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HomeMy WebLinkAboutPLANSz a t` M M T w 7 i N N O N 00 w I NE LL = r CD x ®�F-I I� m ¢ 0 0 FRONT ELEVATION SCALE. 1/8" = 1'-0" RIGHT ELEVATION SCALE: 118- = V-0" l 0 w x Q w m b REAR ELEVATION SCALE: 1 /8" = 1'-0" LEFT ELEVATION SCALE'. 1/8" =1'-0" STONE VENEER, TBS BY OWNER F0 CI W 2 Qn O W M o x � w x W = � x w < = x o ¢ m 0 0 �LI.III I-�II��I I I (1 H .� 6 JuOI 12'-8" 2'-2" 11'-4" 2'-2" I'. 8" X 16" CMU BLOCK I w ■ - COLUMNS W/ (2) #5 BARS LL COVERED PORCH U)WILD" CLG. a m 29'-0„ 3,4- 6,41 3, 4" 1, 4„ a z ~ 7 8 21-4 - K CL w ■ Y c? KITCHEN ■ - +iZo SF r s UNDR (1j10'-0" CLG __K S 0� A REF. CNTR ._._ +341-37 PSF (2) 3080 SIDELIGHTS ■ N iv +36/-39 PSF w N T----— — — — — — — — m w (_ — — — — — — — — — — — — — — — — — — — O L — �+ m ■ ■ — — SINK D PANTRY io IN GREAT ROOM o MkiSTER BEDRO ■ N = r N 11' CLGA12'-0" TRAY 10' CLG.112'-0" TRAY m a U)— — — V-6" v � ■ I I I N I I I � I I ■ ' LG./12'-0" TRAY rn 1 ■ 13'-0" 1'-8" 2'-0" 12'-4" 4'-0" 7'-8" 2'-0" 5'-10" °; 3'-0" GUARDRAIL &— i HANDRAIL DETAILS - SEE SHEET S-5 _—� — — — —------� N ■ ■ L------------------ o 8'_0„ 1'-8„ 5'_q„ 4'_0„ in iu W.LC. ■ ■ ■ ro ■ ■ E> ■ — — , "' 10' 0" CLG. I ■ SINK) WC / I I III I I zo v m W.I.C. w�V / o Z ■ 10'-0" CLG.rz BATH #5 3 ■ 10,_C„ CLG. j\ AHU ■ ro ■ ■ — — — 1 a — — — _ _ _ _ ■ Y o I — ■ M� WDR , - W.I.C. o99z + ".:",� 10- CLG 'Y 10'-0"CLG. ■ FOYER WC z �� 7 WC ■ L------ (V ■ 7'-0„ q,_ 7'-8„ 4,_0„ 8„ 11,-0„ a 8" 7' 6„ „ 3'-8„ J5`17 2,_6„ 4,-0„ f ■ FRENCH DOORS = 9 ■ +34/-37 PSF cvp N Y "' B TH #1 10' 0" CLG /'s �' ■ x U' 1/2 ROUND TRANSOM M = M GUEST BEDROOM I ■ ■ --_ ■ ■ ■ M 10'-0"CLG. I ) LAUNDRY Y OFFICE Y ., ■ 10'-0"CLG. z 1 FREE GAS 2 X g (I W 10'-0" CLG. °J I 1 - y m STANDING `I - POOL WALL I -- ' '` 2 X 6 �1/ �7W8 EQUIP ... ■ o ■ WALL : I 5'_6" +37/-49 PSF ■ ■ __. ■ .... ■ ■ m (1)2060 SH/(1)4060 SH/ (1)2060 SH ■ COVERED PORCH (1)2020/(14020/ 12020 TRANSOMS +37/-40 PSF +37/-49 PSF a- +38/-50 PSF (1 )3040 SH (1)3040 SH d IRRIGATION (1) LAYER MIN. 1/2" GYP. 3080, 20 MIN. FIRE ■ ■ ■ ■ ■ w BOARD OR EQUIVALENT DOOR W/ CLOSER, SEE Z APPLIED TO THE EA. SIDE PRODUCT APPROVAL O OF THE GARAGE WALLS o? ■ N I ■ ■ ARCH Y ■ ■ 1'-4" 5'-8" 6'-8" T-10" 4'-4" T-10" i ■ ATTIC ACCESS ■ t (20 MIN. RATING) 8" X 16" CMU BLOCK 16" X 16" CMU BLOCK i COLUMNS W/ (2) #5 BARS COLUMNS W/ (4) #5 BARS ,�Y 2 CAR GARAGE m ■ N CONTRACTOR ■ COPY U) o °07 M NOTE: ■ PROVIDE VERTICAL #5 BAR REVIEWED FOR AT ALL CORNERS, E. V NOTE: DUCTS PENETRATING & DOORS & @ 4' O.CAMSI�DE OF WINDOWS CODE COMPLIANCE GARA■ SHALL B CONS R CEILINGS ■ ST. LUCIE COUNTY BOCC" SHALL .2 CONSTRUCTED L, A � ZZ MIN. N0.26 GA SHEET STEEL, 1" MIN, RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD. If/ T-0" I. 18'-0" W X 8'-0" H OVERHEAD DOOR +31/-37 PSF 24'-0" ARCHITECTURAL 1ST FLOOR PLAN SCALE: 1/4" = V-0" 11'-8" SCANNED BY St. Lw;acmRIR'V 12'-0" y 0 00 4Ao Pt i U 0) N w N M Phi =m-0 Qj O uCL U N 0] ®'� aA $ a pOL N N N w 0 0 0 N N N 00 NN 0 0 0 1n w ~ w p 5 U) w C7 a W m � o Ias w m 0 O (>n a Z O ¢ d' Q co J Of w O 06 UL Z Q m u J o w U) w w O U O LL ^U W J i NQ v J w c w= m (3) Ln Of Z a CW Q G mQ o F PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 SHEET 7 OF 21 a M L0 W i N N O N W CD Lu 3 N C 0 co 0 N U c a) 0 1D M O SN M Q U U) c aD E 0 O 0 0 O E E 0 U w �U 0 1n 06 tf 0 t Cn N N m N N !n U LLI J LL PRODUCT APPROVAL INFORMATION PRODUCT MANUFACTURER FLORIDA PRODUCT DESIGN MAX. DESIGN GLASS TYPE METHOD OF ATTACHMENT APPROVAL NO. PRESSURE PRESSURE 1/4" X 1-1/2" EMBED. TAPCONS @ 12" FROM EA, SINGLE HUNG PGT INDUSTRIES INC. - SH 5500 FL 239.2 +35/-46 PSF +65/-70 PSF 7/8" THK INSUL. CORNER & 30" MAX, O.C. @ THE HEAD / 17-7/8" O.C. LAM. MAX. @ THE JAMBS / 10" O.C. @ THE MEETING STILE MULL BAR PGT INDUSTRIES INC. - VINYL FL 261.1 +34/44 PSF +741-74 PSF N.A. 1"X 2" (MIN.) - (2) 1/4" X 2" EMNED. MIN. TAPCONS @ EA. CLIP. 7/8" THK INSUL. 1/4" X 1-1/2" EMNED. TAPCONS @ 6" FROM EA. FIXED -TEMPERED PGT INDUSTRIES INC. - PW-5520 FL 243.5 +35/-47 PSF +70/-70 PSF LAM. CORNER & 15.5" O.C. MAX. CORNER & (3) @ 4" O.C. EA. SIDE OF THE ASTRAGAL SLIDING GLASS DOORS PGT INDUSTRIES INC. - FD-5555 FL 253.6 +31/-39 PSF +100/-100 PSF 1-3/16"INSUL. LAM 6" MAX. FROM THE CENTER / 9-1/2" MAX. @ THE JAMBS TOP & BOTTOM / 12" O.C. MAX. @ P-HOOK / 21.6" MAX. SPACING Ca THE FULL JAMB SIDE 7/8" THK INSUL. 1/4" X 1-1/2" EMBED. TAPCONS 4" O.C. AT THE HEAD FIBERGLASS DOORS PLASTPRO FL17184.7 +32/-35 PSF +/-50 PSF LAM. AND SILL / 14.5" O.C. @ THE JAMBS GARAGE DOOR CLOPAY NOA 20-0922.31 +31/-38 PSF +38/42 PSF N.A. 5/8" X 1-5/8" EMBED. LAG BOLTS @ 14" O.C. MAX. TILE ROOF WESTLAKE ROYAL ROOFING LLC FL 7849.9 +20/-92 PSF N.A. SELF -ADHERED THOROUGHLY ROLLED TO ENSURE UNDERLAYMENT POLYGLASS USA FL 5229.2 +20/-92 PSF N.A. THERE ARE NO VOIDS ,. 17'-0" L +37/-48 PSF (1)3050 SH - EGRESS BEDROOM #3 9'-4"CLG. 12'-0" BATH #3 9'-4" CLG. 'C ` (SINK 11'-8" U) 2X6 N WALL LL � a w Y x � N BEDROOM #4 + 0 9'4' CLG. w a w v= r M + N 0 +38/-50 PSF (1)2020 FIXED +37/-48 PSF (1)3050 SH - EGRESS ■ +361-46 PSF Fs- 4'-0" W.I.C. 9'-4" CLG. — (1)2020 FIXED +38/-41 PSF (1)2020 FIXED 23'-4" ■ 1'4' UNDR CNTR REF. W.I.C. —9'4' CLG.- 6 9'-4" CL�' `— WC +38/-41 PSF (1)2020 FIXED 5'-1 0" 2'-7" 15'-1" 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS COVERED PORCH 14'-11" o +34/-37 PSF 3080 SIDELIGHTS iv +361-39 PSF — — — — — — — — — — — — — — I I I I I I I I LOUNGE 9'-4" CLG../10'-0" TRAY I I 2X6 WALL I I J ■ H H o I I- — I — — GUARDRAIL & HANDRAIL DETAILS - / SEE SHEET S-5 ■I OPEN TO BELOW 2 STORY SPACE ■ +38/-50 PSF +38/-50 PSF (1)2020 FIXED (1)2020 FIXED 4'-2" 4'-0" I. 4'-2" A +34/-37 PSF EGRESS BEDROOM #2 9'-4" CLG. 13'-4" 4'-0" L 61-0" +38/-41 PSF +381-41 PSF (1)2020 FIXED (1)2020 FIXED EVEN 24'-4" F_ J SQUARE FOOTAGE A/C NON A/C TOTAL MAIN HOUSE - 1ST FLOOR 2588 2588 COVERED REAR PORCH 485 485 COVERED FRONT PORCH 123 123 GARAGE 568 568 SECOND FLOOR 1481 1481 SECOND FLOOR PORCH 516 516 TOTAL -PROPOSED 4069 1692 5761 ■ ■ 42" HIGH CMU WALL ■ 12'-4" ■ ■ ■ ■ Y Iz rn ■ BATH #2 9'4" CLG. _ WC ■ W.I.C. I ■ 7'-10" N a N N STORAGE 9'-4" CLG. 2 +38/-41 PSF +38/-50 PSF (1)2020 FIXED (1)2020 FIXED ARCHITECTURAL 2ND FLOOR PLAN RC01 F 1/d" = 1'-n-, CONTRArTOR C(diml i oft COP REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC m U- s U N CO co C =v J- Ebc �itV �'Fa C�w.La 1i' N a a a oar N N w N N N Q O N N 0 0 0 F U) w ~ w 0 of v�i a o w m � as H- LL1 w z Lu Lu m (n m 0 > 0 2 � N a 00 0) V co u_ Z a m Li J o- w u cl) N w O 00 O N� LL 0 �� N N Q > J LPL/ m � N Q U J W w= m QC% x N X < G a x Q o J F- PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S (QJ V SHEET 8 OF 21 a C6 0 N W H N 0 N N W I- Q ❑ m GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES, DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE d_ co 1. RISK CATEGORY: II 66 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: <=25.0' 5. ROOF PITCH: 7/12 LLI 6. GCpi: t 0.18 7. WIDTH OF END ZONE: A = 4.0' 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST 9. WIND EXPOSURE: C 10. ADJUSTMENT FACTOR: 1.35 11. SUPERIMPOSED LOADS: FLOOR (DEAD) 20 PSF FLOOR (LIVE) 40 PSF ROOF (TOP CHORD DEAD) 15 PSF ROOF (TOP CHORD LIVE) 20 PSF ROOF (BOT. CHORD DEAD) 5 PSF WALL 55 PSF (REINF. CMU - NORMAL WEIGHT W/ VERT. CORES GROUTED @ 48" O.C.) 18 PSF (WOOD FRAME) 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED j 15. MINIMUM SOIL BEARING PRESSURE IS 2,500 PSF PRESUMPTIVE C N ^ CONCRETE NOTES: N 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR W BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. Q 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED V FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. 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. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5,000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16. SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2020 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR rn DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE -op REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS N REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). coo8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. c9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 0 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. N 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. c: 12.1, ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. o TIMBER NOTES: co (o 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF O TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND Q DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA Q BUILDING CODE, 7TH EDITION. () 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS W WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. J 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. Li 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 518" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. 3. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WIND LOAD DESIGN CRITERIA: 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 2, SEE ROOF PLAN FOR ZONE LOCATIONS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. FOR 7:12 AND MORE ROOF PITCH ZONE AREA PIRFRRI IRE PRESSURE OVERHANG 1 10 54 28 N.A. 1 20 48 24 N.A. 1 50 40 19 N.A. 1 100 34 16 N.A. 2E 10 68 28 93 2E 20 52 24 77 2E 50 31 19 57 2E 100 31 16 57 2R 10 84 28 N.A. 2R 20 70 24 N.A. 2R 50 52 19 N.A. 2R 100 38 16 N.A. 3 10 95 28 120 3 20 70 24 96 3 50 38 19 63 3 100 38 16 63 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC): 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE END 45 PSF 35 PSF INTERIOR 38 PSF 35 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 2E 94 PSF N.A. 2R/3 115 PSF N.A. SOFFITS: ZONE DESIGN PRESSURE 2 +36 / -39 PSF 3 +36 / -47 PSF L J I 2 e U ® I I O - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 2r 2e I /> // 2r 2r `\\ O 4 2e 2r \\ I QQ \ I OO------------,---- -- I I I I 2e I I I 1 2 \ I I I I I I I Zr I- I 0 I 3 3 3 3 -- I I I I I O 2e I O I I / % \ CONTRACrOl.?? / \ COPY I I ROOFZONES SCALE: N.T.S. _ - - _,' �` \_ REVIEWED FOR CODE COMPLIANCE On 1 Ze n� ST. LUCIE COUNTY BOCC 7//9�_ 00 * O N p /I 1 U co V / N m M U u - m Wp� N CO N O o � '44 n > w� 00 0 E e U Q N U o �t N O 00 r � y r pY N w F�- Z m OW ass r o�LEor�.�E a rw o v v9n a 'aZtaAE E'3 $ovaxP" as��= d N W N Q ob � N ti O LLI H ky N co w O as h w W 2 U) w W U) U) m w w 0 a co N ¢ � 00 CM ®_ w 0 W 0 W � m LLI Q o U) � �w z � U a (D x UJ O U) ILL 0 U) m NQ z �►) J J y� w m QC� Q y W J G m (D o H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. s-1 SHEET 1 OF 21 (1) #5 VERT. BARS X . FIBERMESH OR X, X WELDED WIRE (3) #5 BARS CONT. TOP @ FIBERMESH OR WELDED y MESH. SEE FOUND. GARAGE RECESS WIRE MESH. SEE NOTES FOUND.NOTES X FOOTING REBAR SLOPE 3/4" FOOTING REBAR (3) #5 CONT. V-2" (3) #5 CONT. r III X: 2-4' 2,_0„ �1 STORY EXTERIOR MONO. FTG. �2 GARAGE DOOR RECESS MONO. FTG. S-2 SCALE: 1" = V-0" S_2 SCALE: 1" = V-0" (1) #5 VERT. BARS (1) #5 HORIZ. CONT. BARS IN CURB "FIBERMESH OR �r WFIBERMESH OR WELDED WIRE WELDED WIRE a ' MESH. SEE FOUND. X MESH. SEE FOUND. _ NOTES (1) #5 VERT. %� NOTES N BAR CV (1) #5 BARS X FOOTING REBAR FOOTING REBAR 1: CONT. X //7— (3) #5 CONT. - (3) #5 CONT. NSLOPE v ,X. �—X— "X`X X X- X II X�,7III:; �' � III ,I � �' a a G a i — '1- 6" 7-13" 2'-0„ �TYP. INTERMEDIATE MONO. FTG. W/STEP �TYP. EXT. CONC. CURB MONO. FTG. S-2 SCALE: 1" = V-0" S_2 SCALE: 1" = V-0" h (1) #5 VERT. BARS X, FIBERMESH OR WELDED FIBERMESH OR WELDED 518"'J" BOLTS 24" O.C. & @ EA. WIRE MESH. SEE FOUND. WIRE MESH. SEE FOUND. CORNER, 5" EMBED @ FRAMED NOTES NOTES WALLS (ONLY @ BEARING�� WALLS) (WHERE REQ.) FOOTING REBAR x ° " FOOTING REBAR (3) #5 CONT. xK (3) #5 CONT. X �X X .I K� d a r1l, ,III IL1= III III,, III -1 2'-0„ 2,_0„ �TYP. INTERMEDIATE MONO. FTG. �TYP. INTERMEDIATE MONO. FTG. S-2 SCALE: 1" = V-0" S-2 SCALE: 1" = V-0" FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES J-BOLTS @ 24" O.C. & EA. CORNER @ FRAMED WALL FOOTING REBAR (2) #5 CONT. TYPICAL RUNNING BOND g BEAM IS (2) COURSE OF H `v 6 X X X_ • • OR U-BLOCK W/ (2) #5 BARS All- ,� _ OR (1) #7 BAR CONT. EA. COURSE _ ( -- ` • • < STD. OR RECESSED PRE -CAST --. T I ( '� LINTELS ABOVE WINDOWS, DOORS & • - ✓ • OPENINGS Wl�� #5 BAR IN N CONTIGUOUS WITH BOND BEAM � '>( 'CAST-CRETE"/"LOTTS" OR EQ. III ---III I I f III (' ) a INTERMEDIATE MONO. FTG. W/STEP �TYP. PRE -CAST LINTEL DETAIL S 2 SCALE: 1" = V-0" S 2 SCALE: 1" = V-0" 3 � (1) #5 BARS CONT. 3" IV MIN. COVER N ' BAR CONT. C FIBERMESH OR SLOPE CONC, N WELDED WIRE MESH. TO DRAIN 2 SEE FOUND, NOTES CD (o M cs x X_X N III (..I _ _ .... N co M s SHOWER RECESS DETAIL THICKENED EDGE 6 S-2 SCALE: 1" = V-0" S_2 SCALE: 1" = V-0" Q Q (1) #5 HORIZ. UBAR CONT. io W a FL 1 all 6" THICKENED EDGE S_2 SCALE: 1" = V-0" ♦ ■ BB24 ■ 1 S-2 1 . S2 _ _ — _ — — — — — — — ■ ■ ■ T124 ■ ■ ■ ■ NJ BB48 ■ BB48 ■ B648 Am IN BEAM IS \ ■ UP -TURNED (2) #4 X 60" @ ALL \ \\- ■ 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS ■ RE-ENTRANT CORNERS (TYP.) a 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. m MIN. WITH TROWEL SMOOTH FINISH m 3 REINFORCED WITH 6" X 6"- W1.4/W1.4 W.W. m S_2 m MESH OR FIBER MESH W/ 6 MIL VAPOR ■ I O BARRIER ON COMPACTED TREATED SOIL N BB48 ■ �G� eBv IN ■ ml BB48 ■ ■ ■ ■ IN • - S32 ��■ ■ IN co / m (2) #4 X 60" @ALL \ \\ 3 RE-ENTRANT S-2 CORNERS (TYP.) (2) #4 X 60" @ALL ■ RE-ENTRANT IN CORNERS (TYP.) 1 S-2 ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P S.I. IN MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6' X 6' - Wi 4/Wt 4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR 4" THICK CONCRETE FLOOR SLAB, P.S.I. MIN. WITH TROWEL SMOOTH FINISH BARRIER ON COMPACTED TREATED SOIL REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. ■ MESH OR FIBER MESH W/ 6 MIL VAPOR M BARRIER ON COMPACTED TREATED SOIL m m (2) #4 X 60" @ ALL (2) #4 X 60" @ ALL RE-ENTRANT 5 RE-ENTRANT ■ \\ CORNERS (TYP.) S-2 \\ CORNERS (TYP.) BEAM IS ' S-2 I � UP -TURNED ------------- 6 �1 ---- ■ S-2 � ■ ■ ■ TB24 S-2 — — — — — — — — — — — — S 1 AS 2 I S-2 ./ ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. 9 m ■ 6 MIN. WITH TROWEL SMOOTH FINISH S-2 5 S 2 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. 9 REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MIN. WITH TROWEL SMOOTH FINISH MESH OR FIBER MESH W/ 6 MIL VAPOR ■L S-3 REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. S-2 ■ I BARRIER ON COMPACTED TREATED SOIL m MESH OR FIBER MESH W/ 6 MIL VAPOR I - BARRIER ON COMPACTED TREATED SOIL \\ a (2) #4 X 60" @ ALL m ■ ■ RB36 ■ ■ RE-ENTRANT CORNERS (TYP.) ■ _ w - ■ - S_3 /j i I - I O - ■ NJ BB24 IN NJ BB24 ■ �J N ■ -------- ----- --- " 1 1 S-2 ■ ■ ■ BB24 ■ ■ CONMCTOR 7 COPY it S_2 m S 2 m 16" X 16" CMU BLOCK ■ ■ ■ ■ COLUMNS W/ (4) #5 BARS REVIEWED FOR ■ ■ RB18 ■ ■ CODE COMPLIANCE 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. - 10 :'?�i .. LUCIE COUNTY iVBOCC MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. S-2 a MESH OR FIBER MESH / 6 MIL BARRIER ON COMPACTED TREA TREATED SOIL w ■ 0 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. N MIN. WITH TROWEL SMOOTH FINISH J REINFORCED WITH 6" X 6"- W1.4/W1.4 W.W. 4" THICK CONCRETE EQUIPMENT SLABS, MESH OR FIBER MESH W/ 6 MIL VAPOR ■ 3,000 P.S.I. MIN. WITH BROOM FINISH BARRIER ON COMPACTED TREATED SOIL REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. ■ MESH OR FIBER MESH ON COMPACTED .d. I TREATED SOIL (TYP. FOR EQUIP. PADS) m m ■ ■ 4 4 S-2 S-2 BEAM NOTATION MARK TYPE BB BOND BEAM / LINTEL RB RADIUS BEAM - CAST IN PLACE / FORMED AND POURED TIE BEAM - CAST IN PLACE / FORMED TB AND POURED ■ � ■ BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING SPACING WIDTH X DEPTH BOT. MID. TOP FORMED & POURED 10" W #5 CORNER BARS #3 TIES @ 12" RB18 14'-0" (MIN.) X 61" D (MIN.) CONC. 2 #5 2 #5 2 #7 O.C. (6" O.C. 24" FROM EA. END) ■ ■ ■ BB24 ■ ■ ■ CASTCRETE OR EQUAL B816 10'-0" LINTEL 8F16 1T/l B 1 #5 1 #7 #5 CORNER BARS 2 CASTCRETE OR EQUAL S-2 BB24 10'-0" / 12'-0° LINTEL BF24 1T/1 B 1 #5 1 #7 #5 CORNER BARS CASTCRETE OR EQUAL BB48 12'-0" LINTEL 8F48 1T/1 B 1 #5 1 #7 #5 CORNER BARS NOTE: IN PROVIDE VERTICAL #5 BAR NOTE: SEE FLOOR FLANS AT ALL CORNERS, EA, SIDE OF WINDOWS FOR ALL DIMENSIONS. TB24 1U-0" / 12'-0" 8" W X 24" D C.I.P. 2 #5 2 #5 2 #5 #3 TIES @ 12" O.C. THROUGHOUT & DOORS & @ 4' O.C. MAX. CONCRETE BEAM 1. EE = EACH END BAL. - BALANCE STRUCTURAL 1ST FLOOR BEAM & SLAB PLAN 2. TYPICAL TIE BEAM IS (2) COURSES OF WX16" U-BLOCK. U-BLOCK WITHI (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE. SCALE: 1/4" = V-0" 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL LINTELS) r 9aq N O o W i o a) V > oV a) rn MM U �w (D Q ,0 U o N 0 Nt U) N N j 47 i N 52 � 3 Z co W a� ® °D d .Id 01 ®c�S:VVVg 6y�u'�i�6 �pv `o miry$ mE and q�opd N 0 U L 9 p mz cli W N N r- H co Of a LLJ as of W W 2 co aW LLJ � U) m 0 a Cn 04 a co 0) c/) M J Q � W 0' Q O J o m LL. z °w Z > U Ua O ♦— Q� 0 Q in O z > O LL N J co J Q J_ w U x Q m m JY z 3 og �co PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-2 SHEET 2 OF 21 04 N W N O N N W a N 0) a C 0) O co co M O N C 0) O M O 0 0 U U) W LL a _ TIF,,;BEAM-OR DOUBLE BOND BEAM 4 e a " 4" - 12 O C. 4N V'a TIF,; BEAM OR DOUBLE BOND BEAM n Z a^ 12" o.c MAX. ° MAX. a '-'. y . ROWS OF IN O I I o 2 -I I L— ROWS NS I 0 I I o TAPCONS INTO GROUTED IIILIITL—� , N2 11 III— TAPCONS INTO GROUTED (IILJITI—_ MASONRY W/ 2" EMBED MASONRY W! 2" EMBED (TYP.) -MIN. (3) ALL SIDES (TYP.) -MIN. (3) ALL SIDES P.T. BUCK AS REQ. BY MANUFACTURER CMU MASONRY WINDOW BUCK ATTACHMENT SCALE: 3/4' = V-0" "NOTE; DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). 4 a a 4 4 2 A n NEW FILL-IN OPENING (VARIOUS SIZES - SEE PLAN) 4,' A FORMED AND POURED SILL, SEE SCHEDULE W/ 1HOOKS EA. DE (TYP.) ) 0 VERT. STEEL 4 PT BUCK AS REQ. BY MANUFACTURER CMU MASONRY DOOR BUCK ATTACHMENT SCALE: 3/4' = V-0" 'NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). TIE -BEAM OR DOUBLE BOND BEAM 4 ,y a 10" ACI HOOKS @EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) CMU W/ 9GA. LADDER BLOCKING @ EVERY OTHER COURSE 10" ACI HOOKS @ EACH BAR .4 SECURE UNDERNEATH „ BOTTOM CONT. STEEL SLAB/FOUNDATION - SEE DETAILS 4 n r SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS S. (1)#5 THAN 7' WIDTHS 7' TO B. (2) #3 SIDE BY SIDE LESS THAN 10' WIDTHS 10' TO 12" (4) #3 SIDE BY SIDE LESS THAN 15' TYPICAL CMU (BLOCK) OPENING REINFORCEMENT 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR A/C COMPRESSOR SECURE EA. END TO CONC. PAD W/ 5/8" X 3" EMBED EXP. ANCHOR & HOLD-DOWN TAB CRIMP ENDS OF CABLE W/ LEAD SLEEVES OR CABLE CLAMPS 4" CONCRETE PAD G �A/C TIE -DOWN DETAIL S-3 SCALE: 1" = V-0" E G 2X P.T, BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO 2X P.T. BUCK MASONRY SILL (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIRIWATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIRANATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL WINDOW WATE SCAT P. v, = 1'.n„ TRU DOUBLE BOND POR 10" ACI HOOKS 8"X8"OR1 `.., BLOCK COLUM (2) # 5 BARS F (4) #5 BARS FO -': FILLED COLUM F (2) # 5 VERT FOR 12" VERT. DO T 16" COL. _ 10" ACI HOOKS SECURE U BOTTOM ix 4" CONCRETE W1.4/W1.4 WWM OR ON 6 MIL. VAPOR JWELL COMPACTED, T HA FOUNDATION a „ a a _ (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS. BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER LU Z 0 • • �co �w #5 VERT. BAR IN FILLED CELL (TYP.) �a GARAGE BUCK DETAIL ZOOFING DETAIL OR WN CONT. SLAB a a O d. W SS BEARING N > BEAM OVER co CH OPENING a0 H O @ EACH BAR " w 6"X16"CMU --77 N AT PORCH OR 8" COL. & R 16" O.C. IN N (SEE PLAN SPACING) ' DOWN ROD COL. & (4) #5 ROD FOR " (REF. PLAN) @ EACH BAR NDERNEATH STEEL z i w U W/6X6 - IL 'r FIBERMESH y BARRIER ON x a g REATED FILL W iV (REF. PLAN) ,4`d. a P - 4 44 4 A AI n PORCH BEAM TIE-IN DETAIL SCALE: 3/4" = V-0" 8X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) POLYURETHANE SEALANT (BY CONTRACTOR) EXTERIOR SILL NOSING FINISH MATERIAL, PITCH SILL AWAY FROM DOOR CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRYIBUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) FINISH FLOOR SLAB RECESS CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING SLAB DOOR WATERPROOFING DETAIL SCALE: 1" = V-0" (1) 2 X 4/6 #12 SYP. TOP PLATE ATTACHED TO EA. TRUSS USING 16d NAILS NON -LOAD BEARING FRAMED WALL 2 X 416 FIRE BLOCKING 2 X 4/6 WOOD STUD WALL @ 16" O.C. (1) P.T. 2 X 4/6 SYP. BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. CONCRETE SLAB/FLOOR FRAMING 1/2" GYP. BD. DRYWALL @ CEILING 0 (41 Ua) N W 1/� w M T1 m co LA m ��� U LL - u ca a0 c aa)) D0 N O fey O N / n> F co 0 <V o 0 00 Oki cc E °6 M U O N LL Q 16 0 a U N f/1 N O r b \�00cn s N I ) N w. F Z N 1/2" GYP. BD. O W DRYWALL EA. 0- SIDE OF WALL INTERIOR NON -LOAD BEARING WALL SCALE- A/A" = r.n" ozi "'. O v 6 i;?oAa e pp n $8 IS a a.� u 1 � gNgO '^�=Z W 0 N Q N UU H W co - a as 11 W W y Cn Q W W U N 0 m w O a ad (n a O) � cd'J J < c' Lu 0 m —1 UL Z 0 U) C) a w U AY m 1,✓ J C. H in (L 06 -00 Q W" C1 W �4y1 _J LL. J hl a 0 wU � r N Z a G u) o iJ PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-3 3 21 SHEET OF METAL ROOF (SEE PRODUCT APPROVAL) 12 OVER 15# UNDERLAYMENT OVER 5/8" CDX +. J 7 SHEATHING, I Od RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD fi PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) JK .,?. k,,.i'1 HURRICANE STRAP @ EA. TRUSS - PER ICYNENE R-30 INSULATION PER Cam.. SCHEDULE & LAYOUT REPORT#ESR-182600 d � O .;. W < 2'-O" O.H. TYP. 1/2" GYP. BD. DRYWALL H- - ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER x' ` F 2 X 8 SUB -FASCIA 4 ATTACHED TO TRUSSES - W/ (3) 16d NAILS EA. TRUSS X r. x NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) Y" h { - DOUBLE BOND BEAM W/ x. (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE T N C) 3/4" PT FURRING STRIPS @ 24" D.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) v % CONTRACTOR W m 8" X 16" CMU BLOCK W/ 9 GA. cm H LADDER BLOCKING @ EVERY Q OTHER COURSE n LEDGER ATTACHED TO CMU W/ „ ;' (1)#5 VERT. BARS REVII�EW�EADp FOR/� 5/8" X 6" EMBED "J" BOLT O.C@. EA. ` , � ��asg�ODE 6�®M PLIANCE NAIL FLOOR PLYWOOD AT 4" G. LUCIE COUNTY BOCC O.C. @ EA. 2 X 6 METAL ROOF (SEE PRODUCT APPROVAL) 3/4" T&G CDX FLOOR SHEATHING 12 OVER 15# UNDERLAYMENT OVER 5/8" CDX ATTACHED W/ 1 Od RING -SHANK NAILS U i I 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. @ 4" O.C. @ THE EDGES & 8" O.C. IN x '` a f �; AT SEAMS & 6" O.C. IN FIELD THE FIELD x a ),/ PRE-ENGINEERED 24" DEEP 4 N f l . J(j. PRE-ENGINEERED WOOD TRUSSES Q 24" O.C. FLOOR TRUSSES @ 24" O.C. _ r .r- L x Zoo If,� ) ) . ; / 6" TRUSS HEEL (UNLESS DIRECTED (2 COURSE "H" BLOCK AT J x OTHERWISE) @ f, METAL ROOF (SEE PRODUCT APPROVAL) ) - l 12 OVER 15# UNDERLAYMENT OVER 5/8" CDX MID -HEIGHT (12'-0" MAX.), (2) #5 f % CONT. OR (1) #7 EA. COURSE, l;,,w� HURRICANE STRAP EA. TRUSS - PER .� i' 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. CONT. POUR ICYNENE R-30 SCHEDULE & LAYOUT T, % AT SEAMS & 6" O.C. IN FIELD INSULATION PER J " o y x, REPORT #ESR-1826 < .1�� % PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. i i 6" TRUSS HEEL (UNLESS DIRECTED J OTHERWISE) 2'-O" O.H. TYP. SPRAY CAVITY W/ INSULATION HURRICANE STRAP @ EA. TRUSS - PER h 112" GYP. BD. DRYWALL ICYNENE R-30 L'" SCHEDULE & LAYOUT 1 7 x" ALUM. DRIP EDGE OVER INSULATION PER 2 X 4 PT PLATE ATTACHED W/ y, - x 1 X 2 CEDAR FASCIA OVER REPORT #ESR-1826 _ 1/4" X 2" EMBED. TAPCONS @ EA. (i) #5 VERT. BARS - " j 2 X 8 SUB -FASCIA END & 24" STAGGERED "*- 5 ATTACHED TO TRUSSES CENTERS THROUGHOUT x X K W/ (3) 16d NAILS EA. TRUSS X r NON -VENTED HARDIE SOFFIT _ DOUBLE BOND BEAM W/ (2) y "` ; DOUBLE BOND BEAM W/ (2) .a�� (SEE PRODUCT APPROVAL)77 COURSES H-BLOCK WITH (1) #5 COURSES H-BLOCK WITH (1) #5 n i . 1(C 2'-0" O.H. TYP. BARS CONT. EACH COURSE v BARS CONT. EACH COURSE 1/2" GYP. BD. DRYWALL ALUM. DRIP EDGE OVER (1) #5 VERT. BARS x s`.'� ' 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA `' STD. OR RECESSED PRE -CAST x ATTACHED TO TRUSSES h LINTELS ABOVE WINDOWS, W/ (3) 16d NAILS EA. TRUSS 8" X 16" CMU BLOCK W/ 9 GA. DOORS & LARGER SPANNING OPENINGS W/ (1) #7 BAR TOP LADDER BLOCKING @ EVERY r NON -VENTED HARDIE SOFFIT .h X 8" X 16" CMU BLOCK W/ 9 GA, x ' OTHER COURSE COURSE & #5 BAR IN PRE -CAST (SEE PRODUCT APPROVAL) < LADDER BLOCKING @ EVERY LINTEL POURED WITH BEAM L — — J OTHER COURSE (2) COURSE "H" BLOCK AT (CAST-CRETE OR EQ.) MID -HEIGHT, (2) #5 CONT. OR (1) #7 EA. COURSE, CONT. ,. POUR M� Q „ Z w m m r W < U ALL GYPSUM BOARD TO CONFORM a ALL GYPSUM BOARD TO CONFORM a a ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C591 C61 0° TO ASTM C5, C22, C28, C35, C59, C61, 0 a TO ASTM C5, C22, C28, C35, C59, C61, C587, 0631, C847, C933, C1032 AND ' { C587, C631, 0847, C933, C1032 AND g C587, C631, C847, C933, C1032 AND I- _ C1047 AND SHALL BE INSTALLED IN N C1047 AND SHALL BE INSTALLED IN F '>; C1047 AND SHALL 8E INSTALLED IN (7 VINYL INSULATED WINDOWS COMPLIANCE WITH ASTM C843/44 ��_' * COMPLIANCE WITH ASTM C843/44 N COMPLIANCE WITH ASTM C843/44 = _ INSTALL ALL WINDOWS & DOORS PER qo o FMA/AAMA 200-12 SPECIFICATIONS S' FOR WATERTIGHT INSTALLATION f x 3/4" PT FURRING STRIPS @ 24" O.C. ? STUCCO FINISH 3/4" PT FURRING STRIPS @ 24" O.C. X -0 (TYP.) W/ R5 MIN. INSULATION 1/2" (TYP.) W/ R5 MIN. INSULATION 1/2" Y x O 0 DRYWALL (TYP.) _ h DRYWALL (TYP.) ^ STUCCO FINISH p� 0) EXETRIOR STUCCO INSTALLED X x U PRE -CAST SILLS (CAST-CRETE OR EQ.) O -'' IN COMPLIANCE WITH ASTM C , c0 ` EXETRIORSTUCCOINSTALLED 826 & C 1063. #5 ROD W/ 10" ACI HOOK EMBED MIN. #5 ROD W/ 10" ACI HOOK EMBED MIN. x IN COMPLIANCE WITH ASTM C - OPTION: FORMED AND POURED SILL, OF 7" INTO FOOTER. SEE STRUCTURAL OF 7" INTO FOOTER. SEE STRUCTURAL X 926 & C 1063. � „ : °` o SEE DETAIL. N ENGINEERING LAYOUT FOR LOCATION :';; ENGINEERING LAYOUT FOR LOCATION< ro N AND SPACING (WHERE SPLICE AND SPACING (WHERE SPLICE x (1) #5 VERT. BAR IN GROUT FILLED d) OCCURS 30" LAP. MIN) ? OCCURS 30" LAP. MIN) x 0 CELL LOCATED PER PLAN a i < 8" X 16" CMU BLOCK W/ 9 GA. LADDER 0 w x '� BLOCKING EVERY OTHER COURSE { 3/4" PT FURRING STRIPS @ 24" O.C. @ Q) (TYP.) W/ R5 MIN. INSULATION 1/2" u U) K DRYWALL (TYP.) x . n qq io 4" CONCRETE SLAB W/6X6 xJ 4" CONCRETE SLAB W/6X6 - 4" CONCRETE SLAB W/6X6 - STUCCO FINISH M W1.4/W1.4 WWM OR FIBERMESH ON `Q W1.4/W1.4 WWM OR FIBERMESH ON _- W1.4/W1A WWM OR FIBERMESH 6 MIL. VAPOR BARRIER ON WELL w 6 MIL. VAPOR BARRIER ON WELL -( ON 6 MIL. VAPOR BARRIER ON v COMPACTED, TREATED FILL ,{ COMPACTED, TREATED FILL X WELL COMPACTED, TREATED FILL , n - 6" TERMITE INSPECTION .. 