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HomeMy WebLinkAboutcooper unpermitted_ permit set R1_ 12-13-20_ signed DocuSign Envelope ID:AB65B9A0-4EOB-47D4-AC03-9F15891 B4CDA FEMA ANALYSIS: SHEET INDEX CD E DOOR SCHEDULE The structure is noncompliant with FEMA regulations due to not having a pile foundation. ti O NEW SLAB ACTUAL All the conditioned spaces, including the lower level, are above the design flood elevation A-1 floor plans v m DESCRIPTIONL i- ID PRESSURES W H (DFE). A-2 elect (a ° N o Q D1 42.5,-45.1 6-0 8-0 D.SWING,GLAZED BFE: VE-11' GN-1 gen notes = - O (U 12' navd L D2 42.5,-54.7 8-0 6-8 D.SWING,GLAZED DFE: M UExisting elevation of the 1st level: 12.3' navd _ COD 42.5,-54.7 8-0 6-8 D.SWING,GLAZED PROJECT DESCRIPTION �� Q CL O T— FORMER GARAGE SLAB -EXTG FLYOVER EXTG TRUSS @ 24"oc D4 42.5,-54.7 8-0 6-8 D.SWING,GLAZED Contractor to provide a cost breakdown which shows the project does not exceed the UNPERMITTED RENOVATION/GARAGE m c m Q M N m D5 6-0 6-8 EXISITING TO REMAIN substantial imorovement classification. CONVERSION TO COND AREA. E Q CV DEMO UNPERMITTED BEAM SEE GEN NOTE 26 •N i = ti #3 REBAR 18"OC EW, OMIT IF FIBERMESH USED ZONING INFORMATION: N + CNI Y 0 CONC OVER 6 MIL VB OVER COMPACTED& parcel id: 1403-12(-0003-010-3 0 U co CU LLLL EXTG 1/2"Dw Hutchinson Island St Lucie County) TERMITE TREATED FILL U L WINDOW SCHEDULE UTILITY INFORMATION: U SHOWER RECESS ACTUAL B.O. gas: none sewage: septic °° ° °°•° ° °° ° °, °° ° NEW BRG WALL(NO UPLIFT):2x4 @ 16"OC. DBL TP. NOTESID PRESSURES W H LINTEL TYPE potable water: well TP TO TRUSS WEB W/S.H6 @ 24"OC.BP TO EXTG FTG W1 2-9 3-4 6-8 S. HUNG EXISITING TO REMAIN W/.5"x 6"WEDGE BOLT @ 32"OC.STUD TO TP&BP W/ S.TSP @ 32"OC. W2 2-9 3-4 6-8 S. HUNG EXISITING TO REMAIN AREA CALCULATIONS: CONC OVER 6 MIL VB OVER COMPACTED& W3 2-9 3-4 6-8 S. HUNG EXISITING TO REMAIN prior 1st level cond area 682 sf EXISTING SLAB TERMITE TREATED FILL SEE GEN NOTE 26 former garage 863 sf F EXTG SLAB/FTG w proposed 1st level cond area 1,545 sf RNMEN/ 0 proposed cond volume 13,596 cf a #3 REBAR 4" #3 REBAR 18"OC EW,OMIT IF U- EMBED @ 18"oc FIBERMESH USED PRODUCT APPROVAL AFFIDAVIT Q w GLASS d U) ITEM TYPE IDi BUILDING DIP 2 PRODUCT CIP TYPEs MFR MODEL APPROVAL# FASTNERS6 U) SLAB INFILL/TOPPING DETAIL BRG WALL DETAIL DOOR ID.SWING IDI 1 160,-60 JIMPACT JSIW 500-9 INOA 19-0131.14 SCALE: NTS SCALE: 1/2"= 1' 0 DOOR D.SWING D2,3,4 55, 55 IMPACT SIW 500 12 FL 18320.3 0 1.'ID'as per door&window schedule,or all meaning worst case of all similar items of that type. a 2.If building dp are left blank-see door&window schedule or design pressure chart. SCOPE OF WORK- SEE KEYNOTES IN PLAN LABLED (SOW): Lu 3.This affidavit is only to verify product's compliance with wind loads. U- UNPERMITTED, N-NEW WORK TO CORRECT UNPERMITTED w 4.Unless products are specifically submitted for verification by contractor,they are assumed. 0 5.If glass type is not specified more than'impact',may use any of the impact glass type in the install instructions to achieve the stated building design pressures. 1. U- CONVERSION OF A 3 CAR GARAGE TO CONDITIONED SPACE ¢ 6.If fasteners is left blank,may use an of the specified attachment methods in the install instruction matchingstructure provided to achieve the stated buildingdesign pressures. y y p g p 2. U- RELOCATE BATHROOM w 7.1 have reviewed the above components or cladding and I have approved their use in this structure.These products provide adequate resistance to the wind loads and forces specified by current code provisions. 