch ofmof 5/12 22.6 degrees theta 22.6 degrees 1.0 Reduction factor for slope ofmof gh(ps() 54.11 Velocity Wind Pressure tCa mean roofheight (Ukimate) PROVIDE (1) j5 VERTICAL GCpi 0.18 -0.18 0.55 -0.55 Table 26.11-1 REBAR 0 EACH END OF a 7.60 10%ofwidlh 1 EXISTING OPENING. OPoLL AND EMBED EXIST MIN INTO a2 8.70 10% ofwidth 2 BEAM AND SLAB. SECURE a3 6.4 0.4*num roofheight W/ 2 GPRROOUT�SOLID n SAO E dZme distance WINDOW AND DOOR PRESSURE SCHEDULE SCALE: N T.S. ��MASONRY INFILL DETAIL S1 SCALE: 3/4" = 1'-0" EXISTING CONCRETE FOUNDATION 4 MASONRY INFILL DETAIL S1 SCALE: 3/4" = 1'-0" BRICK TIE, 8- FROM BTM AND 16' O/C VERT SECURED TO FACE OF MASONRY W/ 1/4' 0 . 2' TAPCON FILL CELL W/ MORTAR TO EMBED BRICK TIE BEND BRICK TIE DOWN INTO MASONRY CELL MASONRY JOINT REINFORCING PLACED IN COURSES W/ BRICK TIES. SHOULD EXTEND TO WITHIN 1' FROM EACH END. SPecidty Engi.e "Cavdlmt, J � N Q0 �0 O H o -j .6 LU Q a_i �0z �O 0 U z U Z w w 3 0 x ti1 LU Cl) Z w M LU Q M J -..J wp- o W _ :� O 1 0 LID O LID Z 0 � Q O 44 U to 0 O K tl 00 3 u 3 M Q Z M = J -1 0 0 o m w O to O ='q J z UQ•r�r^� w V U ha��gIKEF,p�yc Q y df a� •��� SLR SPECIALTY ENGINEERING CONSULTANTS, III 1599 SW 3 AVE. SUITE #X BOYNTON BEACH, R 3 26 DAD E- BROWARD- PAINT BEACH R. CA. W009212 561-252-5440 OFRCE 561-I52-SSR2 FA% FILE NAME. SCALE AS NOTED DATE 2/1/2023 RVD, BY DAL DRWN. BY KWP REVOION �lO XW GARY WDOUGLE PE FL R56214 D. MAR1 LRBLANC. PE 0. R366B1 D. A.A. LRBIANO. PER .11012 JF361CA f. DORNMASF FLORIDA REGa1'ATION AR9>92AARB SHEET 0 Sl I EXISP CONCRETE BEAM NO CHANGES EXISTING WINDOW OPENING VERIFY EXISTING CELLS 0 JAMBS ARE FILLED. IF NOT, PROVIDE (1) VERTICAL /5 BAR AND SECURE TO BEAM AND SUB W/ 2-PART EPDXY. 6' MIN EMBED. GROUT SOLID. NO REINFORCEMENT REQUIRED IF EXISTING CELLS ARE FLIED EXISTING CONCRETE WALL EXISTING � I i VIF ( i EXISTING CONCRETE SUB _y EXISTING WOOD ROOF TRUSSES EXISTING WOOD HEADER TO BE RAISED 4' TO ACCOMMODATE SLAB INFILL, SEE DEGML 2/S6 EXISTING DOOR OPENING EXISTING 2w4 WOOD WALL EXISTING SLAB PROPOSED NEW DFD AND SIDEUTE BY OTHERS. SEE NOA FOR FASTENER SPECIFICATIONS NEW DFD AND SIDEUTE OPENING. COORDINATE W/ DOOR MANUFACTURER ROUGH OPENING SIZE REQUIRED AREA TO BE REMOVED. SFEfl IN THIS SECTION MY BE REMOVED GRIND SMOOTH EDGES WHERE MASONRY WAS REMOVED e Z 1 MODIFYING WINDOW TO DOOR OPENING DETAIL 52 SCALE: 3/4" = 1'-0" 4' THICK CONCRETE SUB WITH 6v6 PROVIDE J*O WIN s 3!' TAPCONS, 24' 0/C, W7.4vW1.4 WWM SUPPORTED 3'-0' 0/C. Ell H WAY. 11A' EMBEDMENT INTO OVER 6 MIL VAPOR BARRIER EXISTING SUB ON COMPACTED TILL SEE SCHEDULE. NEW CONCRETE SUB WITH SINGLE DYER 64 W1.4,W1,4 WWM SUPPORTED 3-0' 0/C. 6' 24' TYP. a� TOP OF —SUB EXISTING MONOLITHIC FOUNDATION 2 MASTER BEDROOM SLAB SECTION SZ SCALE: 3/4' - 1'-0' EXISTING PROPOSED, EXISTING WOOD ROOF TRUSSES EXISTING WOOD HEADER RAISED 4' EXISTING DOOR OPENING EXISTING 2,4 WOW WALL EXISTING SUB r3-'�SLAB INFILL ELEVATION 12 SCALE: 3/4" = 1'-0" NEW 4' FLOOR SUB TO MATCH FIMSHED FLOOR HEIGHT W EXISTING INTERIOR FLOOR