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HomeMy WebLinkAboutBuilding PlansDocu&gn Envelope D: BEA4B6D6-F=CC7-4C6F-830E-66A44339E449 ATTIC VENTILATION CALC IREAR PORCH 1 1 383 SFI 1501 368SIl 31 48 LFI 16 LFI H B X ID DESCRPTION SPECS THICKNESS ON FLOOR PLAN REINFORCED CMU WALL W/ FINISHES SEE TYP WALL SECTION 91, REINFORCED CMU WALL W/O INT FINISH SEE TYP WALL SECTION 8" REINFORCED CMU COLUMN SEE FLOOR PLAN VARIES NON LOAD BEARING INT WALL SEE PROJECT SPECS ON A-1 4.5" 777777-7777 LOAD BEARING 2X4 WALL N/A NONE PRESENT 4.5" FLOOR PLAN NOTES: (D 1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS. In EO I A, 2. EXTERIOR DIMENSIONS ARE TO STRUCTURE. U� FLOOR PLAN KEYNOTES: ti 1. 22"x30" RO MIN ATTIC ACCESS 2. TYP PORCH COLUMN- 12"x12"x8" CMU, 4 #5 VERT. C9 ;t 3. TYP PORCH BEAM- CASTC RETE 8F1 6-1 B/1 T. 9'-4" TOB. BA.1 "' n N 4. NON BRG DROP HEADER "? f CU 2-8x6-8 �� \ N 3>I € R HB d Vyi W2 VY3 VV4 5 0- A �IA-- ------------------11 110, i I FLOOR PLAN- DIMENSIONEI, -------------------- — — — — — — — — — — — — — PROJECT SPECS: 1. INSULATION: R20 SPRAYFOAM g CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ I'ORCHES & {,ARAGES. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT \TTIC SPACE S. 2. SEPARATE PERMITS REQUIRED FOR: ELECTRIC FOR FUTURE SHED SLOPE AS PER ELEV METAL OVER PEEL/STICK OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN. PE TRUSS AS PER FRAMING PLANS - INSULATION AS PER PROJECT SPECS SEE FRAMING PLANS OR CONNECTOR SCHEDULE ............ . ........... . . . . . .............. .......... METAL DRIP OVER PT WOOD DRIP OVER 2x8 CEDAR FASCIA TO TRUSS ENDS W/ _/ L 2' (2) #16d NAIL, —5.5" TRUSS HEEL 77 UNVENTED ALUM SOFFIT PANELS X 112" OR 5/8" GWB OVER WOOD PE TRUSS BC. GAR —AGE HOUSE LINTELS PER DOOR/WINDOW/LINTEL SCHEDULE F3 STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC A OPTIONAL CJ/EJ W1 CONT CMU BOND BEAM TOP (2) COURSES W1 #5 REBAR EA COURSE— 1/2" OR 5/8" GWB OVER OVER 3/4" FURRING STRIP. GARAGE WALLS TO BE UNINSULATED & UNFINISHED. MONO @ STEP 4- 177 WALL REINF AS PER NOTE 16.81GN-1 OPTIONAL CJ1EJ DOWELS PER NOTE 17.2 GN-1. r. X 777-71MONO (& CURB/ RECESS PROJECT SPECS: A-1 T— ot" GENERAL NOTES:,GN-1 ...... SOG/FILL/COMPACTION PER FOOTING PER FOUNDATION PLAN & z FOUNDATON PLAN AND NOTE 17/GN-1 FOOTING SCHEDLE— REINF PER t FOOTING SCHEDULE ....... T GRADE AS PER SITE PLAN L; TYP WALL SECTION SCALE: 112"= T-0" SHEETINDEX A- 1 floor plan A-2 elevs A-3 foundation/ framing A-4 elect, plumb GN-1 general notes NEW 1 STORY SF RESIDENCE. ZONING INFORMATION: PARCEL ID: 3402-607-0239-000-0 RS-3 (ST LUCIE COUNTY) FLOOD ZONE: X UTILITY INFORMATION: gas: n1a sewage: septic potable water: public AREA CALCULATIONS: conditioned living area 1,991 sf garage 563 sf front porch 617 sf rear porch 383 sf Itotal building area -j 3,554 sf 1conditioned volume 18,915 cfl E 0 E CLyi T- 0 U) r— Z 0 CD 0 CD LO E C: CL + Co tn N Z3 0 C? 0) r - E c,4 0 Z .91 cn + -j 0 U- U- Uj b z CO M LU LIJ 0 co Q z 7P LU L LLJ 0. z j LjL W jnty Uj 0 -0 AKA 0 St '6 REVIEWED FOR Uj 0 r% -ice CL C CODE CO� 1ANCIt" z ST. LUCIF y b 0— Q Lam 00 z 0 0 LIJ zO LIJ 0 71� ... Lij floor plan 8/27/21 SHEET AL A AR97108 LON aGuSigned by: E935FAF3OE92486 12/23/ZOZI O.F.T4 0 S R �14�a AR97108 1k. SCALE: 1/4"= T-0" DocuSign Envelope ID: BEA4B6D6-ECC7-4C6F-83CF-66A44339E449 ff-ffl-mmifff SCALE: 3/16"= 1'-0" SCALE: 3/16"= 1'-0" 4112 METAL ■ Am���Am �'-'ALE: 3/16"= 1'-0" L� IN um E 0 T- E 0 CL r— .2 CD 0 (D u-) E 4- tn 0 co (V �P Ij E C'4 -0 2 0 r-- T. a) a) (D -W (n + c: 0 m -J ILL ILL ui z 00 0') It w r) CY) Z Ljj LL w n F- LJL cl) 75 UJ < LL 0 zLIJ -+-a 4—J z r) z Lij 2 2 0 9 IN K elevs 8/27/21 ..0 HEFT 0% n'. 