6" TERMITE INSPECTION x 6" TERMITE INSPECTION Q n STRIP REQUIRED ` STRIP REQUIRED STRIP REQUIRED °` ?— b ��I�X—) U .— -k— x � x X !7147 . ( �. ! " !. EXETRIOR STUCCO INSTALLED a .-r ... .!� a. ..III d IN COMPLIANCE WITH ASTM C Ji926 & C 1063. LL FOOTING REBAR FOOTING REBAR v `- _ &— - FOOTING REBAR (3) #5 BARS CONT., _ PLAN &DETAILS �.-. SEE FOUNDATION ( ._ (SEE OUN AT ON • (3) #5 BARS CONT. _ SEE FOUNDATION ;L — (- PLAN &DETAILS ('.... I - PLAN &DETAILS �- I ".� :.... I - — ( ILL ill e2 2 STORY WALL SECTION Q WALL SECTION @ 12'-0" BEAM HEIGHT WALL SECTION @ 10'-0" BEAM HEIGHT SCALE: 3/4" = V-0" 6 SCALE: 3/4" = V-0" Q4 SCALE: 3/4" = V-0" M 1 � N p /1 U W✓ N 0) p Y M m U " " U LL U m o co co N m N O 2 m > CO cn cn 0 0 cM U 4k y Q U 0 m .may s�C T7_ aaO O T� Y y .a 2 A ='S$o.5 N'd 'a§p C ES Y d 598'��V yv E o i o a o m W 0 N Q N LU H W lc/J - a as H W W 2 C7 W W 05 U) m a w 0 a N a CO ce) Q n_ --J LL m m LLI U Z i U) 4) of LLU O U -� U CL W cn LL n Q Ob J W _J r wU w � r m �Q co :r o H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-4 SHEET 4 OF 21 5 d LO N O N N W F- Q cl m 3 a IV N 'D C N O co O M O N N N .D C N O O O M O CN cl Q U WR A I N O N r N W H Q m IJ N 'O C N O (.0 O M O N N a c 5 0 O m M O N r) Q U m W r m N a C m 0 co co M 0 N N C N O O O M 6 N 0 0 U W —1 W au'll 2 L ^ W / \ m Lu 2 m 0 0 FRONT ELEVATION SCALE: 1/8" = 1'-D" RIGHT ELEVATION SCALE: 1/8" = 1'-0" REAR ELEVATION SCALE: 118" = 1'-0" LEFT ELEVATION SCALE: 1/8" = 1'-0" STONE VENEER, TBS BY OWNER \ 0 w O Qx = o 1 V 1'-6" 4'-0" 6'-0" 4'-0" 3'-0" 3'-0" o (1 H \ Q5 ,' — — — — — — — — 2'-2" 11'4" tl LL II w I I 0 z 5 KITCHEN N 10'-0" CLG. ■ W a a 0 m ■ T ■ 7,4„ 4,_0„ 4,_5„ g„ o 1 SINK D ■ L — ->• , 7 -I— PANTRY 19 x o a c Z m � 1 I o N I I 0- a) ---------- — — — — — - M■ I I I I I I j '. LG./12'-0" TRAY D I 1 _ I I I V-8"L 1 13'-0" V-8" 2'-0" L — — — — — — — — — -----� I 1 GAS POOL EQUIP ■ ■ ■ ■ ■ — — — — — — — — — — — — — — 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS I COVERED PORCH 1 10'-0" CLG. 21'-4" K, Lc�cRE DR TRF. 3'-0" 3'-0" +36/46 PSF `ti, Q5Q (1 )4060 SH x`? ``' 11 ■ ■ ■ ■ ■ �■ ■ +34/-37 PSF (2) 3080 SIDELIGHTS ro rn ■ o Nro — — — — — +36/-39 PSF — w--------------- -� — — — — — — — — m r---- 1 i 1 1 IN 1 a2 I 1 I GREAT ROOM 1 a MFSTER BEDRO ■ 10' CLGA2'-0" TRAY 10, CLG./12'-0" TRAY m 1 1'-8" 10'- ' I 1 1 1 ■ W L — — — — --------� + ■ 12'4- 4'-0" T-8" 2'-0" 5'-10" °? T-0" GUARDRAIL & HANDRAIL DETAILS -I SEE SHEET S-F — — — — — — — — — — — —-------� "v fV / no ■ 09G RLl K} WC I SINFZI 1 10'-0CL BATH #!. 3 AHU0'0"CLG �I 7, T-8" 4'-0" II5 D I GUES-BEDROOM 1----.- M 10'-0" CLG. LAUNDRY Y I ,., 2 X 6 ,I W 10'-0" CLG. ' WALL I I I (1) LAYER MIN. 112" GYP. 3080, 20 MIN. FIRE BOARD OR EQUIVALENT DOOR W/ CLOSER, SEE APPLIED TO THE EA. SIDE PRODUCT.... OF THE GARAGE WALLS i ATTIC ACCESS (20 MIN. RATING) 2 CAR GARAGE N w m a o rn m m o m + v NOTE: DUCTS PENETRATING GARAGE WALLS OR CEILINGS SHALL BE CONSTRUCTED OF A MIN. NO.26 GA SHEET STEEL, 1" MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD. 18'-0" W X 8'-0" H OVERHEAD DOOR +31/-37 PSF 24'-0" ARCHITECTURAL 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" M I I I III I I I N I ■ I I I I III I I I II I— W.I.C. I 7■ FOYER a WQ o'-o"cLc. L— — — — — — ■ N 1 V-0" a 8" 3'-8" „ 2'-6" 4'-0" ■ FRENCH DOORS =T B TH #1 +34/-37 PSF I "v o a Z v o m 100" Cl-G. 1/2 OUND TRANSOM 7/-40 PSF N OFFICE 6 10'-6" cLG. 1 a a z 2X6 / a m o WALL �/ ■ o ■ 5'-6" 5'-6" +37/-49 PSF ■ ■ .. _..__.. (1)2060 SH/(1)4060 SH/ (1)2060 SH COVERED PORCH (1)2020/(14020/ 12020 TRANSOMS +37/-40 PSF +38/-50 PSF (1 )3040 SH ■ ■ 3'-0" ! I ARCH — 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS 60'-0" 16" X 16" CMU BLOCK COLUMNS W/ (4) #5 BARS NOTE: ■ PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS & DOORS & @ 4' O.C. MAX. 3'-10" 12'-0" 10'-0" CLG. ■ — — — — d y 0 X— — — — — ■ N M r WQ ( — FREE STANDING TUB +37/-49 PSF (1)3040 SH t7601Y ■ O C) co N 0) g J _2 M ) m • "� U LL m 0 N Coo NLnO O 2 o� co co E M 0 ( N Q m U mw m N r N U) n y N Z m OW d a o N n0 N S V' V L yr1 a N F u. a^LAOCOv dp, ��qH Zd m W O N N 0 W ~ Z) 2 W � — a LU as H W W 2 0) < W w T) m O U) > O a (n N O 00 �I' Q M � Q W cl J W 0-1 O °b -i u- Z Qui m o J d w U W U V^J' w O d O U- ^U` W 0 _ J m D N Q U J W r w = m LLL m U 3 Q 5� Q O I— G Ix- PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 7 21 SHEET OF a 0 LO co v ui H N N N n N I m 3 IJ N a C N O co M O N N C N O fD M O CN 0 0 Q U di J LL O O r w 2 w 3 N C a) O 19 m M O N 'D C 0 O O M O N Q U U w J LL LEDGER CONNECTION SCHEDULE MARK LEDGER SIZE LEDGER NOTES 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-1 (2) 2 X 12 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-2 (2) 2 X 6 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION 1392 1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 1/2" NAILS 2164 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 10d X 1 1/2" NAILS TRUSS TO FRAMED WALL/TRUSS TO VALLEY 1195 1310 HTS16 TRUSS TIE DOWN (U.N.O.) & TRUSS TO CRICKET (16) 10D X 1-1/2" NAILS (8 EA. SIDE) I FRAMING 3398 3965 _[ -------- MGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (1 5/8 OR S ALL -THREAD (22)10D NAILSLV. NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). --- -- ---ff ---TI --- — --- --- -- � � II II � L1 .. .- .. II II II II II II II II II II II II II II � II II II II II II II � I I I I II I I I II II II II II II II I II II II II II II II � II II II II II II II � � II II II II II II II � I I II I I I I I I � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � I II II II II II I II II II I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II I I I I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II IRE-ENGIjI1EEREDj4" DEEP II II II II II II II II II II II II �ILOOR T�„ SSES 24" O.C.,, � II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I � II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � IJ II "! II II II II II II II II II II II II II II II II II II II II II II II II II II II JI I it II II II II II II II II I II II I I I I II II II II II II II II II II II II II II II II II _ _ II II II II II II II II II II II II II � II II II II II II II II II II II II II II II rll--1l-_p II II II II II II II II II II II II � 1 II II II II II I II I II II II I�--H--{ I I I I I II II II II II II II II II II II II II II II 11-It tr III II II II II II II II II II II II -- ---- ll----k-----U ---- JL—L i A----ii-----L----...... I I I I I I I I I I I I I I I I I I II II II II � I I I I I I I I I I I I I I I I I I I I I II II II II 1 II I I I I I I I I I I 1 I FF OPEN TO BELOW I I I EL_ \ \ I I I \\ I I I I \ - I \ PRE -EN INEERED ROOF I \ TRUSSE 24" O.C. MAX I \ -- I I Ze oQ0 O.H. I I I m �W� m N o 2,_0„ I I I I I I O.H. / of \ 20 �d ATTIC ACCEI S (20 MIN. RATING) I O.H. VERIFY W/ T USS MANUF. HETA16 HETA16 I CO OR COPY HHETA16 L7=== HHETA16 REVIEWED FOR CODE COMPLIANCE I I ROOF AREA = 2,645 S.F. STn. LUCIE COUNTY BOCC = 1/150 OF AREA OF ROOF (ATTIC SPACE) UNVENTED ATTIC SPACE LIVING & / \ w PORCHES - NO VENTILATION REQUIRED L O (0 r T / \ ----- m VOLUME (CUBIC FEET) — U — — — — — — — — — — — — — — — — — — m A/C BUILDING VOLUME 1ST FLR. 30,816 I IZD I I o= STRUCTURAL ROOF FRAMING & 2ND FLOOR FRAMING PLAN I O SCALE: 1/4" = V-0" 2'-0" O.H. a (V V 1 � N O �.L_.J, N 0) M _+T /) C/) C E � U LL U @ Vs✓ N m N O L f- 0 m N ¢i N m w� LU F- Z co W a� Z o n IS, C 9 emNao m.+� N LU O N Q N O LUcn F of cn a xas w w ww m 0 CY a v/ N a 0o O M Q 0 � Li- Q m w _7 a 0 U U o � fr w z L) c: Q LL -0 0 LL 0 a� 0 0 L.L m J (D J >> � w0 > 3 o Q G cf) IJ— PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-9 SHEET 9 OF 21 W T N O N N T IJ C N O O O CM O IN N N C d O O O M O cl r) Q U w N O N NN di H 0 m L w 5 N N C 0 O O M 0 r a w 0 O M O N 0 U di J_ LL CONTRACTOR COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC -7�il�z2 -- 06 99- WF / N p M )m U c • ®c� LL m U 0 co `a./ N 00 V) N O �y O 2 V 1 O O > oi00 Zo E O O M 0 # N Q (0 U o N N O L n N N A"p N m..x.... INS. 6i di Z U) Om w a� ®° N t o Q ��°� Z y`s T VI �•� ®-fig°• �" L L O O�A'OOCYLW L n ti O m Z N w F O N Q 00 0 N I,- 0 w ~ Z U) (I_ U) w - a Lu as w w U) 6i w U w N N co m Y m W O a ¢ (n 5 � CM O J LL m O ❑ OJ Y U w W U cCL � 0)o LL -2 1 w z g �J co J N¢ 0 z H �> W= m (cU NU 3 o G F=� PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. m-1 SHEET 11 OF 21 W H N C14 N r N rn 3 a a w 2 N N a C (U C) co CD co O N d W N N a c 0) 0 M O a U U) �1 W 2 F- N O N N 3 CL W N Gl c 0 CO Co O N d W N a c 0 (D 0 N r) cl Q U ?Z NOTE: PROVIDE 30" CLEARANCE AROUND ALL UNIT SIDES. LOCK INCLINED WOOD TRUSS 1 LOCK NUT WASHER RUBBER GROMMET 1 1/2" x 11/2" DETAIL NO. 1 CONDENSING UNIT RETURN AIR DUCT FLOAT SWITCH CARRIAGE BOLT NUT SPRING ISOLATOR 3" x 11/2" x 1/4" THICK ANGLE IRON WOOD TRUSS (INCLINED) LOCK WASHER FLAT WASHER 3/8"0 THREADED ROD 3/8"0 THREADED ROD (TYP OF 4) AIR HANDLING UNIT SUPPLY AIR DUCT UP TO 5 TON UNIT MAX 235 LBS. METAL STRAP FROM A.H.U. ✓ TO AUX. PAN (TYP OF 6) PRIMARY COND. AUX. COND. DRAIN PAN W/ FLOAT SWITCH AIR HANDLER DETAIL 2"W'0/8" ALUMINUM BRACKET (x4) (2) #10 TAC SCRI (TYP) CONCRETE 4" THICK CONCRETE BASE (BY OTHERS) SUCTION LINE W/1/2" ARMAFLEX INSULATION & BARRIER NOT TO SCALE NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OF! SECURING REQUIRMENTS IFMC 301.13.11 I NO PER SCREWS CONDENSING UNIT HEIGHT n^_ 2 12" - 24" 3 24" - 36" ENGINEER GREATER THAN 36° SPECIFIED I OR MORE THAN 5 TON REFR. LINES, RUN VERTICAL UP WALL, IN GALVINIZED HAT CHANNEL TO AIR HANDLER LIQUID LINE W/O INSULATION MAX ANGLE 45° (TYP.) AIR CONDITIONING DATA QTY. UNIT N0. MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL O/A HEAT SUCTION & LIQUID MODEL NO. MODEL NO. LINES i AHU/CU-1 LENNOX ML14XC1-041-230A CBA27UHE-048-23D 38.5 26.95 16 1283 100 10KW PER MFG. OR EQUAL 1 AHU/CU-2 LENNOX ML14XClS030-230A CBA27UHE-030-230 29 20.3 16 967 0 7.5KW PER MFG. OR EQUAL A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 2) PROVIDE PULL DISCONNECTS, 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT FOR EACH AHU/CU. AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN. SURFACE MOUNT DIFFUSER B SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 6" MIN. SURFACE MOUNT DIFFUSER D SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 8" MIN. SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 10" MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN. CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES; 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE 1. COORDINATE WITH ELECTRICAL CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT OF WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING. REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. INSULATED FLEX DUCT MAY BE USED AS ALTERNATE FOR LONG STRETCHES OF RIGID BOARD DUCT. ALTERNATE DUCT WORK SHALL BE DESIGNED WITH A STATIC PRESSURE CONSISTENT TO ALL SUPPLY OR RETURN DUCTS ATTACHED TO THE SYSTEM, 3, FIELD VERIFY REGISTER LOCATIONS WITH'HOME OWNER BEFORE COMMENCEMENT OF WORK. PROVIDE CLASS 1 FL DUCT TO DIFFUSERS L1 D#3 M-3 �450FLARED TAP \I / INTO TRUNK DUCT i CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT TED ROUND NECK DIFFUSER MAIN TRUNK DUCT DETAIL I DETIL CONDENSING UNIT DETAIL I NOT TO SCALE I NOA2 I SPIN VALVE/TURNING VANE DETAIL I NOT TO SCALE I NO/IL a4 NO.3 A/C LEGEND ® 4W - DIFFUSER ® 1W - DIFFUSER TRANSITION L MANUAL VOLUME DAMPER (M.V.D.) e_ FIRE DAMPER (F.D.) OTEMPERATURE & HUMIDITY CONTROL /SENSOR TAUXILIARY TEMPERATURE & HUMIDITY A /SENSOR L/S LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM 21 AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G, EXHAUST AIR GRILLE T.E.D TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT (N) NEW (E) EXISTING TO REMAIN (0) EXISTING TO BE DEMOLISH (R) EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP ON RETURN DUCT (UP & DOWN) UP ON EXHAUST DUCT UP & DOWN ® ® 1 I ® UP ® ON O/A DUCT (UP & DOWN) NEW DUCT - WIDTH x DEPTH — EXISTING DUCT - WIDTH x DEPTH EXISTING DUCT TO BE REMOVED- WIDTH x DEPTH 1) MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR DRYER STATES VENT MAYBE x 25FT. 2) DRAWING TO BE USED TO IMPART CONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN DRYER VENT DETAIL \_ x SHT MTL DUCT MTL STUD OR IPT WOOD 2x4. 5/8" GYP BOARD DUCT GYP BOARD SOLE PLATE NOT TO SCALE AIR CONDITIONING SPECIFICATION GENERAL x DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB -CONTRACT. x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. EQUIPMENT SHALL BE U.L. APPROVED, x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. INSTALLATION x THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. x THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC, x THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. x A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS DUCT BOARD, TYPE 800 ILL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. x ALL DUCTWORK SHALL CONFORM TO S.M.A.C.N.A. STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS. x ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES, x BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPUTTER DAMPERS. x ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. x CLAMP FLEXIBLE DUCTS TO COLLARS. CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. x ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. x ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED, INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. x AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS. REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS, INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. x SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. x MOUNT THERMOSTATS 4'-0" ABOVE FLOOR, UNLESS NOTED OTHERWISE. x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE. x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WHERE REQUIRED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES x CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS, BALANCED AIR FLOWS WITHIN 10 PERCENT OF THE DESIGN VALUES, SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. EXHAUST FAN DATA FAN # EF-1 MANUFACTURER BROAN QTXE080 BROAN QTXE110 CFM 80 110 E.S.P. IN. WG.. 0.100 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - - 1200 1200 ELECTRIC V/O/HZ 120/1/60 0.4 AMPS 120/1/60 0.4 AMPS OPERATING WEIGHT 13.2 LBS 12.8 LBS ACCESS. - BACKDRAFT DAMPER - ROOF CURB TYPE - FIRESTAT - DISCONNECT SWITCH - SPEED CONTROL - OCCUPANCY SENSOR X x - - - - - - REMARKS x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. REDUCER BOX-R N.T.S. TERMINATION BOX-T NOTE: REDUCER AND TERMINATION BOXES TO BE 2"BIGGER THAN LARGEST DUCT ENTERING IT, COORDINATE PLACEMENT OF ALL DUCT WORK WITH OTHER TRADES PRIOR TO INSTALLATION. ell REVIEWED FOR CODE COMPLIANCE ST.. LUCIE COUNTY BOC( 2_ rI z 009 v 1 � Ucc CACD .2 CM '9 m Cn c x(( jj ii U \cam✓ m rter�® N ED A N V o O Ln n> 00 m E: o8 M d U o N 00 \��/// 00 0 N N I'1 N .� h r LU Z CO W a� 1. N • � e _e o &aggo m..GvG� F o,E j z �z W O N Q 00 N 0 W Z) ~ 2 (n w - a LU as Of W W 2 co a W U W N Cn N O ) m °s Q. U .F m < _G CY_ -J W m u U J w c'n w Q� �) LLJ = U _W 0_ Cn Q) o 06 -00 w > z J Ps, g J L) -� Z H U) m Q �U � L= r2 0 H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO, M-3 SHEET 1 3 OF 21 n. LO N O W Q ❑ 3 a n W 2 N N a c O cD co M O CN d W N N a C N O O co M O N_ ❑ Q U U) a M 77 O to W H 1 N O N N W H Q m 3 d W 7. N C N 75 O O O M O N_ W N N C N O fD O M O ❑ Q U w Q m a a w 2 N N a C N O O O M O N a w N N a c O cl O N ❑ Q U M, w J_ LL. 75 M 0 0 0 T cW C W F- a 0 m 3 a a w 2 N 7-5 C O O O M O N d W N N 'D C N O O co M O cl a U a co O 0 W H- N 0 N N n im i, CL W 75 N (1) a C N 0 0 0 ch O N_ Q W N (13 C z 0 0 co co 0 N Q U_ U) w J LL RESIDENTIAL LOAD CALCULATIONS FOR ENTIRE HOUSE PER NEC-220.82(A),(B),(C) APPROXIMATE SQUARE FOOTAGE = 4069 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 4,069 SQ. FT. x 3 VA 12.2 KVA (5) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH 7.5 KVA (7) BATH EXHUAST 0.7 KVA (1) SITE LIGHTING PANEL (OPTIONAL) 1.2 KVA (3) REFRIGERATOR 2.4 KVA (1) MICROWAVE 1.6 KVA III GAS RANGE/ OVEN 0.4 KVA 11) RANGE HOOD 1.2 KVA III DISH WASHER 1.6 KVA 11) DRYER 5.0 KVA (1) WASHER 1.1 KVA (2) GAS TANKLESS WATER HEATER x2 0.4 KVA (0) RESERVED 0.2 KVA (1) IRRIGATION 2.4 KVA (1) GARAGE DOOR OPENER 1.2 KVA (0) RESERVED 0.0 KVA (0) RESERVED 0.0 KVA . LAUNDRY SMALL APPLIANCE INCLUDED TOTAL 39.1 300 AMP SERVICE KVA FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 29.1 KVA @ 40% 11.7 KVA AIR CONDITIONING -LG MOTOR(2.1) @100% 2.1 KVA LARGEST MOTOR 12.4 KVA) @ 125% 3.0 KVA HEAT STRIPS 117,SKVA) @ 100% 17.5 KVA FUTURE POOL 6.5 KVA FUTURE BARN 6.3 KVA TOTAL PANEL 59.1 KVA PANEL SIZE 1 59.1 KVA / 240V) = 247 AMPS ELECTRICAL NOTES: 1) NEW TYPEWRITTEN CIRCUIT IDENTIFICATION MUST BE ON PANEL BOARDS A & C. 2) ALL 20 AMP SINGLE POLE BREAKERS SHALL BE EITHER GFCI OR AFCI TYPE OR COMBO.. 3) ALL 120V RECEPTACLES IN LIVING/SLEEPING AREAS SHALL BE TAMPER RESISTANT 4) EXTERIOR 120V RECEPTACLES SHALL BE WATER PROOF GFCL WIRE METHOD: -CONDUCTORS SHALL BE THHN/THWN, CONDUCTORS NO, 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO, 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. NEW CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. -NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL NEW CONDUCTORS SHALL BE COPPER. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT. IN DRY LOCATIONS "NM" CABLE MAY BE USED IN ACCORDANCE WITH NEC RESTRICTIONS AND REQUIREMENTS. EXPOSED ABOVE GRADE CONDUIT MAY BE "RMC", ' GRC", "IMC", "EMT" OR "FMC". %FNC" SHALL BE USED FOR CU'S AND WATER HEATERS, -"FMC" AND "NM" LENGTHS IN EXCESS OF 6' SHALL HAVE A SEPARATE GROUNDING CONDUCTOR, UNLESS UL LISTED AS APPROVED FOR GROUNDING AT THE INSTALLED LENGTH. EXTERIOR INTERIOR GARAGE PNL-A 1 120/240V 20/240V 10 3W M L00 (3) 350 CU THWN & (1) #2 GND IN 2" C. GRADE TO UTILITY XFMR 1 # 2 CU 1 # 2 CU BOND T0__� FOOTER STEEL 5/8"OX10FT GND ROD (3) 350 CU THWN IN 2" C, OR PER UTILITY BOND TO C.W.P. ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING, REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C. 2017 EDITION) AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN"'INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED, 4. OUTLET BOXES SHALL BE RESIDENTIAL GRADE TAMPER RESISTANT IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE, 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 71 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. 8, ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE. 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR. 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY. 11. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS, 12. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE BY CONTRACTOR AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED, 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17. CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 18. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1, ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATION, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 3. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION, 4. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT, ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 5. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. ELECTRICAL SYMBOL LEGEND 8 110V RECEPTACLE W 110V SWITCHED RECEPTACLE 4 QUAD-PLEX RECEPTACLE fi WP WATER PROOF RECEPTACLE fi GFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ® 220V RECEPTACLE FLOOR RECEPTACLE Q JUNCTION BOX COLLECTION BOX FOR CONDUCTORS ABOVE CEILING - NO ACCESS IS REQUIRED e STRUCTURED CABLE TELEPHONE JACK a DISCONNECT EK ELECTRICAL CIRCUIT BREAKER 0 ELECTRICAL PANEL MAIN DISTRIBUTION PANEL ® DATA/TELEPHONE HUB m FIRE ALARM PANEL g ELECTRICAL METER EF EXHAUST FAN COMBINATION WALL MOUNTED SMOKE DETECTOR CARBON MONOXIDE DETECTOR COMBINATION S/D CEILING MOUNTED SMOKE & CARBON MONOXIDE DETECTOR m THERMOSTAT [] PUSH BUTTON -GARAGE OR OPENER `� GARAGE DOOR OPENER © RECIRCULATING PUMP CEILING FAN W/ JUNCTION BOX OWNER SELECTED CHANDELIER LIGHTING FIXTURE OWNER SELECTED, 150W MAX O RECESSED LIGHTING FIXTURE OWNER SELECTED, 32W MAX RECESSED LIGHTING FIXTURE QVP OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION MICRO RECESSED LIGHTING FIXTURE oQ OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION "�B EYEBALL FIXTURE/ART LIGHT } CEILING MOUNT LIGHTING FIXTURE OWNER SELECTED,42W MAX PENDANT LIGHTING FIXTURE OWNER SELECTED, 42W MAX 4' SURFACE MOUNT FLUORESCENT FIXTURE W/ (2) T-8 LAMPS OWNER SELECTED, 64W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX EXTERIOR STEP LIGHT a POURED IN STEPS OWNER SELECTED, 32W MAX EXTERIOR WALL MOUNT FIXTURE OWNER SELECTED,42W MAX VANITY FIXTURE OWNER SELECTED,42W MAX CFL FLOOD LIGHT OWNER SELECTED 150W MAX SWITCH BANK -OWNER VERIFY TYPES & LOCATIONS $s 3-WAY SWITCH $4 4-WAY SWITCH $D DIMMER SWITCH 01� CHIMES KP LOW VOLTAGE KEY PAD ® MOTION SENSOR TIME CLOCK 105 LOW VOLTAGE NUMBER U.C. UNDER COUNTER C.M. CEILING MOUNTED A.F.F. ABOVE FINISHED FLOOR NOTE: -RECEPTACLES SHALL BE MOUNTED IN BASEBOARDS -SWITCHES SHALL BE MOUNTED AT 48" -ALL LIGHTING FIXTURES SHALL BE 120V AND UL LISTED FOR THE LOCATION AND USE. -ALL FIXTURE TYPES PER OWNER/ G.C. -ALL SWITCHING & AUTOMATION PER OWNER/ G.C. REVIEWED FOR copy corroR CODE COMPLIANCE copy ST. LUCIE COUNTY BOCC ®`��` 71111 ZZ 08r- gwp(Wt v 1 � U� N O) M � m U a U 0 u @ a� N p! N O V i o a) a)n> Ojcn Zo E 08 7k y d m U o N N O co L y w N N N r r n oc w Z m OW a� I C c� y N�a..!g `a a�Cc'L�.o CCd CO V C M U V d o ? ° F f a B o 3 0 o- m N W N aco N 0 W ~ W cn - a as W W W U W y U) N W m 0 w a V M Q CC O LA W m LLI Dw Cn o Lu Nw UCL U 17- U) Cr U) -0 O LL W ❑ O �J Z U Q _J NJ 3g W o H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-5 SHEET 1 8 OF 21 W r Q 3 a n W N N a c m 0 co co O d W N N a C d O O O M O DI cl U U) W J_ LL w I— Q m 3 a w 2 N N C O co co M O N w 2 N N C N O O O M O 0 0 Q U m 5 a -r O 6 L N O N ti N W H Q m 3 n W 7- N N a C O O O M O N d W 75 N N a C O O O M O N_ 0 0 Q U J W J_ LL ^2 ALL Lb 1_ � O N W H T N N N N W H Q J GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. g DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE d � 1. RISK CATEGORY: II Tt 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: <=25.0' 5. ROOF PITCH: 7/12 lL 6. GCpi: t 0.18 7. WIDTH OF END ZONE: A = 4.0' F- 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST 9. WIND EXPOSURE: C 10. ADJUSTMENT FACTOR: 1.35 11. SUPERIMPOSED LOADS: FLOOR (DEAD) 20 PSF FLOOR (LIVE) 40 PSF ROOF (TOP CHORD DEAD) 15 PSF ROOF (TOP CHORD LIVE) 20 PSF ROOF (BOT. CHORD DEAD) 5 PSF WALL 55 PSF (REINF. CMU - NORMAL WEIGHT W/ VERT. CORES GROUTED @ 48" O.C.) 18 PSF (WOOD FRAME) 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED 0 15. MINIMUM SOIL BEARING PRESSURE IS 2,500 PSF PRESUMPTIVE N CONCRETE NOTES: N 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR W BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. Q 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 0 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3, CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. 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. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS i HE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A `AAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5,000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16. SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2020 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. , ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA, (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. p 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11, PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. N 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. o TIMBER NOTES: M1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF O TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND Q DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA Q BUILDING CODE, 7TH EDITION. 