3. U- RELOCATE & REPLACE HWH W/ NEW GAS HWH 0 4. U- INFILL EXTERIOR DOOR W/NON REINF CMU w 5. U- WINDOWS & REAR SLIDER WERE PERMITTED & FINALED IN 2017 0 6. U- RECONFIGURE WALLS w 7. U- CONC TOPPING OVER FORMER GARAGE SLAB, 5"THICK W/NO WIRE, BONDED TO FORMER GARAGE SLAB W/BONDING AGENT. uJ 8. N- NEW MINI SPLITAHU � 9. N- REBUILD LOAD BRG FRAME WALL WHICH WAS REMOVED, SEE BRG WALL DETAIL z 00 ¢ � ~z U O co a. w z Z JJ LLBm Z VI O 5 CU EXTG AC PAD CU EXTG AC PAD z 0 SOW-4 SOW-4 mow/ L.L L.L ui w a � Of 4-0 w _ _ _ D2,3,4 BUCKS: DBL 2x6. FIRST 2x ATTACHED TO CMU W/ Q ¢ 1/4"x 2.75"TAPCON @ 12"OC/6"END. TOP 2x TO FIRST w ""2x W/#9 3 SCREW OR 10 D NAIL @ 12 OC. w — Q co HWH I I M F \ / z II X \� � II o co w = o U ui z z CD z Lu II / \ I II w z ¢ w HWH w z z z ¢ GAME.R 2 fl el:0" fl el:-6" ¢ a GAMER 2 fl el:0" fl el:-6" z ui o- LO z 5'-1" 12'-10" 5'-1" 12'-10" ° U) w Ui w II /X\ GARAGE N GAME.R 1 - ¢ 0 II / \ Q clg el.9' AHU \ / Q clg el:9' AHU 04 II / — — — — — — \ I 1 EXTG FFE: 11.8'NAVD Cl) FFN, / 7el:-6" fl el:0"II 1 NEW FIFE: 12.3'NAVD I SK I F———�— — — -8x6-8 \ / BA sK ) � cabinets sK E z E \ / II X I 0 2-8x6-8 2-4x6-8 Lu o � � cabinets sK O � / \ 23'-10" 18'-3 1/2" 23'-10" 12'-5" LU / \ 0 / \ o? bo BA Q LAUND `o 00 LAUND o N o n n - 3' 7" 10'-5 1/2" I I DR WA I I 3'-7" 10' 5 1/2" DR WA S R I I I I shelves floor plans 9/22/20 N N SHEET FOUNDATION FOR FOUNDATION FOR LU SPLIT LEVEL ABOVE LU SPLIT LEVEL ABOVE A-1 0) m U) m a Q Q o Q C0 � U) LU w w >- >- E O O DocuSigned by: LL LL Ut, (t r E935FAF30E92486... 12/13/2020 �P�EOF FCO,Q�o 0S P.L/, Q<&z 9 AR97108 EXTG/DEMO 1ST LEVEL FLOOR PLAN NEW 1ST LEVEL FLOOR PLAN ���;s. �,��Q SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" rFRED ARG� DocuSign Envelope ID:AB65B9A0-4EOB-47D4-AC03-9F15891 B4CDA E ti O 0 as E CL v U to O C — Q a O O '� r C) E -0 - Q ao + �— O N m mQ NM N t�l vO — z O '� M I-- (D "-' N ~ Y 0 c co J J O co Cu ILL LL V U `-- tY U U w O a. a U u- U w d U) U) x r O W Lu w a O J W Lu W Z Q 0 W J O H W ff W H Q W U W T ui of V! z TT Z VJ Q Z �} ~ V U O M IL W z Z J L L m Z W Cu EXTG AC PAD O iW o EXH UST INT KE Z W � o >, a _ � Of 4-0a w 22,400 BTU MINI SPLIT w w w Q : uj ~ w Q L2 r w I � x I — � > F I = LLB _ I I , W Q E1 7 0 Z L z I I I z CD w w ul U' Z I E1 a cm I I HWH w j Xm GAME.R 2 Q WJ J El cap a L1 L1 z (D U) Lu E1 E1 0 © u L1 L1 w I i i I I g GAME.R 1 I Q 0 �� AHU i II I i I I I i I I HWH CONDENSATE LINE TO I I SHARE AHU CONDENSATE © E1 8x6-8 I I I I L1 ------------L1 ------------------L1 HWH E1 I 11 I II I 11 I SK II N II LLJ L2 z w 6 L1\ 2-8x6-8 w 2-4x6-8 ` SK E p BA w �I ~ E1 LAUND " o E1 p �I — SD ,L1 E DR WA XSR EX elect w w s w DEMO SWR 2" NEW SK 1X2' 5" 9/22/20 DEMO SK 1.5"DEM U) EXTG VE S H E E T NEW FOUNDATION FOR w SPLIT LEVEL ABOVE A-2 v� O � � m U w ODocuSigned by: VLL aan Ut,l�(,t r DR WA S E,35FAF30E924S6... NEW WC 3" 12/13/2020 EXTG WA 2",2"VENT NEW SWR 2" AY" RHO 0S, P.L/, Q<&z AR97108 NEW 1ST LEVEL DWV PLUMBING PLAN NEW 1ST LEVEL ELECT/MECH PLAN ��cs. �,��Q SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" rFRED ARG� DocuSign Envelope ID:AB65B9A0-4E0B-47D4-AC03-9F15891 B4CDA BASIS OF STRUCTURAL DESIGN: GENERAL NOTES- residential CD E SOIL BEARING: 2500 psf(assumed) 1. CODE COMPLIANCE: 16. CONCRETE MASONRY: 24. CONNECTORS/FASTENERS: V d ~ O ABBREVIATIONS: E as - 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530 13/ASCE 5 13/TMS 402-13 "BUILDING CODE REQ FOR 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO U WIND: 160m h ult , risk cat 2, ex D, wind borne debri region, .18 enclosed design p 1 g g q � N p ( ) p g g AB ANCHOR BOLT Q+r = O construction of this building. B submittingthese construction documents for permit or commencingwork the contractor, herebyMASONRY STRUCTURES" "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES". WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. FROST DEPTH: 12" agrees to comply with all local,state,and federalregulations having jurisdiction over this project,and to comply with all governing 16.2. MASONRY STRENGTH (f'm DESIGN)UNO: 24.2. UPLIFT CONNECTORS MAYBE SUBSTITUTED WITH CONNECTORS WITH>_THE DOCUMENTED UPLIFT A/C AIR CONDITIONER N C N U 0- codes,including but not limited to,the most current editions