971os EDocuSigned by, r ut'�� ,' OE924'815 12/23/2021 SCALE: 3116"= 1'-0" SCALE:NTS DocuSlqn Envelope ID: BEA4BSD6-F=CC7-4C6F-83OF-66A44339E449 F4 17-T SCALE: 114"= T-0" RMMINIMM 1 F2 ISOG, MONO, PORCH EDGE 20"xCONTx18" 1-0'-4" 1(2) #5 CONT 130T/TO.P ISOG;MONO, INTER . V F4 ISOG, MONO, INTERIOR 20"xC011 01_01( 1(2) #5 CONT BOT/TO'P FOUNDATION NOTES: -SEE GEN NOTES 17.2 FOR DOWEL LOCATIONS. FILLED WALL CELLS ARE MARKED ON PLAN FOR CLARIFICATION. -SEE FLOOR PLAN FOR DIMENSIONS FOUNDATION KEYNOTES: 1. TYP FILLED CELL '_ 11 1 IA" . 1, . 41' A 11A" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---— — — — — — I F2, TYP PORCH — — — 4" SOG AFF: -0'-4" 1/8" SLOPE CONNECTOR (CO) SCHEDLITE CO-21see CXN sched 2035 1 2 Simpson HETA 20 To single ply truss w/ (10) 10d x 1.5" see CX: :s e Sim WETS I 't multi ply rus q .0 To cone w/ (4).25" x 2.25" tapcon. To truss wl (10) 1175 1 Simpson HTSM20 10d x 1.5" CO-4 missed or misplaced co-1 To valley truss bc I wCO-61see CXN sched 1 3701 1 IlSimpson IVTCR It tc wl (4) 10d. l (3) 10d x 1.5". To supporting I To I truss wl (16) 10d. To cone wl (2) 5/8" TIR epoxied CO-81see CXN sched 1 109801 1 IlSimDson 1HGT-2 112" into bond beam. I 1. Refer to connection CXN schedule for connector locations. 2. 'QTY' referes to the number of connectors used per per ea connection (connected elements). If qty left blank, refer to drawings. CAST-CRETE LINTEL DIAGRAM F---F= FILLED WITH GROUT! U =UNFILLED QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY FOR GRAVITY LOAD U16-1BMT NOMINAL WIDTH QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF NOMINAL HEIGHT COMPOSITE U-LINTEL FOR UPLIFT LOAD #6 FIELD ADDED REBAR AT TOP OF COMPOSITE U LINTEL MIN. (1) REG-D 1-1/2" CLEAR FIELD PLACED C,M_U_ z — GROUT — #5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITY BOTTOM REINFORCING 7-WO" ACTUAL PROVIDED IN U-LINTEL 8" NOMINAL WIDTH (SEE REINFORCING SCHEDULE) LINTEL AS PER WINDOW/DOOR SCHEDULE W. 7 DOOR &WINDOW BUCKAS PER GEN NOTE 26.2 FLASHING AND SEALING AS PER GEN NOTE 26.7 FRAME W1 FLANGE, ATTACH TO MASONRYICONC AS PER MFR SPECS 7kWINDOW -*— HiWind MASONRY SILL BY CASTCRETE EXT /A ;: INT A- TYP OPENING BUCK DETAIL SCALE: 1 '= T-0" HORIZ BOND BEAM STEEL — CONT BAR TO MATCH HORIZ OR CORNER BARS W/25" LAP MIN COURSEISTEEL QTYISIZE PER SPECS, USE BEAM OR KNCKOUT BLOCK IL > '!5 CMU WALL _.X f HORIZ �6 X BOND BEAM STEEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X SECTION ELEVATION CHANGE- ELEVATION VIEW CORNER BAR W/ 25" LAP MIN TO MATCH HORIZ SIZE, CITY HORIZ STEEL INTERSECTION- PLAN VIEW CORNER- PLAN VIEW BOND BEAM/ I-INTEL CONTINUITY DETAILS SCALI NTS CIS R AR9710,3 E E 0 CL 0 tn 0 CD 6 113 CL U) Ln E + r CN co r_ 0 Qa < E 0) 0 CN Lo CD + _J 0 M Li- 0 cn cn O IL CL q Lu ❑ . Lij 0 Lu Lu d LLJ z 00 L) LIJ 'Ict w00-1 LLJ % (y) 0 z (f) _J F- Z LU LJL L) w IL (1) LLJ CL z Li z _j LL :E Lu 0 Lij < 0 LL '0' Lj.- LJL 0 zLU 4-a (3) Ld 0- 0 w Z _j F- w F_ w X F- a. LLI w To LO in F- z W 0Q z w F- < 0 O (n F- z W z 0 z z O LLI 0 z U0 LIU foundation/ framing 8/27/21 SHEET •A-3 EDOGUSIgned by: r b� (',' OE92466 1212312021 DocuSign Envelope ID: BEA4B6D6-ECC7-4C6F-83CF-66A44339E449 3116"= T-0° SK 1.5" AAV I L5 I I I I I I II i L5 I I II I I I I I I I I L5— I I I I I ————— — — — — —— L5 N w L5 I I I I I I I I L5 I I I I I I I i I I I I I I I �i I I I I L5 s 2" EL E1 E2 E3 E4 E5 E6 E7 E8 E- L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 S EX EXL FL FA JB SD TV : T PLAN NOTES: GENERAL NOTES 27 ON GN-1. PER PLAN & GEN NOTE 27.4. INCLUDING ALL RECEPTACLES IN LAUNDRY ROOM, WASHER, HWASHER, GARAGE DOOR OPENER. )VIDE DISCONNECTS FOR WATER HEATER, CU, AHU 120 VOLT BRANCH CIRCUITS SUPPLYING RECEPTACLES INSTALLED IN FAMILY ROOMS, DINING )MIS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION DMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS ORAREAS SHALL BE PROTECTED BYA LISTED )-FAULTCIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT (NEC 210.12(B)). FA 4: w w w E1 wLL ❑ ww IQ -----------T E1 L1 L1 L1 ----- -- L1 L6 I I N SD E1 _-- W E-RG I FA w [ E 1SD 77 i I 4 I I i .,.. Ld r I r -- L $� ` L7 I E OV ti SD r w...._.. . L1 _ -------------------------' '---- 'E1 N w ........