0 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO LLI PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS J WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. LL 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS INHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART LOCATED ANYWHERE, ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. 3. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WIND LOAD DESIGN CRITERI 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 2. SEE ROOF PLAN FOR ZONE LOCATIONS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. FOR 7:12 AND MORE ROOF PITCH ZONE AREA PRESSURE PRIES UREOVERHANG 1 10 54 28 N.A. 1 20 48 24 N.A. 1 50 40 19 N.A. 1 100 34 16 N.A. 2E 10 68 28 93 2E 20 52 24 77 2E 50 31 19 57 2E 100 31 16 57 2R 10 84 28 N.A. 2R 20 70 24 N.A. 2R 50 52 19 N.A. 2R 100 38 16 N.A. 3 10 95 28 120 3 20 70 24 96 3 50 38 19 63 3 100 38 16 63 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING ETC): 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE PRESSIJRF PRESSURE END 45 PSF 35 PSF INTERIOR 38 PSF 35 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 2E 94 PSF N.A. 2R/3 115 PSF N.A. onc= TQ. ZONE DESIGN PRESSURE 2 +36 / -39 PSF 3 +36 / -47 PSF w l 2e 1 3 O \ I \ I \ I \\ I O1 i zr I / I / / - - - - - - 7 I / / I / / / O / I / / ze I I I I I I I I I I I I I I I I I O1 I 2r I I I I I I I I I J I/ I I / I / I 2r <\ O 2e \ I \ I 2r \ \ \ I / \ I \ \ \ I 0 \\ I I zr \ \ I \ I --- I I I I I I I 1 3 2e O l003 I ze 1O3 31 I \ I \ I \ \I ze I I I /^ I I I zr zr I 2e I I I I O I ze l 3 1 \ O I ze I 0 ®I In ROOFZONES SCALE: N.T.S. FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 7, 7, N p Uo 4-d .5 co m U LL u 0N f� N CD(D > °" V 0) E 0 0 _'_ J M yU T�.. N d a . C) 0 N at N 0 L N N !. /1 N cq Lu Z m OW a� re '"7 ^e a.3 a$ "da ro.'ao e v�ea 0 a " vaa N Ljj 0 N Q oD � N ti 0 w F- cr 0 co ww as of N 00 O a � M rn It M x 0 LU 0 W� ILLLU m . Q 0 w U W U W Z U a (7 -0p 0 U- 06 W �m z �g q w wUJ m Q W 3 0 g F, cL PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-1 1 21 SHEET OF (M 0) w N O N N W 3 a Nl N a 4) N O co M 6 N 4) C N O co CD O Q U On W J_ (1) #5 VERT. BARS ,. X' FIBERMESH OR n� WELDED WIRE X - MESH. SEE FOUND. NOTES FOOTING REBAR (3)#5CONT. X X A X X i L4 0 m s / 2'-0" �1 STORY EXTERIOR MONO. FTG. SCALE: 1" = 1'-0" S-2 (1) #5 VERT. BARS ° FIBERMESH OR WELDED WIRE a MESH. SEE FOUND. NOTES a (1)#5 BARS :'a ,= x FOOTING REBAR CONT. - i (3) #5 CONT. SLOPE `* �X X- X- X— FIBERMESH OR WELDED 5/8" "J" BOLTS 24" O.C. & @ EA. WIRE MESH. SEE FOUND. CORNER, 5" EMBED @ FRAMED NOTES WALLS (ONLY @ BEARING WALLS) (WHERE REQ.) FOOTING REBAR (3) #5 CONT. -x x _X_X i 2'-0„ TYP. INTERMEDIATE MONO. FTG. S-2 SCALE: 1" = V-0" FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES J-BOLTS @ 24" O.C. & EA. CORNER @ FRAMED WALL FOOTING REBAR (2) #5 CONT. 6„ o a a —X x<X - I --III- -- 1'-8" QDINTERMEDIATE MONO. FTG. W/STEP SCALE: 1" = V-0" (1) #5 BARS CONT. 3" MIN. COVER FIBERMESH OR SLOPE CONC, WELDED WIRE MESH. TO DRAIN SEE FOUND. NOTES ffX— `v I ... *i �X r, X"--X �s SHOWER RECESS DETAIL S-2 SCALE: 1" = V-0" (1) #5 HORIZ. BAR CONT. 6" 11 6" THICKENED EDGE S 2 SCALE: 1" = V-0" (3) #5 BARS CONT. TOP @ GARAGE RECESS SLOPE 3/4" FIBERMESH OR WELDED WIRE MESH. SEE FOUND.NOTES FOOTING REBAR (3) #5 CONT. S-2 SCALE: 1" = 1'-0" (1) #5 HORIZ. CONT. BARS IN CURB FIBERMESH OR WELDED WIRE MESH. SEE FOUND. (1) #5 VERT. NOTES BAR FOOTING REBAR 4 (3) #5 CONT. 17 74 All fill;; X-0„ TYP. EXT. CONC. CURB MONO. FTG. S-2 SCALE: 1" = V-0" (1) #5 VERT. BARS FIBERMESH OR WELDED WIRE MESH. SEE FOUND NOTES FOOTING REBAR (3) #5 CONT. K h"— I 2'-B" I TYP. INTERMEDIATE MONO. FTG. S 2 SCALE: 1" = V-0" TYPICAL RUNNING BOND BEAM IS (2) COURSE OF H OR U-BLOCK W/ (2) #5 BARS OR (1) #7 BAR CONT. EA. XCOURSE STD. OR RECESSED PRE -CAST r. LINTELS ABOVE WINDOWS, DOORS & LARGER SPANNING OPENINGS W/(1)#5 BAR IN PRE -CAST LINTEL POURED ti CONTIGUOUS WITH BOND BEAM ("CAST-CRETE"/"LOTTS" OR EQ.) xri �s TYP. PRE -CAST LINTEL DETAIL S-2 SCALE: 1" = V-0" (1) #5 HORIZ 10 12" THICKENED EDGE SCALE: 1" = V-0" 11 S=2 1 S-2 1 S-2 L.J 4 S-2 1 S-2 1 S2 - - - - - - - - - - - - - - - ■ ■ ■ TB24 ■ ■ ■ ■ ■ BB48 ■ BB48 ■ BB48 ■ ■ - �. - _ - - - - - - --. _. ....... .......-. _.. -_. ..-..- . -.-....- ..-.-.. .............. i BEAM I'S \ UP -TURNED (2) #4 X 60" @ ALL \ \\- ■ 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS ■ RE-ENTRANT CORNERS (TYP.) v I 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. x m MIN. WITH TROWEL SMOOTH FINISH 3 REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. m S-2 a MESH OR FIBER MESH W/ 6 MIL VAPOR ■ - I I O BARRIER ON COMPACTED TREATED SOIL m BB48 ■ / 0 6BF ■ ■ 3 BB48 ■ ■ ■ ■ ■ • - S2 ♦�■ ■ \\\� ■ m (2) #4 X 60" @ ALL RE-ENTRANT S-2 CORNERS (TYP.) (2) #4 X 60" @ ALL ■ RE-ENTRANT ■ CORNERS (TYP.) ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. ■ MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4M/1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR - 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. • BARRIER ON COMPACTED TREATED SOIL MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. ■ MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL co ■ (2) #4 X 60" @ ALL (2) #4 X 60" @ ALL RE-ENTRANT ! 5 RE-ENTRANT ■ ■ \\ CORNERS (TYP.) S-2 \\ CORNERS (TYP.) 5 - EAM IS S-2 I� UP TURNED 6 I ■ ■ m■!.. __ ■ S-2 0 ! ■ 7------- TB24-------- ■ S2 ! 6 -i- - - - - - - - - - - - - - - - - I L -� S2 ■ / ■ 4' THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. 9 m 6m - ---- - --- MIN. WITH TROWEL SMOOTH FINISH S-2 4" THICK CONCRETE FLOOR SLAB RF..iNFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL ml " ■ N CD m 7 S-2 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL 4" THICK CONCRETE EQUIPMENT SLABS, 3,000 P.S.I. MIN. WITH BROOM FINISH REINFORCED WITH 6" X 6" - W1.41W1.4 W.W. MESH OR FIBER MESH ON COMPACTED TREATED SOIL (TYP. FOR EQUIP. PADS) w a 0 m NOTE: ■ PROVIDE VERTICAL #5 BAR NOTE: SEE FLOOR PLANS AT ALL CORNERS, EA. SIDE OF WINDOWS FOR ALL DIMENSI ))NS. STRUCTURAL 1ST FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" ■ 4 S-2 RB36 ■ ■ S-2 , 3,000 P.S.I. y MIN. WITH TROWEL SMOOTH FINISH S 2 REINFORCED WITH 6"X6"-W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR \ - BARRIER ON COMPACTED TREATED SOIL (2) #4 X 60" @ ALL .\ ! RE-ENTRANT \�........... CORNERS (TYP.) i i S-3 ■ ■ BB24 IN NJ BB24 BB24 S" FILE COPY 16" X 16" CMU BLOCK COLUMNS W/ (4) #5 BARS 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL 1 / ) N O M 1 O m t d4 O 0) O O M U. �y (D Q 0 Ci o m N L N N f p4 N 4d i N r` mrwYww � . r.r f- Z m OW a: S FAQ! ®• d v�° °0 N $ t pi ry 1:4 S-2 •• •• , REVIEWED FOR CODE COMPLIANCE LUCIE COUNTY BOCC (( zv BEAM NOTATION MARK TYPE BB BOND BEAM / LINTEL RB RADIUS BEAM - CAST IN PLACE / FORMED AND POURED TB TIE BEAM - CAST IN PLACE / FORMED AND POURED BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING SPACING WIDTH XDEPTH BOT. MID. TOP FORMED & POURED 10" W #5 CORNER BARS #3 TIES @ 12" RB18 14'-0" (MIN.) X 61" D (MIN.) CONC. 295 2 #5 2 #7 O.C. (6" O.C. 24" FROM EA. END) TIE -BEAM BB16 10'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F16 1T/iB BB24 10'-0" / 12'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F24 1 T/1 B BB48 12'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F48 1T11B 2 #5 2 #5 2 #5 TB24 1 U-0" / 12'-0" 8" W X 24" D C.I.P. #3 TIES @ 12" O.C. THROUGHOUT CONCRETE BEAM 1. EE = EACH END BAL. - BALANCE 2. TYPICAL TIE BEAM IS (2) COURSES OF 8"Xi6" U-BLOCK. U-BLOCK WIl'H (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE, 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTORIMASONRY CONTRACTOR TO VERIFY ALL LINTELS) e ,v, E u o.5 a a 3 �$ 58E a ^aomv A°5z m� r N W o N N r 0 H co W — 0- as W W 2 W a W y U) m 0 w 0 a cf) N 00 0) M U) J Q W Q Q O J 0 > LL Z o N w z Ua O ~ ^� W Q O Q z ❑ 0 �/� Ng WU m Q L 3 g cad o G cl) f— PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. S 2 SHEET 2 OF 21 TIE,- BEAM .OR DOUBLE BOND BEAM d 1, 4^ 12^o.c. d MAX ° MAX. ROWS OF (2) 1/4" I I o TAPCONS INTO GROUTED `r MASONRY W/2"EMBED d (TYP.) - MIN. (3) ALL SIDES 04 li LU I I I I P.T. BUCK AS RED. BY F— __V_ MANUFACTURER I - CMU — w 3 IV 4) C N 0 O M O N N C N O O (D (M a cl CN U_ co W J IL MASONRY WINDOW BUCK ATTACHMENT SCALE: 3/4' = V-0" "NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). n - NEW FILL-IN OPENING (VARIOUS SIZES - G. SEE PLAN) FORMED AND POURED a {_ SILL, SEE SCHEDULE W/ 10" ACI HOOKS EA. SIDE a. - TIED TO VERT. STEEL (TYP.) _ z � w �w 5 a TIE -BEAM OR DOUBLE BOND BEAM !; „ - 4" 12" O.C. MAX. " [I MM f r c A I ROWS OF (2) 1/4" o TAPCONS INTO GROUTED N E - MASONRY W/2"EMBED (TYP.) - MIN. (3) ALL SIDES PT BUCK AS RED. BY MANUFACTURER CMU SCALE: 3/4' = V-0" `NOTE: DOORS & WINDOWS SHALL INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE NIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). TIE -BEAM OR DOUBLE BOND BEAM n 10" ACI HOOKS @ EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) CMU W/ 9GA. LADDER BLOCKING @ EVERY OTHER COURSE SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS S„ (1) #5 THAN 7' WIDTHS T TO 8. (2) #3 SIDE BY SIDE LESS THAN 10' WIDTHS 10' TO 12"(4) #3 SIDE BY SIDE LESS THAN 15' 10" ACI HOOKS @ EACH BAR SECURE UNDERNEATH BOTTOM CONT. STEEL SLAB/FOUNDATION - SEE DETAILS TYPICAL CMU (BLOCK) OPENING REINFORCEMENT SCALE: 3/4" = V-0" 3116" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR F A C COMPRESSOR SECURE EA. END TO CONIC. PAD W/ 5/8" X 3" EMBED EXP. ANCHOR & HOLD-DOWN TAB CRIMP ENDS OF CABLE W/ LEAD SLEEVES OR CABLE CLAMPS 4" CONCRETE PAD II Iu I d n �A/C TIE -DOWN DETAIL S-3 SCALE: 1" = V-0" 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO 2X P.T. BUCK MASONRY SILL (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE 'TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL WINDOW WATERPROOFING DETAIL SCALE: 1" = V-0" - wSS BEARING yDOUBAM OVERH ENING0 qN 10" ACEACH BAR w 8"8"X16"CMU BLOCN AT PORCH (2) #OR 8" COL. & (4) #5R 16" O.C. INFILLEN (SEE PLAN ' FOR SPACING) 7 x' '- T 5 VERT. DOWN R OR 12" COL, & #5 'T. DOWN R FOR :. k 6" COL. (R . PLAN) OOKS EACH BAR UR UNDERNEATH T M CONT. STEEL /COMPACTED, Z U RETE SLAB W/6X6 - WM OR FIBERMESH m APOR BARRIER ON TED, TREATED FILL0 ? g ATION (REF. PLAN) 1x a _ d v PORCH BEAM TIE-IN DETAIL r SCALE: 3/4" = V-0" (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS. BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER III I � nIJ i� zo �w • iII I #5 VERT. BAR IN FILLED CELL (TYP.) GARAGE BUCK DETAIL ■ J m m BB16 (2) 3/8" THICK BEADS OF POLYURETHANE 2X P.T. BUCK SEALANT BEHIND BUCKS (BY BUCK INSTALLER) " CONTINUOUS BEAD OF POLYURETHANE (1) 2 X yy2 SYP. TOP SEALANT (INSTALLED BY WINDOW CONTINUOUS BEAD OF WATER A PLATE ATTACHED TOJ INSTALLER) ° ' RESISTANT SEALANT AT MASONRY/BUCK EA. TRUSS USING 16d 1/2" GYP. BD. JOINT AT INTERIOR/EXTERIOR AND NAILS DRYWALL @ SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER) CEILING r yy p N p N N r CMU WATER RESISTANT COATING *� 0) c'> ON MASONRY OPENING JAMBS (BY CONTRACTOR) m W a POLYURETHANE SEALANT • /�j LL (BY CONTRACTOR)�i, a.) i' o CONTINUOUS BEAD OF SEALANT 0 � p 04 0 .Af WATER DAM @ SHIM GAP (BY V7 o CONTRACTOR) 0 p�J m v 1 n > POLYURETHANE SEALANT - (BY CONTRACTOR) ' FINISH FLOOR NON -LOAD BEARING I FRAMED WALL b fV EXTERIOR SILL NOSING FINISH MATERIAL, PITCH ��" 4 00 SILL AWAY FROM DOOR '" SLAB RECESS CD O .� °S M U CMU WATER RESISTANT COATIN CMU WATER RESISTANT COATING JAMB; 00 # N ON MASONRY OPENING ON MASONRY OPENING JAMBS (BY CONTACTOR) CONTRACTOR) 2 X 4/6 FIRE BLOCKING w Q m o 0 0 U NOTES: ,,�� J • WATER gE51SITANT SEALANT AT MASONRY 8 WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING 8 JOINT z m Q 'C COMPOUND" OR EQUAL N O 00 t • P L`YURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL y • TERIOR AIRIWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX 2 X 4/6 BY TREMCO OR EQUAL WOOD STUD N • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND WALL @ 16" O.C. r �"' � / RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING (1) P.T. 2 X 4/6 SYP. SLAB BOTTOM PLATE W/ 8d LLI F CASE HARDENED NAILS DOOR WATERPROOFING DETAIL @,8"Q.Q. ,/2"GYP. BD. Z dJ O m _ LLJ SCALE: 1" = 1'-0" DRYWALL EA. a. CONCRETESLAB/FLOOR SIDE OF WALL FRAMING BB16 ■ ■ 6%8" STRUCTURAL SLA,, W/ #5 BARS CONT. @ 12 O.C. ENV IN BB16 BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING SPACING WIDTH X DEPTH BOT. MID. TOP BB16 9-4- CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F16 1 T/18 1. = EACH END BAL. - BALANCE 2. TY L TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HE RS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE. 4. LINTELS S L HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL LINTELS) NOTE: ■ PROVIDE VERTICAL #5 BAR NOTE: SEE FL001'J PLANS AT ALL CORNERS, EA. SIDE OF WINDOWS FOR ALL DIMENSIONS. STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN ■ ■ ■ ■I BB16 10 ■ ■ 3/4" = 1 -U BB16 6 10 ■ 01 BB16 BB16 IN � O V 9 d B V q 3r� ° F ruoa o� m=z N W o N N r; 0 F_ U) D_ U) a LU as W W /2 VJ Lij W a W w � m p a ?) N a � co 0) � U) M J Q Q F- W O 06 m —1 U ZLd a w Y —3 Uw In 0 0 J 06 LL LL Q (3)p W > m J m J a)g F— WU NOf > m N C 3 0 Q G �c h PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. %J J SHEET 3 OF 21 SCALE: 1/4" = V-0" 12 7 METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" CDX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD d 00 O m LJJ 2 im a N O N CN N W r O 3 IV N 'a C N O co M 0 CN N N a C 0) O cm O M O 0 U U) Lii J_ LL. ICYNENE R-30 INSULATION PER REPORT #ESR-1826 1/2" GYP. BD. DRYWALL 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) LEDGER ATTACHED TO CMU W/ 5/8" X 6" EMBED "J" BOLT @ 24" O.C. EA. NAIL FLOOR PLYWOOD AT 4" O.C. @ EA. 2 X 6 3/4" T&G CDX FLOOR SHEATHING ATTACHED W/ 10d RING -SHANK NAILS @ 4" O.C. @ THE EDGES & 8" O.C. IN THE FIELD PRE-ENGINEERED 24" DEEP FLOOR TRUSSES @ 24" O.C. 2 X 4 PT PLATE ATTACHED W/ 1/4" X 2" EMBED. TAPCONS @ EA. END & 24" STAGGERED CENTERS THROUGHOUT DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843144 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL xis— r n z 2 W 0 a m 3 (V PRE-ENGINEERED WOOD TRUSSES @ 24" O.0 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT 2'-0" O.H. TYP. FOOTING REBAR (3) #5 BARS CONT., ° SEE FOUNDATION: - PLAN & DETAILS �2 2 STORY WALL SECTION SCALE: 3/4" = V-0" L ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE (1) #5 VERT. BARS (2) COURSE "Id" BLOCK AT MID -HEIGHT (12--0" MAX.), (2) #5 CONT. OR (1) #7 EA. COURSE, CONT. POUR (1) #5 VERT. BARS 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. 6" TERMITE INSPECTION STRIP REQUIRED METAL ROOF (SEE PRODUCT APPROVAL) 12 OVER 15# UNDERLAYMENT OVER 5/8" CDX 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 1 ' 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) ) ,� 12 ICYNENE R-30..,.�' HURRICANE STRAP @ EA. TRUSS PER �J 7 INSULATION PER SCHEDULE & LAYOUT REPORT #ESR-1826% 1/2" GYP. BD. DRYWALL '" 11 li ICYNENE R-30 >11 ALUM. DRIP EDGE OVER INSULATION PER ?. �' • < 1 X 2 CEDAR FASCIA OVER REPORT #ESR-1826 - 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT DOUBLE BOND BEAM W/ (2) xx (SEE PRODUCT APPROVAL) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE 1/2" GYP. BD. DRYWALL - (1)#5 VERT. BARS K x STD. OR RECESSED PRE -CAST x LINTELS ABOVE WINDOWS, 8" X 16" CMU BLOCK W/ 9 GA. DOORS & LARGER SPANNING LADDER BLOCKING @ EVERY OPENINGS W/ #7 BAR TOP t OTHER COURSE COURSE & #5 BARR IN PRE -CAST LINTEL POURED WITH BEAM (2) COURSE "H" BLOCK AT (CAST-CRETE OR EQ.) - MID -HEIGHT, (2) #5 CONT. OR (1) #7 EA. COURSE, CONT. POUR m W 0 U ALL GYPSUM BOARD TO CONFORM Oa a ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, o a TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND o <' g C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN iv C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 a -, N COMPLIANCE WITH ASTM C843/44 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 112" DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL FOOTING REBAR ! (3) #5 BARS CONT., SEE FOUNDATION .'�I . -„ PLAN & DETAILS w WALLSECTION SCALE: 3/4" = V-0" STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. (1) #5 VERT. BAR IN GROUT FILLED CELL LOCATED PER PLAN 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH < ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL 6" TERMITE INSPECTION STRIP REQUIRED ;i 12'-0" BEAM HEIGHT x x x *_ 1 IN! FOOTING REBAR (3) #5 BARS CONT., _ SEE FOUNDATION - PLAN & DETAILS WALL SECTION S-4 SCALE: 3/4" = V-0" FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LCIE COUNTY $OCC 7- METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" CDX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER .SCHEDULE &LAYOUT ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) VINYL INSULATED WINDOWS INSTALL ALL WINDOWS & DOORS PER FMA/AAMA 200-12 SPECIFICATIONS FOR WATER TIGHT INSTALLATION PRE -CAST SILLS (CAST-CRETE OR EQ.) - OPTION: FORMED AND POURED SILL, SEE DETAIL. 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH 6" TERMITE INSPECTION STRIP REQUIRED EXETRIOR STUCCO INSTALLED -- IN COMPLIANCE WITH ASTM C 926 & C 1063. L 10'-0" BEAM HEIGHT V 1 (N O O � f n O > Oj CD CD Zoo E 0 0 ') V1 Q 0 C) o N r� t. dd N 2. c a � 9 T Q b o a O a �9 o�o$�E 9 - a c a a o m a a F"3 8ovax L q Q L Z m N W O N Q W N r O W ~ /n K /n a LU as fy I— LU LLI S 0n a LLJ LJ-I U N /n m 0 a N a � CO O c 0 O U_ m W U) o Yi iIJ ^' X O O U a i=- ~ W �0 . 0n cn LL J J >Q> J 7 LL 00 J NQ J D WU > ^' CW U)m N � 3 Q G I=- o IJ— PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-4 SHEET 4 OF 21 a LO LO 66 Lii W H Q m 3 IJ N C N 2 O O co M O N N N C N O O O co O cl U U) 12 7 METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" CDX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD I� N O N N W r m N a 0) O m CID O N N 0) a C 0) O co O (V r) 0 Q U U) W J LL 2 X 4/6 DOUBLE TOP PLATE ATTACH HEADER TO TOP PLATES USING SIMPSON SPH4/6 W/ (10) 10d X 1-1/2" NAILS @ 16" O.C. a (2/3) 2 X 12 #2 SYP HEADER W/ 0 ' 1/2" CDX FLITCH PLATES FULLY LAMINATED W/ "LIQUID NAIL" (OR EQ.) & NAILED TOGETHER W/ ROWS OF (3) 12d NAILS @ 12" O.C. THROUGHOUT NEW JACK/HEADER ATTACHED TO TOP PLATE USING SIMPSON MSTA24 W/ (8)10d NAILS EACH SIDE OF STRAP (TYP.) SIMPSON SP4/6 @ 32" O.C. TO STUD, TOP & BOTTOM AND AT EA. KING STUD W/(6)10d X 1-1/2" NAILS @ EA. ZZ DOOR OPENING 2 X 416 PT #2 SYP BOTTOM PLATE ATTACHED TO FOUNDATION W/ 5/8" X 5" EMBED. S.S. OR GALV. "J" BOLTS @ 24" O.C. q .., 4FOUNDATION -SEE PLAN .� ` O.G 4 �2 FRAMED BEARING WALL DETAIL (1ST FLOOR) S-6 SCALE: 3/4" = V-0" 1/2" GYP. BD. DRYWALL 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) LEDGER ATTACHED TO CMU W/ 5/8" X 6" EMBED "J" BOLT @ 24" O.C. EA. NAIL FLOOR PLYWOOD AT 4" O.C.@EA. 2X6 3/4" T&G CDX FLOOR SHEATHING ATTACHED W/ 10d RING -SHANK NAILS @ 4" O.C. @ THE EDGES & 8" O.C. IN THE FIELD PRE-ENGINEERED 24" DEEP FLOOR TRUSSES @ 24" O.C. SPRAY CAVITY W/ INSULATION 2 X 4 PT PLATE ATTACHED W/ 1/4" X 2" EMBED. TAPCONS @ EA. END & 24" STAGGERED CENTERS THROUGHOUT DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN, OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1,4AN1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL FOOTING REBAR (3) #5 BARS CONT., SEE FOUNDATION PLAN & DETAILS �c— a y n a 4' III 4 • 1 T & G PORCH CEILING ATTACHED TO THE BOTTOM OF THE TRUSSES USING (2) 8d FINISH NAILS IN THE GROOVES @ EA. INTERSECTION. 2 X 4 RAT RUNS ARE TO BE INSTALLED @ 4' O.C. W/ (2)16d NAILS OR (2) #12 X 1-1/2" S.S. SCREWS @ EA. TRUSS ALONG THE BOTTOM DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE (1) #5 VERT. BARS 5 N 6-8" CONCRETE STRUCTURAL SLAB W/ #6 BARS @ 12" O.C. E/W @ TOP & BOTTOM 4 T & G PORCH CEILING ATTACHED TO THE BOTTOM OF THE TRUSSES USING (2) 8d FINISH NAILS IN THE GROOVES @ EA. INTERSECTION. 2 X 4 RAT RUNS ARE TO BE INSTALLED @ 4' O.C. W/ (2) 16d NAILS OR (2) #12 X 1-1/2" S.S. SCREWS @ EA. TRUSS ALONG THE BOTTOM (2) COURSE "H" BLOCK AT MID -HEIGHT (12'4" MAX.), (2) #5 CONT. OR (1)#7 EA. COURSE, CONT. POUR (1) #5 VERT. BARS 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY I OTHER COURSE STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. ICYNENE R-30 INSULATION PER REPORT #ESR-1826 HANDRAILS. GUARDS & PICKETS MUST RESIST 200 LBS (OR 50 LB/FT.)(WHICHEVER IS GREATER) OF LATERAL FORCE 4 DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1)#5 BARS CONT. EACH COURSE #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL ^ COMPACTED, TREATED FILL. -;-- (1) #5 HORIZ. BAR CONT. FOOTING REBAR (3) #5 BARS CONT., SEE FOUNDATION WALL SECTION THRU REAR PORCH PLAN &DETAILS cS-rJ SCALE: 3/4" = 1'-0" PRE-ENGINEERED WOOD TRUSSES @ 24" O.0 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT -'0 �— ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) DOUBLE BOND BEAM W/ ' (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE E! � L V 4 O V n_ -��— 8" X 8" CMU BLOCK COLUMN W/ (1) #5 VERT. BARS 4" SPHERE UNABLE TO PASSTHROUGH z i �--- XCMU BLOCK COLUMN W/ W/(1)) #5 VERT. BARS G E STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. 6" TERMITE INSPECTION STRIP REQUIRED FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE C U TY BOCO. v 1 0 N p [ 1 / CN Q) p� .2 M ` V r cn C Ucc a� N m N O O a)n> 01 m m EEp co U ik d W .Q U 0 y 00 O 00 t L-- _0 N N ecorwr N r o W Lij 0 03 W [L ,. ��� "I 0 `p' 0 0 4 ti ul .4 4 _�rJo9�.S A§95'V �S 9 L m v c 5 0 f^A'OOb"e� C C � O i m Z N W O QN co � N r 0 W ~ (n of fn W — (L Ul as f— W W u) LLJ w U) m O K a U) > co O) V M Q 0 O LL m LLI U U) W W Al W O U (3)O W LL J Q J LL Co NQ -0� H WV m Q og c/) PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. SHEET 6 OF 2 1 N O N C4 N w r 3 N c m O co M O N N c N O CD co M O U_ L7 W J_ LL U _ a m w m o m o FRONT ELEVATION RIGHT ELEVATION SCALE: 1/8" = P-0" Ll REAR ELEVATION SCALE: 1/8" = V-0" LEFT ELEVATION SCALE: 1/8" = V-0" STONE VENEER, TBS BY OWNER E M II FE] w x am W M 0 u 0 'a 0 N Z m z w a w GUEST BEDROOM ■ M 10'-0" CLG. GAS 2X6 POOL WALL EQUIP t ■ to.....----- IL d RRIGATION (1) LAYER MIN. GYP. w BOARD OR EQUIVALENT APPLIED TO THE EA. SIDE O Z--- OF THE GARAGE WALLS N U O ■ ■ ■ C �'�✓,% +36/-46 PSF ,Q (1 H X. 6\�o�oy,z �o°ssgs ■ ■ — — — — — — — — — 2'-2" 11'-4" — — — ■ ■ � r LL M Lo LL ■ 2 LL 1n a L q • z ■ �'�^) 10-0 CLG. u tr' T 7'-3" 4'-0" 4' 8" IN L — — — — —511 K.,_ ��- �__ .,._ PANTRY 12'-8" 1-4" 12'-4" 1,_q-' ■ ■ — — — — — — — — — — — — — — — — ■ ■ — — — — — — — — — — — — — — — 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS I COVERED PORCH 29,_0" 3,_q„ * 6'_0„ 3,_ " 3,_0„ 3,_0„ 7,_8„ 11 21,4„ +36/-46 IRTI UNDI-(1)406 CNT0 SH �7 AREF. GGO +34/-37 PSF (2) 3080 SIDELIGHTS19 ■ H +36/-39 PSF w . F — — — — — — — — LL a' ----------------, ---- I J. I I I ■ N I I I M I I I o MFSTER BEDROGREAT ROOM1aaG.nr-o"rRAv 10. 10' CLG.112'-0" TRAY I I I I N I 1 I — -- I I I I 1 ■ I I I I I LL - LG.112-0"TRA I Y I I I I I I I � M! L ------------- —I+ I I I I 1 ■ 1'_8" 2'_0" L 12'4-- q'_p"' T_B„ p_p" 3'_0" 7 GUARDRAIL & 1 HANDRA;L DETAILS -I — — — SEE SHEET 3-5 1 I ,n L— — J I — — --- I v ■ — — — — — — — — m 1 N g'-p" t'_g" 5'-4" q'-p" M r — — W.I.C. M 10'-0" CLG. ■ ® ■ W ■ ■ ■ o n a �Wc(S I III I I N /.LC. w 4 I i I III I I I ----J x 1o'.D"cLG I BATH #5 0 ■ I a o --- 1� --- ----- I I� \ 10,_0„CLG. N AHU ■ co ■ ■ LIB' — — — — — ■ Y o W.I.C. II z ■ • WD.� ,' I �...... N ........... �,Y \l ._ ■ FOYER wc) 10- aG 'z) 1o'-o"CLG. o we N l------- _r II ■ 7,_8" q,_0,� B„ 711_0l, a B" 7'-6" „ 3,_B„ „ q'_0,� `.., 4'�rfi4 FRENCH DOORS V ■ v Y B TH #1" ~ +341-37 PSF z�/ 1/2 ROUND TRANSOM ��.�/ 10' 0" CLG. Iµµ+( x c7 +37/-40 PSF iv �� S�W I D ■ ■ ■ ■ OFFICE 1WLAUY o'-o"CLG /1 {i• NY l{ LIH�uTNDING 2X6 I \\ I 3080, 20 MIN. FIRE DOOR W/ CLOSER, SEE PRODUCTAPPROVAL i i ATTIC ACCESS (20 MIN. RATING) 2 CAR GARAGE LL N a m o a M ^ + + .. NOTE: DUCTS PENETRATING GARAGE WALLS OR CEILINGS SHALL BE CONSTRUCTED OF A MIN. NO.26 GA SHEET STEEL, 1" MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD. 18'-0" W X 8'-0" H OVERHEAD DOOR +31/-37 PSF ARCHITECTURAL 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" o WALL 1 ■ o 5'4- ■ +37/-49 PSF I (1)2060 SH/(1)4060 SH/ (1)2060 SH PORCH (1 )2020 /(14020/12020 TRANSOMS +38/-50 PSF VOVERED C <V I ■■ ■ ARCH ■ ■ ■ 8" X 16" CMU BLOCK 16" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS COLUMNS W/ (4) #5 BARS ■ C ■ NOTE: ■ PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS & DOORS & @ 4' O.C. MAX. +37/-40 PSF (1)3040 SH 3'-10" +37/-49 PSF (1)3040 SH °!Cl1��16[�1Y 11'-8" 12'-4" 12'4" 60'-0" N O U ro N W V = o N 1L U @ Y N m 01 0) coE T M U o QLw N L 00 ti f N r . omm W F- Z coOW a3 SF Z." • �v {;�p9a nq T 9�O�Ca and C$J'„u.vi. 1--3moo-G'uox =z w W 0N 00 ti O ILL H In of co LU as W w 2 W U) } m O � 0 m a U) CN Z O 00 d' Q M � Q W ® J w Q O °6 J ILL. Z m o J (L W cn "� Nw O UE: O : J Ll- -0 0 U) p J > Nm U J w C> W= m x NU Z 3 2 Q o H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 SHEET 7 OF 21 2 a. O W W N O N N_ W Q 0 3 a a c 0 M O N O CD CD M 0 0 cl Q U V) J LL 0 UN po c N 04 04 co 7 m N _N fl 1 T-0" -4" 1' 12'-8" 1'-4" 12'4" 1'-4" 12'-8" 1'-4" L U N m 64" 4,-4„ 64„ a ly o O v! n> ■ ■— __� J I ■■_ ■ ■■■ ■■ 7■■ ■■ +37/-48 PSF +37/-48 PSF ■ (1)3050 SH - EGRESS (1)3050 SH - EGRESS ■ ■ (� 00 8" X 16" CMU BLOCK °1Y 1 coo E COLUMNS W/ (2) #5 BARS M U ■ +36/-46 PSF j 42" HIGH !2 0 CMU WALL Q ■ COVERED PORCH ■ ciO BEDROOM #3 N o 0, L ■ 9,_4" CLG. io 15'-1" 14' 1" 12'-4" r y m- N 04 ■ ■ N 2S2g$ UNDR r Lij LLI ■ 12'-0" X-8" CNTR M z`.