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*WARNING* WARNING THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENaiNEERING SHEETS FOR THE COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS ALL BEARING MUST BED/ DIAPHRAMS HAVE NOT BEEN ANALYZED BY 1NSTRUCTIONAS! ON THE SCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. �� [POINTS / ,.11iy 1 yy L<L,I-LJ i i IO 1 i V INS I y,L III G 1J rl J-l-FOR EAJT VVAUT TI\vJS. ;� 2) PERiYiA/YEiVT �i V9uiNG FOR THE SI INUCTURE IS HE Q V0UR DEJiviti DLPAR T N&I ENa I&AUST AV VPRV VE ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ANY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-61 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. iN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 60, 0" DESIGN DEPARTMENT APPROVES THEM IN ADVANCE -ALL HANGERS ARE SIMPSON STRONG-TIE A� OR USP '.UNLESS O T HERARISE NOTED. INSTALL HANGERSS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE OR USP CATALOG EXISITNG AY Indicates Left End Of Truss On LMout & Engineering Sheets ADDITION NOTE: IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS, ECT CANNOT BE RESPONSIBLE FOR MATCHING EXISTING ROOF CONDITIONS. UPON SIGNING, BUILDER AGREES TO ALL CONDITIONS AS SHOWN ON THIS LAYOUT EXISTING: VERIFY ALL CONDITIONS, PITCH, HEEL & DIMENSIONS BBO - BEAM BY BLOR. 8' -0" CLG. HT. B ` —8- CLG. HT. 4 1/16" 12 5 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ENGNAEERM n A WR TRLWSYSTEMS PROOUOTS ECT EAST COAST TRUSS r n• 119jualentjct t TOMER:Ciark Coast. NAME: Mimms Res. RESS:8204 Kenwood Rd. /COUNTY:Ft. Pierce/St. Lucie # J37433 MODEL:Model SQ FT 1013 DATE 02/28119 AN wcCn DVWK WMI T W FlOt ar Ab.YAri'79SKA10$ Cw ciGiss,Tims(SA/.A, GST C'oxvr T miM... Ti."e ax ddrei ie �R wiJ A►e flri8+6.1V' yCaic NOTE: -__....- By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these tn15.ses and rtphvpr them to thg nmixt indiraA°d on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. .C��NTRAYI� = FBC 2017/TP12014 ASCE 7-10 3N CRITERIA =MWFRS )FANCY CATEGORY= 11 !SURE = B SPEED =160 )ING TYPE =ENCLOSED I HEIGHT: 15.00 GRAVITY LOADS FLOOR: DUR FACTOR=1.0 PSF=T/�►CLL TrC/�DL-BCLL-BCDL 40.0, 0.010.095.0 ROOF: DUR FACTOR= 1.25 DSF=TCI I-TCDL-Br:LL-Rr D1 30.017.090.0,10.0 NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE BE SETT vviTH A SPREADER BAR. THE DER BAR SHOULD BE AT LEAST 112 IN LENGTH AS THE SPAN OF THE TRUSS NG SET. TO BCI-B1 FOR COMPLETE ON AND SAFETY PROCEDURES. NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 1- SCANNED 2- BY 3- St. Lucie County 4- 6- 5- FILE G w W J Q z_ IL IC G U) U) W .I z 0 U) Itl CO fY I— W U) O W Z) H O Z O a 0 O TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed By: SB s EL E1 E2 E2.1 E3 E4 E5 E6 E7 E- L1 L2 L3 L4 S EX EXL FL FA JB SD SA ELECTRICAL PLAN- NEW 0 SCALE: 3/16"= T-0" I 4 A A ID DI LOCAT. 1/EXT ACTUAL PRESSURES +26 7, -28 8 W 3 H 6 8 DOOR/ WINDOW/ LINTEL SCHEDULE LINTEL DESCRIPTION CAST CRETE LINTEL 8RF14 2B/1T S. SWING, I' ,-E GLASS PANEL NOTES D2 1/INT 2-6 6-8 EXTG S. SWING D3 1/INT 4 6 6 8i EXTG EMPTY OPENING Wl 1/EXT +26.7,-35.5 3-0 5-2 CAST CRETE LINTEL 8F16-1B/1T S.HUNG V12 1/5XT +26.7„r28.8 5-21 CAST CRETE LINTEL 8F16 10/1T SAILING W3 1/EXT +26.7, 28 8 (2)3-0 5 2 EXTG DEL S HUNG EXTG TO REMAIN, EGRESS W °I" 1/EXT +26 7,-28 8 3-0 4 0 EXTG BON© BEAM S.HUNG ,: 'a,;,c," 1.fl TEMPERED 'JNN SEE GEN NOTE 26 GENERAL PE FICATIONS: 1. ROOF: SHINGLE OVER 30# FELT OVER 5/8" COX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN 2. EXTERIOR BRG WALLS: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC & HORIZ JOINT REINFORCEMENT @ 16" OC- CONT BOND BEAM TOP (2) COURSES W/#5 REBAR EA COURSE- 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP, DOWELS AS PER GEN NOTES 17.2. 3. INTERIOR NON LOADBEARING WALLS: 1/2" OR 5/8" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC 4. CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD. 5. EXTERIOR SOFFIT: CONT PERFORATEDNENTED TME. 6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G. 7. INSULATION: R30 FIBERGLASS BATT @ CONDITIONED CEILING. 8. DEFFERED SUBMITTALS: ROOF TRUSSES, DUCT LAYOUT PRODUCT APPROVAL AFFIDAVIT GLASS ITEM TYPE Wi BUILDINGs• z PRODUCTs• TYPE s IVIFR MODEL•a DOOR ' SWING '. ALL D+W sched 65, 65 Jim ACT leld Wen Smooth Pm FI 15708 2 see mfr iAstall spec WINDOW 5. HUNG ALL I D+W sched 65, 70 IMPACT Jeld Wen Premium Atlantic Vinyl FL 14095.1 see mfr Install spec WIEMNW'7�,ALL 157 mph 194 mph N/A IGAF.!. any FL 10124.1 lsee mfriinstall spec 1. 