as adopted by the state of Florida,of the following: -BLOCK STRENGTH = 1900,ASTM C90 VALUE IS>_SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON AHU AIR HANDLING UNIT C 0 CD U) - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL,AND LIGHT WEIGHT STEEL S WORKING STRESS DESIGN.THE DESIGN APPROACH FOR REINFORCED CONCRETE 2017 FBC: RESIDENTIAL,6th ed -MORTAR STRENGTH = 1800,TYPES LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO AT ACOUSTICAL TILE i Mo Lf) 2017 FBC: ENERGY CONSERVATION,6th ed -GROUT STRENGTH=2000 NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE = Q sZ p � � IS ULTIMATE STRENGTH DESIGN.THE DESIGN SERVICE LOADS AREAS FOLLOWS: 2014 NATIONAL ELECTRIC CODE 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN EITHER UNLESS SPECIFIED BYARCHITECT. B.M. BENCH MARK + to � V1 COMPRESSIVE STRENGTH OF 3000 PSI.GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. BM BEAM m S (N 04 i m ROOF LIVE LOAD 20 PSF 2. ALL GENERAL NOTES USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT 26. EXTERIOR DOORS AND WINDOWS: BC BOTTOM CHORD = 4) Q M N ROOF DEAD LOAD 10 PSF TC 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF SEGREGATION.ALL CELLS IN CONCRETE BLOCKS CONTAINING REINF SHALL BE FILLED SOLID WITH GROUT. 26.1. INSTALL OVERHEAD DOORS(INCLUDING BUCKS), EXTERIOR DOORS,AND WINDOWS AS PER MFR'S BILK BLOCK V G _N -0 .� CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS,OR ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" SPECIFICATION/PRODUCT APPROVAL. BO BY OWNER co I-- ROOF WIND LOAD (SEE DRAWINGS) BOTT BOTTOM .N L = CO ti - N CEILING DEAD LOAD 10 PSF BC WRITTEN INSTRUCTIONS BYARCHITECT OR CONSULTANTS,SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY. 26.2. PT 1x BUCK:ATTACH TO MASONRY/GONG W/ADHESIVE&RECESSED 3/16"x2"MIN TAPCON OR 6D CASE Bp BOTTOM PLATE rn + Y SEE DRAWINGS DOCUMENTS. 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB,TRUE TO LINE,WITH LEVEL COURSES ACCURATELY SPACED HARD NAILS OR T NAILS @ 12"/3"END. ATTACH TO MASONRY/CONC W/ADHESIVE&RECESSED 3/16"x2" Q M J WALL WIND LOADS ( ) 2.2. THE FOLLOWING GENERAL&SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS, AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATED AND CONFORMING TO THE MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"A"END. PT 2x BUCK:ATTACH TO MASONRY/CONC 0 co M ILL. FLOOR DEAD LOADS 15 PSF TC, 5 PSF BC AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. W/ADHESIVE&RECESSED 1/4"x3 1/4"MIN TAPCON @ 12"/4"END. CJ CONTROL(CONSTRUCTION)JOINT LJL U U 4-- FLOOR LIVE LOADS SEE BELOW 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL 16.5. REINF BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS, UNLESS NOTED OTHERWISE,AND TIED OR 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/WEDGE ANCHOR @ 24"OC MIN, 12"FROM CL CENTER LINE 0Y SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK.ANY DISCREPANCIES AND/OR CONFLICTS IN THE OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE ENDS. WEDGE ANCHOR TO BE 1/2"x 6"W/2"x 1/8"WASHER. 2x6 @ TOP TO LINTEL W/1/4"x 2.75" CLG CEILING U FLOOR LIVE LOADS: DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO DURING GROUTING. TAPCONS STAG @ 24"OC. CLR CLEAR SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR.ANY COSTS ARISING TO CORRECT THE 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: CMU CONCRETE MASONRY UNIT Uninhabitable attics without storage 10 psf DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON -ROUGH OPENING DIMS, EGRESS COMPLIANCE(FBC R310), SAFETY GLASS COMPLIANCE(FBC R308.4) CO CONNECTOR Uninhabitable attics with limited storage 20 psf 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. COL COLUMN Habitable attics and attics served WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. 