_.. \------------------411 ��I \ (11� ELECT PLAN SCALE: 3/16' 1'-0" .ECT PLAN LEGEND 120V DUPLEX RECEPTACLE 120V GFCI DUPLEX RECEPTACLE 120V RECEPTACLE recessed for tv 120V GFCI DUPLEX RECEPTACLE- soffit 120V GFCI DUPLEX RECEPTACLE w/ water protected box 240V RECEPTACLE- gene backfeed w/ panel lockout 120V RECEPTACLE- floor PANEL FOR RV: 120V- 20A GFI, 240V- 30A & 50A ELECTRIC FOR LABLED APPLIANCE RECESSED CAN LIGHT FLUSH MOUNT CLG LIGHT FLUSH LED STRIP LIGHT VANITY WALL LIGHT SHOP LIGHT CHANDELIER LIGHT PENDANT LIGHT UNDER CABINET LIGHT EXTERIOR WALL SCONCE WALL MOUNT READING LIGHT EXTERIOR MOTION DETECTOR LIGHT RECESSED CAN LIGHT - wet location RECESSED CAN LIGHT- exterior soffit LIGHT SWITCH EXHAUST FAN- vent to roof if vented soffit, soffit if unvented EXHAUST FAN WITH LIGHT- vent to roof if vented soffit, soffif if unvented FAN/ LIGHT COMBO FAN W/O LIGHT JUNCTION BOX SMOKE/CO2 DETECTOR- interconnected, hardwired wlbatte! TELEVISION CABLE GEC TO CWP, LIFER, INTERSYSTEM NEW UNDERGROUND NEW METER 10Q m0© a�U aQ aQ ic=n Q 0 L WIRE SIZE BY ELECTRICAL CONTRACTOR 6' MIN. L r i • It 1 ' • l s ELECT LOAD CALC GENERAL LIGHTING/POWER QTY LOAD 1991 3 W 5,973 W SM APPLIANCE CKTS 2 1,500 W 3,000 W WASHER 1 1,500 W 1,500 W DRYER 1 4,500 W 4,500 W REFRIGERATOR 1 1,440 W 1,440 W RANGE 1 11,000 W 11,000 W MICROWAVE 1 1,580 W 1,580 W DISHWASHER 1 1,200 W 1,200 W DISPOSAL 1 375 W 375 W WATER PUMP 1 563 W 563 W GD OPENER 1 500 W 500 W WATER HEATER 1 4,500 W 4,500 W GROSS GENERAL LOAD 36,131 W NET GENERAL LOAD 20,452 W AHU-1 10,000 W CU-1 0 W AHU-2 0 W CU-2 0 W Total A/C Load 10,000 W TOTAL CALO> DEMAND LOAD 30,452 W TOTAL CALC DEMAND LOAD 127 A SERVICE SEIZE REQUESTED 200 A SERVICE SIZE EXISTING 0 A E OF �.,c -IS P. a< AR9710� 0 CL v 0 Chi) C ++ O CD'� ,7 d Ln E ! 0) { I� —N L� = a C N ,a O ti 2 = (D + U LL LL `� C i I U w O of d CJ U w 717 - w F- Cr C LL IL 0 w w 1..1..E ❑ b LLI Z c. w Uj � w (1f"} ❑ V) ui a n m z _ w J w gj cl� L 9 8 J #+ry-� ®1d C w w 0 s 2 F- lu w V 6 T- (r i 0 00 sf 7 F- Z z � N N N elect, plumb 1 8/27/21 DOGUS geed by:: E935FAF3OE92486... 12/23/2021 rlAr G4S P. LI�e AR97103 SCALE: 1/8"= 1'-0" DocuSign Envelope ID: BEA4B6D6-ECC7-4C6F-83CF-66A44339E449 i SOIL BEARING: 2500 psf assumed) WIND: 160m h (ult), risk c t 2 ex p C, wind borne debri region, .18 enclosed design FROST DEPTH: 12" - THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHTWEIGHT STEEL IS WORKING STRE S DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE IS ULTIMATE STRENGTH ESIGN. THE DESIGN SERVICE LOADS AREAS FOLLOWS: ROOF LIVE LOAD 20 PSF(slope<4:12), 15 PSF(slope?4:12) ROOF DEAD LOAD 10 PSF TC (shingles, metal, modified bitumen) ROOF WIND LOAD (SEE DRAWINGS) CEILING DEAD LOAD 10 PSF BC WALL WIND LOADS (SEE DRAWINGS) FLOOR DEAD LOADS 15 PSF TC, 5 PSF BC FLOOR LIVE LOADS SEE BELOW FLOOR LIVE LOADS: Uninhabitable attics withou storage 10 psf Uninhabitable attics with limited storage 20 psf Habitable attics and attics Aerved with fixed stairs 30 psf Balconies (exterior) and de3ks 40 psf Fire escapes 40 psf Guardrails and handrails 200 Ib Guardrail in -fill componentE 50 plf Passenger vehicle garages 50 psf Rooms other than sleeping room 40 psf Sleeping rooms 30 psf Stairs 40 psf COMPONENT AND 010 Hip Roof 7 to 20 deg 1 1 1 1 2r 2r 2r 2r 2e, 3 2e, 3 2e, 3 2e, 3 Wall 4 4 4 4 4 5 5 5 r55 Garage Door 9 x7 16'x7' 1.21 adjustment DDING LOADS... FROM TABLE FBC R301.2(2) EFFECTIVE WIND AREA (SF) 160 10.0 24.9 -56A 20.0 215 -56.1 50.0 16.9 - -43.3 100.0 13.6 -33.4 10.0 24.9 -73.1 20.0 21.5 -65.8 50.0 16.9 -56.3 100.0 13.6 -49.0 10.0 24.9 -78.8 20 0 21.5 -70.9 50.0 16.9 -60.4 100.0 13.6 -52.4 10.0 33.4 -36.3 20.0 31.9 -34.7 50.0 30.0 -32.8 100.0 28.4 -31.2 500.0 24.9 -27.7 10.0 33.4 -44.8 20.0 31.9 -41.7 50.0 30.0 -37.8 100.0 28.4 -34.7 500.0 '24.9 -27.7 -,_ 79.4 1 -33.3 28.2 1-31.5 actor used i 0. DS:�� , q - , ----]' -b (- vA I I 0 � --�� . I � --T 1, CODE COMPLIANCE: 1 A. 