'ID' as perdoor & window schedule, or all meaning worst case of all similar items of that type. 2. If building dp are left blank- see door & window schedule or design pressure chart. 3. This affidavit is only to verify product's compliance with wind loads. 4. Unless products are specifically submitted for verification by contractor, they are assumed. 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. 6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures. 7. I 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. 'E' COVERED PORCH I I 'I I ECT PLAN LEGEND 110V DUPLEX RECEPTACLE 110V GFCI DUPLEX RECEPTACLE 110V GFCI QUAD RECEPTACLE 120V RECEPTACLE recessed for tv 220V RECEPTACLE 110V DUPLEX RECEPTACLE w/ water protected box 110V DUPLEX RECEPTACLE- clg mount 110V DUPLEX RECEPTACLE -floor mount ELECTRIC FOR LABLED APPLIANCE RECESSED CAN LIGHT FLUSH MOUNT CLG LIGHT RECESSED CAN LIGHT- wet location VANITY WALL LIGHT LIGHT SWITCH EXHAUST FAN- vent to roof EXHAUST FAN WITH LIGHT- vent to roof FAN/ LIGHT COMBO FAN W/O LIGHT JUNCTION BOX SMOKE/CO DETECTOR- interconnected, hardwired w/battery AC CLG SUPPLY, tie into extg supply plenum 'E'- EXTG 'N'- NEW FLOOR PLAN- EXTG ! SCALE: 3/16"= T-0" FLOOR PLAN NOTES 1. INTERIOR DIMENSIONS ARE TO FINISH, 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. 3. CUT 22"x30" MIN ATTIC ACCESS IN EXTG ROOF SHEATHING UNDER NEW VALLEY OVERFRAMING. 4. EXTEND MECH/PLUMBING VENTS THRU NEW ROOF. 5. REPLACE KITCHEN CABINETS. FLOOR PLAN KEYNOTES: 1. STUCCO OVER NON BRG CMU INFILL. 2. 2x4 @ 16" OC INT NON BRG INFILL. 3.- 4. DEMO EXTG COVERED PORCH/SLAB/FLAT ROOF. 5. TRAY CEILING IN TRUSS - - - 6. TYP COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC. Q 'E'- EXTG N'- NEW WALL LEGEND THICKNESS ON FLOOR ID DESCRPTION SPECS PLAN . , REINFORCED CMU WALL SEE GENERAL SPECIFICATIONS ON A-1 9" W/ FINISHES r.,Iill EXTG CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 9" REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" LOAD BEARING 2x4 WALL SEE BRG WALL DETAIL 4.5" I IL 'E' GARAGE ----------------------- I � / I r FLOOR PLAN- NEW Al SCALE: 1/4"= 1'-0" 'N' COVERED PORCH GIgH D1 I I DW SK 'E' KITCHEN - RG i 'E' BA 1 'E' BR 1 SHEETINDEX A-1 floor plan A-2 framing/foundation A-3 elevs A-4 general notes PROJECT DESCRIPTION New addition to an existing 1 story single family residence ZONING INFORMATION: parcel id: 1301-605-0333-000-7 RS-4 (St Lucie County) setbacks: front = 25' 1 side = 7.5' 1 rear = 15' 1 height: 35' lot (approx.): 80'x131' flood zone:'X' UTILITY INFORMATION: gas: not used sewage: septic potable water: well AREA CALCULATIONS: extg cond area 1,646 sf added cond area 323 sf new cond area 1,969 sf extg other building area 768 sf added other building area 186 sf total extg building area 2,414 sf total new building area 2,923 sf allowable building area 30% 3,144 sf lot area 10,480 sf 7 W3 ra, , __. ,- ,.. A e a ao • ,ga� (1 e r<wT� 1 1 'E' FAMILY I �ePl y B 1 ilp N CLST\J 'N' BA3 cig 8 t SWR/TUB 7 7 1/2" f W 1 90S-Q I Lo JUN 06 2019 ST. Lucie County, Perrr I �I I 'E' BR 3 'E' LIVING 11 -- E' BA 2 L \' 'E'BR2 IB q ®IN v I�, FOE 1 T _ Boca FIEF C op�r SCAMP BY Lucie ( r r.. E O D N CL to C 0 y c - _ CL 0 O - to s 4-5 O C C Q c. v + c 9 "- g 7 In a N M N m �wE N�^`� W = y L r W + 0 Y) f6 LLL ILL.0 4 0 5 W o. U U W 0 2 0 W Q. J W Z Q W J ❑ w 0 o: U w 3 � 'r L J U a z M ° J Z LL. m w o � ❑ J 0 o L Q 0 Q LL a J O 1L w w I- -0 T zz W ❑ ®_ O w ¢ U_ O ❑ z W w Yz z O N 5 CID n z W Q❑ W ❑ F Z E 8 LI � 0 a a F m floor plan 3/10/19 SHEET I D A-1 unty 5/12 SLOPE ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS- METAL DRIP EDGE TBD BY ROOFING CONTRATOR PE TRUSS AS PER FRAMING PLANS - INSULATION AS PER GENERAL SPECS SEE FRAMING PLANS OR CONNECTOR SCHEDULE METAL DRIP OVER ALUM FASCIA OVER 20 SUB FASCIATO TRUSS ENDS W/ (2) #16d NAIL EXTERIOR SOFFIT AS PER GENERAL SPECS J 2x4 SOFFIT RETURN TO TAIL W/ (2) 12D, TO NAILER W/ (3) 12D TOE 2x4 NAILER TO WALL W/ 1.25" x 2.75" TAPCON @ 24" OC GENERAL SPECS: SHEET A-1 GENERAL NOTES: SHEET A-4 WALL & REINF AS PER GENERAL SPECS AND GENERAL NOTES 16.8. DOWELS PER GENERAL NOTES 17.2 FOOTING AS PER FOUNDATION PLAN & FOOTING SCHEDLE- REINFORCEMENTAS PER FOOTING SCHEDULE GRADE AS PER SITE PLAN d [°eit°"rig'(ir linp{kt°�a}°)°9%��' _SEE BRG LEGEND CLG AS PER GENERAL SPECS & FLOOR PLAN o. r MASONRY BOND BEAM & xx REF AS PER GENERAL SPECS EXTERIOR WALL SECTION SCALE: 1/2"= T-0" LINTEL AS PER WINDOW/DOOR SCHEDULE DOOR & WINDOW BUCK AS PER GEN NOTE 26.2 FLASHING AND SEALING AS PER GEN NOTE 26.7 WINDOW FRAME W/ FLANGE, ATTACH