26.6. DOORS BETWEEN GARAGE&RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8"THICK SOLID WOOD AS CONC CONCRETE with fixed stairs 30 psf REVISION IN ACCORDANCE WITH THE CHANGE.APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE 16.8. WALL REINFORCEMENT:VERT AND HORIZ REINF SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. PER FBC R 302.5.1. CONT CONTINUOUS Balconies (exterior)and decks 40 psf CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. DESPITE IF SHOWN ON DRAWINGS-PLACE VERT REINF BARS AT CORNERS, EA CELL WITHIN 16"OF 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. CU CONDENSING UNIT OR COPPER Fire escapes 40 psf CORNER,JAMBS OF OPENINGS, EA CELL WITHIN 16"OF JAMBS FOR OPENINGS WIDER THAN 121, BELOW 26.8. GLASS TO HAVE: LOW-E, U-FACTOR<0.4,SHGC<_0.25 CW COLD WATER 3. ARCHITECT&CONTRACTOR RELATIONSHIP BEAM BEARING, BELOW GIRDER TRUSS BEARING,AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT 26.9. SIZES ARE NOMINAL AND CAN VERY+/-2"IN SIZE IF EGRESS IS NOT EFFECTED. CXN CONNECTION Guardrails and handrails 200 Ib 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR,THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL SPECIFIED IN TEXT ON DRAWINGS USE#5 @ 48"OC. WALL REINF BARS SHALL EXTEND CONTINUOUS FROM Guardrail in-fill components 50 plf RELATIONSHIP,THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 27. ELECTRICAL&LIGHTING NOTES D NAIL SIZE (PENNY) Passenger vehicle garages 50 psf FOR PERMIT,THE CONTRACTOR ACKNOWLEDGES THATTHEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS,AND 318 OR FBC UNO. 8"TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES,AND DF DRINKING FOUNTAIN w Rooms other than sleeping room 40 psf ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS,THEY ARE 16.9. REINF MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS. USE#6 EQUIPMENT,SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED DIA DIAMETER a Sleeping rooms 30 psf ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S BOTTOM FIELD BAR IN LIEU OF#5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4"MINIMUM ELECTRICAL CONTRACTOR TO VERIFY. DIM DIMENSION Stairs 40 psf INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, CA LINTEL LENGTH IS+/-AS LONG AS 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT TYPE. DISP DISPOSAL U_ OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER)THAN SPECIFIED BUT NOT SHORTER. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. DIN DOWN a MENTIONED,THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTANDAND ADHERE THE BLDG CODES NO 16.10. LINO HORIZ JOINT REINF @ 16"OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. DR DRYER 0- DIFFERENT THAN THE ARCHITECT. CRACKING. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. DTL DETAIL U) 16.11. BOND/TIE BEAMS/LINTELS-CONTINUE REINF BARS CONT(UNINTERRUPTED)AROUND ALL CORNERS,OVER 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED,W/BATTERY BACKUP PER FBC R314. DW DRIVEWAY F 4. WORKMANSHIP: OPENINGS,ACROSS WALL INTERSECTIONS,THROUGH TIE COLUMNS,AND UP/DOWN AT CHANGES IN BOND 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. p 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR BEAM ELEVATION. 27.8. PROVIDE POWER RECEPTACLE&LIGHT,WHEN ATTIC CONTAINS AHU OR HAS STORAGE AREA. E' EXISTING w RESPECTIVE TRADES. 16.12. ALTERNATE WINDOW SILL:4"H MIN x 8"W CAST CONC W/(1)#5 EXTENDED 4"INTO FILLED JAMB CELLS. EA EACH o WIND PRESSURES asd 28. PLUMBING: EL BUEJ LDIINGOELEOVINT ATION o 5. COORDINATION: 17. FOUNDATIONS: 28.1. PLANS ARE SCHEMATIC.ACTUAL LOCATION, MATERIAL,AND SIZE OF PIPES, DRAINS,AND VENTS SHALL 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN BE DETERMINED BYA LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO ELECT ELECTRICAL o 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING.THIS DOES NOT MEAN THAT GRANULAR&UNIFORMLY COMPACTED TO 95% DENSITY(ASTM D 1557)AND MEASURED IN 12"LIFTS. AT VERIFY. ELEV ELEVATOR OR ELEVATION o COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2) THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS IT AFFECTS THE TRADES.ALL TRADES SHALL DISCRETION OF CONTRACTOR OR BLDG INSPECTOR,ARCHITECT RECOMENDS SOIL TO BE TESTED BY 28.2. SEPTIC&DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BY A LICENSED SEPTIC EW EACH WAY a EFFECTIVE I INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE-ACCEPTABLE PROJECT, GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY&RECOMEND SITE PREP. CONTRACTOR AND ADHERE TO 64E-6, F.A.C. EWC ELECTRIC WATER COOLER o UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS"NIC"(NOT IN CONTRACT). 17.2. DOWEL VERT REINF BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. EWH ELECTRIC WATER HEATER J ZONE WIND SIZE AND SPACING OF WALLABOVE. THERE SHALL BE A DOWEL FOR EACH VERT REINF BAR. MIN LAP EXP EXPOSED o 7. CONDITIONS NOT DETAILED: SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For#5: MINIMUM 30"LAP W/ 31. FLAME SPREAD INDEX&SMOKE DEVELOPED INDEX: EXT EXTERIOR w AREA(SF) 160 ff 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO 10"HOOK UNO. SEE WALL REINF NOTE 16.8 ABOVE. FOR MISSED EMBEDDED VERT DOWEL, EPDXY EMBED 31.1. FLAME SPREAD INDEX&SMOKE DEVELOPED INDEX: EXTG EXISTING o 4 10.0 44.6 -48.3 PERFORM THE WORK. EVERY CONNECTION,CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A W/1/8"OVERSIZED HOLE DIA.,6"EMBED W/CLEAN HOLE. 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9-302.10 a CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT 17.3. BUILDING SLABS-ON-GRADE TO BE REINF WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6-MIL 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED:<450 F1 FOOTING#1 4 20.0 42.5 -45.1 FA FASTENER DETAILED/SPECIFIED BYARCHITECT. IF DRAWINGS HAVEA DETAILED SPECIFICATION FOR A CERTAIN PRODUCT, MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE LINO. 31.4. WALL/CLG FLAME SPREAD:<200,WALL/CLG SMOKE DEVELOPED:<450 w 4 50.0 39.8 -43.5 CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVE A GENERIC SUGGESTION TO PROVIDE DIAGONAL 36"#4 REBAR ATALL INSIDE'REENTRANT'CORNERS. FD FIELD(FLOOR)DRAIN SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL 17.4. CONTINUOUS FOOTINGS,STEM OR MONOLITHIC,TO BE REINF CONTINUOUS,WITH LAPS AS PER STATED 32. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA: FE FIRE EXTINGUISHER O7 3:z BYARCHITECT. DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30"MIN CORNERS BARS TO MATCH 32.1. WEATHERING: NEGLIGIBLE,TERMITE AREA:VERY HEAVY FIN FINISH a 4 500.0 33.2 -35.4 LONGITUDINAL REBAR. Wall 8. VERIFY SITE INFORMATION: 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL 33. MISC: FLR FLOOR z 5 10.0 44.6 -59.6UJ 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED BELOW ALL INTERIOR SLABS-ON-GRADE. 33.1 ^ROOF SYSTEM&FLASuInrn>�:G AS PER NgFR INSTRi GTIONS FP FIRE PROTECTION O coa 5 20.0 42.5 -54.7 CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 33.2. GUARDRAILS AS PER FBC R312. EPS EXPANDED POLYSTYRENE z BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY.CONTRACTOR SHALL VERIFY 17.7. SLAB FINISHES UNO: 33.3. STAIRWAYAS PER FBC R311.7. FTG FOOTING J o 5 50.0 39.8 -49.9 THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. -MAIN BUILDING: STEEL TROWEL FINISH 33.4. MEP SYSTEMS V+BFE,AS PER FBC R322.1.6. FT FOOT(OR FEET) 5 100.0 37.8 -45.1 -GARAGE:STEEL TROWEL,THRESHOLD: LIGHT BROOM 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. Q z 9. PRIOR TO ANY EXCAVATION WORK: -DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM USE 2"DIA x 36"H PIPE W/COLLAR BASE,ATTACH COLLAR TO SLAB W/(4)1/4"x 2.25"TAPCON. GALV GALVANIZED 5 500.0 33.2 -35.4 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION,AND MAKE 17.8. GARAGE,AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. 