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: -2020 FBC: RESIDENTIAL, 7th ed -2017 NATIONAL ELECTRIC CODE -2020 FBC: ENERGY CONSERVATION, 7th ed -ASCE 7-16 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 BYARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL& SPECIFIC NOTES SHALLAPPLY EQUALLYTOALL CONTRACTORS, SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL 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 DISCREPANCYAND/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 I N 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 UNDERSTANDAND 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 FARAS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FORA COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 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. NOTIFYARCHITECT IF CONDITION NEEDSADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BYARCHITECT. IF DRAWINGS HAVEA DETAILED SPECIFICATION FORA CERTAIN PRODUCT, CONTRACTOR MAY REQUEST SUBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVE AGENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BYARCHITECT. 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 LOCATEANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION, AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACTALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEI R 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. DO NOT RELY ON SCALED DIMENSIONS. NOTES TAKE PRECEDENCE OVER GRAPHICS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS FOR WORK TO EXISITING BUILDINGS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG 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' ". CONSULT ARCHITECT 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 / 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 INSTALLATIONAND ARCHITECT'S SPECS, VERIFY W/ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITYAND 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 BYARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THATTHE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FORALL 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 RESISTALL 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 DATAMUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 15. CAST -IN -PLACE CONCRETE 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 LINO -COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN UNO -FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN UNO -AUGERGAST PILE TO BE 5000 PSI CONCRETE MIN UNO 15.3. CONCRETE, WHEN PLACED, SHALL HAVE ASLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS ON -GRADE WHICH SHALL HAVEA MAXIMUM SLUMP OF 5 INCHES AND A MINIMUM OF 3 INCH. 15.4. COMPLY WITH ALL REQUIREMENTS OFACI 117-10, ACI 318-14, ACI-315 15.5. ALL REINFORCING SHALL CONFORM TOASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM A-185. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF THE ACI DETAILING MANUALAND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF BEAM OR COLUMN SPAN, IFASPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF NOT NOTED VERIFY WI 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. STARTINITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACEAFTER PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. PERFORM CURING 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 BYACI318: -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 FORAPPROVAL. 