TO MASONRY/CONC AS PER MFR SPECS Hil MASONRY SILL BY CASTCRETE EXT •e' INT e' �af s TYP OPENING BUCK DETAIL SCALE: 1"= V-0" r. L' SITE PLAN SCALE: 1"= 10' INTERIOR MONO P. �e _. FT:1 FOOTING (aZ CURB/ RECESS �;o-/.tI SOG/FILL/COMPCTION AS PER r FOUNDATON PLAN AND I GENERAL NOTES 17 I 8 IN I I F F / / N ! IN'I' E t I F XTG BOND BEAM SPACE BETWEEN WINDOW HEAD & BOT OF BEAM x8' POUR W/ (1) #5, STANDARD HOOK INTO JAMBS, R EPDXY EMBED 6" INTO JAMBS W/ 30" LAP EW JAMBS: FILL CELL OR FORM & POUR 8"x8" MIN W/ ) #5, EPDXY EMBED 6" INTO EXTG BOND BEAM & DOTING, LAP BARS 30". EW OPENING ON BRG CMU CRIPPLE KTG CMU WALL KTG FOOTING NEW OPENING IN EXTG CMU WALL DETAIL SCALE:NTS F_ J Mil .L L nir.n, rnn�c/T�, ,cccc. Al CONC OVER 6 MIL VB OVER COMPACTED & EXISTING SLABS F_TERMITETREATED FILL 'FUSSES #3 REBAR 4" EMBED L #3 REBAR 1 B" OC EW @ 18" oc SLAB INFILL DETAIL 0 SCALE: 1"= V-0" FOUNDATION PLAN NOTES: -SEE GEN NOTES 17.2 FOR DOWEL LOCATIONS. FILLED CELLS ARE MARKED ON PLAN FOR CLARIFICATION. -SEE FLOOR PLAN FOR DIMENSIONS FOUNDATION PLAN KEYNOTES: 1. FOUNDATION PLAN SCALE: 1/4"= V-0" CONNECTOR(CO)SCHEDULE ACTUAL ACTUAL ALLOW ALLOW • CONNECTED ELEMENTS UPLIFT GRAVITY UPLIFT GRAVITY, CITY MFR MODEL CO-1 See CXN shedule - 1810, 1 1 Simpson JHETA 20 -= To truss vi/ (9) 10d x 1:5 To cone w/ (4) 25 x 2.25tapeon, To truss w/ CO-2 See CXN shedule 1 L75 1 Simpson HTSM20 HSTM 20 To valley i i uss be w/ (3) 10d x 1 5' To ,. Wil 0 u I e Is 370. 1Simpson VTCR supportlnP;tluss tc w/(4)10d 1. Refer to connection CXN schedule for connector locations. 2. Gravity/uplift loads reference connection schedule ID. 3. 'truss' listed as a load means to reference loads in truss package. 4. If'connected elements' contains'trusss', reference loads in truss package. If no bearing points specified use connector for all nesessary points. 5. IVoonnected elements' is left blank, see connection schedule. 6.'QTY' referes to the number of connectors used per per ea connection (connected elements). If city left blank, refer to drawings. 7. All loads are checked by architect, loads left blank were checked but are not required to be listed. 8. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher. J CONNECTION (CXN) SCHEDULE TRUSS ACTUAL ACTUAL CONNE&ED ELEMENTS REACTIONr UPLIFT GRAVITY CONNECTORr All truss to new bond beam locations uno truss CO-1 All truss to cxtg bond beam locations jn_� trUSs CO-2 valley trussto ea supporting truss 2 cc min truss CO-3 1. Connector ID references the connector (CO) schedule. 2. All loads are checked by architect, loads left blank were checked but are not required to be listed. 3. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher. 4. If 'connected elements' contains 'truss', reference loads in truss package. If no reaction points specified use connector for all nesessary points. FRAMING PLAN NOTES: -ALL WALLS SHOWN IN GREY ARE LOAD BEARING BELOW- BEAR TRUSSES ON ALL EXTERIOR WALLS -REFERENCE PE TRUSS LAYOUT BY MFR FRAMING KEYNOTES: 1. EXTG ROOF TRUSS @ 24" OC 2.- 3. GIRDER TRUSS TO REMAIN " 4. NEW ROOF TRUSSES 5. NEW VALLEY TRUSSES OVER EXTG ROOF ROOF FRAMING PLAN SCALE: 3/16"= V-0" ST. LUCIE COON I Y BOCC (D hr E O t1 ar U ar O O c1 C C = ° CD 'co a 7+ Q CL �LA` C p r O m V p a><cM O NZ.2) 0 yE 0 o a)W m D y+ 20 C Ca C J O M U co LL LIL U U w a U 0 U m m x 0 LL 0 W O J W > W ❑ a w J O w w Q U 3 z a �/r Ltd U 0 a m CI ❑ J Z LL" m w O ❑ WLL W J L O Q � W O Q � a L ~ J p w Q L w L r � W y z z Lry W J_ o ❑ Q O w U UO vJ o z LIJW IL Y` w W W Y Z w a 0 4 N 3 CID a z 0 O m w ❑ J Q r u, E E E W � a O U o a W rn � co framing/foundation 3/10/19 SHEET A-2 USSES 3D EXTG 3D NEW ROOF PLAN- NEW ROOF PLAN- EXTG SOUTH ELEV- EXTG SCALE: 3/16"= 1'-0" NORTH ELEV- EXTG SCALE: 3/16"= 1'-0" EAST ELEV- EXTG SCALE: 3/16"= 1'-0" Ful Iee SOUTH ELEV- NEW SCALE: 3/16"= 1'-0" NORTH ELEV- NEW SCALE: 3/16"= 1'-0" EAST ELEV- NEW SCALE: 3/16"= 1'-0" r a CODE COMPLIANUt ST. LUCIE COUNTY BOCC v m ca E o E CL r m ° U) � c CL « o p — w .. dcn � E o _+_��_ Q 0.0 mC— N �m C &v p G7 < CO N C—N 0'cm N m I-- = p r N = (D d G y+� �C c ra C J J o r m LL LL U L7= U U W O K a U LL W N 0 0 0 J W W ZO Q J 0 w d w tt U W x W ❑ u') U a S J Z LL m Z w O o J �\ o Q L x O Q x w¢ L w _ L r _0 x N N z � W O O cf) O z W w W Y x a C) a N 0 a z Z w ❑ w J J Q G ~ z E E 8 W O a F � m 0 elevs 3/10/19 SHEET A-3 I'?r p1S P. L/ '.91 WEST ELEV- EXTG SCALE: 3/16"= 1'-0" WEST ELEV- NEW $CALE:.3/16"= 1'-0" AR97108 BASIS OF STRUCTURAL DESIGN: SOIL BEARING: 2000 psf (assumed) enclosed WIND: 157mph (ultimate), risk