� REF. ro Z N .. ..�.....__ ._.__�.... CO 0 mi m 0 0 3080 SI IGHTS d +34/-37 PSF +34/-37 PSF BATH #3 — — — + /-39 PSF N EGRESS NIWEI, 9'-4"CLG. 1m /o W.1.C. i 9'-4" CLG. ■ r _ — J BATH #2 M G lsINKJ ---- BEDROOM #2 a 9'-4"H ■;7 9'-4"CLG. 1T-8" 4'-0,- 7�_ ,� v 2�_0„ 12'-2" 2,_0�� 13'-4" 5'-10!" to co 2X6 5'-4" 5' 10" " �� SHOWER r ' ■ WALL ■ w cr I LOUNGE �. L" a W 9'-4" CLG../10'-0" TRAY N BEDROOM #4 M O + m 9'-4" CLG. Y 2 X 6 — — — — — is �%� •• "v ■ _ ' AT # > 6 WALL v W.I.C. ■ ■ ;� 9'-0" CLG. N9'4'C ------ w — — — — — — — — — — — — — — — — ■ + �o `° W.Q.C. 11'-4" T-10" 1? ,�^- 9'-4" CLG. 8� — — — GUARDRAILS HANDRAIL SEE SHEET DETAILS - (1 )2020 FIXED (1 )2020 FIXED — — ro � — — — ■ ■--,____-- ■ ■ ■ ■ ■ • . • ■ STORAGE ■ 9'-4" CLG. +38/-41 PSF +38/-41 PSF h``` (1 )2020 FI D (1)2020 FIXED DN. � N O N 04 N w pan, 3 a IJ a C N O co co M O N N N a 0 (O O m O CN f] U_ U) W J LL LEDGER CONNECTION SCHEDULE MARK LEDGER SIZE LEDGER NOTES 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-1 (2) 2 X 12 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT 15# FELT BARRIER W/ 5/8" X 5' EMBED S.S. OR GALV. WEDGE ANCHORS L-2 (2) 2 X 6 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION 1392 1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 1/2" NAILS 2164 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 10d X 1 1/2" NAILS TRUSS TO FRAMED WALUTRUSS TO VALLEY 1195 1310 HTS16 TRUSS TIE DOWN (U.N.O.) & TRUSS TO CRICKET (16) 1 OD X 1-112" NAILS (8 EA. SIDE) FRAMING 3398 3965 MGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (1 A518 D. GALD RIL S.S. THREADB& NAV. NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). II II II II II II II II II II II II II II II II II II II !! II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II �I I I I I II �I I .---.---.---.---.---.---.—II—. II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II !! II II II II II II II II II II II II II II II II II II II II II II ii II II II II II II II II II !! II II II II II II II II II II II II II II II II ,V4 HETA16 pINEERED ROOF 6 24" O.C. MAX I � I I I W I I I I ATTIC ACCE 5 (20 MIN. RATING) VERIFY W/ T USS MANUF. \ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � II II FORE-ENGIJ(JEEREDJ4"DEEPII II II II II II II II II II II II MLOOR T��.-��SSES 24" O.C.,, II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II � I II II II I II I I II I I I II II II II II II II II !! II II II II II II II II II � II II II II II II II II !! II II II II II II II II II J I II II II II II II II II is II II II II II II II II II I II II II II II pff _ _ II II II II II II II II II II II II II II II !! II -_1!-_p II II II II II II II II II II II II � II II II II IFS -�� II ! II I II I I I I I I _ _ I II !! II II ! �It tr � I II II II II II II II II II II II II --------- -i—r—T .r ��-1-1-1—FTT III .—n=.—n—.—n—. I I I I I I I I I I I I I I I I I I II II II II � - 1I I I I I I I I I I I I I I I I I II II II II � 11 ---- UL ---- u____-l___' IIT OPEN TO BELOW Ir \ I I \\ I \ L W --� o<V M YUhN KFn - i - 2_D„ O mU 2O O.0" -H O 2'-0" HETA16 HETA16 FILE COPY cn co D Y Q m W 0 0 2 vO REVIEWED FOR CODE COMPLIANCE ROOF AREA =2,645 S.F. LUCIE C U. STp = 1/150 OF AREA OF ROOF (ATTIC SPACE) T. TY DOCC UNVENTED ATTIC SPACE LIVING & - �� 2,Z, vNi PORCHES - NO VENTILATION REQUIRED m VOLUME (CUBIC FEET) w 0 r A/C BUILDING VOLUME 1ST FLR. 30,816 ro o= STRUCTURAL ROOF FRAMING & 2ND FLOOR FRAMING PLAN O SCALE: 1/4" = V-0" C�N p U� N m Y M U 0 u° �lL �/�\J d U Wd N m T�vBO'Ord- E ht-cmoa 9 mz N W N Q C6 � N O W ~ n2 U) a as I-- LLI W U) W N U) m c O a (V a 00 W t M Z D- J ❑ LLI Y U) UOf C7 zZ 0 W d LL LL. 0 LL 0 a� o IY i I ag D w0 > y � z 3 c = o G U) PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-9 SHEET 9 OF 2 1 z N O N N m 3 IJ N C U7 O O co co O N N a c a> 2 0 co CD M O Q U U) LLI J_ LL N It 6i W H N CD N N N W r m W 2 0 N O U m N cq M � C NOOK � `� a N 0 co E N o —..._,--._—_ .------ ® (9I �— --- ------ � ®__._.__�_.__---__. __..._. ---__.. — ——___..__.—..---._—._ ( I of00 coco U - I *� (( COVERED PORCH i i v .o N KITCHEN I � _N cq 0 py N ' — L 1 nj [00 � 131 I I o I _ I. � � 3 111 — �ry Ric— Zm.,...,_,._._,.... O m LU 7 d LU f345 CFM I' I I I eI � GREAT ROOM (j MASTER BEDROOM s 55 I I I 159 ` 00 1 5„0 I I I I• ui `• l �;7 1 7" 0 ell I I DINING 16/10 I I ' E 7„0 1 12"0 II ( 4,.0 9,.0 4"0 7„4"0 4„ 0 L... ._ _. ...__ .__.. _...... _ ._...___ ._ ! ..... ,.�._ ,.._ ..,_ __ _ -,... _ _.. _ — _ ...._ _.._ _ ._._.. _. ............ ._ ___ -. W.I.C. i 16"0 �a — S/D _...,_.. EF-1 OR R.. EF AHU-1 S/D W.I.C. I 3.5-TON I I I i ( ...I Nw I ,0 BAT 5 1283 CFM._._ 1__. _ _ _ __, — i x c¢9 I 16/14 P A 4^0 S.A.D. r.. A _ f FOYER � W.I.C. 6 E a {j .�� o EF + ULI 15 EF-1.k . S/D5"0 TO W C.VO 2Rf,Ab IEF-15"0 T01W.C. 6 .. 5"0 I OR R.C. a/^''i �D N 109 iLU ' t I I BATH #1 LL '4 0 DRYE2 EXHAUST B GUEST BEDROOM 'DUCT To C. OR R.d, w 45 EF-1 W/ BU SCREEN ( _ _, ,w_wm., 5"0 TO W.C. 246 nJ OR R.C. W �\ 2 0 LAUNDRY q EF// Lu 12"x 12" I W - 0e CFM OFFICE - - N U) COVERED PORCH � m I CU-2 ; cn 2.5-TON M_ _ _ _ _ — —in, FILE COPY 00 Q L < REVIEWED FOR o CODE COMPLIANCE 0 m ST. LUCIE COUN BOCC UU-1 7 i� I zz � w �- 3.5-TON ® 2 CAR GARAGE �% L L z U a �> a J J Ng a U J z �a W= m �U Z a Na �W 3 J PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. m - 1 SHEET 11 OF 21 eoo;gv egE„w�o4 AaOEOd 0 3 n ° m W 0 N Qco 0 H � a as N O LO w F- N O N N w H Q W H n r i 3 CL w 5 N 0) CD N 0 co ED EM O CN 0- w a c 0 (D M O N U_ li J W NOTE: PROVIDE 30" CLEARANCE AROUND ALL UNIT SIDES. LOCK INCLINED WOOD TRUSS �) LOCK NUT WASHER RUBBER GROMMET 11/2" x 11/2" DETAIL NO. 1 CONDENSING UNIT RETURN AIR DUCT CONCRETE 4" THICK CONCRETE BASE (BY OTHERS) CARRIAGE BOLT NUT SPRING ISOLATOR AIR HANDLING UNIT UP TO 5 TON UNIT MAX 235 LBS. 3" x 1 112" x 1/4" THICK ANGLE IRON WOOD TRUSS (INCLINED) WASHER FLAT WASHER 3/8"0 THREADED ROD 3/8"0 THREADED ROD (TYP OF 4) SUPPLY AIR DUCT METAL STRAP FROM A.H.U. TO AUX. PAN (TYP OF 6) FLOAT SWITCH -� AUX. COND. DRAIN PAN W/ FLOAT SWITCH AIR HANDLER DETAIL �1 :E Likmas 12) #10 TAC SCRE SUCTION LINE W/1/2" ARMAFLEX INSULATION & BARRIER PRIMARY COND. NOT TO SCALE NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE, CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OR SECURING REQUIRMENTS IFMC 301.13.11 NO.Of SCREWS CONDENSING UNIT HEIGHT 2 12" - 24" 3 24" - 36" ENGINEER GREATER THAN 36" SPECIFIED OR MORE THAN 5 TON SCREWS ARE TO BE #14 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301,13. REFR, LINES, RUN VERTICAL UP WALL, IN GALVINIZED HAT CHANNEL TO AIR HANDLER 1 LIQUID LINE W/O INSULATION MAX ANGLE 450 (TYP.) AIR CONDITIONING DATA QTY. UNIT N0, MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL 0/A HEAT SUCTION & LIQUID MODEL NO. MODEL NO. LINES 1 AHU/CU-1 NOX QUA ORR EQUAL ML14XC1-041-230A CBA27UHE-048-230 38.5 26.95 16 1283 100 1OKW PER MFG. 1 AHU/CU-2 NOX QUA ORREQUAL ML14XClSO30-230A CBA27UHE-030-230 29 20.3 16 967 0 7.5KW PER MFG. A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 2) PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT FOR EACH AHU/CU, AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL -AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN. SURFACE MOUNT DIFFUSER 0 SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 6" MIN. SURFACE MOUNT DIFFUSER D SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = B" MIN. SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 10" MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE 1. COORDINATE WITH ELECTRICAL CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT OF WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING. REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. INSULATED FLEX DUCT MAY BE USED AS ALTERNATE FOR LONG STRETCHES OF RIGID BOARD DUCT. ALTERNATE DUCT WORK SHALL BE DESIGNED WITH A STATIC PRESSURE CONSISTENT TO ALL SUPPLY OR RETURN DUCTS ATTACHED TO THE SYSTEM. 3. FIELD VERIFY REGISTER LOCATIONS WITH HOME OWNER BEFORE COMMENCEMENT OF WORK. D#3 � TURNING VANES M 3 �45° FLARED TAP WITH SHEET METAL / INTO TRUNK DUCT SCREW FASTENERS / \ VOLUME CONTR01 PROVIDE CLASS 1 FLEX DAMPER DUCT TO DIFFUSERS CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT INSULATED ROUND NECK CEILING DIFFUSER MAIN TRUNK DUCT FLEX -A' UL#MH1 DETAIL I IL CONDENSING UNIT DETAIL I NOT TO SCALE I NOA2 I SPIN VALVEJURNING VANE DETAIL I NOT TO SCALE I NOIL A4 NO.3 A/C LEGEND ® 4W - DIFFUSER ® iW - DIFFUSER TRANSITION L— MANUAL VOLUME DAMPER (M.V.D.) A_ FIRE DAMPER OTEMPERATURE & HUMIDITY CONTROL /SENSOR OAUXILIARY TEMPERATURE & HUMIDITY A /SENSOR L/S LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM ® AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE TE.D TOILET EXHAUST DUCT AVID AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT IN) NEW IE) EXISTING TO REMAIN (D) EXISTING TO BE DEMOLISH IR) EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP ON RETURN DUCT (UP & DOWN) ® UP ® ON EXHAUST DUCT (UP & DOWN) ® UP ® ON O/A DUCT (UP & DOWN) NEW DUCT - WIDTH x DEPTH — EXISTING DUCT - WIDTH x DI / . EXISTING DUCT TO BE I%,��/j% ,,,��"�°��� REMOVED- WIDTH x DEPTH 1) MAX DISTANCE 25 FT, UNLESS MFG SPEC FOR DRYER ) DRAWINGTTO BE USEDATO IMPARTTCONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN. DRYER VENT DETAIL SHT MTL JCT 1TL STUD OR A00D 2x4. 5/8" GYP BOARD DUCT GYP BOARD PT SOLE PLATE NOT TO SCALE AIR CONDITIONING SPECIFICATION GENERAL x DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB -CONTRACT. x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS, x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE, EQUIPMENT SHALL BE U.L. APPROVED. x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. x THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. x THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC. x THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. x A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS DUCT BOARD, TYPE 800 (UL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. x ALL DUCTWORK SHALL CONFORM TO S.M,A.C.N.A, STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS. x ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. x BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPLITTER DAMPERS. x ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. x CLAMP FLEXIBLE DUCTS TO COLLARS. CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. x ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. x ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED. INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. x AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS. REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS. INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. x SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. x MOUNT THERMOSTATS 4'-0" ABOVE FLOOR, UNLESS NOTED OTHERWISE. x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE. x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WHERE REQUIRED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES x CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS WITHIN 10 PERCENT OF THE DESIGN VALUES, SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. EXHAUST FAN DATA FAN # EF-1 MANUFACTURER GROAN QTXE080 BROAN QTXE110 CFM 80 110 E.S.P. IN. WG. 0.100 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - - 12DO 1200 ELECTRIC V/O/HZ 120/1/60 0.4 AMPS 120/1/60 0.4 AMPS OPERATING WEIGHT 13.2 LBS 12.8 LBS ACCESS. - BACKORAFT DAMPER - ROOF CURB TYPE - FIRESTAT - DISCONNECT SWITCH - SPEED CONTROL - OCCUPANCY SENSOR X x - - - - - - _ REMARKS x 6"0 SHEET METAL DUCT, x SEE PLANS FOR TERMINATION. x TIE TO LTS. x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. REDUCER BOX-R N.T.S. TERMINATION BOX-T NOTE: REDUCER AND TERMINATION BOXES TO BE 2"BIGGER THAN LARGEST DUCT ENTERING IT, COORDINATE PLACEMENT OF ALL DUCT WORK WITH OTHER TRADES PRIOR TO INSTALLATION. FILE COPY REVIEWED FOR CODE COMPLIANCE STLUCIE COUNTY BOCC U� [ v 1 Z4 U N CT) � a1 m ❑ m U I � a u(a 0 N CO p{ N 2 GO rW�1 O GO 7 o L> "' W 0) m E M U Xk m Q 0 U o y SW ix c* N :7 N _ C IF Sy°s'a u LrJ 3Nvk a A O O e=OL r q'm=d N W O N Q 00 N O W ~ U) (if Cn LU — a as F- W W 7- Co a W W U m Cn m r a U) N � � O m co W m ILL J o Li U ❑ UU Cn Al W _r U —7 U� c (O H O �; J J N Q _U _0J Z w= m W 3 g C PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. M-3 SHEET 1 3 OF 2 1 C d Lo N O Ln r N O N NN r W 2 N c N O O M O d W c a� 0 (D M O U U) 111 J_ LL FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ry N U W I O U gyp\ Oi W a) cn E 4�___' O 0 M T U � N Q W U 0 w pOca°' N y E 3 $ 2 a x 0 °^ W 2 N W O N Q 00 p N 0 w ~ � of U) of (/1 W - a LU as W W U) w W W O m (n m w W K a U) N a a � 00 rn o O O Ll_ L } m ww W U W Q) w Z =i L) c -p p z N > C=7 J J Nm � � U J_ w � �U > z C ti W 3 G W o N PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-1 SHEET 1 4 OF 21 N O N N n w r m a W 2 N C N O co CD a w 5 N a) o (o O co 6 0 0 U_ U) LLl _J LL FILE COPY REVIEWED FOR COME COMPLIANCE ST. LUCIE COUNTY BOCC "-7 lrl IZ-L L 1 N O M+ 1 O to E M U ` --J ( N Q 0 U o y v Aft N N N N 04 /y N uj veer r v rv� H Z m OW a� Sk co � O E��Nam.a°n C y Fg AOuovc'oa N W O N Q OD N N O W ~ (n fn w - a as w w u W Lli N (n m O O K a in ` 5 N a a � O am M 0 Q 0 0 OJ 0' O LL J LL 0 m Z W N cl) U 0' � z W c=i V� w_ a c -p 0LL z a) m J C) c: =U z c< W 3 Q PROJ.NO. 20-3660 DATE 02125/2021 SHEET NO. E-2 SHEET 1 5 OF 21 CD LO v N O N N W H Q m 3 a a w 5 N U7 a c N O M O d W N N a c a� 0 fD (D M O ❑ ❑ Q U di J_ IL 5 n LO 0 0 w H Q 0 m 3 a d w 5 N N C N O O O M O CN d w 2 N N C O O O M O 0 0 Q U U) I CL O O O LC) W 2 i m 3 a Cl W N a) a C m O O Cy) M O a W g aa)) a c 0 (o O M O 0 U U) w J RESIDENTIAL LOAD CALCULATIONS PER NEC-220.82 (A) (B) (C) FOR ENTIRE HOUSE APPROXIMATE SQUARE FOOTAGE = 4069 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 4,069 SO. FT. x 3 VA 12.2 KVA (5) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH 7.5 KVA (7) BATH EXHUAST 0.7 KVA (1) SITE LIGHTING PANEL (OPTIONAL) 1.2 KVA 13) REFRIGERATOR 2.4 KVA (1) MICROWAVE 1.6 KVA (1) GAS RANGE/ OVEN 0.4 KVA (1) RANGE HOOD 1.2 KVA (1) DISH WASHER 1.6 KVA (1) DRYER 5.0 KVA (1) WASHER 1.1 KVA (2) GAS TANKLESS WATER HEATER x2 0.4 KVA (0) RESERVED 0.2 KVA (1) IRRIGATION 2.4 KVA (1) GARAGE DOOR OPENER 1.2 KVA (0) RESERVED 0.0 KVA (0) RESERVED 0.0 KVA %LAUNDRY SMALL APPLIANCE INCLUDED TOTAL 1 39.1 300 AMP SERVICE KVA FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 29.1 KVA @ 40% 11.7 KVA AIR CONDITIONING -LG MOTOR(2.1) (0100% 2.1 KVA LARGEST MOTOR (2.4 KVA)@ 125% 3.0 KVA HEAT STRIPS ( 17.5KVA) @ 100% 17.5 KVA FUTURE POOL 6.5 KVA FUTURE BARN 8.3 KVA TOTAL PANEL 59.1 KVA PANEL SIZE I 59.1 KVA / 240V) = 247 AMPS EXTERIOR PNL-A 120/240V 10 3W 300A MLO (3) 350 CU THWN & (1) #2 GND IN 2" C. _GRADE 1 # 2 Cu 1 # 2 CU - BOND T0­1�7 FOOTER STEEL ELECTRICAL NOTES: 1) NEW TYPEWRITTEN CIRCUIT IDENTIFICATION MUST BE ON PANEL BOARDS A & C. 2) ALL 20 AMP SINGLE POLE BREAKERS SHALL BE EITHER GFCI OR AFCI TYPE OR COMBO.. 3) ALL 120V RECEPTACLES IN LIVING/SLEEPING AREAS SHALL BE TAMPER RESISTANT 4) EXTERIOR 120V RECEPTACLES SHALL BE WATER PROOF GFCI, WIRE METHOD: -CONDUCTORS SHALL BE THHN/THWN. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO. 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. NEW CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. -NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL NEW CONDUCTORS SHALL BE COPPER. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT. IN DRY LOCATIONS "NM" CABLE MAY BE USED IN ACCORDANCE WITH NEC RESTRICTIONS AND REQUIREMENTS. EXPOSED ABOVE GRADE CONDUIT MAY BE "RMC", ' GRC", "IMC", "EMT" OR "FMC". "LFNC" SHALL BE USED FOR CU'S AND WATER HEATERS. -"FMC" AND "NM" LENGTHS IN EXCESS OF 6' SHALL HAVE A SEPARATE GROUNDING CONDUCTOR, UNLESS UL LISTED AS APPROVED FOR GROUNDING AT THE INSTALLED LENGTH, INTERIOR GARAGE 120/240V 0 5/8"Ox10FT GND ROD TO UTILITY XFMR (3) 350 CU THWN IN 2" C. OR PER UTILITY BOND TO C.W.P. ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES, 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C. 2017 EDITION) AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED, 4. OUTLET BOXES SHALL BE RESIDENTIAL GRADE TAMPER RESISTANT IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 7. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. 8. ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE, 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR. 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY. 11. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE, THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 12. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION, 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE BY CONTRACTOR AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED, 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17. CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 18. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATION, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 3. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION. 4. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CON.:CTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS, 5, AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC, ELECTRICAL SYMBOL LEGEND 4 110V RECEPTACLE W 110V SWITCHED RECEPTACLE J4 QUAD-PLEX RECEPTACLE 08 WP WATER PROOF RECEPTACLE fi GFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ® 220V RECEPTACLE O FLOOR RECEPTACLE JO JUNCTION BOX COLLECTION BOX FOR CONDUCTORS ABOVE CEILING - NO ACCESS IS REQUIRED STRUCTURED CABLE A TELEPHONE JACK CCU DISCONNECT C� ELECTRICAL CIRCUIT BREAKER 0 ELECTRICAL PANEL MAIN DISTRIBUTION PANEL B DATA/TELEPHONE HUB m FIRE ALARM PANEL ELECTRICAL METER EF EXHAUST FAN COMBINATION ® WALL MOUNTED SMOKE DETECTOR CARBON MONOXIDE DETECTOR COMBINATION S/D CEILING MOUNTED SMOKE & CARBON MONOXIDE DETECTOR THERMOSTAT p PUSH BUTTON -GARAGE DR OPENER GARAGE DOOR OPENER © RECIRCULATING PUMP CEILING FAN W/ JUNCTION 80X I OWNER SELECTED j� CHANDELIER LIGHTING FIXTURE OWNER SELECTED, 15OW MAX @ RECESSED LIGHTING FIXTURE OWNER SELECTED, 32W MAX RECESSED LIGHTING FIXTURE OVP OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION MICRO RECESSED LIGHTING FIXTURE @o OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION 6.EB EYEBALL FIXTURE/ART LIGHT CEILING MOUNT LIGHTING FIXTURE OWNER SELECTED, 42W MAX PENDANT LIGHTING FIXTURE OWNER SELECTED, 42W MAX 4' SURFACE MOUNT FLUORESCENT o FIXTURE W/ (2) T-8 LAMPS OWNER SELECTED, 64W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX EXTERIOR STEP LIGHT o POURED IN STEPS OWNER SELECTED, 32W MAX 4 EXTERIOR WALL MOUNT FIXTURE OWNER SELECTED, 42W MAX CT VANITY FIXTURE S OWNER SELECTED, 42W MAX CFL FLOOD LIGHT OWNER SELECTED 15OW MAX SWITCH BANK -OWNER VERIFY TYPES & LOCATIONS @ $3 3-WAY SWITCH $4 4-WAY SWITCH $D DIMMER SWITCH ® CHIMES KP LOW VOLTAGE KEY PAD ® MOTION SENSOR Q TIME CLOCK 105 LOW VOLTAGE NUMBER U.C. UNDER COUNTER C.M. CEILING MOUNTED A.F.F. ABOVE FINISHED FLOOR NOTE: -RECEPTACLES SHALL BE MOUNTED IN BASEBOARDS -SWITCHES SHALL BE MOUNTED AT 48" -ALL LIGHTING FIXTURES SHALL BE 120V AND UL LISTED FOR THE LOCATION AND USE. -ALL SIWITCHINGY& AUTOMATION PER OWNER/ G.C. FREVIEWED FOR FILE COPY CODE COMPLIANCE ST. LUCIE COUNTY BOCC Z 11 mrf 0 v ii o i {x < o: 0 to p �.-S.01 p �.-S.01 c OL V C� U V v �LAgO 4+� F Oyp+�b4O m� N wco p N 0 N 0 UJ F- Z) 2 LU cn - D- as H W w Co a w m Cn N aD O m 0 w 0 a a M Q ' CL' O J w W m LLI J U W W U Ua = U 06 (1) 06 O LL Cn (n _ W ~ (D❑ 12 i Z Nm g N U Q NW 3 o� �w PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-5 SHEET 1 8 OF 21 W W I- Q rn 3 a a w 2 N N a c N O O O M O Q. W N N a c 0 m ca M O 0 0 Q U fn di J_ LL 2 ti 6 v N O N N N m 3 w 2 N N C N O O O M O N d W N N C N O O O M O 0 Q U U) e V 1 z rn 3 L w 2 N N C N O O O M O a w N N a C N O O O co O ❑ Q U_ 111 J LL d N M r W q3 z N N 0 N 00 co ili I-- Q w O) N N C N CD cc M O N N O a c cm G CO CO 0 N Q C O E U O 0 E O U y m �U O to to Q O L 0n Vl m f0 i En 1n 0 CU W J LL TIE -BEAM OR DOUBLE BOND BEAM \ q 12"O.C. MAX JJI MAX I a ROWS OF (2) 1/4" o TAPCONS INTO GROUTED MASONRY W/2"EMBED (TYP.) - MIN. (3) ALL SIDES P.T. BUCK AS REQ. BY MANUFACTURER -- CMU MASONRY WINDOW BUCK ATTACHMENT SCALE: 3/4' = V-0" *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS e„ (1)#5 THAN 7' WIDTHS T TO 8�� (2) #3 SIDE BY SIDE LESS THAN 10' WIDTHS 10' TO 12�� (q) #3 SIDE BY SIDE LESS THAN 15' -; TIE BEAM OR DOUBLE BOND BEAM r; 4,. ` 12" O.C. MAX, MAX p o < ROWS OF (2) 1/4" TAPCONS INTO GROUTED iu MASONRY Wl2"EMBED (TYP.) - MIN. (3) ALL SIDES L PT BUCK AS RED. BY MANUFACTURER CMU . _... MASONRY DOOR BUCK ATTACHMENT SCALE: 3/4' = V-0" 'NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). �IE-BEAM OR DOUBLE IOND BEAM 10" ACI HOOKS @ EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) CMU W/ 9GA. LADDER BLOCKING @ EVERY OTHER COURSE 10" ACI HOOKS @ EACH BAR SECURE UNDERNEATH BOTTOM CONT. STEEL SLAWFOUNDATION - SEE DETAILS TYPICAL CMU (BLOCK) OPENING REINFORCEMENT SCALE: 3/4" = 1'-0" 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR A/C COMPRESSOR LANH UE EAEND TO CONC. 3" EMBED EXP. OLD -DOWN TAB OF CABLE W/ S OR CABLE E PAD it c. it u �A/C TIE -DOWN DETAIL S-3 SCALE: 1" = V-0" 6 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO 2X P.T. E3UCK MASONRY SILL (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING &JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL WINDOW WATERPROOFING DETAIL SCALE: 1" = 1'4" P.TRUS DOUBLE BOND E PORCI 10" ACI HOOKS @ 8"X8"OR 16 BLOCK COLUMN (2) # 5 BARS FC (4) #5 BARS FOF FILLED COLUMN FOI (2) # 5 VERT. FOR 12" C VERT. DOW 16" COL. 10" ACI HOOKS C SECURE UI` BOTTOM C 4" CONCRETE S W1.41WIA WWM OR ON 6 MIL. VAPOR E -" WELL COMPACTED, TF FOUNDATION _ - C 3': E/ i( E. 'X A R 1 2: Dc 01 V RI E D Dr -A FII IAI EE NI 0 /lFft TEARING J W W M OVER ¢ m IPENING a O :. 0 kCH BAR w 16" CMU -PORCH I" COL. & Y' O.C. IN EE PLAN PACING) WN ROD & (4) #5 20D FOR !F. PLAN) 4CH BAR "RNEATH T. STEEL z W U 3 W/6X6 - IERMESH a rn ZRIER ON ,TED FILL a � io (V 2F. PLAN) PORCH BEAM TIE-IN DETAIL S-3 SCALE: 3/4" = V-0" (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS, BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET Wl5"EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER Z_ N W •- i #5 VERT. BAR IN FILLED CELL (TYP.) 4 GARAGE BUCK DETAIL S3 T. = 11-0„ 7 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) POLYURETHANE SEALANT (BY CONTRACTOR) EXTERIOR SILL NOSING FINISH MATERIAL, PITCH SILL AWAY FROM DOOR CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIRIWATER DAM @ SHIM GAP (BY CONTRACTOR) FINISH FLOOR SLAB RECESS CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND RESULTING BEAM HEIGHTS ALL EXTERIOR DOORS MUST BE SET IN A RECESS. VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING SLAB DOOR WATERPROOFING DETAIL SCALE: 1" = V-0" (1) SYP. TOP PLATEATE ATTACHED TO T EA. TRUSS USING 16d i/2" GYP. BD. NAILS DRYWALL @ CEILING 0 O N, M � m o ® a - m D U m 0 p o m o> NON -LOAD BEARING @ FRAMED WALL 4 ooj o 0 E o 0 O 2X4/6 FIR. BLOCKING 0 U o ❑ Z � 0 QLm m N L N 10 N ® N 2X4l6 WOOD STUD N � WALL @ 16" O.C. r r ® (1) P.T. 2 X 4/6 SYP. LD BOTTOM PLATE W/ 8d z t CASE HARDENED NAILS U m @ 18" O.C. 1/2" GYP. BD. W DRYWALL EA. 0- SIDE OF WALL CONCRETE SLAB/FLOOR FRAMING INTERIOR NON -LOAD BEARING WALL RCAI F VA" = V-0" NUIt: N YMuv WCVSR"I ML MJ Onn NSIONS. AT ALL CORNERS, EA, SIDE OF WINDOWS FOR ALL DIME= - � I it & DOORS & @ 4' O.C. MAX. �/ I F �� STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN SCALE: 1/4" = 1'-0" o a• Ham• � � Z � � j= �� o,XO/i p\\\`\ c a �iC49j q9 _ T •+ y C E� C v Eb E05a° E eoo3. 5 N N 11J N N N N N O ❑ � cD 0 o O z H- 1 Z O ❑ W a o w J It m as L- LIJ W cn W W U W m (n m 0 K U) a a N 0) 0) V J M Q � ❑ LJ./ o J 0 m LL Z o U J w 0 w W W m 0 U a 06 O LL Q 0 LLI m m J � > WU > 0Q _ m 3Q 5 J cc G G H in Q L— PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-3 3 21 SHEET OF / STONE VENEER, TBS BY OWNER �❑ Fill ❑ ❑❑ 0 m ® 13 MW ggqx o = 4 m o nnnn FRONT ELEVATION SCALE: iW - T-0" iT ELEVATION IF = 1'-0" ZEAR ELEVATION .ALE: 1/8" - 1'-0" !FT ELEVATION LE: 1/8" = l'-0" x c� w Q 0p N = 0 n AKUMI I tU I UKAL -I J I rLUUK t'LAIN SCALE:1/4" = V-0" W J N p CD \{� N N t.....J C; M `7�V2 Ua ra+ ai 0 v a © Nm N O (� O 0- V 1 of 0) J M Q N U o n N O 00 = f` N N N cq LU F Om W a� ` �A i= . 0 6 �A 4t • O ®�7 OaO U •$ q s n v'� o �gZU183 F'l 80 0 Gt � W N N N N N N i I 9 O O O W = H W m C) N 0. 0. lz J m w an W W U) W UU) (n m W r^ a. U) N Z 0 -' rn Q chi � J W � 0 °6 J LL Z 'm L g❑ Al W O U U a 0 N LL. -2 0 J m ~ N ia)g U C 0 W m NV 3 Q 2 m a o PROD. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 SHEET 7 OF 21 a 00 LO co r W I— N N O N co CD 3 fJ O c C N O CD NN N O 'O C N PE C O E E O U Y U O N O Q 06 tf O L U) f6 H y a) N N 7 W J_ W a O N M T 6i 2 i N N O N OD w C 0 E E O U cu m 0 0 (n a 06 O L 'm m N L (V O U LLl J LL (2) 3/8" THICK BEADS OF POLYURETHANE 2X P.T. BUCK SEALANT BEHIND BUCKS (BY BUCK (2) 3/8" THICK BEADS OF POLYURETHANE INSTALLER) TIE -BEAM OR DOUBLE BOND BEAM �. TIE; -BEAM OR DOUBLE BOND BEAM 2X P T BUCK SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF POLYURETHANE (1) 2 X 4/6 #2 SYP. TOP SEALANT (INSTALLED BY WINDOW CONTINUOUS BEAD OF WATER PLATE ATTACHED TO \\\ CONTINUOUS BEAD OF POLYURETHANE INSTALLER) RESISTANT SEALANT AT MASONRYIBUCK a 12"O.C. 4" 12" O C SEALANT (INSTALLED BY WINDOW EA. TRUSS USING NAILS 1/2" GYP. BD. _ I� CONTINUOUS BEAD OF WATER JOINT AT INTERIOR/EXTERIOR DRYWALL @ i " MAXI v'� INSTALLER \ NAILS MAX I I MAX. �— ) ,. RESISTANT SEALANT AT MASONRY/BUCK SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER) CEILING p JOINT AT INTERIOR/EXTERIOR AND : N 0 -- - - SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER) T N N --- - -: CMU WATER RESISTANT COATING m ROWS OF 2 1/4" ° ROWS OF 2 1/4" N "' ON MASONRY OPENING JAMBS (BY co a O o'� O o'� I CONTRACTOR) TAPCONS INTO GROUTED N 2 TAPCONS INTO GROUTED _ CMU WATER RESISTANT COATING ® o MASONRY W/ 2" EMBED MASONRY W/ 2" EMBED - ) ( POLYURETHANE SEALANT (j m LL (TYP.) - MIN. (3) ALL SIDES (TYP.) - MIN. (3) ALL SIDES ON JAMBS BY (BY CONTRACTOR) I'i u a POLYURETHANE SEALANT 'n m (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT N m A CONTINUOUS BEAD OF SEALANT O IRIWATER DAM @ SHIM GAP (BY N p .« CONTRACTOR) I AIRNVATER DAM @SHIM GAP (BY Oo N CONTINUOUS BEAD OF POLYURETHANE - CONTRACTOR) w r > POLYURETHANE SEALANT v~i SEALANT (INSTALLED BY WINDOW (BY CONTRACTOR INSTALLER) - CONTINUOUS BEAD OF WATER' J` FINISH FLOOR NON -LOAD BEARING @ P.T. BUCK AS REQ. BY PT BUCK AS REQ. BY *� FRAMED WALL o MANUFACTURER MANUFACTURER \\\ -- "" RESISTANT SEALANT AT MASONRY/BUCK EXTERIOR SILL NOSING o SOLID INFILL OF STUCCO JOINT AT INTERIOR/EXTERIOR AND FINISH MATERIAL, PITCH - 0) CORNER JOINTS (BY BUCK INSTALLER) SILL AWAY FROM DOOR SLAB RECESS 0 0 -" CMU - - CMU -- 2X P.T. BUCK M o CMU WATER RESISTANT COATING CMU WATER RESISTANT COATING O N ON MASONRY OPENING JAMBS (BY ON MASONRY OPENING JAMBS (BY OJ Q .� (2) 3/8" THICK BEADS OF POLYURETHANE CONTRACTOR) CONTRACTOR) 2 X 4/6 FIRE BLOCKING o U o MASONRY SILL SEALANT BEHIND BUCKS (BY BUCK INSTALLER) N NOTES: .�U. • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT . N O NOTES: COMPOUND" OR EQUAL m co = WATER RESISTANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL N r N COMPOUND" OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX _ cn '- • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL BY TREMCO OR EQUAL 2 X 4/6 WOOD STUD P' N • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND WALL @ 16" O.C. N 3 - --- BY TREMCO OR EQUAL RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING (1) P.T. 2 X 4/6 SYP. SLAB BOTTOM PLATE W/ 8d Eyj H — WINDOW WATERPROOFING DETAIL DOOR WATERPROOFING DETAIL CASEHARDEN��EDB O.C.I1/2"GYP. BD. O W SCALE: 1" = V-0" SCALE: 1" = V-0" DRYWALL EA. d MASONRY WINDOW BUCK ATTACHMENT MASONRY DOOR BUCK ATTACHMENT CONCRETE SLAB/FLOOR SIDE OF WALL SCALE: 3/4' = V-0" SCALE: 3/4' = V-0" FRAMING "NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES (AS NOTED IN THESE PLANS). REQUIRED (AS NOTED IN THESE PLANS). TIE -BEAM OR DOUBLE BOND BEAM C. 10" ACI HOOKS @ EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) CMU W/ 9GA. LADDER BLOCKING @ EVERY OTHER COURSE 10" ACI HOOKS @ EACH BAR SECURE UNDERNEATH BOTTOM CONT. STEEL SLAB/FOUNDATION - SEE DETAILS SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS e. (1)#5 THAN 7' WIDTHS TTO B.. (2)#3 SIDE BYSIDE LESS THAN 10' WIDTHS 10' TO 12" (4)#3 SIDE BY SIDE LESS THAN 15' 1= TYPICAL CMU (BLOCK) OPENING REINFORCEMENT SCALE: 3/4" = V-0" 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR A/C COMPRESSOR SECURE EA, END TO CONC. PAD W/ 5/8" X 3" EMBED EXP. ANCHOR & HOLD-DOWN TAB CRIMP ENDS OF CABLE W/ LEAD SLEEVES OR CABLE CLAMPS 4" CONCRETE PAD �A/C TIE -DOWN DETAIL S-3 SCALE: 1" = V-0" TRU DOUBLE BOND POR( 10" ACI HOOKS 8"X8"OR1 BLOCK COLUM (2) # 5 BARS FI (4) #5 BARS FO FILLED COLUMI FC (2) # 5 VERT. FOR 12" VERT. DOV 16" COL. 10" ACI HOOKS SECURE UI BOTTOM C 4"CONCRETE E W1.4NV1.4 WWM OR ON 6 MIL. VAPOR I ! WELL COMPACTED, TF FOUNDATION Z 3S E BEP )H ( J E/ i" X J Al )RE R 1f J (S RS DO :OL fN F (RE P E/ JDE ON LAE FIB 3AR ;EA' (RE Z EARING w Lo M OVER w m OPENING a0 0 ,CH BAR - O w 16" CMU PORCH " COL. & " O.C. IN EE PLAN 'ACING) /VN ROD & (4) #5 OD FOR °.PLAN) ,CH BAR RNEATH . STEEL Z W/6X6 - 'RMESH w w 21ER ON 'ED FILL a S io fV °. PLAN) PORCH BEAM TIE-IN DETAIL S-3 SCALE: 3/4" = V-0" (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS. BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER • #5 VERT. BAR IN FILLED CELL (TYP.) 4 GARAGE BUCK DETAIL S-3 T. = 11-011 0 M INTERIOR NON -LOAD BEARING WALL scAl F 4/4" = T-n" AT ALL CORNERS, EA. SIDE OF WINDOWS I FOR ALL DIMENSIONS. & ALL & @ 4' O.C. MAX. STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" IL = q c B E 29�m o,^-' q a `" 3 aa-5o ox N N W N N N F- o Q 00 I- co p N N O r Lo 0 0 0 H- u) ZO LU1- W Lo 0- o LU of 0] x as F— LU LU 2 w U LU w m in m w a N a ¢ � 00 D7 It U) J co a w d' p OJ o > LL Z m ❑ U J w Y u w AS W m L) i U Q. Q 06 Nw oiS O LLI �(D/ ; m I.L IN J -J J F- c w U m C _ 0' m Z 3 Q PROD. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-3 SHEET 3 OF 21 C N 0 N ti N W r ^, GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. RISK CATEGORY: II 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: <=25.0' 5. ROOF PITCH: 7/12 6. GCpi: t 0.18 7. WIDTH OF END ZONE: A = 4.0' 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST 9. WIND EXPOSURE: C 10. ADJUSTMENT FACTOR: 1.35 11, SUPERIMPOSED LOADS: FLOOR (DEAD) 20 PSF FLOOR (LIVE) 40 PSF ROOF (TOP CHORD DEAD) 15 PSF ROOF (TOP CHORD LIVE) 20 PSF ROOF (BOT. CHORD DEAD) 5 PSF WALL 55 PSF (REINF. CMU - NORMAL WEIGHT W/ VERT, CORES GROUTED @ 48" O.C.) 18 PSF (WOOD FRAME) 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED 15, MINIMUM SOIL BEARING PRESSURE IS 2,500 PSF PRESUMPTIVE CONCRETE NOTES: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 6. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. 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. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 1Z CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5,000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16., SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2020 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR m DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE a REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 6 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. NN 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. o TIMBER NOTES: 0 m 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF O TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND 0 DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING 0 CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA Q BUILDING CODE, 7TH EDITION. () 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO di PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS J WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 1.3. ALL MEMBERS SHALL" BE A MINIMUM OF 2 X 4 #2 SYP. 1 A. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 1 Od RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. 3. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 1Od NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WIND LOAD DESIGN CRITERIA: 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 2. SEE ROOF PLAN FOR ZONE LOCATIONS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF, FOR 7:12 AND MORE ROOF PITCH ZONE AREA PRESSURE PRESSURE OVERHANG 1 10 54 28 N.A. 1 20 48 24 N.A. 1 50 40 19 N.A. 1 100 34 16 N.A. 2E 10 68 28 93 2E 20 52 24 77 2E 50 31 19 57 2E 100 31 16 57 2R 10 84 28 N.A. 2R 20 70 24 N.A. 2R 50 52 19 N.A. 2R 100 38 16 N.A. 3 10 95 28 120 3 20 70 24 96 3 50 38 19 63 3 1 100 38 16 63 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING. ETC 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE PRESSI IRE PRESSURE END 45 PSF 35 PSF INTERIOR 38 PSF 35 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 2E 94 PSF N.A. 2R/3 115 PSF N.A. SOFFITS: ZONE DESIGN PRESSURE 2 +36 / -39 PSF 3 +36 / -47 PSF �v I 2e I UO -- - - c--- - - - - --- -------------T---- --- \\ \�------------------ / I \ / I \ I \\ (: i 2r I / / 2r I / / - - - - - - 7 I / / I / / / O / I / / I I I I I I I I I I I I I I I I I I I O1 I 2r I I I I I I I I I II / V I 01 I / I 2r / / I / I 2r <\ O 2e \ I \ I 2r \ \ \ I / \ I <\ \\ \ \ \ I � 2e \ 2r 2r \ 2e I �----- - O I 3 1 I I-O_I _ 2e lO I (�3)O I ze � O 3 I �\ I \ I \ \I 2e I I I / \ I 1 I 2e I nl In ROOFZONES SCALE: N.T.S. �O SCANNED BY St. Lucie County 0211, , oei�qV CN N � n U n N rn y d co U-m aU LL UCa at V N m ( p\ N O V) o> 0�0 0) M U ` N 1➢Ioer � Q m U o N at' N 0 00 s 04 ° N N a � r a ui Z O W a3 SFtO!` 3: U 6 0; 0.** ............ T , � O•p C 9 E E' m u.m q8 m�Hr� E u"'w.a `o 3NC,c .5 d .23 ,. F- 3 n o a E o fie' YAKmzv N lll o N co 0 w ~ � U) co w krr_t m 0 o rn a N ¢ � 00 rn m 0 W 0 0 LU LLCn � m W Q o w Yi U w U '] A\ W Z C) Q 2 a Q -p O U) 06 �> LU F 0QQ0 z N J J w W m Z 3 Q CQi G (D o I- PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-1 SHEET 1 OF 21 (1) #5 VERT. BARS X ;.' FIBERMESH OR y WELDED WIRE (3) #5 BARS CONT. TOP @ FIBERMESH OR WELDED MESH. SEE FOUND. GARAGE RECESS WIRE MESH. SEE NOTES FOUND.NOTES - .F FOOTING REBAR SLOPE 3/4" FOOTING REBAR X x (3) #5 CONT. i'-2" (3) #5 CONT. x X It All X a +� Ch ' X 07 zi it (� c -- 2'-0„ 2'-0„ G1STORY EXTERIOR MONO. FTG. GARAGE DOOR RECESS MONO. FTG. -2 SCALE: 1" = V-0" S_2 SCALE: 1" = V-0" (1) #5 VERT. BARS (1) #5 HORIZ. CONT. r ` BARS IN CURB . >I FIBERMESH OR FIBERMESH OR �� WELDED WIRE E < WELDED WIRE >( MESH. SEE FOUND. .J NOTES MESH. SEE FOUND. r- � (1) #5 VERT. NOTES N BAR N(1) #5 BARS _ FOOTING REBAR FOOTING REBAR CONT. �- (3) #5 CONT. - (3) #5 CONT. C h �: N )� SLOPE X X X X `T /�X X X X— n a x a - _ i n i ' , 6 2 0 2 0 _ �TYP. INTERMEDIATE MONO. FTG. W/STEP �TYP. EXT. CONC. CURB MONO. FTG. S_2 SCALE: 1" = V-0" Cv_'2 SCALE: 1" = V-0" (1) #5 VERT. BARS FIBERMESH OR WELDED FIBERMESH OR WELDED 5/8" "J" BOLTS 24" O.C. & @ EA. WIRE MESH. SEE FOUND. WIRE MESH. SEE FOUND. CORNER, 5"EMBED @ FRAMED NOTES X NOTES WALLS (ONLY @ BEARING WALLS) (WHERE REQ.) I FOOTING REBAR ^ FOOTING REBAR (3) #5 CONT, (3) #5 CONT. x I- <I —x X X X x X— e; X X X— i r - G v ril -Pi 7 io v , 2,-0„ 2'-0„ �TYP. INTERMEDIATE MONO. FTG. �TYP. INTERMEDIATE MONO. FTG. S 2 SCALE: 1" = V-0" S 2 SCALE: 1" = V-0" FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES J-BOLTS @ 24" O.C. & EA. CORNER @ FRAMED WALL FOOTING REBAR (2) #5 CONT. TYPICAL RUNNING BOND 6„ BEAM IS (2) COURSE OF H OR U-BLOCK W/ (2) #5 BARS n .4 OR (1) #7 BAR CONT. EA. c ); COURSE x x x r-7777 , s Xi. • STD. OR RECESSED PRE -CAST ro LINTELS ABOVE WINDOWS, - --- v DOORS & LARGER SPANNING `-'-- OPENINGS W/(1)#5 BAR IN - > 5 PRE -CAST LINTEL POURED CONTIGUOUS WITH BOND BEAM ("CAST-CRETE"/"LOTTS" OR EQ.) V-81. �1INTERMEDIATE MONO. FTG. W/STEP �TYP. PRE -CAST LINTEL DETAIL S-2 SCALE: 1" = V-0" (1) #5 BARS CONT, 3" MIN. COVER C FIBERMESH OR SLOPE CONC, N WELDED WIRE MESH. TO DRAIN 2 SEE FOUND. NOTES O C O x M O ° x x x IN CD ..-) i- _: C I ( F. CD M SHOWER RECESS DETAIL O S_2 SCALE: 1" = V-0" cl ❑ (1) #5 HORIZ. UBAR CONT. i U) io IL 6" 11 6" THICKENED EDGE S-2 SCALE: 1" = V-0" SCALE: 1" = V-0" 10 12" THICKENED EDGE S-2 SCALE: 1" = V-0" 1 S-2 1 S-2 --------- ---- --- ■ ■ ■ TB24 ■ ■ ■ ■ ■ BB48 � BEAM IS N_ _._ __. ....... ._. UP -TURNED ■ // (2) #4 X 60" @ ALL ��• RE-ENTRANT CORNERS (TYP.) m 3 S-2 w IN I a O m ■ ■ BB48 (2) #4 X 60" @ ALL \ �\ 3 RE-ENTRANT S-2 CORNERS (TYP.) ■ s-2 . 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. ■ MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL _. ■ ._... ..... BB48 ...... ._.. 8" X 16' CMU BLOCK COLUMNS W/ (2) #5 BARS — 4 THICK CONCRETE FLOOR SLAB 3,000 P.S.I. MIN WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL j � m (2) #4 X 60" @ ALL I ■ RE-ENTRANT CORNERS (TYP.) ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH I ■ REINFORCED WITH 6" X 6" - W1.4M/1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL ,o Ica (2) #4 X 60" @ALL I I 1 (2) #4 X 60" @ALL g-2 RE-ENTRANT 5 RE-ENTRANT \� CORNERS (TYP.) - - S-2 \� CORNERS(TYR) ■ ■ - - - - 5 - BEAM IS 6 I - S-2 UP -TURNED 9 ■ ■ moll I %/ TB24 ■ g-2 6 ! ■ S-2 - - S 2 ■ - - S-2 // / m 4" TH!CK CONCRETE FLOOR SLAB, 3,000 P.S.I. 9Ll MIN. WITH TROWEL SMOOTH FINISH S-2 5 S 2 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. B REINFORCED WITH 6" X 6" - W1.4AN1.4 W.W. MIN. WITH TROWEL SMOOTH FINISH MESH OR FIBER MESH W/ 6 MIL VAPOR S-3 S-2 ■ BARRIER ON COMPACTED TREATED SOIL I ■ °J REINFORCED WITH EX 6" - 6 MIL AP W.W. Irl m MESH OR FIBER MESH W/ 6 MIL VAPOR \ BARRIER ON COMPACTED TREATED SOIL \ a (2) #4 X 60" @ ALL m - ■ ■ RS36 ■ ■ RE-ENTRANT CORNERS (TYP.) \_ - -I ■ S3 - - _� J ■ O L / J ■ ■ BB24 10 NJ BB24 In ■ ■ ■ ■ NJ BB24 ■ ■ S-2 11 S-2 m 16" X 16" CMU BLOCK 0 O'LL ri 0 ■ COLUMNS W/ (4) #5 BARS ■ ■ RB18 ■ ■ - 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. 10 MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. S-2 MESH OR FIBER MESH / 6 MIL VAPOR BARRIER ON COMPACTED TREAED SOIL w ■ O � 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. J m MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. 4" THICK CONCRETE EQUIPMENT SLABS, MESH OR FIBER MESH W/ 6 MIL VAPOR ■ 3,000 P.S.I. MIN. WITH BROOM FINISH BARRIER ON COMPACTED TREATED SOIL - REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. - ■ MESH OR FIBER MESH ON COMPACTED .a TREATED SOIL (TYP. FOR EQUIP. PADS) m 4 S-2 10 ■ . BB24 IN ■ ■ 2 s-2 NOTE: ■ PROVIDE VERTICAL #5 BAR NOTE: SEE FLOOR PLANS AT ALL CORNERS, EA. SIDE OF WINDOWS FOR ALL DIMENSIONS. STRUCTURAL 1ST FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" 4 S-2 BEAM NOTATION MARK TYPE BB BOND BEAM / LINTEL RADIUS BEAM - CAST IN PLACE / RB FORMED AND POURED TIE BEAM - CAST IN PLACE / FORMED TB AND POURED BEAM SCHEDULE MARK TOP ELEVATION SIZE REINFORCING SPACING WIDTH X DEPTH BOT. MID. TOP FORMED & POURED 10" W #5 CORNER BARS #3 TIES @ 12" RB18 14'-0" (MIN.) X 61"D (MIN.) CONC. 2 #5 245 2 #7 O.C. (6" O.C. 24" FROM EA. END) TIE -BEAM BB16 10'-0" CASTCRETE OR EQUAL 1 95 1 #7 #5 CORNER BARS LINTEL BF16 1T/1 B BB24 10'-0" / 12'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F24 1T/1 B BB48 12'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F48 1T/18 TB24 10'-0" / 12'-0" 8" W X 24" D C.I.P. 2 #5 2 #5 2 #5 #3 TIES @ 12" O.C. THROUGHOUT CONCRETE BEAM 1. EE = EACH END BAL. - BALANCE 2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE. 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE, 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL LINTELS) S � ° ° i' �1/y_ O i �� . 6e ° j C p 4 O ry a T Y'yE c2'2_ o m r�C m ra m E EO U p y U u9 01 t"3 6ovox A m N W p N co ❑ N r 0 Ui F /n a as h W W 2 � W m 0 o (fj a N W O U) J cM Q � Lij ❑ O J 06 > ILL. Z m W J w 0 [n W Z U ^' U d O ~ Q O z O N� D J � c: > wU ❑ > h z Fmgn og U) PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-2 2 21 SHEET OF i N O N ti N W 3 a IJ c a� 2 O CO M 0 N N 0) a C 0 (O (fl CN M O p p Q U U) I.LI J L.L. 2X P.T. BUCK (2) 3/8" THICK BEADS OF POLYURETHANE THICK BEADS OF SEALANT BEHIND BUCKS (BY BUCK � ° 2X P.T, BUCK POLYURETHANE AL ) _ 'V4 fi ° "' _ TI BEAMAR DOUBLE BOND BE ° 4 fi� q SEALANT BEHIND BUCKS (BY BUCK w' TIk BEAM.O_ R DOUBLE BOND BEAM 4 ° e i. INSTALLER) CONTINUOUS BEAD OF POLYURETHANE D. SEALANT(INSTALLED BY WINDOW CONTINUOUS BEAD OF WATER 1 2 X 4 2 SYP. TOP o A ER CONTINUOUS BEAD OF POLYURETHANE p INSTALLER) a (PLATE ATTACHED TO SEA ° `�a ° SEALANT (INSTALLED IN RESISTANT SEALANT AT MASONRY/BUCK a• 12"o.c. " � u "�a. � - " <` 1z° O.C.o c � "a� � - CONTINUOUS - EA. TRUES USING 16d - a BY INSTALLER) UOUS BEAD OF WATER JOINT AT INTERIOR/EXTERIOR AND NAILS DR GYP. B MAX. MAX.a MAX'MAX 4 D INSTALLER _ a <'� q .. , � W RESISTANT SEALANT AT MASONRY/BUCK SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER) DRYWALL @ °" 'a a _ JOINT AT INTERIOR/EXTERIOR AND CEILING Q TIN --- - " — SOLID INFILL OF STUCCO CORNER JOINTS (BY BUCK INSTALLER) WO / N O ................. _. .... ....... nn N N CMU WATER RESISTANT COATING IF u y e ON MASONRY OPENING JAMBS (BY ROWS OF (2) 1/4" o �I ROWS OF (2) 1/4" •� TAPCONS INTO GROUTED _ ., J .,,.,,...... TAPCONS INTO GROUTED E CMU WATER RESISTANT COATING CONTRACTOR) MASONRY W/ 2" EMBED MASONRY W/ 2" EMBED ON MASONRY OPENING JAMBS (BY ( �UL (TYP.) - MIN. 3) ALL SIDES (TYP.) - MIN. (3) ALL SIDES CONTRACTOR) POLYURETHANE CONTRACTOR) . �e.,/ d t POLYURETHANE SEALANT ---- (BY CONTRACTOR) I CONTINUOUS BEAD OF SEALANT O 0 N m AIR/WATER DAM @ SHIM GAP (BY CONTINUOUS BEAD OF SEALANT p ' CONTRACTOR) AIRANATER DAM @SHIM GAP (8Y C .., CONTINUOUS BEAD OF POLYURETHANE CONTRACTOR) w t` > �'- """'� POLYURETHANE SEALANT SEALANT (INSTALLED BY WINDOW (BY CONTRACTOR) INSTALLER) ^" FINISH FLOOR NON -LOAD BEARING Ud P.T. BUCK AS REQ. BY PT BUCK AS REQ. BY q "„�' . FRAMED WALL o MANUFACTURER----- MANUFACTURER ......... ......... - CONTINUOUS BEAD OF WATER ,_ a � ��� RESISTANT SEALANT AT MASONRY/BUCK EXTERIOR SILL NOSING " JOINT AT INTERIOR/EXTERIOR FINISH MATERIAL PITCH 4 w SOLID INFILL OF STUCCO - rn �I a CORNER JOINTS (BY BUCK INSTALLER) SILL AWAY FROM DOOR SLAB RECESS (D 0 -- CMU — CMU 2X P.T. BUCK m CMU WATER RESISTANT COATING CMU WATER RESISTANT COATING 0 ON MASONRY OPENING JAMBS (BY ON MASONRY OPENING JAMBS BY ¢ m (2) 3/8" THICK BEADS OF POLYURETHANE CONTRACTOR) CONTRACTOR ( 2 X 4/6 FIRE BLOCKING w 3 _ .......... .. ......... .......... _.. .......... ................ ....... ........,-. .... ....... MASONRY SILL SEALANT BEHIND BUCKS (BY BUCK ) cl U o INSTALLER) NOTES: N — • WATER RESISITANT SEALANTAT MASONRY &WOOD BUCKS TO 8E "TYVEK FLUID APPLIED FLASHING &JOINT l NOTES: COMPOUND" OR EQUAL .Y p 00 = """""'""` • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT . POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL t N N COMPOUND" OR EQUAL - . INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX y ANE _ • INTERIOR AFIRIWATERL SEALANT AT WINDOW FRAME IS ANT UNDER BUCKS & AT WINDOW BE TR MFLEX 834" SILICONIZED ACRYLFRAME TO BE "DYNOMIC 100" BY IC O LATEX . CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND BY TREMCO OR EQUAL 2 XWBA WOOD STUD L @ 16" O.C. - BY TREMCO OR EQUAL RESULTING BEAM HEIGHTS .� I� • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • 55 • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING (1) P.T. 2 X 4/6 SYP. ... ................. ._- SLAB BOTTOM PLATE W/ 8d 6J H CASE HARDENED NAILS Z co -- WINDOW WATERPROOFING DETAIL DOOR WATERPROOFING DETAIL @18"O.C. 1/2"GYP. BD. e o w SCALE: 1" = V-0" SCALE: 1" = V-0" DRYWALL EA. d 3 MASONRY WINDOW BUCK ATTACHMENT MASONRY DOOR BUCK ATTACHMENT CONCRETE SLAB/FLOOR SIDE OF WALL SCALE: 3/4' = V-0" SCALE: 3/4' = V-0" FRAMING "NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS "NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES (AS NOTED IN THESE PLANS). REQUIRED (AS NOTED IN THESE PLANS). -a ..A 4 -' . A fi u a G a4 -a e NEW FILL-IN OPENING (VARIOUS SIZES - SEE PLAN) TIE -BEAM OR DOUBLE BOND BEAM 4 10" ACI HOOKS @ EACH BAR #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) A 0 FORMED AND POURED SILL, SEE SCHEDULE W/ ° 10" ACI HOOKS EA. SIDE TIED TO VERT. STEEL (TYP.) CMU W/ 9GA. LADDER _ BLOCKING @ EVERY OTHER z COURSE 4 w U ar g ° 10" ACI HOOKS @ EACH BAR a SECURE UNDERNEATH BOTTOM.CONT. STEEL fV a SLAB/FOUNDATION - SEE IF DETAILS a SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS 8" (1)#5 THAN 7' WIDTHS 7' TO 8" (2) #3 SIDE BY SIDE LESS THAN 10' WIDTHS 10' TO 12 (q) #3 SIDE BY SIDE LESS THAN 15' TYPICAL CMU (BLO SCALE: 3/4" = V-0" OPENING REINFORCEMENT a a TRUSS - DOUBLE BOND BEA PORCH ^ 10" ACI HOOKS @ E 8"X8"OR 16"X BLOCK COLUMN A 3/16" DIA. STAINLESS CABLE TO BE PULLED TIGHT OVER A/C COMPRESSOR A/C COMPRESSOR SECURE EA. END TO CONC. I (5) 518" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. PAD W/ 5/8" X 3" EMBED EXP. WASHERS, BOLTS ARE TO BE EQUALLY ANCHOR & HOLD-DOWN TAB SPACED (6" FROM EACH END & 24" O.C. MAX.) CRIMP ENDS OF CABLE W/ I BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY LEAD SLEEVES OR CABLE SET W/ 5" EMBEDMENT. CLAMPS 2 X6 P.T. BUCK W/ 15 MIL BARRIER 4" CONCRETE PAD • • in lJ �+ � n l� • w I'----' #5 VERT. BAR IN FILLED CELL (TYP.) �A/C TIE -DOWN DETAIL w GARAGE BUCK DETAIL S_3 SCALE: 1" = V-0" 1"= 1'-0" T L 4 ? 4 Ed N 77 M OVER w w OPENING a0 F- O BAR 16" CMU PORCH "COL. & " O.C. IN EE PLAN PACING) WN ROD & (4) #5 OD FOR F. PLAN) BAR RNEATH STEEL 77 Z w W/6X6 - 5 ERMESH d U)BIER ON a ED FILL g N F. PLAN) 4 a 4 a fi PORCH BEAM TIE-IN DETAIL SCALE: 3/4" = V-0" i AT ALL CORNERS, EA. SIDE OF WINDOWS I FOR ALL DIMENSIONS,' & DOORS & @ 4' O.C. MAX. STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" INTERIOR NON -LOAD BEARING WALL SCALEr Sin° = r-n^ Z" 9 O ` 2 O, `5 Y, e §°E Yy"oC�' A.$y LfV Y�9 ip � Z N W N Q cb O N LU 0 H Z cn as LU as m w w K � a CYO rn U) 114- J M p W [Y p O � } U.- Z o w Y C) 0.. ,CD [LIY.I m U —7 W0 [L u or 06 0 Lim 2 Gf) W cu �; m I J CU _j J J (Y = = Z a PRO J. NO. 20-3660 DATE 02/25/2021 SHEET NO, S-3 SHEET 3 OF 2 1 PORCH BEAM TIE-IN DETAIL SCALE: 3/4" = V-0" i AT ALL CORNERS, EA. SIDE OF WINDOWS I FOR ALL DIMENSIONS,' & DOORS & @ 4' O.C. MAX. STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" INTERIOR NON -LOAD BEARING WALL SCALEr Sin° = r-n^ Z" 9 O ` 2 O, `5 Y, e §°E Yy"oC�' A.$y LfV Y�9 ip � Z N W N Q cb O N LU 0 H Z cn as LU as m w w K � a CYO rn U) 114- J M p W [Y p O � } U.- Z o w Y C) 0.. ,CD [LIY.I m U —7 W0 [L u or 06 0 Lim 2 Gf) W cu �; m I J CU _j J J (Y = = Z a PRO J. NO. 20-3660 DATE 02/25/2021 SHEET NO, S-3 SHEET 3 OF 2 1 m w w K � a CYO rn U) 114- J M p W [Y p O � } U.- Z o w Y C) 0.. ,CD [LIY.I m U —7 W0 [L u or 06 0 Lim 2 Gf) W cu �; m I J CU _j J J (Y = = Z a PRO J. NO. 20-3660 DATE 02/25/2021 SHEET NO, S-3 SHEET 3 OF 2 1 12 METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" COX 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. 7 AT SEAMS & 6" O.C. IN FIELD z N O N N W a N 0) c 0J O O (.0 O N N W a C 0) O co co M O N 0 Q _) VJ di J LL PRE-ENGINEERED WOOD TRUSSES @ 24" O.0 6" TRUSS HEEL (UNLESS DIRECTED U coo OTHERWISE) N N r HURRICANE STRAP @ EA. TRUSS - PER (n v c ICYNENE R-30 (.�.. SCHEDULE & LAYOUT INSULATION PER • LL REPORT #ESR-1826 ..-.� J U a) N to 1 I h 'N V) > .' z'-o^ O.H. TYP. 1/2" GYP. BD. DRYWALL "^' ■ ;� ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER m 2 X 8 SUB -FASCIA to E ATTACHED TO TRUSSES CD 0 M W/ (3) 16d NAILS EA. TRUSS vi NON -VENTED HARDIE SOFFIT `/�) Q� V (SEE PRODUCT APPROVAL) l/vr �y Qy O DOUBLE BOND BEAM W/64 N N (2) COURSES H-BLOCK `" ') WITH (1) #5 BARS CONT. .., ;( EACH COURSE r 2°'� v, ccicq .��.� 3/4" PT FURRING STRIPS @ 24" O.C. N (TYP.) W/ R5 MIN. INSULATION 1/2"" W - ZO DRYWALL (TYP.) 03Ld LEDGER ATTACHED TO CMU W/ 5/8" X 6" EMBED "J" BOLT @ 24" O.C. EA. NAIL FLOOR PLYWOOD AT 4" O.C.@EA. 2 X6 3/4" T&G COX FLOOR SHEATHING ATTACHED W/ 10d RING -SHANK NAILS @ 4" O.C. @ THE EDGES & 8" O.C. IN THE FIELD PRE-ENGINEERED 24" DEEP FLOOR TRUSSES @ 24" O.C. SPRAY CAVITY W/ INSULATION 2 X 4 PT PLATE ATTACHED W/ 1/4" X 2" EMBED. TAPCONS @ EA. END & 24" STAGGERED CENTERS THROUGHOUT DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1)#5 BARS CONT. EACH COURSE ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE (1) #5 VERT. BARS METAL ROOF (SEE PRODUCT APPROVAL) 2 12 OVER 159 UNDERLAYMENT OVER 5/8" COX uj U , 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. a a. _j ;� ; AT SEAMS & 6" O.C. IN FIELD f J PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. f) x f 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) (2) COURSE "H" BLOCK AT MID -HEIGHT (12-0" MAX.), (2) #5 CONT. OR (1) #7 EA. COURSE, �'....0 HURRICANE STRAP @ EA. TRUSS - PER CONT. POUR ICYNENE R-30 INSULATION PER C' SCHEDULE & LAYOUT REPORT#ESR-1826 4:0., 2'-0" O.H. TYP. 112" GYP. BD. DRYWALL ALUM. DRIP EDGE OVER (1) #5 VERT. BARS ■ ■ x 1 X 2 CEDAR FASCIA OVER ` ; 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES x 7,� - ', W/ (3)16d NAILS EA. TRUSS - a. .. DOUBLE BOND BEAM W/ (2) ` NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE K X , .nX _;; (1)#5 VERT. BARS x 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @EVERY 8" X 16" CMU BLOCK W/9 GA. OTHER COURSE x LADDER BLOCKING @ EVERY OTHER COURSE (2) COURSE "H" BLOCK AT MID -HEIGHT, (2) #5 CONT. OR _ (1)#7 EA. COURSE, POUR i .'i ,.m� x x m f LL O ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, 4 C587, C631, C847, C933, C1032 AND N C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 STUCCO FINISH 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" ^ STUCCO FINISH DRYWALL (TYP.) EXETRIORSTUCCO INSTALLED ><, ?,"-`` IN COMPLIANCE WITH ASTM C 926 & C 1063. IOR STUCCO INSTALLED �- #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL PLIANCE WITH ASTM C 1063. rN - ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE Z OCCURS 30" LAP. MIN) i w U (L m l 5 4" CONCRETE SLAB W/6X6 - � W1.4/Wl.4 WWM OR FIBERMESH ON N 6 MIL. VAPOR BARRIER ON WELL - x -'� COMPACTED, TREATED FILL 6" TERMITE INSPECTION STRIP REQUIRED 6" TERMITE INSPECTION STRIP REQUIRED b U 4 ^ O ' 4 ° FOOTING REBAR (3) #5 BARS CONT., ° :... SEE FOUNDATION ----I 1 - - - PLAN (2 WALL SECTION 12'-0" BEAM HEIGHT S-6 SCALE: 3/4" = V-0" 12 7 ICYNENE R-30 INSULATION PER REPORT #ESR-1826 1/2" GYP. BD. DRYWALL STD. OR RECESSED PRE -CAST LINTELS ABOVE WINDOWS, DOORS & LARGER SPANNING OPENINGS W/ (1) #7 BAR TOP COURSE & #5 BAR IN PRE -CAST LINTEL POURED WITH BEAM (CAST-CRETE OR EQ.) ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM 0843/44 (1) #5 VERT. BAR IN GROUT FILLED CELL LOCATED PER PLAN 3/4" PT FURRING STRIPS @. 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) 4" CONCRETE SLAB W/6X6- W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL - METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" COX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" O.C. IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER SCHEDULE & LAYOUT =1111110mougmEolwaffia mizm 4 a a. t FOOTING REBAR n (3) #5 BARS CONT., SEE FOUNDATIONi. PLAN & DETAILS �.:..- l ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) VINYL INSULATED WINDOWS INSTALL ALL WINDOWS & DOORS PER FMA/AAMA 200-12 SPECIFICATIONS FOR WATERTIGHT INSTALLATION PRE -CAST SILLS(CAST-CRETE OR EQ.) - OPTION: FORMED AND POURED SILL, SEE DETAIL. 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH 6" TERMITE INSPECTION STRIP REQUIRED EXETRI OR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. GWALL SECTION @ 10'-0" BEAM HEIGHT -4 SCALE: 3/4" = V-0" do Q�r� F16.. O° ®"7 (q: Eu�rm?a a �� a •� 'pyO em .rvC .pc a m , o� o� a m°=z.r w N W � N N Q ti 0 W ~ Z g w � - a � a a W W ■ J. W LLI W L7 ll 0 a N -7 6 4; _❑ a, 5 -1 LL- Y m LU U (n o 0 (n (Iq � Z 0 i U � a► W o c JJ ILL. LL) N a' Qi N 3 C H VJ O PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-4 SHEET 4 OF 21 IL ti LO 66 M N W F- N N O N r- N W Q c 0 E E 0 U 0 m �U O O Q 06 v O L U) y t0 y N y D i c 0 3 a IJ 0) c Q) O co co M O N N d) a C O co co co O N_ ❑ Q U W J LL 2 X 4/6 DOUBLE TOP PLATE ATTACH HEADER TO TOP PLATES USING SIMPSON SPH4/6 W/ (10) 10d X 1-1/2" NAILS @ 16" O.C. " 0 (2/3) 2 X 12 #2 SYP HEADER W/ ' 1/2" CDX FLITCH PLATES FULLY LAMINATED W/ "LIQUID NAIL" (OR EQ.) $ NAILED TOGETHER W/ ROWS OF (3) 12d NAILS @ 12" O.C. THROUGHOUT NEW JACKIHEADER ATTACHED TO TOP PLATE USING SIMPSON M5TA24 W/ (8) 10d NAILS EACH SIDE OF STRAP (TYP.) SIMPSON SP4/6 @ 32" O,C. TO STUD, TOP & BOTTOM AND AT EA. KING STUD W/ (6)10d _ X 1.1/2" NAILS @ EA. DOOR OPENING 2 X 4/6 PT #2 SYP BOTTOM PLATE ATTACHED TO FOUNDATION W/ 5/8" X 5" V1 EMBED. S.S. OR GALV. "I BOLTS @ 24" O.C. FOUNDATION -SEE PLAN 4 a FRAMED BEARING WALL DETAIL (1ST FLOOR crtni F- va" m vI METAL ROOF (SEE PRODUCT APPROVAL) OVER 15# UNDERLAYMENT OVER 5/8" CDX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. AT SEAMS & 6" 0.0, IN FIELD PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER - INSULATION PER /r;'j "✓" ° �' REPORT#ESR-1826 s _ 2'1 O.H. TYP. 1/2" GYP. BD. DRYWALL < a T & G PORCH CEILING ATTACHED TO THE X BOTTOM OF THE TRUSSES USING (2) 8d FINISH ... - ALUM. DRIF NAILS IN THE GROOVES @ EA. INTERSECTION. x • - 1 X 2 CEDAI ' 2 X 4 RAT RUNS ARE TO BE INSTALLED @ 4' 2 X 8 SUB-F O.C. W/ (2)16d NAILS OR (2) #12 X 1-1/2" S.S. x l< ATTACHED SCREWS Q EA. TRUSS ALONG THE BOTTOM W/ (3) 16d N F NON -VENTS �; -- (SEE PROD a X h DOUBLE BOND BEAM W/ DOUBLE BOND BEAM W/ X (2) COURSES H-BLOCK (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. WITH (1) #5 BARS CONT. EACH COURSE EACH COURSE °x - 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) V x � X 8" X 8" CMU BLOCK COLUMN <W/ 8" X 16" CMU BLOCK W/ 9 GA. (1) #5 VERT. BARS X : '' { LADDER BLOCKING @ EVERY - OTHER COURSE 77 HANDRAILS. GUARDS & PICKETS °` X MUST RESIST 200 LBS (OR 50 LEDGER ATTACHED TO CMU W/ x ' (1) #5 VERT. BARS LB/FT.) WHICHEVER IS GREATER) 5/8" X 6" EMBED I BOLT @ 24" OF LATERAL FORCE ..a a�_- -- O.C. EA. NAIL FLOOR PLYWOOD AT 4" x O.C. @ EA. 2 X 6 4" SPHERE UNABLE TO PASS THROUGH X - X x Z J_ 3/4" T&G CDX FLOOR SHEATHING ATTACHED W/ 10d RING -SHANK NAILS = Z @ 4" O.C. @ THE EDGES & 8" O.C. IN z THE FIELD ( I c7 w < g Z v a iv 6.8" CONCRETE STRUCTURAL <? - X PRE-ENGINEERED 24" DEEP ° SLAB W/ #6 BARS @ 12" O.C. E/W FLOOR TRUSSES @ 24" O.C. j @ TOP & BOTTOM ( io C JCS �U���t� ,�� c�(,�v�, _ ,, s 4 a , n .n , .. A A o 40 4 V " T & G PORCH CEILING ATTACHED TO THE X BOTTOM OF THE TRUSSES USING (2) 8d FINISH - ' NAILS IN THE GROOVES @ EA. INTERSECTION. 2 X 4 RAT RUNS ARE TO BE INSTALLED @ 4' i . *'. � • O.C. W/ (2) 16d NAILS OR (2) #12 X 1.1/2" S.S. X SPRAY CAVITY W/ INSULATION SCREWS @ EA. TRUSS ALONG THE BOTTOM —77 -.0 2 X 4 PT PLATE ATTACHED W/ a (2) COURSE I BLOCK AT n 1/4" X 2" EMBED. TAPCONS @ EA. MID -HEIGHT (12'1 MAX.), (2) #5 END & 24" STAGGERED x CONT. OR (1) #7 EA. COURSE, x ' CENTERS THROUGHOUT CONT. POUR DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1)#5 BARS CONT. EACH COURSE DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1)#5 7 _ - BARS CONT. EACH COURSE X { (1) #5 VERT. BARS 8" X 16" CMU BLOCK W/ 9 GA." K LADDER BLOCKING @ EVERY 'A, OTHER COURSE 8" X 8" CMU BLOCK COLUMN W/ (1) #5 VERT. BARS X. k { m x 0 O ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND 4 C1047AND SHALL BE INSTALLED IN 9 COMPLIANCE WITH ASTM C843/44 IX 3/4" PT FURRING STRIPS @ 24" O.C. K STUCCO FINISH (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C '' 926 & C 1083. EXETRIOR STUCCO INSTALLED #6 ROD W/ 10" ACI HOOK EMBED MIN. '' IN COMPLIANCE WITH ASTM C x DF 7" INTO FOOTER. SEE STRUCTURAL 926 & C 1063. ENGINEERING LAYOUT FOR LOCATION x #5 ROD W/ 10" ACI HOOK EMBED MIN. AND SPACING (WHERE SPLICEx X OF 7" INTO FOOTER. SEE STRUCTURAL OCCURS 30" LAP. MIN) z ENGINEERING LAYOUT FOR LOCATION ' AND SPACING (WHERE SPLICE U OCCURS 30" LAP. MIN) ? YI CIL in h U a g 7 4" CONCRETE SLAB W/6X6 -15 N W7.4/W1 4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL P1 4" CONCRETE SLAB W/6X6 - COMPACTED, TREATED FILL W1.4AN1.4 WWM OR FIBERMESH ON fO Xl,6 MIL. VAPOR BARRIER ON WELL11 COMPACTED, TREATED FILL 8" TERMITE INSPECTION A - r STRIP REQUIRED � a n a III m p A i�) III --III (L-III I' II .:-III—I Ii--I =III II.. i I —III ---III II IIL._ n m -A III � III a FOOTING REBAR III,,,, ^ (3) #5 BARS CONT., - ° ^-_ (1) #5 HORIZ. BAR CONT. III- , 4° -- SEE FOUNDATION FOOTING REBAR PLAN &DETAILS (3) #5 BARS CONT. SEE FOUNDATION I eWALL SECTION THRU REAR PORCH S-rJ SCALE: 3/4" = VI PLAN & DETAILS --- EDGE OVER 2 FASCIA OVER ASCIA TO TRUSSES AILS EA. TRUSS !D HARDIE SOFFIT JCT APPROVAL) N m bLi N N .O" M '9 m � a 6 U LL m 0N 0M t4N O O L / a) oj 0) o 8 T M Q m U 0 N N O r N srrr r 2 ^.. LI - Z co Om W =a3 O; d SIC: �0: A i O RR V V p�AV O""v f�g3oa�l�t m W 0 N N r 0 I'� 2 W U) — a 11 as H W W 2 co W W U N (n m 0 a (n N CO rn v C] CC LL LL m O LLI U Z U) (1) LU O = o C.) IL F- 4 CC W -0 . Q LL J I1/ > J J U <Z = ❑ y < N z ait 2 PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. . S-6 SHEET 6 OF 21 0. 00 LO 66 M N W 2 z N N O N CN N W r PW x C7 w 2 w m N C >_ 0 U In co U O In In 06 O L Ul La N to D U W J LL FRONT ELEVATION SCALE: 118" = 1'-0" RIGHT ELEVATION SCALE: 118" = 1'-0" LEFT ELEVATION SCALE: 1/8" = 1'-0" 1'-6" 4'-0" 1, 6'-0" 4'-0" 44'-6" 3'-0" 3'-0" o ,,d' rf (i H \ , ° Ao 6' 6 1'-6" 1'_4" 12'-8" 1'-4" 121_4" 1141 121_8" 1'-4" 0 v 1'- 2'211 ------ 1t:_4„ — --- 2 2— — — — — — — — — ----------------------------- ■ 8" X 16" CMU BLOCK w ■ COLUMNS W/ (2) #5 BARS COVERED PORCH a 10'4" CLG. 29'-0" T-4" 6'-0" 3'-4" 1 ? + 3'-0" 3'-0" • z " 7 8 214 ¢ I KITCHEN -1 s/asPSF x w I K UNDR " J gF 1 O60 SH G • i ` 10-0" CLG. (i CNTR - �oQ Y (� REF. GRILE._ Irv" :� f%�6�A m ps qsT •`� ■ ■ - - ... ■ ■ ■ ■ ■ ----- ------ y —_ �■ ■ o - ¢----. .0-- (2) 30 36/ SIDELIGHTS39 PSF N • N o 0 34/-37 PSF w N N W C • T 7,_3„ 4:_0„ 4,_5„ 8,: o I. -- _— -----, F------------ i r 11 I IT M SINK} ` D F i I m■ • L -� ? �— PANTRY U) o I I GREAT ROOM o M STER BEDRO ■ w x 11' CLG.112'-0"TRAY 10' CLG.N2'-0" TRAY _ a 1 �' I I I I ;` I I • 1-m LG /12'-0" TRAY ---------■ -L 13'-0" 4" '-0" '-8" W 3-0" 5'1'81. ' 2 GUARDRAIL & — HANDRAIL DETAILS -I SEE SHEET S-5 ®E �—-------- -----� I — — — —-------� j v ■ I � I b8'-0"1,_8:, 5,�„ 4:_0,: u W.I.C. • L • • °J • • �' • 10-0 CLG. I ■ �SINK) i l I I III I I I V.I.C.,. w`i % o I III I I ____J m x NV<10 BATH #5 0• 10'-0" CLG. w AHU • w • • — — — — — o ----LIB --- ----- ■ M ry __ _____ , W W. L C. ossz N J 10i?` 1Y 1 10-0" CLG. o ,/°■ FOYER we t:4wWG�:>7,_0„4 „ 7,_8" 4,_0":8,: 1i,_0,: a 8,: 7,_8„ 3'_8" ,: 2,_8,: 4,_0:, ■ um_ C9 FRENCH DOORS o i PATH #1N GO 1/2 ROUND TRANSOM H I �w 100" CLG. CD ,m o GUEST BEDROOM ___._ I • ■ ■ m • + 10,_o",CLG. Y I ti` OFFICE ■ LAUNDRY N z�l <�e� 1o'-o"cLG. Y FREE ----- �� GAS 2X6 �i W 10'-0"CLG. ro w'� 2X6 ���m'` " �� �TUBSTANDING I( WALL �--_ =:e ....... __, POOL o - WALL V -- EQUIP --._.._. ■ o • .. 5-6 5-fi +37/-49 PSF ■ ■ ■ .. ■ ■ (1)2060 SH/(1)4060 SH/ (1)2060 SH 5 • ---- --- (1)2020 /(1 4020/ 1 2020 TRANSOMS +37/-40 PSF +37/-49 PSF a ---.-- COVERED PORCH +38/-50 PSF (1)3040 SH (1)3040 SH Q IRRIGATION(1) LAYER MIN. 1/2" GYP. 3080, 20 MIN. FIRE • ■ ■ ■ ■ w BOARD OR EQUIVALENT DOOR W/ CLOSER, SEE d APPLIED TO THE EA. SIDE PRODUCT APPROVAL z OF THE GARAGE WALLS cV U N O • �i ■■ ARCH IN �1 ---------- � \8.. 9._8.11'-4" 5'-8" 6'-8" 3'-10" 4'-4" r7l" ATTIC ACCESS (20 MIN. RATING) • 8" X 16" CMU BLOCK 16" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS COLUMNS W/ (4) #5 BARS 2 CAR GARAGE M ■ N • w y a o m NOTE: IN PROVIDE VERTICAL #5 BAR V AT ALL CORNERS, EA, SIDE OF WINDOWS + NOTE: DUCTS PENETRATING & DOORS & @ 4' O.C. MAX. • GARAGE WALLS OR CEILINGS • SHALL BE CONSTRUCTED OF A MIN. NO.26 GA SHEET STEEL, 1" MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD. 0 m • • 18'-0" W X 8'-0" H OVERHEAD DOOR +31/-37 PSF ■■,__ •• IN 24'_0" 11,4: 60'-0" ARCHITECTURAL 1ST FLOOR PLAN SCALE: 1/4" = V-0" 12'-0" N 07 cq i4d N ° R� co � m m O • w(ru+}/ U LL cc N�f a 0 4p/ N In N O o `m r> 01 0) co E lh U 4 0) U o Awk N O co ti D 'N /q N a b 1 N $� I,- 3 Z U) Om W 0_ o.'`eca Evld o €e�o�de OL L C 1y V u vdi Q i a o m v v ]t m r 00 LU N N H 1 Q N N 0LU 0 a U) x o a J O] w as m Lu U) ¢ a IN Z O a 11, Q cv) > Q W Q J W X O 06 J LL Z m U J o W U W O U a O LL o U) 0 J J m H N Q U W w = m Q �� z 3 �2 og a PROD. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 SHEET 7 OF 21 t cW LG r T N O N NN T W Q J W J_ LL i W 3 I7 ZJ C N O co to C'7 0 N N C N O co O M O N U_ 6i W J LL LEDGER CONNECTION SCHEDULE MARK LEDGER SIZE LEDGER NOTES 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-1 (2) 2 X 12 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-2 (2) 2 X 6 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION 1392 1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 1/2" NAILS 2164 2235 HHETAI6 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 1Gd X 1 1/2" NAILS TRUSS TO FRAMED WALUTRUSS TO VALLEY 1195 1310 HTS16 TRUSS TIE DOWN (U.N.O.) & TRUSS TO CRICKET (16) 1 OD X 1-1/2" NAILS (8 EA. SIDE) FRAMING 3398 3965 MGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (1 EMBED, GALV.B.S. ALL -THREAD & 10D NAILS NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE 2-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I I II I I III �I 'IIII II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II l! II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II !! II II II II II II II II II II it II II II II II II II II II II II II II II II II II II II II II I II II II II II II II pINEERED ROOF 6 24" O.C. MAX I � _ I I I I I I I _— II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II f�RE-ENGI�JEERED�4"DEEP II �ILOOR T SSES 24" O.C.- - II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I rll _ _ 1!— �1 1 II II II II II II II II II I� —H—�I II II II II II II II II II Ieft--trr� II II II II II II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II OPEN TO BELOW Ir \ W I = I I I I I I I I ATTIC ACC/ RATING) O.H. VERIFY W/ T USS MANUF. HETA16 \ � I HHETAI6 I II II II II II � I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II I II II II II II � I II II II II II � I II II II II II I I II II II II II � I II II II II II J I I II II II II II I II II II II II I II II II II II I II II II II II II II II II I I I II II II II I I � I I 0, U m O.H. Y m I NQ Mw� o r OH � . iv O HETA16 ROOF AREA = 2,645 S.F. = 1/150 OF AREA OF ROOF (ATTIC SPACE) UNVENTED ATTIC SPACE LIVING & / \ rn PORCHES - NO VENTILATION REQUIRED / \ ¢ VOLUME (CUBIC FEET) I m A/C BUILDING VOLUME 1ST FLR. 30,816 I I o= STRUCTURAL ROOF FRAMING & 2ND FLOOR FRAMING PLAN i OI SCALE: 114" = V-0" O.H. nciAiv 0 iv " q O OA / N O U� N � M � n e www U LL U N L EL�wP N m N O O � py Oi W O1 (a E ' M U Rl y N ¢ 0 U o m �•°7 Z 3 WrC•� o. aorvN^!y E . A O O u0 d F;Boe•E eQe �L q.O '9-JZL �m W 0 N aco � N CD 0 H � 2 U) LU as I— W W 2 U) 6i W U W N 0/) tl] i x a ?� N < O O) CM 0 O U- ¢ m W J 4 °w Y to ^ V U W W Z (_) Ua LL -0 0 LL O N� O J m J w U m _ N� z 3 2< og �m C,/) PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-9 9 21 SHEET OF N O N N W H Q 6i LL w 2 H I N O N N w H Q m a w 2 N N G U7 O O O M O d w N N C N O O O M O N cl Q U U) ui J W H T N O N N N T Lw r Q 0 3 n w N N C N O O O (M O N 'a w N N C N O co (D M O CN 0 0 Q U U) G1 W H N 0 N 04 N m LL W 75 N 0) a a2 0 0 (0 C'') O N a W N G) a c co co 0 N 0 Q U ;J: NOTE: PROVIDE 30" CLEARANCE AROUND ALL UNIT SIDES. LOCK INCLINED WOOD TRUSS LOCK NUT WASHER RUBBER GROMMET 11/2" x 1 1/2" DETAIL NO. 1 CONDENSING UNIT RETURN AIR DUCT CONCRETE 4" THICK CONCRETE BASE (BY OTHERS) CARRIAGE BOLT NUT SPRING ISOLATOR AIR HANDLING UNIT UP TO 5 TON UNIT MAX 235 LBS. 3" x 1 1/2" x 1/4" THICK ANGLE IRON WOOD TRUSS (INCLINED) NUT LOCK WASHER FLAT WASHER 3/8"0 THREADED ROD 3/8"0 THREADED ROD (TYP OF 4) SUPPLY AIR DUCT METAL STRAP FROM A.H.U. TO AUX. PAN (TYP OF 6) FLOAT SWITCH -� AUX. COND. DRAIN PAN W/ FLOAT SWITCH AIR HANDLER DETAIL —�'___ —' (2) #10 TAC SCRE (TYP) SUCTION LINE W/l/2" ARMAFLEX INSULATION & BARRIER PRIMARY COND, NOT TO SCALE NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OF SECURING REQUIRMENTS IFMC 301.13.11 NO. OF SCREWS PER SIDE CONDENSING UNIT HEIGHT 1 0"- 12" ENGINEER GREATER THAN 36" SPECIFIED OR MORE THAN 5 TON SCREWS ARE TO BE #14 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301,13. REFR, LINES, RUN VERTICAL UP WALL, IN GALVINIZED HAT CHANNEL TO AIR HANDLER LIQUID LINE W/O INSULATION MAX ANGLE 450 (TYP.) AIR CONDITIONING DATA QTY. UNIT N0, MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL O/A HEAT SUCTION & LIQUID MODEL NO. MODEL NO. LINES 1 AHU/CU-1 LENNOX OR EQUAL ML14XCl-041-230A CBA27UHE-048-230 38.5 26.95 16 1283 100 1OKW PER MFG. 1 AHU/CU-2 NOX QUA ORREQUAL ML14XClSO30-230A (BA27UHE-030-230 29 20.3 16 967 0 7.5KW PER MFG. A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 2) PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT FOR EACH AHU/CU. AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN. SURFACE MOUNT DIFFUSER B SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 6" MIN. SURFACE MOUNT DIFFUSER 0 SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 8" MIN, SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C, NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 10" MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE 1. COORDINATE WITH ELECTRICAL CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT OF WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING. REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. INSULATED FLEX DUCT MAY BE USED AS ALTERNATE FOR LONG STRETCHES OF RIGID BOARD DUCT. ALTERNATE DUCT WORK SHALL BE DESIGNED WITH A STATIC PRESSURE CONSISTENT TO ALL SUPPLY OR RETURN DUCTS ATTACHED TO THE SYSTEM. 3. FIELD VERIFY REGISTER LOCATIONS WITH HOME OWNER BEFORE COMMENCEMENT OF WORK. PROVIDE CLASS i FL DUCT TO DIFFUSERS ^II / II �450 FLARED TAP INTO TRUNK DUCT VOLUME CONTROL DAMPER CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT INSULATED ROUND NECK CEILING DIFFUSER MAIN TRUNK DUCT FLEX -AI UL#MHY, DETAIL I IL CONDENSING UNIT DETAIL I NOT TO SCALE I NOA2 I SPIN VALVE/TURNING VANE DETAIL ! NOT TO SCALE I N0IL �4 NO.3 A/C LEGEND ® 4W - DIFFUSER ® 1W - DIFFUSER TRANSITION - MANUAL VOLUME DAMPER IM.V.D.) A_ FIRE DAMPER IF.D.) OTEMPERATURE & HUMIDITY CONTROL /SENSOR OAUXILIARY TEMPERATURE & HUMIDITY A /SENSOR L/S LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE T.E.D TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT (N) NEW (E) EXISTING TO REMAIN (D) EXISTING TO BE DEMOLISH IR) EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP El ON RETURN DUCT (UP & DOWN) ® UP ® ON EXHAUST DUCT (UP & DOWN) ® UP ® ON O/A DUCT (UP & DOWN) NEW DUCT - WIDTH x DEPTH — EXISTING DUCT - WIDTH x DI EXISTING DUCT TO BE REMOVED- WIDTH x DEPTH 1) MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR 2DNGTOEUSDATOT 11 DRYER STATES BEIMPARTCONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN. DRYER VENT DETAIL SHT MTL JCT 1TL STUD OR r/00D 2x4. 5/8" GYP BOARD DUCT in19�IEk1:i1: PT SOLE PLATE NOT TO SCALE AIR CONDITIONING SPECIFICATION GENERAL x DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB -CONTRACT. x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE, EQUIPMENT SHALL BE U.L. APPROVED. x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. INSTALLATION x THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. x THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC. x THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. x A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS DUCT BOARD, TYPE 800 (UL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. x ALL DUCTWORK SHALL CONFORM TO S.M.A.C.N.A. STANDARDS, ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS. x ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. x BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPUTTER DAMPERS. x ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. x CLAMP FLEXIBLE DUCTS TO COLLARS, CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. x ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. x ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED. INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. x AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS. REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS. INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. x SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. x MOUNT THERMOSTATS 4'-0" ABOVE FLOOR, UNLESS NOTED OTHERWISE. x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE. x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WHERE REQUIRED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES x CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS WITHIN 10 PERCENT OF THE DESIGN VALUES. SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT, EXHAUST FAN DATA FAN # EF-1 MANUFACTURER BROAN QTXE080 BROAN QTXE110 CFM 80 110 E.S.P. IN. WG. 0.100 0.100 RPM - ROOF CURB TYPE DIRECT DRIVE - 1200 1200 ELECTRIC V/0/HZ 120/l/60 0.4 AMPS 120/1/60 0.4 AMPS OPERATING WEIGHT 13.2 LBS 12.8 LES ACCESS. - BACKDRAFT DAMPER - ROOF CURB TYPE - FIRESTAT - DISCONNECT SWITCH - SPEED CONTROL - OCCUPANCY SENSOR X x - - - - - REMARKS x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS, x 6"0 SHEET METAL DUCT. xSEE PLANS FOR TERMINATION. x TIE TO LTS. REDUCER BOX-R N.T.S. TERMINATION BOX-T N.T.S. NOTE: REDUCER AND TERMINATION BOXES TO BE 2"BIGGER THAN LARGEST DUCT ENTERING IT. COORDINATE PLACEMENT OF ALL DUCT WORK WITH OTHER TRADES PRIOR TO INSTALLATION. n 0 N � Nt CO N R N N n v � LU H Z m OW d3: E Y2& „r. n'i? o, r ry e o ` F s c q g—qJ p Y m'z W O N N Q LU F W Cl) - a LU qa W W 2 W U� m w o asa C) C`J CO r << 0 J u_ Gn Li c>) U W 2 > Q� �J = U U Cl_ Q Qi Cl_ 06 Zi Li w Ui Np [Y, '' z f�J m << U U y H Q <[ LUX: m N p� << U) U m W 3 C C L IS I— PROJ. NO. 20-3660 DATE 02/25/2021 SHEET Na. M-3 SHEET 1 3 OF 21 ral rn N L6 T N T W F— N N O N N T 3 L W 2 N N C N O O O M O W N O C N PEI C O E E O U ro w ro U O O Q 06 rf O L y N ca ro cn m l+ ral w N iri T N W H N N O N NN W Q m 3 a w 2 N N C N O O O M O 0.. W N N C N O co O M O Q U a) E U O C O E E O U m m U O U) N Q 06 tf O L U) N m m f0 y a) N A W J_ LL Lo 6 N N N N w 3 a W N c c N O (D O M O a w N 'o c a> 0 (D O M O CN ❑ Q U ili � o N p /i 1 U co i1 M -O 0 co .0 uV 0_ U NOOK /g� N m VW / N O �> WPC ® WP COVERED PORCHco oj { o0 4 M U � r 1 II ®U O y W L KITCHEN N 2 I I WP WP I k � n .. ZO 00 MASTER BEDROOM a � ® I I I I I I I I I EJ GREAT ROOMa SF r_-- . --_-. - _ I co: o t I i I I �0% DINING........ �. i I I I I 4'L IL — — —u ...- -- _— _ _._._— L----------------_--_. I --- ------ W.I.C. WP I I II F- ..._ ..._ .._.. _ ..._.._., �. _. W.I.C. I - t I I 1 III W.LC• I _ ® ® — — —,_ ._--ll----- ATHd#5 AHU-1 PWDR _ 3.5-TON ® FOYER I=N Z=� GUEST BEDROOMS i BATH #1 _ WP I ILAUNRY I p�O O WP LU OFFICE m =^- COVERED PORCH PANEL -A WP .. _ an ®® ®®00 e 2 CAR GARAGE METER DISCONNECT WP PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-3 SHEET 1.6 OF 21 r� 090 F .n oa a m E ua�`vom O CF �N O N W p N N O r O � a as W 'W VJ � W Y m 0 it a � � N � m M Q ❑_ W. O O LL m LL O W U (n r- � = co 2 U � U � z C E- � J d O W ��N/ ❑ J O n- LL � U ¢ J_ w � NJ > 3g aC�� �W o G � H a C 0 6 u� N O N r N w H Q rn 3 a: w 2 N C N 2 O O O M O IN a. w 2 N 'D C N O CD O M O CN 0 0 Q U U) 6i J_ LL RESIDENTIAL LOAD CALCULATIONS PER NEQ-220.82(A),(B),(0) FOR ENTIRE HOUSE APPROXIMATE SQUARE FOOTAGE = 4069 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 4,069 SQ. FT. x 3 VA 12,2 KVA (5) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH 7.5 KVA (7) BATH EXHUAST 0.7 KVA (1) SITE LIGHTING PANEL (OPTIONAL) 1.2 KVA (3) REFRIGERATOR 2.4 KVA (1) MICROWAVE 1.6 KVA 11) GAS RANGE/ OVEN 0.4 KVA 11) RANGE HOOD 1.2 KVA (1) DISH WASHER 1.6 KVA (1) DRYER 5.0 KVA (1) WASHER 1.1 KVA (2) GAS TANKLESS WATER HEATER x2 0.4 KVA (0) RESERVED 0.2 KVA (1) IRRIGATION 2.4 KVA (1) GARAGE DOOR OPENER 1.2 KVA (0) RESERVED 0.0 KVA (0) RESERVED 0.0 KVA x LAUNDRY SMALL APPLIANCE INCLUDED TOTAL 39.1 300 AMP SERVICE KVA FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40X 29.1 KVA @ 40% 11.7 KVA AIR CONDITIONING -LG MOTOR(2.1) @100% 2.1 KVA LARGEST MOTOR 12.4 KVA) @ 125% 3.0 KVA HEAT STRIPS 117.SKVA) @ 100% 17.5 KVA FUTURE POOL 6.5 KVA FUTURE BARN 8.3 KVA TOTAL PANEL 59.1 KVA PANEL SIZE ( 59.1 KVA / 240V) = 247 AMPS W r =I=1]C11 PNL-A 120/240V 10 3W 300A MLO (3) 350 CU THWN & (1) #2 GND IN 2" C. ELECTRICAL NOTES: 1) NEW TYPEWRITTEN CIRCUIT IDENTIFICATION MUST BE ON PANEL BOARDS A & C. 2) ALL 20 AMP SINGLE POLE BREAKERS SHALL BE EITHER GFCI OR AFCI TYPE OR COMBO.. 3) ALL 120V RECEPTACLES IN LIVING/SLEEPING AREAS SHALL BE TAMPER RESISTANT 4) EXTERIOR 120V RECEPTACLES SHALL BE WATER PROOF GFCI. WIRE METHOD: -CONDUCTORS SHALL BE THHN/THWN. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO.1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. NEW CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. -NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL NEW CONDUCTORS SHALL BE COPPER, ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT. IN DRY LOCATIONS "NM" CABLE MAY BE USED IN ACCORDANCE WITH NEC RESTRICTIONS AND REQUIREMENTS. EXPOSED ABOVE GRADE CONDUIT MAY BE "RMC", ' GRC", "IMC", "EMT" OR "FMC". "LFNC" SHALL BE USED FOR CU'S AND WATER HEATERS. -"FMC" AND "NM" LENGTHS IN EXCESS OF 6' SHALL HAVE A SEPARATE GROUNDING CONDUCTOR, UNLESS UL LISTED AS APPROVED FOR GROUNDING AT THE INSTALLED LENGTH. INTERIOR GARAGE _GRADE _ _ _I_ 1 5/8"0X10FT GND ROD 1 # 2 Cu 1#2 CU BOND T0� FOOTER STEEL m -o CL W N (1) c 0) 75 O O M M O LL W 75 (1) c 0) 0 (L) (0 M 0 N r) ❑ U U) w J 7 120/240V o TO UTILITY XFMR (3) 350 CU THWN IN 2" C. OR PER C.W.P. UTILITY U BOND TO # ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE IN.E.C. 2017 EDITION) AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 31 UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID, ALL CONDUCTORS #8 AND LARGER SHALL, BE STRANDED, 4. OUTLET BOXES SHALL BE RESIDENTIAL GRADE TAMPER RESISTANT IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS, 5. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 7. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE250, NATIONAL ELECTRICAL CODE, 8, ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE. 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR. 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY, 11, CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 12, SEE NOTES ON PLANS FOR OTHER REQUIREMENTS, 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE BY CONTRACTOR AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED. 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17, CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 18. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATION, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 3. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION. 4. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 5. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. ELECTRICAL SYMBOL LEGEND y�y 110V RECEPTACLE 4f 110V SWITCHED RECEPTACLE QUAD-PLEX RECEPTACLE WIWP WATER PROOF RECEPTACLE It GFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ® 220V RECEPTACLE O FLOOR RECEPTACLE O JUNCTION BOX COLLECTION BOX FOR CONDUCTORS ABOVE CEILING - NO ACCESS IS REQUIRED STRUCTURED CABLE TELEPHONE JACK C� DISCONNECT Ci ELECTRICAL CIRCUIT BREAKER 0 ELECTRICAL PANEL MAIN DISTRIBUTION PANEL B DATA/TELEPHONE HUB L= FIRE ALARM PANEL ELECTRICAL METER EF EXHAUST FAN COMBINATION ® WALL MOUNTED SMOKE DETECTOR CARBON MONOXIDE DETECTOR COMBINATION S/D CEILING MOUNTED SMOKE & CARBON MONOXIDE DETECTOR THERMOSTAT p PUSH BUTTON -GARAGE DR OPENER GARAGE DOOR OPENER © RECIRCULATING PUMP CEILING FAN W/ JUNCTION BOX OWNER SELECTED CHANDELIER LIGHTING FIXTURE OWNER SELECTED, 15OW MAX O RECESSED LIGHTING FIXTURE OWNER SELECTED, 32W MAX RECESSED LIGHTING FIXTURE QVP OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION MICRO RECESSED LIGHTING FIXTURE Qo OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION ®EB EYEBALL FIXTURE/ART LIGHT CEILING MOUNT LIGHTING FIXTURE OWNER SELECTED, 42W MAX PENDANT LIGHTING FIXTURE OWNER SELECTED, 42W MAX 4' SURFACE MOUNT FLUORESCENT 0 FIXTURE W/ (2) T-8 LAMPS OWNER SELECTED, 64W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED,18W MAX EXTERIOR STEP LIGHT an POURED IN STEPS OWNER SELECTED, 32W MAX EXTERIOR WALL MOUNT n i FIXTURE OWNER SELECTED, 42W MAX n VANITY FIXTURE i OWNER SELECTED, 42W MAX CFL FLOOD LIGHT OWNER SELECTED 15OW MAX $ SWITCH BANK -OWNER VERIFY TYPES & LOCATIONS $3 3-WAY SWITCH $< 4-WAY SWITCH $o DIMMER SWITCH ® CHIMES KP LOW VOLTAGE KEY PAD ® MOTION SENSOR Q TIME CLOCK 105 LOW VOLTAGE NUMBER U.C. UNDER COUNTER C.M. CEILING MOUNTED A.F.F. ABOVE FINISHED FLOOR NOTE: -RECEPTACLES SHALL BE MOUNTED IN BASEBOARDS -SWITCHES SHALL BE MOUNTED AT 48" UL LISTED FOR THE LOCATION ANDEUSE V AND -ALL FIXTURE TYPES PER OWNER/ G.C. -ALL SWITCHING & AUTOMATION PER OWNER/ G.C. N O o m Ln o > ^"oy ro C 0 M U Xt y 0 Q m \(U y 0 N O 00 r N / n N ®r C14 • W z OQ oe �w a� .m Joo \o j=p90,�pp� _ e p �p�.N pa O OO.Cuc' N ^ U ._ Wy.C�jy SN O y oc"Bo� m= N W N co 0 UJ ~ W y - a as I- W w x U) LL 05 Co CV W rn m 0 it a cl) cY co Q Cr 0 J W Cn W m W J o ^\ W W U 06 O LL Cn ❑ i O Z Nm Q Q U J_ wP m (D Na g PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-5 SHEET 1 8 OF 21 W H m 3 d W 2 N N C N O O M O N d W 43 a C O co M O cl Q U U) W Q 0) 3 a W N N a c 0 M O N d W N N a C N 2 O O O M O Q U U) 6i H m 3 a d W r- N N a C N 75 O M O M O N d W N N a c 0 cD M O N r) 0 Q U m D_ co 66 W i N O N NN W 3 a c c (D O O O M O N N a> a c m O co m M 6 N U U) W J LL GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. RISK CATEGORY: II 2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 3. BUILDING DESIGN: ENCLOSED 4. MEAN ROOF HEIGHT: <=25.0' 5. ROOF PITCH: 7/12 6. GCpi: ± 0.18 7. WIDTH OF END ZONE: A = 4.0' 8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST 124 MPH (Vasd) 3-SECOND GUST 9. WIND EXPOSURE: C 10. ADJUSTMENT FACTOR: 1.35 11. SUPERIMPOSED LOADS: FLOOR (DEAD) 20 PSF FLOOR (LIVE) 40 PSF ROOF (TOP CHORD DEAD) 15 PSF ROOF (TOP CHORD LIVE) 20 PSF ROOF (BOT. CHORD DEAD) 5 PSF WALL 55 PSF (REINF. CMU - NORMAL WEIGHT W/ VERT. CORES GROUTED @ 48" O.C.) 18 PSF (WOOD FRAME) 12. SHEAR WALLS WERE CONSIDERED 13. A CONTINUOUS LOAD PATH WAS PROVIDED 14. COMPONENT & CLADDING DETAILED 15. MINIMUM SOIL BEARING PRESSURE IS 2,500 PSF PRESUMPTIVE CONCRETE NOT 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED V FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ T-0" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 3" 7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THL REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 9. 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. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP, PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS, 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5,000 PSI @ 28 DAYS. 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16. SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOW AND DOOR NOTES: 1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2020 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. CONCRETE MASONRY NOTES: 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1,900 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS. 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1/ASCE 7-10/TMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 7-10/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS, TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL, 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP, 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION, TIMBER NOTES: 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2020 FLORIDA BUILDING CODE, 7TH EDITION. 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2020 FBC R001.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 1.8. ALL ROOF TRUSSES AND RAFTER,9 SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING, 3. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. 4. FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. 5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. WIND LOAD DESIGN CRITERIA: 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. 2. SEE ROOF PLAN FOR ZONE LOCATIONS. 3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC. 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF. FOR 7:12 AND MORE ROOF PITCH ZONE AREA PRESSURE PEER UF OVERHANG 1 10 54 28 N.A. 1 20 48 24 N.A. 1 50 40 19 N.A. 1 100 34 16 N.A. 2E 10 68 28 93 2E 20 52 24 77 2E 50 31 19 16 57 57 2E 100 31 2R 10 84 28 N.A. 2R 20 70 24 N.A. 2R 50 52 19 N.A. 2R 100 38 16 N.A. 3 10 95 28 120 3 20 70 24 96 3 50 38 19 63 3 100 38 16 63 EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING. ETC 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET THE WIND PRESSURES SHOWN. 2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER. WALL ZONE PRESSURE PRFSS1 IRE END 45 PSF 35 PSF INTERIOR 38 PSF 35 PSF ROOFING NOTES: 1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE DESIGN CRITERIA IN THESE PLANS. OVER ENCLOSED AREAS ROOF ZONE ROOF SLOPE 6:12 OR LESS ROOF SLOPE 7:12 OR MORE 2E 94 PSF N.A. 2R/3 115 PSF N.A. SOFFITS: ZONE DESIGN PRESSURE 2 +36 / -39 PSF 3 +36 / -47 PSF N �) C) l O 3 - - - T - - - - - - - - - - - - - - - - - - - - - -- T - - - - - I \ I \ I \\ O1 > 2r I / I / / - - - - - - 7 I / / I / / / O / I / / 2e I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I/ I 1 3 2e I n1 In ROOFZONES SCALE: N.T.S. � L_ N p Ve✓ /1 1 N U N Y M � m rn e U LL u m 0 U N m L / N O c, `m V o> `°' 1 m 0 0 M U V Q m 0 Q� Jc C N U N y r N mom 4d 1 N r ® m-0 L Li Z m Ow a3: SFi6L� ro ®tp E EPE .dvGxN a�v v U e9i L 9 o bo d 0% m N W p N � c N r p LLJ ~ n rn Of Yn ww w as I- w w 2 rn w W w m 0 w O a N a � 00 rn t co W 0 W LL LL m LU w U //��'� CD LLu Z U U n. 9 (2) w -p O 0 to LL 06 CD 0 W z Nm w w DJ m Lo w 3 Q m (D o f- PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-1 SHEET 1 OF 21 d M T m Nt W 2 i N O N N W a, LL S-2 SCALE: 1" = V-0" �� (1) #5 VERT. BARS (1) #5 HORIZ. CONT. BARS IN CURB X . / FIBERMESH OR 'M1i FIBERMESH OR / %C WELDED WIRE WELDED WIRE n MESH. SEE FOUND. MESH. SEE FOUND. ., NOTES (1)#5VERT. NOTES (1) #5 BARS y '� FOOTING REBAR BAR ,� �` ''` FOOTING REBAR CONT. (3) #5 CONT. �,, - (3) #5 CONT. SLOPE X X X— a X _ 19 6„ 2, 0„ 2-4- TYP. INTERMEDIATE MONO. FTG. W/STEP �TYP. EXT. CONC. CURB MONO. FTG. S-2 SCALE: 1" = V-0" S_2 SCALE: 1" = V-0" (1) #5 VERT. BARS � h FIBERMESH OR WELDED x - FIBERMESH OR WELDED 5/8" "J" BOLTS 24" O.C. & @ EA. WIRE MESH. SEE FOUND. - '�; WIRE MESH. SEE FOUND. CORNER, 5" EMBED @ FRAMED NOTES NOTES WALLS (ONLY @ BEARING WALLS) (WHERE REQ.) REBAR , FOOTING REBARFOOTING #5 CONT. ;(3) (3) #5 CONT. , X X XXxXX,XXX­ v - I ) ��!� iil �II,jII ....-.. 2'-0 I IIL 2.4. I INTERMEDIATE MONO. FTG. �TYP. INTERMEDIATE MONO. FTG. �TYP. _ 0 9: SCALE: 1" = V-0" S 2 SCALE.1 -1- FIBERMESH OR WELDED WIRE MESH. SEE FOUND. NOTES J-BOLTS @ 24" O.C. & EA. CORNER @ FRAMED WALL FOOTING REBAR (2) #5 CONT. 6„ y �m - - X X X—`v a v X X X a 4 4 � III it I 1 8 G INTERMEDIATE MONO. FTG. W/STEP 2 SCALE: 1" = V-0" (1) #5 BARS CONT. 3" MIN. COVER FIBERMESH OR SLOPE CONC, WELDED WIRE MESH. TO DRAIN SEE FOUND. NOTES _X_ "v r ' X � X--X . i 8 SHOWER RECESS DETAIL S 2 SCALE: 1" = V-0" (1) #5 HORIZ. BAR CONT. 6" 116" THICKENED EDGE S 2 SCALE: 1" = V-0" TYPICAL RUNNING BOND 0, • .-, BEAM IS (2) COURSE OF H OR U-BLOCK W/ (2) #5 BARS X • OR (1) #7 BAR CONT. EA. COURSE • • ,i STD. OR RECESSED PRE -CAST LINTELS ABOVE WINDOWS, DOORS & LARGER SPANNING OPENINGS W/ (1) #5 BAR IN PRE -CAST LINTEL POURED CONTIGUOUS WITH BOND BEAM ("CAST-CRETE"/"LOTTS" OR EQ.) X �TYP. PRE -CAST LINTEL DETAIL S 2 SCALE: 1" = V-0" SCALE: 1" = V-0" (1) #5 HORIZ ♦ ■ BB24 ■ 1 S-2 S12 --------------- ■ ■ ■ TB24 ■ ■ ■ ■ ■ BB48 — BEAM IS ` < UP -TURNED (2) #4 X 60" @ ALL �\• ■ RE-ENTRANT CORNERS (TYP.) m m 3 ■ S-2 I a 0 I ■ ■ BB48 ■I (2) #4 X 60" @ ALL \ �� (S3 RE-ENTRANT -2. CORNERS (TYP.) ■ 1 S-2 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH ■ REINFORCED WITH 6" X 6" - W1.4/W1.4 W W MESH OR FIBER MESH W/ 6 MIL VAPOR - BARRIER ON COMPACTED TREATED SOIL n 6 ■ S-2 JE ..... ■-....... BB48 ....... ......... ■ ..... -. _. BB48 ■ ■ 8" X 16"CMU BLOCK COLUMNS W/ (2) #5 BARS 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH I m REINFORCED WITH 6" X 6"- W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL BB48 ■ ■ ■ ■ ■ S-2 ■ ■ m (2) #4 X 60" @ ALL ■ RE-ENTRANT CO RNERS (TYP.) ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH I ■ REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON COMPACTED TREATED SOIL m m ■ 1 S-2 n1 (2) #4 X 60" @ALL (2) #4 X 60" @ALL g_2 RE-ENTRANT 5 RE-ENTRANT \� F CORNERS (TYP.) - - S-2 \� CORNERS (TYP.) ■ i ■ 5 BEAM IS UP -TURNED ■ - _/- 9 I I ■ ■ 0 ■ ■ ■ s-z I m - ■ S 2 // m ■ m ■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. S ---- " MIN. WITH TROWEL SMOOTH FINISH S-2 m - 6 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. S S-2 MIN. WITH TROWEL SMOOTH FINISH 9 MESH OR FIBER MESH W/ 6 MIL VAPOR ■ S-3 REINFORCED WITH 6" X 6" - W1.4/W1.4 W.W. S-2 ■ I BARRIER ON COMPACTED TREATED SOIL m MESH OR FIBER MESH W/ 6 MIL VAPOR - °� BARRIER ON COMPACTED TREATED SOIL �\ (2) #4 X 60" @ ALL m - ■ ■ I RB36 ■ ■ RE-ENTRANT,,,,,,,__, • CORNERS (TYP.) ■ I S-3 / I . — . — . — . — . � ■ I L / J ■ BB24 ■ ■ BB24 ■ ■ ml 131324 Im ■ S 2 S2 m m 16" X 16" CMU BLOCK ■ ■ ■ ■ ■ COLUMNS W/ (4) #5 BARS ■■ RB18 ■■ 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. 10 MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W1.4NV1.4 W.W. S-2 FIBERMESH OR /6 MIL VAPOR BARRIER ONCOMPACTEDT TREATED w ■ - a O 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. N MIN. WITH TROWEL SMOOTH FINISH I— - REINFORCED WITH 6"X6"- W1.4/W1.4 W.W. 4" THICK CONCRETE EQUIPMENT SLABS, I MESH OR FIBER MESH W/ 6 MIL VAPOR 3,000 P.S.I. MIN. WITH BROOM FINISH BARRIER ON COMPACTED TREATED SOIL REINFORCED WITH 6" X 6" - W 1.4/W1.4 W.W. MESH OR FIBER MESH ON COMPACTED TREATED SOIL (TYP. FOR EQUIP. PADS ) 4 S-2 ■ ■ BB24 NOTE: ■ PROVIDE VERTICAL #5 BAR NOTE: SEE FLOOR PLANS AT ALL CORNERS, EA. SIDE OF WINDOWS FOR ALL DIMENSIONS. STRUCTURAL 1 ST FLOOR BEAM & SLAB PLAN "3N�\��il/YBi1SIW ■ 4 S-2 BEAM NOTATION MARK TYPE BB BOND BEAM / LINTEL IRS RADIUS BEAM -CAST IN PLACE / FORMED AND POURED TB TIE BEAM - CAST IN PLACE / FORMED AND POURED BEAM SCHEDULE BEAM SCHEDULE SIZE REINFORCING MARK TOP ELEVATION WIDTH X DEPTH BOT. MID. TOP SPACING FORMED & POURED 10" W #5 CORNER BARS #3 TIES @ 12" RB18 14'-0" (MIN.) X 61" D (MIN.) CONC. 295 2 #5 2 #7 O.C. (6" O.C. 24" FROM EA. END) TIE -BEAM BB16 10'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F16 1T/1B BB24 10'-0" / 12'-0" CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F24 1T/1B BB48 12'-01. CASTCRETE OR EQUAL 1 #5 1 #7 #5 CORNER BARS LINTEL 8F48 1T/18 TB24 10'-0" / 12'-0" 8" W X 24" D C.I.P. 2 #5 2 #5 2 #5 #3 TIES @ 12" O.C. THROUGHOUT CONCRETE BEAM 1. EE = EACH END BAL. - BALANCE 2. TYPICAL TIE BEAM IS (2) COURSES OF 8"Xi 6" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE 3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE. 4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL N o O a)o> 00 0 0 M U co d m U 0 y y OD `, W 3: V moo" 0 " < ° T ii9�09 G x G5 N.5bE P�om rq�9 W 0 N Qco 0 0 F C/) a L as H W W S w W a W N (n m O U) a N a W 0) M 0) J Q � LLJ O J od m W Z o w Y z Nw Ua O ~ N QO 0 Z — LC ❑ O ��N/ LJ , .>J m J Ng D U w m mx 3 Q C� G Q U)c, F- PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO, S-2 2 21 SHEET OF I. a N 0) C 0) O O O co O N N 0) -O C 0) 73 0 co /fl M O N U_ 0 W J U_ .4 TIP", BEAM.OR DOUBLE BOND BEAM °� 4 n MAX. ' MAX. . ° �+' . • .r TIq REAM OR DOUBLE BOND BE, ° ° d n MAX. . ° MAX. ROWS OF (2) 1/4" o �— ROWS OF (2) 1/4" p TAPCONS INTO GROUTED T< i _ TAPCONS INTO GROUTED MASONRY W/ 2" EMBED MASONRY W/ 2" EMBED (TYP.)-MIN. (3) ALL SIDES (TYP.) - MIN. (3) ALL SIDES P.T. BUCK AS REQ. BY MANUFACTURER CMU MASONRY WINDOW BUCK ATTACHMENT SCALE: 3/4' = V-0" 'NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). PT BUCK AS REQ. BY MANUFACTURER CMU MASONRY DOOR BUCK ATTACHMENT SCALE: 3/4' = V-0" "NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). TIE -BEAM OR DOUBLE BOND BEAM d '4 10 ACI @ BAR HOOKS EACH x ° #5 VERTICAL BAR IN FULLY GROUTED CELL (EA. SIDE OF OPENING) NEW FILL-IN OPENING (VARIOUS SIZES - SEE PLAN) FORMED AND POURED SILL, SEE SCHEDULE W/ 10" ACI HOOKS EA. SIDE TIED TO VERT. STEEL (TYP.) 4 ° CMU W/ 9GA. LADDER BLOCKING @ EVERY OTHER COURSE 10" ACI HOOKS @ EACH BAR n SECURE UNDERNEATH ., I BOTTOM CONT. STEEL SLAB/FOUNDATION - SEE DETAILS t t > J d . d � SILL REINFORCING SCHEDULE OPENING WIDTH POURED SILL REINFORCING STEEL DEPTH WIDTH TO LESS S" (1) #5 THAN 7' WIDTHS 7'TO B„ (2)#3.SIDE BY SIDE LESS THAN 10' WIDTHSIO'TO 12" (4)#3SIDE BY SIDE LESS THAN 15' TYPICAL CMU (BLOCK) OPENING REINFORCEMENT SCALE: 314" = V-0" /'— 3/16" DIA. STAINLESS CABLE TO / BE PULLED TIGHT OVER A/C !/ COMPRESSOR A/C COMPRESSOR SECURE EA. END TO CONC. PAD W/ 5/8" X 3" EMBED EXP. ANCHOR & HOLD-DOWN TAB CRIMP ENDS OF CABLE W/ LEAD SLEEVES OR CABLE CLAMPS 4" CONCRETE PAD I 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO 2X P.T. BUCK MASONRY SILL (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIOR/EXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND"OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIR/WATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL WINDOW WATERPROOFING DETAIL SCALE: 1" = V-0" 4 w TRUSS BEARING F �> DOUBLE BOND BEAM OVER PORCH OPENING 10" ACI HOOKS @ EACH BAR w F 8"X8"OR 16"X16"CMU ` '- i x. BLOCK COLUMN AT PORCH > (2) # 5 BARS FOR 8" COL. & (4) #5 BARS FOR 16" O.C. IN y�X FILLED COLUMN (SEE PLAN FOR SPACING) Y r (2) # 5 VERT. DOWN ROD 777 - FOR 12" COL. & (4) #5 VERT. DOWN ROD FOR < 16" COL. (REF. PLAN) XF 10" ACI HOOKS @ EACH BAR SECURE UNDERNEATH BOTTOM CONT. STEEL z i w 4" CONCRETE SLAB W16XB - W1.4/W1.4 WWM OR FIBERMESH w ON 6 MIL. VAPOR BARRIER ON a `-, )" WELL COMPACTED, TREATED FILL g 0 FOUNDATION (REF. PLAN) N ° v d BEAM TIE-IN DETAIL ePORCH S-3 SCALE: 3/4" = V-0" (5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA. WASHERS. BOLTS ARE TO BE EQUALLY SPACED (6" FROM EACH END & 24" O.C. MAX.) BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY SET W/ 5" EMBEDMENT. 2 X 6 P.T. BUCK W/ 15 MIL BARRIER ZA nw #5 VERT. BAR IN FILLED CELL (TYP.) eGARAGE BUCK DETAIL S-3 1" = V-0" 2X P.T. BUCK CONTINUOUS BEAD OF POLYURETHANE SEALANT (INSTALLED BY WINDOW INSTALLER) SOLID INFILL OF STUCCO POLYURETHANE SEALANT (BY CONTRACTOR) POLYURETHANE SEALANT (BY CONTRACTOR) EXTERIOR SILL NOSING FINISH MATERIAL, PITCH SILL AWAY FROM DOOR CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) (2) 3/8" THICK BEADS OF POLYURETHANE SEALANT BEHIND BUCKS (BY BUCK INSTALLER) CONTINUOUS BEAD OF WATER RESISTANT SEALANT AT MASONRY/BUCK JOINT AT INTERIORIEXTERIOR AND CORNER JOINTS (BY BUCK INSTALLER) CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) CONTINUOUS BEAD OF SEALANT AIR/WATER DAM @ SHIM GAP (BY CONTRACTOR) FINISH FLOOR SLAB RECESS CMU WATER RESISTANT COATING ON MASONRY OPENING JAMBS (BY CONTRACTOR) NOTES: • WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT COMPOUND" OR EQUAL • POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL • INTERIOR AIRIWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX BY TREMCO OR EQUAL • CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND RESULTING BEAM HEIGHTS • ALL EXTERIOR DOORS MUST BE SET IN A RECESS. • VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING SLAB DOOR WATERPROOFING DETAIL SCALE: 1" = V-0" AT ALL CORNERS, EA. SIDE OF WINDOWS I I -UK ALL UlMeNSIW DOORS 4O.C.MAX. STRUCTURAL 2ND FLOOR BEAM & SLAB PLAN SCALE: 1/4" = V-0" (1) 2 X 4/6 02 SYP. TOP PLATE ATTACHED TO EA, TRUSS USING 16d NAILS NON -LOAD BEARING FRAMED WALL 2 X 4/6 FIRE BLOCKING 2 X 4/6 WOOD STUD WALL @ 16" O.C. (1) P.T. 2 X 4/6 SYP. BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 16" O.C. CONCRETE SLAB/FLOOR FRAMING 1/2" GYP. BD. DRYWALL @ CEILING y1 p Ucoo N Q) Y1 M r N Pr O u x a0 CD O O p py N !i / o LL V) y U 4 o o _ V pp 0 0 °5 M U O �..• N LL Q ii N z N � �QC N v N L mco N IN ®" N ( !q N ...�. UJ I- Z 1/2" GYP. BD. O m LU DRYWALL EA. SIDE OF WALL INTERIOR NON -LOAD BEARING WALL SCALE: 3/4" = V-0" o a� Y✓✓�� {F�., p9 50066. it •my9,q�9888 m'z W N o N Q Q aD N ti 0 Uld H X � a Z a H W W_ (n a 0 /W^ V! } a1 w K (L N W � U) J M Q ❑ W 0 O J 06 m LL Z � W m D J 06 LL O Q p W ry ] co J co J J D J U w m y� z Q G u) o )J-- PROD. NO. 20-3660 DATE 02/25/2021 SHEET NO. S-3 SHEET 3 OF 21 METAL ROOF (SEE PRODUCT APPROVAL) 12 OVER 15# UNDERLAYMENT OVER 6/8" COX SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. \ 7 AT SEAMS & 6" O.C. IN FIELD n M O 07 cW G i N O (V N W r a N 0) a C (1) O O co M O 04 N d) G 0) O O M O N ❑ U_ 07 W J LL ICYNENE R-30 INSULATION PER REPORT #ESR-1826 1/2" GYP. BD. DRYWALL 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) LEDGER ATTACHED TO CMU W/ 5/8" X 6" EMBED '7 BOLT @ 24" O.C. EA. NAIL FLOOR PLYWOOD AT 4" O.C. @ EA. 2 X 6 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER .SCHEDULE &LAYOUT 1- ALUM. DRIP EDGE OVER 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE t 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE /- (1) #5 VERT. BARS ? I r METAL ROOF (SEE PRODUCT APPROVAL) OX FLOOR OVER 15# DERILAYMENT OVER ATTACHED WC H EDGES & SHEATHING NAILS U j //� ) f 7 AT SEAMS &NB'0 CNN FIELD NAILS @ 4D" O.C. @ 4" O.C. @THE EDGES & 8" O.C. IN n a THE FIELD PRE-ENGINEERED 24" DEEP FLOOR TRUSSES @ 24" O.C. SPRAY CAVITY W/ INSULATION 2 X 4 PT PLATE ATTACHED W/ 1/4" X 2" EMBED. TAPCONS @ EA. END & 24" STAGGERED CENTERS THROUGHOUT DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 3/4" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2' DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1A WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL 0 N MIN (( PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. 6" TRUSS HEEL (UNLESS DIRECTED (2) COURSE "H" BLOCK AT a� OTHERWISE) METAL ROOF (SEE PRODUCT APPROVAL) ' 12 OVER 15# UNDERLAYMENT OVER 5/8" COX MID -HEIGHT (12'-0" MAX.), (2) #5 r'ri HURRICANE STRAP TEA. TRUSS - PER I ,) 7 SHEATHING, 10d RINK SHANK NAILS @ 4" O.C. CONT. OR (1) #7 EA. COURSE, ICYNENE R•30 , �. �- SCHEDULE & LAYOUT` AT SEAMS & 6" O.C. INFIELD CONT. POUR INSULATION PER / REPORT #ESR-1826 (1) #5 VERT. BARS 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. 6" TERMITE INSPECTION STRIP REQUIRED 112" GYP. BD. DRYWALL DOUBLE BOND BEAM W/ (2) COURSES H-BLOCK WITH (1) #5 BARS CONT. EACH COURSE (2) COURSE "H" BLOCK AT MID -HEIGHT, (2) #5 CONT. OR (1) #7 EA. COURSE, CONT. POUR w co ALL GYPSUM BOARD TO CONFORM a TO ASTM C5, C22, C28, C35, C59, C61, 0 C587, C631, C847, C933, C1032 AND o C1047 AND SHALL BE INSTALLED IN COMPLIANCE WITH ASTM C843/44 314" PT FURRING STRIPS @ 24" O.C. (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) #5 ROD W/ 10" ACI HOOK EMBED MIN. OF 7" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING (WHERE SPLICE OCCURS 30" LAP. MIN) 4" CONCRETE SLAB W/6X6 - W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL 2'-0" O.H. AL DRIP EDGE OVER �• • 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS NON -VENTED HARDIE SOFFIT (SEE PRODUCT APPROVAL) (1) #5 VERT. BARS 8" X 16" CMU BLOCK W/ 9 GA. LADDER BLOCKING @ EVERY OTHER COURSE STUCCO FINISH EXETRIOR STUCCO INSTALLED IN COMPLIANCE WITH ASTM C 926 & C 1063. 6" TERMITE INSPECTION STRIP REQUIRED n J a 6 4. !.'. 4 FOOTING REBAR - s: •� (3) #5 BARS CONT., -� ! - - SEE FOUNDATION -_ PLAN &DETAILS III --( - I- I. 'III _I �2 WALL SECTION @ 12'-0" BEAM HEIGHT S-6 SCALE: 3/4" = l'-0" ICYNENE R-30 INSULATION PER REPORT #ESR-1826 1/2" GYP. BD, DRYWALL STD. OR RECESSED PRE -CAST LINTELS ABOVE WINDOWS, DOORS & LARGER SPANNING OPENINGS W/ (1) #7 BAR TOP COURSE & #5 BAR IN PRE -CAST LINTEL POURED WITH BEAM (CAST-CRETE OR EQ.) ALL GYPSUM BOARD TO CONFORM TO ASTM C5, C22, C28, C35, C59, C61, C587, C631, C847, C933, C1032 AND C1047 AND SHALL BE INSTALLED IN CD Q COMPLIANCE WITH ASTM C843/44 M W x PRE-ENGINEERED WOOD TRUSSES @ 24" O.0 6" TRUSS HEEL (UNLESS DIRECTED OTHERWISE) HURRICANE STRAP @ EA. TRUSS - PER -SCHEDULE & LAYOUT r - x 2'-0" O.H. TYP. _ X ALUM. DRIP EDGE OVER ,• '� • 1 X 2 CEDAR FASCIA OVER 2 X 8 SUB -FASCIA .� ATTACHED TO TRUSSES W/ (3) 16d NAILS EA. TRUSS x.i' NON -VENTED HARDIE SOFFIT J (SEE PRODUCT APPROVAL) VINYL INSULATED WINDOWS INSTALL ALL WINDOWS & DOORS PER FMA/AAMA 200-12 SPECIFICATIONS FOR WATER TIGHT INSTALLATION PRE -CAST SILLS (CAST-CRETE OR EQ.) - OPTION: FORMED AND POURED SILL, 4? SEE DETAIL. ro . (1) #5 VERT. BAR IN GROUT FILLED CELL LOCATED PER PLAN q, +y 8" X 16" CMU BLOCK W/ 9 GA. LADDER 3/4" PT FURRING STRIPS @ 24" O.C. �• BLOCKING @ EVERY OTHER COURSE (TYP.) W/ R5 MIN. INSULATION 1/2" DRYWALL (TYP.) 4" CONCRETE SLAB W/6X6 - �� STUCCO FINISH W1.4/W1.4 WWM OR FIBERMESH ON 6 MIL. VAPOR BARRIER ON ° WELL COMPACTED, TREATED FILL x 6" TERMITE INSPECTION STRIP REQUIRED ------------ L. rya pd°" EXETRIOR STUCCO INSTALLED III- .. - - a- 71, IN COMPLIANCE WITH ASTM C !` 926 & C 1063. _.. '. FOOTING REBAR (3) #5 BARS CONT., SEE FOUNDATION -I -- --9 PLAN & DETAILS ( _ WALL SECTION @ 10'-0" BEAM HEIGHT SCALE: 3/4" = V-0" V 1 p Uw N N cN t) r 6.O U ccLL N a !m0+ ¢1 ( I� N O w w O a) oj 0) m E c4 Xk to Q U00 o N O C CN N • N Un n h u F_ ,- Z m "��O W a� T 0. let o `md =-? > o 4 20 ySc �ry E� mw e.5 Z m N W � N Q W p cal r 0 W ~ U) D_ a as H- W W ■ J. W Iw m a a 00 00 Q7 M Q i m LL ❑ W U) (n �w O �� U a F= c~ W Q On UL J � >J �/� ❑ > LL > J' J Nm Q JII M Q �U m z CQ% Q ti 3 Q G < fA o IJ PROJ. NO. 20-3660 . DATE 02/25/2021 SHEET NO. S-4 SHEET 4• OF 1 W H W Q t7) 3 a IV N a G (U 2 O CD co CV) O N CD a c a) WE c O E E O U a) a) m �U O N N Q 06 tf O L U) rn C�0 C6 i to CD N to A I 6i J LL V-6" 4'-0" 4'-0" N N O N ti N ui 3 a N a C N O O M O N a c N O cD M O r) 0 U c E U O ! C O O U N 4r m �U O N 06 -C O L cn r/J m U U W J LL- m T w 2 w m "v STONE VENEER, TBS BY OWNER Ell FEll F FE: 11 E FE1 E � W pm Q n o w= M 4 ZQ- a 0 b FRONT ELEVATION SCALE: WS" = 1'-0" RIGHT ELEVATION SCALE: 1/8" LEFT ELEVATION SCALE: 1/8" = 1'-V I I,I r LEI - r�. �A u rbo ■ ■ 2'-2" 11'-4" of �a r LL M LL ■ K I L ■ O a 5 0l � `1p l KITCHEN ■ ti.^i 107-0"CLG. 12'-8" V-4" 12'-4" 1'-4" 8" X 16" CMU BLOCK ■ COLUMNS W/ (2) #5 BARS i (� COVERED PORCH 10'-0" CLG. rn a MY � 29'-0" 3'-4" 6'41 3'-4" T-0" 3'-0" T-8" 21'_4" ■ T' 7,_3„ 4,_0" 4,_5„ g" o I I ■ L '@'/ = 4- PANTRY uj N o I I — — — — — — — — — ------ $� ■ I I i I co I I I LGAZ-T TRAY DI I I I 1,_8„ 13'-0" 1'-8" I I I I I SINK) WC li ./ N VV_I.C. I BATH #5 3 O 0"f,LG. O ■ ■ U) w a w 0 GUEST BEDROOM ■ 0 10'-0" CLG. GAS 2) POOL WA EQUIP RRIGATION (1) LAYER MIN. 1/2" GYP. BOARD OR EQUIVALENT APPLIED TO THE EA. SIDE ------ OF THE GARAGE WALLSLF —� ■ All F-111)0) ■ ■ LL y a rn o m m iv .... + NOTE: DUCTS PENETRATING GARAGE WALLS OR CEILINGS SHALL BE CONSTRUCTED OF A MIN. NO.26 GA SHEET STEEL, 1" MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD. UNDR CNTR REF. � Y +38/-46 PSF � ! x (1)4060 SH 6\� ih 'cos 8,0 I 1 +34/-37 PSF (2) 3080 SIDELIGHTS y ■ +36/-39 PSF w — — — — — — — — — — — — — — — , — — — — — — uLLi C�0 ---- I I v I I M I ■ I M I I GREAT ROOM i o M STER BEDRO ■ 11' CLG.112'-0"TRAY 1 i 10' CLG./12'-0" TRAY I I I I I ■ I I I I m I M ■ 12'-4" 4'-0" 7'-8" 2'-0" GUARDRAIL & HANDRAIL DETAILS -I SEE SHEET S-5 v 8'-0" 1'-8" 6-4" 4'-( ■ I I I I IT -- r l M ■ rr I I I I III I I I II I AHU ■ ■ ■ o WDR r; W.LC, 7 ■ FOYERi�1 -:. rr,."," 10 _ �� CLG. '�' �s FO I 10'-0" CLG. lV II ■ 8" 1,11'-0" a 8" 7'-6" 6" 3'-8" 8" ?, 6^ I 4' r I � I mm LAUNDRY z W 10' 0" Cl-G. a0 y y I I I I 3080,20 MIN. FIRE ■ DOOR W/CLOSER, SEE PRODUCTAPPROVAL <V I ■ ■ ARCH ■ ■ ATTIC ACCESS (20 MIN. RATING) 2 CAR GARAGE 18'-0" W X 8'-0" H OVERHEAD DOOR +31/-37 PSF 24'-0" ARCHITECTURAL 1ST FLOOR PLAN SCALE: 1/4" = V-0" T-0" ■ ■ ■ ■ 8" X 16" CMU BLOCK COLUMNS W/ (2) #5 BARS 60'-0" FRENCH DOORS Y I N +34/-37 PSF 1/2 ROUND TRANSOMp +37/ 40 PSF OFFICE 10'-0" CLG. 2X6 o WALL o ■ +37/-49 PSF (1)2060 SH/(1)4060 SH/ (1)2060 SH COVERED PORCH (1)2020/(14020/12020 TRANSOMS +38/-50 PSF 16" X 16" CMU BLOCK COLUMNS W/ (4) #5 BARS NOTE: ■ PROVIDE VERTICAL #5 BAR AT ALL CORNERS, EA. SIDE OF WINDOWS & DOORS & @ 4' O.C. MAX. BATH #1 a1 02 " m Ij 10 0" CLG. N M a� Y � „l ) +37/-40 PSF (1)3040 SH T-10" 4 { o h M 10'-0" CLG. ■ _ o ■ Y 0 — — — — ■ m ■ FREE STANDING i I' {I TUB - -:-- +37/-49 PSF (1)3040 SH 4'-4" 12'-0" T-10" ) r N Q 4d o of ck!co co M U Q 0 () o Q}y N V L IN U) m N N 3 N LI! F- Z 00 ow sk .7v b C R C b 9 O q T �q O .