15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT. 15.12. VERTICAL AND 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 318 011 FBC LINO. -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 STF SHALL BE MADE IN CONCRETE MEMBERS WITHOUT ARCHITECT'S APPROVAL. RUCTURAL DRAWINGS 16. CONCRETE MASONRY: 16.1. CMU DESIGNED AND TO BE IN ACCORDANCE ACI 530-13/ASCE 5-13ITMS 402-13, "BUILDING CODE REQ FOR MASONRY STRUCTURES", "COMMENTARY ON BUILDING REQ FOR MASONRY STRUCTURES". 16.2. MASONRY STRENGTH (fm DESIGN) UNO: -BLOCK STRENGTH = 1900, ASTM C90 -MORTAR STRENGTH = 1800, TYPE S -GROUT STRENGTH = 2000 16.3. GROUT SHALL HAVE A SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02AND ATTAINA COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS. USE SUFFICIENT WATER FOR GROUT TO FLOW INTOALL JOINTS OF THE MASONRY WITHOUT SEGREGATION, ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND ATCONCRETE PLACED OVER MASONRY. 16.4. CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILTTO THE THICKNESS AND IN A RUNNING BONDAS INDICATED AND CONFORMING TO THE TOLERANCES SPECIFIED IN ACI 531.1 AND 530.1. 1&5. REINFORCING BA RS SHALL BE PLACE D IN THE MIDDLE OF THE CELLS NOTED OTHERWISE, UNLESS NO AND TIED OR OTHERWISE SECURELY SUPPORTED ATTHE TOPAND BOTTOM TO ENSURE THATTHE 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 INACCORDANCE WITH THE LOCATIONSAND 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: VERTICALAND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT CORNERS, EACELL 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 LENGTHSAS PERACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED FOR WALL REINF SPACING. SEE DOWEL NOTE 17.2 BELOW. 16.9. REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLEDAS PER MFR INSTRUCTIONS. LINTELS TO HAVE 4" MINIMUM BEARING. CONTINUOUS REINFACROSS COLUMNS. IF SPECIFIED, OA 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 CONIC W/ (1) # 5 EXTENDED 4" INTO FILLED JAMB CELLS. 17. FOUNDATIONS: 17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRISIVEGITATION. 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 LENGTHSAS PERACI 318 OR FBC UNO. For#5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8ABOVE. 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 REBARATALL INSIDE 'REENTRANT' CORNERS. 17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPSAS PER STATED DEVELO PMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN ONO. 30" MIN CORNERS BARS TO MATCH LONGITUDINAL REBAR. 17.5. SUGGESTION TO PROVIDEA4-INCH MEDIUM TO COARSE SAND OR GRAVELCOMPACTED DRAINAGE FILL BELOW ALL INTERIOR SLABS -ON -GRADE. 17.6. SOIL AND SUBGRADE IS TO BE TERMITE TREATED. 17.7. SLAB FINISHES UNO: -MAIN BUILDING: STEEL TROWEL FINISH -GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM -DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM 17.8. GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM 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. COLUMN/WALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 17.12. SLOPE GRADESAWAYFROM BUILDING ON ALL SIDES A MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX. 18. STRUCTURAL STEEL: 18.1. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE DESIGN, FABRICATIONAND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E (Fy = 35 KSI ). 18.2. ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE". USE E70XX ELECTRODES UNO. 18.3. ALL STEEL TO RECEIVE ONE SHOP COATAND ONE FIELD TOUCHUP COATOFAPPROVED PAINT. 