category 2, exposure B, wind borne debri region, design FROST DEPTH: 12" - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHT WEIGHT STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS ARE AS FOLLOWS: ROOF LIVE LOAD ROOF DEAD LOAD ROOF WIND LOAD CEILING DEAD LOAD WALL WIND LOADS FLOOR DEAD LOADS FLOOR LIVE LOADS 20 PSF(slope<4:12), 15 PSF(slope24:12) 7 PSF TC (shingles) 15 PSF TC (concrete tile) (SEE DRAWINGS) 10 PSF BC (SEE DRAWINGS) 15 PSF TC, 5 PSF BC SEE BELOW FLOOR LIVE LOADS: Uninhabitable attics without storage Uninhabitable attics with limited storage Habitable attics and attics served with fixed stairs Balconies (exterior) and decks Fire escapes Guardrails and handrails Guardrail in -fill components Passenger vehicle garages Rooms other than sleeping room Sleeping rooms Stairs 10 psf 20 psf 30 psf 40 psf 40 psf 200 lb 50 plf 50 psf 40 psf 30 psf 40 psf GENERAL NOTES- residential 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: RESIDENTIAL, 6th ad 2017 FBC: ENERGY CONSERVATION, 6th ed 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALLAPPLY EQUALLYTO ALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENE RAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. - 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FORA COMPLETE AND PROPERLY FUNCTIONING CODE -ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATEDAS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE DETAILED SPECIFICATION FOR ACERTAIN PRODUCT, CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT. IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9, PRIOR TO ANY EXCAVATION WORK: 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES. 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. 00 NOT RELY ON SCALED DIMENSIONS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'4" (BUILDING ELEVATIONS MAY BE NOTED AS "BLOG EL. _" OR "EL. _" OR "AFF. _") ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHTAS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL _" OR "_ NAVD" OR " +X.X' ". CONSULTARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12.- - AMBIGUITY: .: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT. 13. FLORIDA PRODUCT APPROVALS I SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEAT TIME OF INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ARCHITECT. 13.2..SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO .CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF (CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1...ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THATTHE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL .ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE .RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION :PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFYALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATIONAND STARTOF '.CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST -IN -PLACE CONCRETE & REINFORCEMENT 15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS 15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN STRENGTH: -OVERHEAD SLABS AND BEAMS TO BE 4000 PSI CONCRETE MIN UNO -COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO -FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN LINO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON -GRADE WHICH SHALL HAVE MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 15.4. COMPLY WITH ALL REQUIREMENTS OF ACI 11 7-10. 1&5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY W/ ARCHITECT 15:6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15.7, PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM OURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF. 15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALL THE COVER BE LESS THAN THAT REQUIRED BY ACI318: -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3" -CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2" 15.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE 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.) NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT. 15.12. VERTICALAND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL REINFORCING BARS ATCORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. VERTICAL WALL REINFORCING 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 112 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. 16. CONCRETE MASONRY & REINFORCEMENT: 16.1, ALL MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING MASONRY. 