33�, GAULK BOTTOM OF SOLEPLATEAT GARAGE r�rin MOM FRAME\^IAL GFI GROUND FAULT INDICATOR � � Q ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING,AS ACCEPTABLE TO GOVERNING AGENCIES,AUTHORITIES, 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM 33.7. IGNITION BnrR�R'ER NOTTa T RF=GYIRF=D FOR SPRAY FGAM IN ATTIC UNG GSF GROSS SQUARE FEET J 1.61 adjustment factor used `� GWH GAS WATER HEATER V w UTILITIES AND OWNER.CONTACT ALL AFFECTED UTILITY COMPANIESAND INFORM THEM OF THE IMPENDING HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. L w CONSTRUCTION,AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 17.10. RECESS SGD&GARAGE DOOR THRESHOLDS 3/4"-VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 33.9. PROVIDE DRAFT STOPPING IN THE FORM OF IPLY OR GWB TOFLOOR GWB GYPSUM WALL BOARD z o 17.11. COLUMN/WALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. THAN 1 000SF AS PER FBG R302 12 w ^^ w 10. DIMENSIONS: 17.12. SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES A MINIMUM OF 6"OVER 10',4:1 SLOPE MAX. HB HOSE BIB n/ I..L 0 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE"ROUGH"OR"FINISH."SEE PLANS FOR REQUIREMENTS. 34. FINISHES: HC HOLLOW CORE II....� ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS,CEMENT BOARD INSIDE SHOWER COMPARTMENTS. HDG HOT DIPPED GALVANIZED a CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED 19. LIGHT GAGE METAL STUDS&MISC.METAL FRAMING: USE 5/8"TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE. GARAGE HORIZ HORIZONTAL Q U_ = fir f DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS SEPARATION WALL TO HAVEA MINIMUM OF ONE 1/2"LAYER OF GWB ON THE GARAGE SIDE OF WALLAS HW HOT WATER I w HWH HOT WATER HEATER WORK TO EXISITING BUILDINGS. WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS.ALL WALL TRACKS SHALL BE 25 PER FBC R302.6. SEE DOOR GEN NOTE 26.6. a 11. HEIGHT ELEVATIONS: GA. 34.2. EXTERIOR LATHAS RER FBG R703.7.1ASTN4 G1063 !!A. FOR EXTERIOR GEILINGSiSOFFITS USE MIN.6/8" IN INCH u' Q = 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0"(BUILDING ELEVATIONS MAY 20. HVAC: INT INTERIOR � h BE NOTED AS"BLDG EL._"OR"EL._"OR"AFF._")ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE 20.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY VINYL GONTROL iGINT IN STUGGG. = 0 s 10° ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION.SITE GRILLES ETC,SHALL BE DETERMINED BY A HVAC LICENSED CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED JT JOINT .fo o ELEVATIONS MAY BE BASED ON THE SURVEY,WHICH MAY USE MEAN SEA LEVEL, NAVD,OR OTHER HEIGHTAS A HVAC CONTRACTOR TO VERIFY. T� o s REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS:"SEL "OR"_NAVD"OR"+X.X'". CONSULT ARCHITECT 20.2. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR M MEP MAX MMAXIMUAXIMU ECT/PLUMB W 2 w GABLE ROOFS FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING_ CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE ~ WALLS 0 c 10' MANUFACTURER'S SPECIFICATIONS. MFR MANUFACTURER o 12. AMBIGUITY: MIN MINIMUM Z z 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS,THE ARCHITECT 21. WOOD FRAMING MO MASONRY OPENING Z U) o MW MICROWAVE O z a a a a e v SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 21.1. ALL STRUCTURAL(LOAD BEARING)LUMBER SHALL BE S.Y.P.OR DOUGLASS FIR,GRADE#2, KID 19/o(Fb FOR w 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST CASE OF CONFLICT BETWEEN THE GENERAL NOTES,SPECIFICATIONS,AND DRAWINGS,CONSULT WITH ARCHITECT. PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 46),AND SHALL CONFORM TO NIC NOT IN CONTRACT 1,*-- 0 - THE NATIONAL GRADING RULE FOR DIMENSION LUMBER,THE SOUTHERN PINE INSPECTION BUREAU AND NTS NOT TO SCALE a e e 13. FLORIDA PRODUCT APPROVALS/SUBMITTALS/SHOP DRAWINGS: THE SOUTHERN FOREST PRODUCTS ASSOCIATION.ALL NON-LOAD BEARING FRAMING LUMBER(INTERIOR NSF NET SQUARE FEET © (D ' a o to of o ;ooj .0"o h 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE(NOA)/PRODUCT APPROVALS