18.4. ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTSAND HARDENED WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOI NITS USING ASTM A325 OR A490 BOLTS" BY THE AMERICAN INSTITUTE OF S:-EEL CONSTRUCTION. 18.5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 ORA307 (THREADED ROD). 18.6. SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT. 18.7. GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM. 19. LIGHT GAGE METAL STUDS & MISC. METAL FRAMING: 19.1. ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 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 LAYOUTISIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY GRILLES ETC, SHALL BE DETERMINED BYA HVAC LICENSED CONTRACTOR. 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 21A. ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KID 19% (Fb FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), 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 NA IL @ 6" OC EAC H LAYER STAGG ERED. -2x6- 2 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x8- 3 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x10- 4 ROWS 10d COMMON NAIL @ 12" OC EACH LAYER. -2x12- 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 21.7. END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TO ATTACH TO CONIC WALL W/ .25" x 3.25" TAPCON @ 16" OC/8" ENDS. FOR I NTERIOR BRG WALLS USE 1/4" x 2.75" TAPCON @ 32" OC/8" ENDS. 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 ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOW PLATEAND TO RIM JOISTATBOTTOM OF WALL. PROVIDE BLOCKING FORALL EDGE NAILING OVER LENGTH OF PLYWOOD 22.3. FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 112" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS. NAIL SPECS: ASTM F1667 RSRS-03 (21/2" x 0.131") 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 5/8" PLYWOOD AND 6d RINGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE, ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES. 23. PETRussES: ABBREVIATIONS: 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 AB ANCHOR BOLT FROM THE ENGINEER AND ARCHITECT. ER I OG 23.2. FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING. AHU AIR HANDLING UNIT 23.3. CONTRACTOR TO SUBMITTHE TRUSS ENGINEERING TOARCHITECTTO REVIEW FORADHERENCE WITH AT ACOUSTICAL TILE DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED. 23.4. TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS B.M. BENCH MARK BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL BM BEAM FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUTARE TO BE DETERMINED BY THE BC BOTTOM CHORD MFR.BLK TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY. BLOCK 23.5. ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING BO BY OWNER THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO- BOTT BOTTOM TRUSS CONNECTORS TO BE SUPPLIED BY THE TRUSS MFR. VERIFY THAT THE CAPACITY OF THE TRUSS BP BOTTOM PLATE 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 CAPACITY CJ CONTROL (CONSTRUCTION) JOINT SHALL BE B ROUGHTTOTHEATTE T ATTENTION OF THE ARCHITECT FOR SUBSTITUTION, CL CENT ER LINE 23.6. BRACE BOTTOM CHORD AS PER MFR SPECS, IF NOT PROVIDED, PROVIDE CONTINUOUS 'RAT RUN' CLG CEILING LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC. CLR CLEAR 23.7. PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT CMU CONCRETE MASONRY UNIT THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED CO CONNECTOR TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER COL COLUMN EQUIPMENT, AND SHALL DESIGNED TO RESISTALL DRAG FORCES, SHEARWALL UPLIFTAND DOWNWARD CONIC CONCRETE LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR CONT CONTINUOUS ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI, CU CONDENSING UNIT OR COPPER BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE. CW COLD WATER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS CXN CONNECTION SEALED BYA REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN D NAIL SIZE (PENNY) CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER. DF DRINKING FOUNTAIN 23.8. FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FORALL ELEMENTS OVER SIGNATURE DIA DIAMETER AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAYSUBMIT DIM DIMENSION PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR DISP DISPOSAL APPROVAL. DN DOWN DR DRYER 24. CONNECTORS/FASTENERS: DTL DETAIL 24.1. CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO DW DRIVEWAY WEATHERAND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION. 24.2. UPLIFT CONNECTORS MAY BE SUBSTITUTED WITH CONNECTORS WITH ? THE DOCUMENTED UPLIFT 'E' EXISTING VALUE IS >_ SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON EA EACH LOADBEARING WALLS THATARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO EJ EXPANSION JOINT NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE EL BUILDING ELEVATION EITHER UNLESS SPECIFIED BYARCHITECT. ELECT ELECTRICAL ELEV ELEVATOR OR ELEVATION 26. EXTERIOR DOORS AND WINDOWS: EW EACH WAY 26.1. INSTALLOVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S EWC ELECTRIC WATERCOOLER SPECIFICATION/PRODUCT APPROVAL. EWH ELECTRIC WATER HEATER 26.2. PT 1x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & RECESSED 3/16"x2" MIN TAPCON OR 6D CASE EXP EXPOSED HARD NAILS OR T NAILS @ 12"14" END. PT 2x BUCK: ATTACH TO MASONRY/CONC W/ADHESIVE & EXT EXTERIOR RECESSED 1/4"x3 114" MIN TAPCON @ 12"A" END. EXTG EXISTING 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 W11/4" x 2.75" F1 FOOTING #1 TAPCONS STAG @ 24" OC. FA FASTENER 26.4. CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION: FD FIELD (FLOOR) DRAIN -ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBC R310), SAFETY GLASS COMPLIANCE (FBC R308.4) FE FIRE EXTINGUISHER 26.5. CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORS/WINDOWS. FF FINISH FLOOR 26.6. DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3/8" THICK SOLID WOOD AS FIN FINISH PER FBC R 302.5.1. FLR FLOOR 26.7. FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS. FP FIRE PROTECTION 26.8. GLASS TO HAVE: LOW-E, U-FACTOR 5 0.4, SHGC 5 0.25 EPS EXPANDED POLYSTYRENE 26.9. SIZES ARE NOMINALAND CAN VERY+/- 2" IN SIZE IF EGRESS IS NOT EFFECTED. FTG FOOTING FT FOOT (OR FEET) 27. ELECTRICAL & LIGHTING NOTES 27.1. PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND GALV GALVANIZED EQUIPMENT, SHALL BE DETERMINED BYAN ELECTRICAL CONTRACTOR. IF LAYOUT/SIZING IS PROVIDED GFI GROUND FAULT INDICATOR ELECTRICAL CONTRACTOR TO VERIFY. GSF GROSS SQUARE FEET 27.2. ALL 120V 15AAND 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE. GWH GAS WATER HEATER 27.3. PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902. GWB GYPSUM WALL BOARD 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. HB HOSE BIB 27.6. SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, WI BATTERY BACKUP PER FBC R314. HC HOLLOW CORE 27.7. CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315. HDG HOT DIPPED GALVANIZED 27.8. PROVIDE POWER RECEPTACLE & LIGHT, WHENATTIC CONTAINSAHU OR HAS STORAGE AREA. HORIZ HORIZONTAL HW HOT WATER 28. PLUMBING: HWH HOT WATER HEATER 28.1. PLANSARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL BE DETERMINED BYA LICENSED PLUMBER. IF LAYOUT/SIZING IS PROVIDED PLUMBING CONTRACTOR TO IN INCH VERIFY. INT INTERIOR 28.2. SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BYA LICENSED SEPTIC CONTRACTOR AND ADHERE TO 64E-6, F.A.C. JT JOINT 28.3. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING. MAX MAXIMUM 29. ROOF PENETRATIONS: MEP MECH/ELECTIPLUMB 29.1. VERIFY REQUIRED RED ROOF PENETRATONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHERMFR MANUFACTURER ER DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT MIN MINIMUM MOISTURE INTRUSION AND RETAIN STRUCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE MO MASONRY OPENING ROOF PLAN. CONSULTARCHITECT IF ROOF PLAN CONFLI,-:TS WITH ANY REQUIRED ROOF PENETRATIONS. MW MICROWAVE 31. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: NIC NOT IN CONTRACT 31.1. FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX: NITS NOT TO SCALE 31.2. FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10 NSF NET SQUARE FEET 31.3. INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450 31.4. WALL/CLG FLAME SPREAD: <200, WALUCLG SMOKE DEVELOPED: <450 L-1 LINTEL #1 LF LINEAL FOOT 32. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 32.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY OA OVERALL OC ON CENTER 33. MISC: OAS OR APPROVED SIMILAR 33.1. ROOF SYSTEM & FLASHING AS PER MFR INSTRUCTIONS. 33.2. G61^ I-cSTt0 '1" ' F�2. PL PROPERTY LINE OR PLATE �4� �Aio�^�nvne r cr=B7, PLY PLYWOOD 33.4. MEF2 SYSTEMS , AS P€RBG R322.1 PT PRESSURE TREATED 33.5. MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1. PVC POLYVINYL CHLORIDE USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON. 33.6. CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL. R RADIUS 33.7. IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO. RIA RETURN AIR 33.8. PROVIDE FIRE BLOCKING AS PER FBC R 302.11. RCB REINFORCED CONCRETE BEAM o6 vOR GWS TO F- 9GR rE-„ INN n88-11... RCC REINFORCED CONCRETE COLUMN THAN n 999SP G PERFSG Ra(42 .,- Il i�cia i,00eor T� RD ROOF DRAIN REF REFRIGERATOR 34. FINISHES: REINF REINFORCING 34.1. GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS. REQ REQUIRED USE 518" TYPE X GWB ON GARAGE CEILING IF CONDITIONEWHABITABLE AREA ABOVE. GARAGE R/W RIGHT-OF-WAY SEPARATION WALL TO HAVE AMINIMUM OF ONE 112" LAYER OF GWB ON THE GARAGE SIDE OF WALLAS RTU ROOFTOP UNIT PER FBC R302.6. SEE DOOR GEN NOTE 26.6. 34.2. EXTERIOR LATH AS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 518" S. SIMPSON (MFR) STUCCO ON RIBBED LATH. ATTACHTO BOTTOM OF WOOD FRAMING W111GA NAILS W/ 3/8" HEAD @ 6" OC SBS STYRENE BUTADIENE STYRENE WI 1-3/4" EMBED INTO WOOD. TYP TRANSITION FROM WOOD TO CONIC (I.E. @ GABLE END) TO HAVEA SEL SITE ELEVATION VINYL CONTROL JOINT IN STUCCO. SF SQUARE FOOT 34.3. EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER/JOIST/BC. SIM SIMILAR TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER/JOIST/BC Wl (2)16D NAIL. SK SINK SOG SLAB ON GRADE SS STAINLESS STEEL STAG STAGGERED TBD TO BE DETERMINED TC TOPCHORD 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 VERT VERTICAL -70 C VENT THRU ROOF (� r' .. . � , •. �.,. W/ WITH , Cf�E WA WASHER MACHINE ;' 4 WP WATER PROOF * -... WD WOOD WWF WELDED WIRE FABRICIMESH �0- f�l 711,;; L',,'•, Z. # POUND OR NUMBER • i, Rc1 E� -1-i I- 2 E U � U 0-1W O U U)� C 1 M c- � ' Q < CL .. E 0) _ r �Ir}M C N " = In ro0 Cn � Q -n �*� -- 0,-, � N -0 r- ill M -- U) ==(0 r`- = Q) V) t T- � -J O LL, � L- 4-- L . ;,1 E U W 0 d 0 W_ U W IL m 0 x F- it 0 LL W IL 0 W w 0 0 z < a > a'E i 1 8 0 w ❑ N W Q 00 Of W W co❑ < J W L.L W a UJ or- CL z 0 0 m J L, LD :Ea m W UJ < ® o LL Lij -LLI a^1 o J 4J w F- r W a r ty if 1 w W Q cn x r- z LU � 0 z W < 0 0 z 2 W 0 z < X < i I z a 0i z (D 0 W 0 I ❑ i I J < 9 I i z W 2E 0 C.) LLJ a I 0 - -1L general notes 8/27/2 1 'e�. -E E T ':�- N ..I',, } EDocuSigned by: ,vir .� � L,�(,t,V` E935FAF3OE9248$... 12/23/2021 h'r rA,° �.3 S P. L"'zo F.-N V: �-.- P :. AR97108 t