16.2. MASONRY STRENGTH (fm DESIGN) UNO: -BLOCK STRENGTH = 1900 -MORTAR STRENGTH = 1800 -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH FL DE SHALL R GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE S A E GROUTED SOLID. HOLD GROUT BELOW TOP F B T GROUT LIFT JOINTS AND A C N RETE PLACED OVER MASONRY.: DOWN1-1/2" O O LOCKA G U O T O C 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILTTO THE THICKNESS AND IN A RUNNING BOND AS INDICATEDAND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. I F T NOTED OTHERWISE AND 16.5. REINFORCING BARS SHALL BE PLACED IN THE MIDDLE O HE CELLS UNLESS NO TIED OR OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THAT THE BAR DOES NOT MOVE DURING GROUTING. 16.6. MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 16.7. CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONS AND DETAILS SHOWN ON THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH. 16.8. WALL REINFORCEMENT: VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48" OC.. WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC LINO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING, SEE DOWEL NOTE 17.2. 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLED AS PER MFR INSTRUCTIONS. USE #6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4" MINIMUM BEARING. CONTINUOUS REINFACROSS COLUMNS. IF SPECIFIED, CA LINTEL LENGTH IS +/- AS LONG AS MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT SHORTER. 16.10. UNO HORIZ JOINT REINFORCEMENT @ 16" OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO CONTROL CRACKING. 16.11. BOND/TIE BEAMS/LINTELS- CONTINUE REINFORCING BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS, OVER OPENINGS, ACROSS WALL INTERSECTIONS, THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN BOND BEAM ELEVATION. 16.12. ALTERNATE WINDOW SILL: 4"H MIN x 8"W CAST CONC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILL TO BE CLEAN GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS. AT DISCRETION OF CONTRACTOR OR BLDG INSPECTOR, ARCHITECT RECOMENDS SOIL TO BE TESTED BY GEOTECH ENGINEER TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY & RECOMEND SITE PREP. 17.2. DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF THE SAME SIZE AND SPACING OF WALLABOVE, THERE SHALL BE A DOWEL FOR EACH VERTICAL REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. For #5: MINIMUM 30" LAP W/ 10" HOOK LINO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED EMBEDDED DOWEL, EPDXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE. 17.3. BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6- MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO. SUGGESTION TO PROVIDE DIAGONAL 36" #4 REBAR ATALL INSIDE'REENTRANTCORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDE A 4-INCH MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS -ON -GRADE. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES LINO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAY APRON, PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAY FROM BLDG MIN 1/8"/FT. 17.9. CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT. 17.10. RECESS SGD &GARAGE DOOR THRESHOLDS 3/4" VERIFY EXACT DIMENSIONS WITH SUPPLIER/MFR. 17.11. COLUMNIWALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 18. STRUCTURAL STEEL (NOT REINFORCEMENT): INSTITUTE OF STEE6 GONSTRUGTION. ALL: STEEL PIPE SHAL6 GONFORM TG ASTM-A 6;, P�RE E (Fy - 36 4W • In GT-RYGT_YRA6 SPEGIFIGA66Y iAL6GONFORM TO T1 IF 18.3 P GOAT OF APPRGVE9 PART. 18.4. ALL 806TED GONNEGTIONS 81 1ALL GONSIST OF ASTM A326 HIGH STRENGTH BOI=T-SAPID HARDENED WASHERSAS SHOWN ON TI IE STRUGTURA6 DRAWINGS. ALL BOLTED GONNEGTIONS BHA'' C�QNFQRM TA n, , NGHOR Bni T 18A. SUBMIT SHOP 014AWINGS FOR REVIEW OF GGPIF9RIMANGE TO DESIGN GONGEPT. 184. GROUT FOR GG6UMN BASE P6A,TES 81 ALL 13E NON 81 RINK GROUT 6000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING: 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV'S OR WALL CABINETS. ALL WALL TRACKS SHALL BE 25 GA. 20. HVAC: 20.1. PLANS ARE SCHEMATIC, EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC, SHALL BE DETERMINED BYA HVAC LICENSED CONTRACTOR AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY. 20.2. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURER'S SPECIFICATIONS. 21. WOOD FRAMING 21.1. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KD 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 413), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER (INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER. 21.2. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO 0.80 CCA. 21.3. SPLICING FOR MULTI -PLY HEADERS/BEAMS/COLUMNS: -2x4- 10d COMMON NAIL @ 6" OC EACH LAYER STAGGERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" Or, EACH LAYER. -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2xl2- 5 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -LOCATE SPLICES OVER BRG SUPPORTS, GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED 21.4. LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS, ETC.: -FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER) -SPECIALTY ENGINEER MAY SUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION.) 21.5. GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANS AND 24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190 PSI, Fc (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATIONAND HANDLING SHALL CONFORM TO THE LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS, BEAMS SHALL BE MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL) CRIPPLE FRAMING ABOVE HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATEDABOVE. 21.6. LAMINATED LUMBER AND "I" JOISTS AND RAFTERS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONC WALL W/ .25" x 3.25" TAPCON @ 16" OC. 21.8. ALL WOOD NAILING AS PER FBC R 602.3 UNO. 22. PLYWOOD SHEATHING: 22.1. ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS. 22.2. UPPER PANELS TO BE ATTACHEDTO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM JOIST AT BOTTOM OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6- FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS. 22.4. FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF EAVES/RIDGES/GABLES. 22.5. FOR SUBFLOOR USE 3/4" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE. SPACE FASTENERS 6" FIELD, 6" EDGE. 22.6. FOR ATTIC FLOOR USE 518" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE. ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES. 23. PE TRUSSES: 23.1. FIELD VERIFY WITH ARCHITECT EXACT LOCATION AND CONFIGURATION BEFORE MODIFYING EXISTING TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY FROM THE ENGINEER AND ARCHITECT. 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. 23.3. CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TO ARCHITECT TO REVIEW FOR ADHERENCE WITH DRAWINGS PRIOR TO CONSTRUCTION, ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUT ARE TO BE DETERMINED BY THE MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO - TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE OF INSUFFICIENT SU CIENT CAPACITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION. 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS'RAT RUN' LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. 23.7. PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. 23.8. FABRICATOR TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR APPROVAL. 24. CONNECTORS/FASTENERS: 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO WEATHERAND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. 24.2. UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH z THE DOCUMENTED UPLIFT VALUE IS x SPECIFIED CONNECTOR, UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON LOADBEARING WALLS THAT ARE NOT SUBJECT TO UPLIFT OR SHEAR, SPACE NAILS AT STRAPS AS TO NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EITHER UNLESS SPECIFIED BY ARCHITECT. 25. SITE/LANDSCAPING: 25.1. THE IRRIGATION (IF USED) SYSTEM SHALL BE INSTALLED SUCH THAT NO WATER HITS THE BUILDING DURING OPERATION. 25.2. SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX. 26. DOORS AND WINDOWS: 26.1. INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S SPECIFICATION/ PRODUCT APPROVAL. 26.2. PT 1x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/3" END. ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"A" END. 26.3. MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM 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" TAPCONS STAG @ 24" OC. 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE. RATED OR 1-3/8" THICK SOLID WOOD AS PER FBC R 302.5.1. 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. 26.8. GLASS TO HAVE: LOW-E, U-FACTOR 5 0.4, SHGC 5 0.25 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND EQUIPMENT, SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR AND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY. 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE. 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. 27.4. PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902. 27.5. ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER. 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W/ BATTERY BACKUP PER FBC R314. 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. 27.8. WHERE AHU IS IN ATTIC, PROVIDE POWER RECEPTACLE & LIGHT. 28. PLUMBING: 28.1. PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BYA LICENSED PLUMBERAND APPROVED BY THE ARCHITECT. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO VERIFY. 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BYA LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. - 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. 29. ROOF PENETRATIONS: 29.1. VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE ROOF PLAN. CONSULT ARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS. 30. FIRE RATED UL FLOOR WALL & ROOF PENETRATIONS: 30.1. CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORATORIES DESIGN NUMBERED SYSTEMS FOR PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECTS DOCUMENTS MAYOR MAY NOT INDICATE CERTAIN SYSTEMS. CONTRACTOR TO FURNISH UL NUMBERS IF APPLICABLE. 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALUCLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY 33. MISC: an n GUARDRAI 8 AS PER Eon R342 USFm 2" IDn..3c"w PIPE G06LAR BASE nTTnnu QQLLAR Tne A x2.26"TAPGOP 1. 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. 33.9. PROVIDE DRAFT STOPPING IN THE FORM , 34. FINISHES: 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. USE 518" TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE. GARAGE SEPARATION WALL TO HAVE MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALLAS PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATHAS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8" STUCCO ON RIBBED LATH. ATTACHTO BOTTOM OF WOOD FRAMING W/11GA NAILS W/ 3/8" HEAD @ 6" OC W/ 1-3/4" EMBED INTO WOOD. 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER/JOIST/BC. TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER/JOIST/BC W/ (2)16D NAIL. ABBREVIATIONS: AB ANCHOR BOLT A/C AIR CONDITIONER AHU AIR HANDLING UNIT AT ACOUSTICAL TILE B.M. BENCH MARK BM BEAM SIC BOTTOM CHORD BO BY OWNER BOTT BOTTOM BP BOTTOM PLATE CJ CONTROL (CONSTRUCTION).JOINT CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CONNECTOR COL COLUMN CONC CONCRETE CONT CONTINUOUS Cu CONDENSING UNIT OR COPPER CW COLD WATER CXN CONNECTION D NAIL SIZE (PENNY) DR DRYER DISP DISPOSAL DF DRINKING FOUNTAIN DTL DETAIL DW DRIVEWAY 'E' EXISTING EA EACH EJ EXPANSION JOINT EL BUILDING ELEVATION ELECT ELECTRICAL EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP EXPOSED EXT EXTERIOR EXTG EXISTING F1 FOOTING #1 FA FASTENER FD FIELD (FLOOR) DRAIN FIE FIRE EXTINGUISHER FF FINISH FLOOR FIN FINISH FLR FLOOR FP FIRE PROTECTION EPS EXPANDED POLYSTYRENE FTG FOOTING FT FOOT (OR FEET) GFI GROUND FAULT INDICATOR GSF GROSS SQUARE FEET GWH GAS WATER HEATER GWB GYPSUM WALLBOARD HB HOSE BIB HDG HOT DIPPED GALVANIZED HW HOT WATER HWH HOT WATER HEATER IN INCH INT INTERIOR JT JOINT MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MW MICROWAVE NIC NOT IN CONTRACT NTS NOT TO SCALE NSF NET SQUARE FEET L-1 LINTEL #1 LF LINEAL FOOT OC ON CENTER OAS OR APPROVED SIMILAR PL PROPERTY LINE OR PLATE PLY PLYWOOD PT PRESSURE TREATED PVC POLYVINYL CHLORIDE R RADIUS R/A RETURN AIR RCB REINFORCED CONCRETE BEAM RCC REINFORCED O CED CONCRETE COLUMN RD ROOF DRAIN REF REFRIGERATOR REINF REINFORCING REQ REQUIRED WIN RIGHT-OF-WAY RTU ROOF TOP UNIT S. SIMPSON (MFR) SIBS STYRENE BUTADIENE STYRENE SEL SITE ELEVATION SF SQUAREFOOT SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOP CHORD THE TO MATCH EXISTING TOB TOP OF BEAM TOB TOP OF COLUMN TOS TOP OF SLAB TP TOP PLATE TPO THERMO PLASTIC OLEFIN TYP TYPICAL UG UNDER GROUND UNO UNLESS NOTED OTHERWISE VB VAPOR BARRIER VTR VENT THRU ROOF WA WASHER MACHINE WP WATERPROOF WD WOOD WWF WELDED WIRE FABRICMESH REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I E o o co U " r E 7: 0. y w T 0 aQi c- . 