ARE THE RESPONSIBILITY WALLS)TO BE#2 S.P.F. OR BETTER. o OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF INSPECTION. EVEN 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED.ALL L-1 LINTEL#1 z 10°<0<_45° 10°<0 c 30, IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 LF LINEAL FOOT U) z p- -- b SAME OR HIGHER BUILDING DESIGN PRESSURES,SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A CCA. J DISCREPANCY BETW THE FASTENING OF PRODUCTS,ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, 21.3. SPLICING FOR MULTI-PLY HEADERS/BEAMS/COLUMNS: OA OVERALL a OC ON CENTER ui GABLE ROOFS VERIFY W/ARCHITECT. -2x4-10d COMMON NAIL @ 6"OC EACH LAYER STAGGERED. z 10°<0 c 45' HIP ROOFS 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO -2x6-2 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. OAS OR APPROVED SIMILAR 0 U) 101<0 c 30° CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING -2x8-3 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. PL PROPERTY LINE OR PLATE W Note: a=4 feet in all cases. DIMENSIONS AT JOBSITE FOR TOLERANCE,CLEARANCE,QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF -2x10-4 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. PLY PLYWOOD Q CONSTRUCTION,COORDINATION OF HIS WORK WITH OTHER TRADES,AND FULL COMPLIANCE WITH CONSTRUCTION -2x12-5 ROWS 10d COMMON NAIL @ 12"OC EACH LAYER. w DOCUMENTS. -LOCATE SPLICES OVER BRG SUPPORTS.GLUE BETW LAYERS. USE 16D IF 1/2"PLY SPACER USED PT PRESSURE TREATED o 21.4. LAMINATED TIMBER ELEMENTS(BENTS, BEAMS, DECK, ETC.,AND ANCILLARY ACCESSORIES, FASTENERS, PVC POLYVINYL CHLORIDE 14. GENERAL STRUCTURAL ETC.: R RADIUS 14.1. ONCE SIGNED&SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION -FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. SEAL OF FLORIDA ENGINEER(SPECIALTY ENGINEER) R/A RETURN AIR 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE RCB REINFORCED CONCRETE BEAM PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT.CONSTRUCTION SITE SAFETY, INCLUDING ALL AND INTERVALS FOR DECK.(CONNECTIONS FOR BEAM-ENDS TO RESIST ROTATION.) RCC REINFORCED CONCRETE COLUMN ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE 21.5. GLUE-LAMINATED BEAMS(GLULAM)SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND RD ROOF DRAIN RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb=2,400 PSI, Fv= 190 PSI, REF REFRIGERATOR NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS.TEMPORARY BRACING Fc(PERPENDICULAR)=650 PSI, E= 1,800,000 PSI, FABRICATION AND HANDLING SHALL CONFORM TO THE REINF REINFORCING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC)AND ASTM STANDARDS. BEAMS SHALL REQ REQUIRED SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND R/W RIGHT-OF-WAY AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH RTU ROOF TOP UNIT PHASE LOADS. INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH CROWN OR CAMBER UP. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND START OF IN HEADER CONDITIONS(BEAM BUILT INTO WALL)CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN S. SIMPSON(MFR) CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT SBS STYRENE BUTADIENE STYRENE 14.4. SPECIFIC PRODUCT DATAMUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE WITH MINIMUM CAMBER STATEDABOVE. SEL SITE ELEVATION ROOFS OR STONE ON RAISED FLOORS. 21.6. LAMINATED LUMBER AND"I"JOISTS AND RAFTERS SHALL BE INSTALLED AS PER MANUFACTURER'S SF SQUARE FOOT INSTRUCTIONS. SIM SIMILAR z 15. CAST-IN-PLACE CONCRETE 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC SK SINK LU 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR,TO GIVE ARCHITECT THE WALL W/.25"x 3.25"TAPCON @ 16"OC/8"ENDS. FOR INTERIOR BRG WALLS USE 1/4"x 2.75"TAPCON @ 32" SOG SLAB ON GRADE 2 OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS OC/8"ENDS. SS STAINLESS STEEL O 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA 21.8. ALL WOOD NAILING AS PER FBC R 602.3 LINO. STAG STAGGERED U MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN TBD TO BE DETERMINED STRENGTH: 22. PLYWOOD SHEATHING: TC TOP CHORD -FOOTINGS AND SLAB-ON-GRADE TO BE 3000 PSI CONCRETE MIN LINO 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR 15.3. CONCRETE,WHEN PLACED,SHALL HAVEA SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. THE TO MATCH EXISTING LU ON-GRADE WHICH SHALL HAVEA MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 22.2. UPPER PANELS TO BE ATTACHEDTO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATEAND TO RIM TOB TOP OF BEAM Q 15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 117-10,ACI 318-14,ACI-315 JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD TO TOP OF COLUMN Q 15.5. ALL REINF SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL;WELDED WIRE MESH TO ASTM A-185. 22.3. FOR EXTERIOR WALLS AND INTERIOR SHEAR WALLS USE 1/2"PLYWOOD AND 8d RINGSHANK GALV NAILS. TOS TOP SLAB PLATE TP TOP ATE PL ARRANGEMENT AND BENDING OF REINF STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI SPACE NAILS 6"FIELD,6"EDGE. DETAILING MANUALAND THE CONCRETE REINF STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR 22.4. FOR ROOF USE 5/8"PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6"FIELD,6"EDGE,4"EDGE TPO THEROO PLASTIC OLEFIN - COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED WITHIN 4'OF EAVES/RIDGES/GABLES. TYP TYPICAL VERIFY W/ARCHITECT 22.5. FOR SUBFLOOR USE 3/4"PLYWOOD AND 2.5"#8 SCREWS&GLUE OR 8d RINGSHANK GALV NAILS&GLUE. UG UNDER GROUND 15.6. CHECKALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED SPACE FASTENERS 6"FIELD,6"EDGE. LINO UNLESS NOTED OTHERWISE gen notes ITEMS SUCH AS PIPE SLEEVES,ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 22.6. FOR ATTIC FLOOR USE 5/8"PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12"FIELD, 12"EDGE. 15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER VB VAPOR BARRIER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 VERT VERTICAL 9/22/20 PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY VTR VENT THRU ROOF MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. W/ WITH 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINF STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN WA WASHER MACHINE S H E E T THAT REQUIRED BY AC1318: WP WATER PROOF -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH;3" WD WOOD -CONCRETE EXPOSED TO EARTH OR WEATHER:#5 BARS AND SMALLER, 1 1/2"INCHES;#6 BARS AND LARGER,2" WWF WELDED WIRE FABRIC/MESH 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL GN -1 DETAILS.WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS,ALL CONCRETE SLABS ON GRADE SHALL BE BOUND # POUND OR NUMBER BY KEYED, DOWELED OR SAW-CUT CONTROL JOINTS SUCH THATTHE ENCLOSED AREA DOES NOT EXCEED 260 SQUARE FEET. POST-TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON-EXTRUDED PREMOLDED MATERIAL OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751) 15.10. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS(BEAMS, COLUMNS, ELEVATED SLABS, ETC.) Doc-u'Sig/ned by: NOT SPECIFICALLY WN OR NOTED ON THE REQUIRE IOR OF THE ARCHITECT. VAL CONTRACTOR SHALL SOUBMITT SHOP DRAAW NGSDSHOWI NG PRO POSED RJOIN SPTOOENGIN ER FOR APPROVAL. Er, �t 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT. ssi nFsOE924s6.. 15.12. VERT AND HORIZ REINF SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERT REINF BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING,AND IN WALLS AS INDICATED ON THE DRAWINGS.VERT WALL REINF 12/13/2020 BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT,AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. -TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING 15.13. NO HOLES, CHASES, OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. )F F1Q AP .. RHO 0S P.L/, Q<&z 4 AR97108 Q csrFRED ARG�`,<<ti