0) IZ C w' O�O•� to -L,.O -a C 2 d :o In E i5 - "3 Q Q0 � 1T_ + _ (Sa ,- @) 7 cM N C C a) .y 0 a) N :8 N N `=,Gti 6 0 , -120J J o r ILL U l_ _ U ,- CJ i U w '❑ U LL w W 0 0 LL w 0 w J 0 0 U X w 3 r z < � �/ LO U W z Mo n J Z LL z 0 w o ❑ LL �_ U ° L Q ("Da W 0 a_ a a w w J O < a LL 1 w x 0 m Z N LL z W 0 0 -0 O U (/) O z Lu 3: 12 /)/ LL w Y 3w a � 0 O N 0 3 co a z 0 w un g J < 4 3 F- Z E E 8 W a 2 a 0 ,5 H rn m 9 general notes 3/10/19 SHEET A-4 le P. uee�F. _*_ P. AR97108 , ELECT PLAN LEGEND E1 110V DUPLEX RECEPTACLE E2 110V GFCI DUPLEX RECEPTACLE E2.1 110V GFCI QUAD RECEPTACLE E3 120V RECEPTACLE recessed for tv E4 220V RECEPTACLE E5 110V DUPLEX RECEPTACLE w/ water protected box E6 110V DUPLEX RECEPTACLE- clg mount E7 110V DUPLEX RECEPTACLE -floor mount E- ELECTRIC FOR LABLED APPLIANCE L1 RECESSED CAN LIGHT L2 FLUSH MOUNT CLG LIGHT L3 RECESSED CAN LIGHT- wet location L4 VANITY WALL LIGHT S LIGHT SWITCH EX EXHAUST FAN- vent to roof EXL EXHAUST FAN WITH LIGHT- vent to roof FL FAN/ LIGHT COMBO FA FAN W/O LIGHT JB JUNCTION BOX. SD SMOKE/CO DETECTOR- interconnected, hardwired w/battery SA AC CLG SUPPLY, tie into extg supply plenum ELECTRICAL PLAN- NEW SCALE: 3/16"= V-0" { i [ 'E' COVERED PORCH E_ ATTIC VENTILATION CALC MIN CITY OF 8x16 MAX ATTIC ID AREA RATIO AREA REQ SOFFIT VENTS PERIMETER SPACING ID D7.- ACTUAL LOCAT. PRESSURES 1/EXT +26.7, -2$ 8 W 6 0 H 6-'i DOOR/ WINDOW/ LINTEL SCHEDULE LINTEL CAST CRETE LINTEL 8RF14-18/1T DESCRIPTION D. SWING, 1 LITE GLASS PANEL NOTES D2 1/INT 2-6 6-;: EXTG S. SWING EMPTY OPENING 13 1/INT -4-6 6 EXTG W1 1/EXT +26.7,-35.5 3-0 5.' CAST CRETE LINTEL 8F16-18/1T S.HUNG W2 1/EXT +26.7,-28,8 30 5' CAST CRETE LINTEL8F16-1B/1T S.HUNG W3 1/EXT +26.7, -28.8 6-2 5' EXTG D8L S.HUNG 51 EXTG TO REMAIN W4 1/EXT +26.7, -28.8 SEE GEN NOTE 26 3 0 4 0 EXTG BOND BEAM ' S.HUNG TEMPERED '.i .`(r°)1°!,i FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4" WOOD BUCKS G 'E'BR3 xr-e. i 'E' BA 2 T _ / E'BR2 FLOOR PLAN NOTES 1. INTERIOR DIMENSIONS ARE TO FINISH. 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. 3. CUT 22"x30" MIN ATTICACCESS IN EXTG ROOF SHEATHING UNDER NEW VALLEY OVERFRAM ING. 4. EXTEND MECH/PLUMBING VENTS THRU NEW ROOF. 5. REPLACE KITCHEN CABINETS FLOOR PLAN KEYNOTES: 1. STUCCO OVER NON BRG CMU INFILL. 2. 2x4 @ 16" OC INT NON BRG INFILL. 3.- 4. DEMO EXTG COVERED PORCH/SLAB/FLAT ROOF. 5. TRAY CEILING IN TRUSS 6. TYP COLUMN- 12'x12 x8" CMU 4 #5 VERT, #3 TIE @ 16" OC. GENERAL SPECIFICATIONS: I. ROOF: SHINGLE OVER PEEL & STICK OR 30# FELT OVER 5/8" COX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN 2. EXTERIOR BRG WALLS: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC & HORIZ JOINT REINFORCEMENT @ 16" OC- CONT BOND BEAM TOP (2) COURSES W/#5 REBAR EA COURSE- 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP. DOWELS AS PER GEN NOTES. 3. INTERIOR NON LOADBEARING WALLS: 1/2" OR 5/8" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC 4. CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD. 5. EXTERIOR SOFFIT: CONT PERFORATED/VENTED TME. 6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G. 7. INSULATION: R30 FIBERGLASS BATT @ CONDITIONED CEILING. 8. DEFFERED SUBMITTALS: ROOF TRUSSES, DUCT LAYOUT WALL LEGEND THfCKNESS ID DESCRIPTION SPECS ON FLOOR PLAN REINFORCED CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 9" ti"S"`I";"• EXTG CMU WALL W/ FINISHES SEE GENERAL SPECIFICATIONS ON A-1 g,, REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE GENERAL SPECIFICATIONS ON A-1 4.5" LOAD BEARING 2x4 WALL SEE BRG WALL DETAIL 4.5" 'N' COVERED PORCH clg,8' SHEET INDEX 116 A-1 _ floor plan A-2 framing/foundation elevs AA-3 -4 general notes PROJECT DESCRIPTION New addition to an existing 1 story single family residence. ZONING INFORMATION: parcel id: 1301-605-0333-000-7 RS-4 (St Lucie County) setbacks: front = 25' 1 side = 7.51 rear = 15' 1 height: 35' lot (approx.): 80'x13V flood zone: 'X' _UTILITY INFORMATION• gas: not used sewage: septic potable water: well AREA CALCULATIONS• extg cond area 1,646 sf added cond area 323 sf new cond area 1,969 sf extg other building area 768 sf added other building area 186 sf total extg building area 2,414 sf total new building area 2,923 sf allowable building area 30% 3,144 sf lot area 10,480 sf QD l' - oof 0 U E Q. f/) 2 O L) t1 C = CC 0 0 D = rA CUC -a Q m Lo ao, v E :6 0)_ 7 N oc-IJ7 m c=CN 0 m co Lm N C: r E N ` _ CO LL LL U T_ Z LL o U L -a" 'E' FAMILY �� L 0 a D1 a }.` x ".. � . i ✓ f xxi: i w�� a�,� � �yp,� y�y r2li ku r i— �.„�,i:WS pE"A' _ .... ............ .... ..._. ....._ Xix* E ,� Y h Fa d� P axeM3 ✓fl Rt HF 1 d. e t .-_ .._ pdi LL „c-.t t/1 Z Z S 0 ® Q 'N' GREAT ROOM ( �� . l � W Z j( w W (W7 N Z o Q ._ '_-------__--_--- 'N'CLST N i N' BAa MM sc 6 W M olg.8' 0" F N 1 Z T -- _-� o (D _N Jo M p 7 4% C C L U N¢'G�tn a)UZ� O " 0 V 0 0 0 U c E 0 c O O a Owl D ag LL o Z o aQ N : O d aai Ii (n U5 3 O LL - _ -- (�ANNEU �.: o BY NGIS P. 4Ee7 '.9 St. Lucie County ��° _ F, _ AR97108 RECEIVE® �'F� c� ��� MRY 0 7 ?Q19 FReD aR� is county, Permitting FLOOR PLAN- EXTG SCALE:3/16"= FLOOR PLAN -NEW SCALE: 1/4"= V-0"