- •a G L a a� A SaNN�V„� v El E"3'�pOoax L ^ Z b A m W 0 0 N N N N 0 0 a U) O ❑ rn LU o J 0] LU as W W 2 0n wW a U) r m w fn o m ° cl) > z O 0) F- M � ¢ W c J W O °6 J z m U go w (D W O o O LL ^U W -00 U) Q J �a/) J LL 00 D N ¢ U W c: Q w= m 3 �<Q og PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-7 SHEET 7 OF 21 n. 0 LO 66 Nt W H r N O N N T 3 N N C N O fD CD M O N N N C N O co co co O ❑ Q U d O 66 W 5 i N O N NN W 3 a IV 0) C N O co co co 6 N N N C 0) O co co M O 0 U_ cn W J L.L. LEDGER CONNECTION SCHEDULE MARK LEDGER SIZE LEDGER NOTES 15# FELT BARRIER W/ 5/8" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-1 (2) 2 X 12 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT 15# FELT BARRIER W/ 518" X 5" EMBED S.S. OR GALV. WEDGE ANCHORS L-2 (2) 2 X 6 SYP SET IN EPDXY @ 6" O.C. FROM EA. END & 16" STAGGERED CENTERS THROUGHOUT TRUSS CONNECTION SCHEDULE UPLIFT MAX. UPLIFT HARDWARE CONNECTION NOTES FASTENER SPECIFICATION 1392 1810 HETA16 COMMON TRUSS TO C.M.U. WALL (U.N.O.) (9) 10d X 1 1/2" NAILS 2164 2235 HHETA16 HIP GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (10) 10d X 1 1/2" NAILS TRUSS TO FRAMED WALL/TRUSS TO VALLEY 1195 1310 HTS16 TRUSS TIE DOWN (U.N.O.) & TRUSS TO CRICKET (16) 10D X 1-1/2" NAILS (8 EA. SIDE) FRAMING 3398 3965 MGT HEAVY GIRDER TRUSS TO C.M.0 WALL (U.N.O.) (1 5/8" X V. OR B.S. D. GALD THREAD NO NOTE: 1. ALL TRUSS CONNECTORS ARE SIMPSON STRONG -TIE Z-MAX. (WHERE AVAILABLE) (TYP.) INSTALLED WITH MAXIMUM NAILS, SCREWS, BOLTS AS PER MANUFACTURERS SPECIFICATIONS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE BY TRUSS ENGINEER (INCLUDING PIGGYBACK STRAPPING/TIE-IN). --�--------�----�-�-� II II II II II II II II -�----T ---- II II II II T---' II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III — - — II II II II II II II II II II II II II II II II II II II II - — - — II II II II II II II II II II II II II II II II II II II III - — 0 — II II II II II II II II II II II II II II II II II II II IIII - — II — II II II II II II II II II II II II II II II II II II - — II II II II II II II II II II II II II II II II II II II II III II I - — - — - — II II II II II II II II II II II II II II II II II II II I II - — - — - — II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I / I / V HHETA16 pINEERED ROOF S 24" O.C. MAX I � I I I n I 7I I I I I I I I I I I I I I I I W I I I I I r— I I S (20 MI� USS MANUF. \ I \ I \ I \ I i O.H. ncirav II II II II L-1 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II IRE-ENGIj�JEEREDJ4" DEEP I I 11 II FLOOR T _ SSES 24" O.C.-- II II II II II II II II II II II II II II II II II II II II II II A II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II _ _ II II II II II II II II II II I77_p II II II II II II II II II I Flt - H- -I I II II II II II II II II II �It--t.I- I II II II II II II 1=TF-rT-T-T-7�i-i_FFrfi� II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I Imo___ OPEN TO BELOW I� \ —1-1-1 2'-0" O.H. HETA16 \ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II J II II II II II II II II II II II II II II II II II II II II III III II II III �II II II II y I I I V O MF- Lu 2'-0" O.H. HETA16 2'-0" O.H. ROOF AREA = 2,645 S.F. i 1/150 OF AREA OF ROOF (ATTIC SPACE) UNVENTED ATTIC SPACE LIVING & vNi PORCHES - NO VENTILATION REQUIRED Y VOLUME (CUBIC FEET) w A/C BUILDING VOLUME 1ST FLR. 30,816 0 io 02 STRUCTURAL ROOF FRAMING & 2ND FLOOR FRAMING PLAN O SCALE: 1/4" = V-0" � 1 � N p p� 1 U 0) Vs% N m d M MU) C U ILL U U N m N O }�y O a) W 1 a) ro 0 0 M U � N 0 CJ o qN L N N N ® N dp N \07 � cli LU Z 0 Om W (L �: 9 1.1 o 'P 9 L uP90tlo v F'3 8oao� m Z N LU O N Q N r O W ~ cn of cn In w W - a w as F_ W W cn 6i W W m w CY a N < � co O M Q Z m LL J cl o LLf U (D Y (n a)W Z U U Q W' LL. LD Q LL LL ; 0 LL_ J _j N m J wU > c m 3 Q �U) o H PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. S-9 SHEET 9 OF 2 1 a N W H m 3 N N C N O O O M O N N N C N O (D O M O ❑ ❑ Q U U) UJ J_ LL 2 n N �r W H W Q 0 0) 3 a a w 5 N N C N O O (D M O IN M W N N C N O (D O M O 0 Q U U) LLI J_ LL W F- N O N N O Ln W 2 H- LLI r 3 CL LLI N O) a C O Co CO CYJ O N d W N (1) a C Cll O O CO Co 0 0 0 U Lli J LL NOTE; PROVIDE 30" CLEARANCE AROUND ALL UNIT SIDES. LOCK INCLINED WOOD TRUSS LOCK NUT WASHER RUBBER GROMMET 11/2" x 11/2" 12 GAUGE STEEL CHANNEL DETAIL NO. 1 RETURN AIR DUCT FLOAT SWITCH CARRIAGE BOLT NUT SPRING ISOLATOR 3" x 11/2" x 1/4" THICK ANGLE IRON WOOD TRUSS . (INCLINED) WASHER FLAT WASHER 3/8"0 THREADED ROD 3/8"0 THREADED ROD (TYP OF 4) SUPPLY AIR DUCT AIR HANDLING UNIT UP TO 5 TON UNIT MAX 235 LBS. METAL STRAP FROM A.H.U. r TO AUX. PAN (TYP OF 6) PRIMARY COND. AUX. COND. DRAIN PAN W/ FLOAT SWITCH , AIR HANDLER DETAIL NOTES: CONDENSING UNIT 2"x6" 0/8" ALUMINUM BRACKET (x4) 12) #10 TAC SCRI (TYP) CONCRETE 4" THICK CONCRETE BASE (BY OTHERS) SUCTION LINE W/l/2" ARMAFLEX INSULATION & BARRIER NOT TO SCALE SECURING REQUIRMENTS IFMC 301.13.11 I NO. PER 510EWS CONDENSING UNIT HEIGHT B - jr ENGINEER GREATER THAN 36" SPECIFIED OR MORE THAN 5 TON SCREWS ARE TO BE 014 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301.13. AIR CONDITIONING DATA QTY. UNIT N0, MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL 0/A HEAT SUCTION & LIQUID MODEL NO. MODEL NO, LINES 1 AHU/CU-1 NOX ML14XC1-041-230A CBA21UHE-048-230 38.5 26.95 16 1283 100 1OKW PER MFG. QUA ORR EQUAL 1 AHU/CU-2 LENNOX ML14XC1SO30-230A CBA27UHE-030-230 29 20.3 16 967 0 7.5KW PER MFG. OR EQUAL A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. 2) PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT FOR EACH AHU/CU, AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN, SURFACE MOUNT DIFFUSER B SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 6" MIN. SURFACE MOUNT DIFFUSER D SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK= 8" MIN. SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK =10" MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE 1. COORDINATE WITH ELECTRICAL U CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT OF WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING. REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. INSULATED FLEX DUCT MAY BE USED AS ALTERNATE FOR LONG STRETCHES OF RIGID BOARD DUCT, ALTERNATE DUCT WORK SHALL BE DESIGNED WITH A STATIC PRESSURE CONSISTENT TO ALL SUPPLY OR RETURN DUCTS ATTACHED TO THE SYSTEM. 3. FIELD VERIFY REGISTER LOCATIONS WITH HOME OWNER BEFORE COMMENCEMENT OF WORK. SCREW FASTENERS REFR. LINES, RUN VERTICAL I PROVIDE CLASS i Fl UP WALL, IN GALVINIZED DUCT TO DIFFUSERS HAT CHANNEL TO AIR HANDLER 1 LIQUID LINE W/0 INSULATION MAX ANGLE 450(TYP.) I �41 FLARED TAP INTO TRUNK DUCT VOLUME CONTROL DAMPER CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT INSULATED ROUND NECK CEILING DIFFUSER MAIN TRUNK DUCT FLEX -A UL#MHl DETAIL I DETIL CONDENSING UNIT DETAIL I NOT TO SCALE I NOA2 I SPIN VALVE/TURNING VANE DETAIL I NOT TO SCALE I NOIL A4 NO.3 A/C LEGEND ® 4W - DIFFUSER ® 1W - DIFFUSER TRANSITION L- MANUAL VOLUME DAMPER (M.V.D.) A FIRE DAMPER (F.D.) OTEMPERATURE & HUMIDITY CONTROL /SENSOR OAUXILIARY TEMPERATURE & HUMIDITY T A /SENSOR L/S LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM ® AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE T.E.D TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT (N) NEW (E) EXISTING TO REMAIN (D) EXISTING TO BE DEMOLISH (R) EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP ON RETURN DUCT IUP & DOWN) ® UP ® ON EXHAUST DUCT (UP & DOWN) ® UP ® ON O/A DUCT (UP & DOWN) NEW DUCT - WIDTH DEPTH — EXISTING DUCT - WIDTH x DI EXISTING DUCT TO BE EEO REMOVED- WIDTH x DEPTH 1) MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR DRYER DRAWING TO BEEUSEDATO IMPARTTCONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN DRYER VENT DETAIL x SHT MTL DUCT MTL STUD OR WOOD 2x4. - 5/8" GYP BOARD DUCT YiL11IIELI T� -PT SOLE PLATE NOT TO SCALE AIR CONDITIONING SPECIFICATION GENERAL x DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB -CONTRACT. x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. EQUIPMENT SHALL BE U.L. APPROVED. x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR, INSTALLATION x THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION, x THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC. x THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. x A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE. FIBERGLASS DUCT BOARD, TYPE 800 IUL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. x ALL DUCTWORK SHALL CONFORM TO S,M.A.GN.A. STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE DIMENSIONS, x ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. x BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPUTTER DAMPERS. x ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. x CLAMP FLEXIBLE DUCTS TO COLLARS. CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. x ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. x ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED. INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. x AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS, REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS, INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED. x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. x SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. x MOUNT THERMOSTATS 4'-0" ABOVE FLOOR, UNLESS NOTED OTHERWISE. x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/ COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE, x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WHERE REQUIRED BY CODES, PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES x CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS WITHIN 10 PERCENT OF THE DESIGN VALUES, SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT, EXHAUST FAN DATA FAN # EF-1 MANUFACTURER BROAN QTXE080 BROAN QTXE110 CFM 80 110 E.S.P. IN, WG. 0.100 0.100 RPM _ ROOF CURB TYPE - DIRECT DRIVE - - 1200 1200 ELECTRIC V/O/HZ 120/l/60 0.4 AMPS 120/i/60 OA AMPS OPERATING WEIGHT 13.2 LBS 12.8 LBS ACCESS. - BACKDRAFT DAMPER - ROOF CURB TYPE - FIRESTAT - DISCONNECT SWITCH - SPEED CONTROL - OCCUPANCY SENSOR X x - - - - - - - - - REMARKS x 6"0 SHEET METAL DUCT, x SEE PLANS FOR TERMINATION. x TIE TO LTS, x 6"0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. REDUCER BOX-R N.T.S. TERMINATION BOX-T N T.S. NOTE: REDUCER AND TERMINATION BOXES TO BE 2"BIGGER THAN LARGEST DUCT ENTERING IT. COORDINATE PLACEMENT OF ALL DUCT WORK WITH OTHER TRADES PRIOR TO INSTALLATION. V) N p CN ofOi I.i N yQ1, M U cdo L- a O N DO r N Q 4d / o a- o) 01 000 E o UM p i m t m U o Qy 00 O N CQ C-4 2 V) 04 L4 r ® W Z m UW a� vtv N, ��.6 oa o ` v HA 1�S m W O N Q 00 0 N 0 W ~ K to U) W - a LLOU, as F_ LLI Lu Z Cn a LLI Cn m a o a (n N a 00 rn V Ch Q 0 Cr W m L o LL U w Cn LU = U 7 Ua � C 06 0 W N J Z I f� D] J NQ J J _U Z Q LU m n Q yU wW 3 g 22 F2 o� PROD. NO. 20-3660 DATE 02/25/2021 SHEET NMO, 3 SHEET 1 3 OF 2111 ral rn N 6 N N N O N i N w a, 3 CL w a C N O c0 CD M O a w CD c a� 0 cD 0 ch 0 U c a� E U O cl E 0 U 'w a� N �U O O Q 06 V- O ro H m W W J_ LL .....,. V / N O c 0) 0) M 4— 5 5 (6 U) ® ® U LL uD_ U NOOK (0 N m L/ / N O O � V I � > VP VP COVERED PORCH VP VP Ico 1 0 vi co IFNF;ll __ IKI P , _ --w-- IRA N LLI -`-- -3. 3 . 3 ® O m I MASTER BEDROOM a Ji I I I F � I I i I DINING I I GREAT ROOM ( J skq�`� I y 0 6•. jI I I �' iG R � e• I I I I I —.--__—._._--- -- _ _ _ _ ___ __ OR. ALN I I �!'co z W.I.C. I _.__ ,.......... I I i I} W.LC• I---�-._- J I l _ I� _ ILL _ FOYER a EF _ _ _ _ EFro5. s/D s/D I I tl — — — ..w......._ GUEST BEDROOM'' I I I I EF _ =�N LU BATH # - _of I TO 2ND FLR LTS LAUN � ' J w 00 # Z i a W OFFICE 0- ai ----- 1 _. COVERED PORCHr T—--� I o a > — _ — ---to W a —� D) 2 AR"GA GE co v 0 0 _.. O U } m ( o W Y U) O O U W z O 0 0 U d C .a O z ��// > LL i J Nm N U J ® w } U w 3 w o � PROJ. NO. 20-3660 DATE 02/25/2021 SHEET NO. E-1 SHEET 1 4 OF 21 O � A `o m.$oraAE y ✓9 bNy�9 9 lj W F $ V 1. tin q m N N U1 O O N QN m r= p � N 0 0 ate. p � 0 � Q. p J m as ral N N O N N T w F— Q ❑ oI 3 a a w 2 N N a c (D 0 0 ca M O N w N N a c 0 0 0 M O N cl U U) c m E U O ❑ C O E E O U 'w m U O W N Q tf O L co vi N L f6 H L A W H Q m 3 a: w 2 N a) C N O O O M O d W N C N O O co M O IN 0 cl Q U di J LL ui H T N O N N w H Q m 3 a w 2 N N C N 2 O CO (D M O IN IL w N N C N O (O CO M O cl 0 Q U i RESIDENTIAL LOAD CALCULATIONS FOR ENTIRE HOUSE PER NEC-220.82(A),(B),(C> APPROXIMATE SQUARE FOOTAGE = 4069 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 4,069 SO. FT. x 3 VA 12.2 KVA (5) SMALL APPLIANCE CIRCUITS @ 1,500 VA EACH 7.5 KVA (7) BATH EXHUAST 0.7 KVA (1) SITE LIGHTING PANEL (OPTIONAL) 1.2 KVA 13) REFRIGERATOR 2.4 KVA (1) MICROWAVE 1.6 KVA (1) GAS RANGE/ OVEN 0.4 KVA (1) RANGE HOOD 1.2 KVA (1) DISH WASHER 1.6 KVA (1) DRYER 5.0 KVA (1) WASHER 1.1 KVA (2) GAS TANKLESS WATER HEATER x2 0.4 KVA (0) RESERVED 0.2 KVA (1) IRRIGATION 2.4 KVA (1) GARAGE DOOR OPENER 1.2 KVA (0) RESERVED 0.0 KVA (0) RESERVED 0.0 KVA .LAUNDRY SMALL APPLIANCE INCLUDED TOTAL 39.1 300 AMP SERVICE KVA FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40Y 29.1 KVA @ 40% 11.7 KVA AIR CONDITIONING -LG MOTOR(2.1) @100% 2.1 KVA LARGEST MOTOR (2.4 KVA) @ 125% 3.0 KVA HEAT STRIPS 1 173KVA) @ 100Y 17.5 KVA FUTURE POOL 6.5 KVA FUTURE BARN 8.3 KVA TOTAL PANEL 59.1 KVA PANEL SIZE 1 59.1 KVA / 240V) = 247 AMPS EXTERIOR PNL-A 120/240V 10 3W 300A MLO (3) 350 CU THWN & (1) #2 GND IN 2" C, _GRADE 1 # 2 Cu 1 # 2 CU BOND T0� FOOTER STEEL ELECTRICAL NOTES: 1) NEW TYPEWRITTEN CIRCUIT IDENTIFICATION MUST BE ON PANEL BOARDS A & C. 2) ALL 20 AMP SINGLE POLE BREAKERS SHALL BE EITHER GFCI OR AFCI TYPE OR COMBO.. 3) ALL 120V RECEPTACLES IN LIVING/SLEEPING AREAS SHALL BE TAMPER RESISTANT 4) EXTERIOR 120V RECEPTACLES SHALL BE WATER PROOF GFCL WIRE METHOD: -CONDUCTORS SHALL BE THHN/THWN. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO. 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. NEW CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. -NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL NEW CONDUCTORS SHALL BE COPPER. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT. IN DRY LOCATIONS "NM" CABLE MAY BE USED IN ACCORDANCE WITH NEC RESTRICTIONS AND REQUIREMENTS. EXPOSED ABOVE GRADE CONDUIT MAY BE "RMC", ' GRC", "IMC", "EMT" OR "FMC". "LFNC" SHALL BE USED FOR CU'S AND WATER HEATERS. -"FMC" AND "NM" LENGTHS IN EXCESS OF 6' SHALL HAVE A SEPARATE GROUNDING CONDUCTOR, UNLESS UL LISTED AS APPROVED FOR GROUNDING AT THE INSTALLED LENGTH. INTERIOR GARAGE 120/240V 0 5/8"OX10FT GND ROD TO UTILITY XFMR (3) 350 CU THWN IN 2" C. OR PER UTILITY BOND TO C.W.P. ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.E.C. 2017 EDITION) AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. 4. OUTLET BOXES SHALL BE RESIDENTIAL GRADE TAMPER RESISTANT IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 5. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 7. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. 8. ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE. 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR, 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY, 11. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 12. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE BY CONTRACTOR AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED, 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17. CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS, 18, ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1, ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATION, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 1 ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL Be FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION. 4. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 5, AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. ELECTRICAL SYMBOL LEGEND 6 110V RECEPTACLE 6 110V SWITCHED RECEPTACLE QUAD-PLEX RECEPTACLE 41� 4ll WP WATER PROOF RECEPTACLE fi GFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ® 220V RECEPTACLE G FLOOR RECEPTACLE Q JUNCTION BOX COLLECTION BOX FOR CONDUCTORS ABOVE CEILING - NO ACCESS IS REQUIRED STRUCTURED CABLE TELEPHONE JACK Lp DISCONNECT 0 ELECTRICAL CIRCUIT BREAKER 0 ELECTRICAL PANEL MAIN DISTRIBUTION PANEL ® DATA/TELEPHONE,HUB m FIRE ALARM PANEL ELECTRICAL METER EF EXHAUSTFAN COMBINATION WALL MOUNTED SMOKE DETECTOR CARBON MONOXIDE DETECTOR COMBINATION S/D CEILING MOUNTED SMOKE & CARBON MONOXIDE DETECTOR OT THERMOSTAT p PUSH BUTTON -GARAGE DR OPENER GARAGE DOOR OPENER © RECIRCULATING PUMP CEILING FAN W/ JUNCTION BOX OWNER SELECTED j� CHANDELIER LIGHTING FIXTURE OWNER SELECTED, 150W MAX Q RECESSED LIGHTING FIXTURE OWNER SELECTED, 32W MAX RECESSED LIGHTING FIXTURE QVP OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION MICRO RECESSED LIGHTING FIXTURE oQ OWNER SELECTED, 32W MAX UL LISTED - WET LOCATION 8.EB EYEBALL FIXTURE/ART LIGHT CEILING MOUNT LIGHTING FIXTURE OWNER SELECTED, 42W MAX y'q PENDANT LIGHTING FIXTURE OWNER SELECTED, 42W MAX ACE MOUNT FLUORESCENT FIXTURE W/ 12) T-8 LAMPS OWNER SELECTED, 64W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX 2' SURFACE MOUNT UNDER CABINET FIXTURE OWNER SELECTED, 18W MAX EXTERIOR STEP LIGHT © POURED IN STEPS OWNER SELECTED, 32W MAX EXTERIOR WALL MOUNT FIXTURE OWNER SELECTED, 42W MAX 2 VANITY FIXTURE OWNER SELECTED, 42W MAX n CFL FLOOD LIGHT I� OWNER SELECTED 150W MAX SWITCH BANK -OWNER VERIFY TYPES & LOCATIONS $3 3-WAY SWITCH $< 4-WAY SWITCH $o DIMMER SWITCH DE= CHIMES KP 1 LOW VOLTAGE KEY PAD ® MOTION SENSOR 0 TIME CLOCK 105 LOW VOLTAGE NUMBER U.C. UNDER COUNTER C.M. CEILING MOUNTED A.F.F. ABOVE FINISHED FLOOR NOTE: -RECEPTACLES SHALL BE MOUNTED IN BASEBOARDS -SWITCHES SHALL BE MOUNTED AT 48" -ALL LIGHTING FIXTURES SHALL BE 120V AND UL LISTED FOR THE LOCATION AND USE. -ALL FIXTURE TYPES PER OWNER/ G.C. -ALL SWITCHING & AUTOMATION PER OWNER/ G.C. W 1 N p /1 1 U co �d N m y.... J .,�J M 5cO � u •��jj chi IL ro `off N 0] r yag N a ro V o> m co E O co N m U o N N r N V) r N P N � n p N N r �.m r m LLI H Z m w a� C 9 o a m E2 n.m.ga � o V $LA9 C�du ^cz° m N W o N ¢ co N r- p W ~ U) Of W U) - a as W W Co W m Cn m 0 w it a U) N a¢ � O O co a 0 O L)- U) W m w J D � U (n N w W U [L U 06 Q� Q 06 -0 O U- co N W F- 0) p i Z N m J -1 U J_ Ca) NJ 3 o G P W F- PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. E-5 SHEET 1 8 OF 21 a N LO O w F- w H Q m 3 a w 2 N N C N O O fD M O CN M w 2 N N C N O (D (D M O IN 0 0 Q U U) 6i J_ LL r N O N e N W H Q m 3 a w 2 N N c C N O co co (M O IN d w N c C N O (D O M O 0 Q U w F- N O N N w H Q 3 17 a w 5 IN -a c N CJD 0 M 0 CN w a) c N 0 co r> 0 N cl cl U_ U) PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE MFG: TYPE AND TRIM _FAUCET SUPPLY TRAP PIPE SIZES REMARKS HOT COLD WASTE VENT ID DESCRIPTION MODEL WC WATER CLOSET KOHLER BY — McGUIRE INTEGRAL — 1/2" .3 1-1/2" WHITE VITREOUS CHINA, PROVIDE WITH ELONGATED SEAT W/ COVER. TANK TYPE OR EQUAL OWNER OR EQUAL KOHLER BY BY McGUIRE McGUIRE 1/2" 1/2" 2" 1-1/2" WHITE VITREOUS CHINA lAV LAVATORY OR EQUAL OWNER OWNER OR EQUAL OR EQUAL TUB KOHLER BY BY McGUIRE McGUIRE 1/2 1/2" 2" 1-1/2" BATHTUB OR EQUAL OWNER OWNER OR EQUAL OR EQUAL SH SHOWER KOHLER BY BY McGUIRE MCGUIRE 1/2" 1/2" 2" 1-1/2" / OR EQUAL OWNER OWNER OR EQUAL OR EQUAL LS LAUNDRY ELKAY BY BY McGUIRE McGUIRE 1/2 1/2 2 1-1/2 SINK OR EQUAL OWNER OWNER OR EQUAL OR EQUAL KS KITCHEN ELKAY BY BY McGUIRE McGUIRE 1/2" 1/2" 2" 1-1/2° UNDERCOUNTER MOUNT, EXTEND HW AND WASTE TO DISHWASHER SINK OR EQUAL OWNER OWNER OR EQUAL OR EQUAL WOB WASHER OUTLET BOX GUY GRAY BY — — McGUIRE 1/2" 1/2" 2" 1-1/2" RECESS IN WALL W/ SHOCK ARRESTORS AND SINGLE LEVER WATER SHUT—OFF OR EQUAL OWNER OR EQUAL KOHLER BY BY McGUIRE McGUIRE 1/2" 1/2" 2" 1-1/2" HS HAND SINK OR EQUAL OWNER OWNER OR EQUAL OR EQUAL HB HOSE BIBB WOODFORD BY _ _ 3/4" — — SUPPLY W/ INTERGRAL VACUUM BREAKER OR EQUAL OWNER — — FD FLOOR DRAIN J.R. SMITH OR EQUAL 371OC-150-350 _ _ _ — — 2" 1-1/2" PROVIDE APPROVED TRAP GUARD INSERT FOR TRAP SEAL EVAPORATION PROTECTION gp BIDET KOHLER BY _ McGUIRE McGUIRE 1/2" 1/2" 2 1-1/2 OR EQUAL OWNER OR EQUAL OR EQUAL NOTES: 1. ALL FIXTURES AND APPURTENANCES SHALL COMPLY WITH THE STANDARDS SET FORTH IN THE FLORIDA PLUMBING CODE. 2. REFER TO THE ARCHITECTS DRAWINGS FOR LOCATION AND QUANTITIES OF ALL FIXTURES. 3. OWNER TO SELECT ALL FIXTURES AND TRIM. ALL FIXTURES TO BE INSTALLED BY THE PLUMBING CONTRACTOR. WATER HEATER SCHEDULE 1-1/2"VTR J` GENERAL DESIGN DATA ITEM SERVICE MFR. No. LOCATIO APACITY H UP H— GAS RHEEM RTGH-95XLN-2 11,000— WATER OR EQUAL EXTERIOR TANKLESS 199,000 1 HEATER H- GAS RHEEM RTGH-95XLN-2 11,000— WATER OR EQUAL EXTERIOR TANKLESS 199,000 I I HEATER PLUMBING SPECIFICATIONS 2"o 1. GENERAL CONDITIONS: MATERIALS: NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS AS INDICATED ON THE DRAWINGS, BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ASA, FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. HE SHALL COMPLY WITH ALL NATIONAL AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS AND THE STATE ENERGY CODE. 2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL PATCHING AND CUTTING REQUIRED TO SATISFACTORILY PERFORM HIS WORK. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT. 4. WORK INCLUDED: THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS ARE INTENDED TO SECURE THE PROVISION OF ALL MATERIALS AND LABOR NECESSARY FOR ALL PLUMBING WORK AS CALLED FOR HEREIN AND AS INDICATED ON THE DRAWINGS. SYSTEMS SHALL BE COMPLETE WITH ALL NECESSARY APPURTENANCES AND MINOR AUXILIARIES REQUIRED TO MAKE EACH SYSTEM COMPLETE IN EVERY RESPECT. ALL WORK DESCRIBED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS OR VICE VERSA SHALL BE FURNISHED IN COMPLETE WORKING ORDER. FOLLOWING IS A GENERAL DESCRIPTION OF WORK TO BE DONE: NEW DOMESTIC HOT & COLD WATER DISTRIBUTION SYSTEM CONNECTED TO PUBLIC WATER MAIN. NEW SANITARY AND WASTE PIPING CONNECTED TO PUBLIC STREET MAINS, NEW VENT PIPING EXTENDED THROUGH THE ROOF. TESTS, ADJUSTMENTS, SHOP AND AS -BUILT DRAWINGS, PERMITS, CERTIFICATES AND APPROVALS. PIPE INSULATION ON ALL WATER PIPING. HANGERS AND SUPPORTS. ALL REQUIRED VALVES, CONTROLS AND VALVE ACCESS DOORS. 6. PIPE INSTALLATION: THE WORD 'PIPING' IN THIS SPECIFICATION MEANS PIPE, FITTINGS, NIPPLES AND VALVES AND SHALL BE CONSIDERED AS SUCH IN THE INSTALLATION. ALL WATER PIPING SHALL BE RUN LEVEL AND GENERALLY FREE OF TRAPS AND UNNECESSARY BENDS, ARRANGED TO CONFORM TO THE BUILDING REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCES FOR OTHER MECHANICAL WORK. ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY AT LEAST 6" (CENTER TO CENTER) AND INSTALLED SO THAT THE PIPES DO NOT COME IN CONTACT. WHERE THE PIPING IS PARALLEL, AMPLE SPACE SHALL BE PROVIDED BETWEEN PIPING FOR THE PROPER THICKNESS OF COVERING AND PROPER OPERATION OF VALVES, ALL PIPING SHALL HAVE REDUCING FITTINGS WHERE ANY CHANGE IN THE PIPE SIZES OCCUR. NO BUSHINGS WILL BE ALLOWED. NO VALVE STEM SHALL BE INSTALLED BELOW THE CENTERUNE OF THE PIPING IT SERVES. CONNECTIONS BETWEEN WATER PIPE, FITTINGS AND EQUIPMENT OF FERROUS AND NON-FERROUS METALS SHALL BE MADE WITH DI -ELECTRIC INSULATING COUPLINGS. 7. INSULATION: PROVIDE 1" ARMAFLEX INSULATION ON ALL HOT AND COLD WATER PIPING, VALVES, AND EQUIPMENT. 8. HANGERS AND ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED HANGERS AND SUPPORTS. HANGERS IN CONTACT WITH COPPER SHALL BE COPPER -PLATED, PIPING SHALL NOT BE HUNG FROM THE PIPING, DUCTWORK OR CONDUITS OF OTHER TRADES. 9. PINES, FITTINGS AND JOINTS: ALL WATER PIPING SHALL BE HARD DRAWN, COPPER TUBING TYPE "L". FITTINGS SHALL BE WROUGHT COPPER. COPPER TUBING AND PIPING SHALL BE MADE UP WITH SOCKET FITTINGS, WITH 95-5 SOLDER JOINTS OR WITH SILVER SOLDERED BRAZED JOINTS. (ASTM B 88) SANITARY, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC/DWV OUTDOOR LIQUEFIED PETROLEUM GAS (LPG) PIPING FROM SECONDARY REQULATOR TO BUILDING WALL TO BE POLYETHYLENE PLASTIC PIPING, SDR 11.0. INDOOR LIQUEFIED PETROLEUM GAS (LPG) PIPING FROM OUTSIDE WALL TO APPLAINCES TO BE SCHEDULE 40 BLACK STEEL PIPE ASTM A 53 WITH MALLEABLE IRON FITTINGS. 10. VALVES: DOMESTIC HOT AND COLD WATER SHUT-OFF VALVES SHALL BE "MILWAUKEE" #BA-155 (OR APPROVED EQUAL); SWEAT ENDS, FORGED BRASS, FULL PORT, BALL -TYPE VALVE (OR APPROVED EQUAL). 11. EQUIPMENT CONNECTIONS• CONTRACTOR SHALL FURNISH ALL REQUIRED VALVES, FITTINGS, VACUUM BREAKERS, TRAPS, ETC., NECESSARY FOR THE COMPLETE HOOKUP TO PROVIDE PROPER OPERATION OF EACH PIECE OF EQUIPMENT. IN CONNECTING TO EQUIPMENT, MANUFACTURER'S RECOMMENDATIONS AS TO SIZE AND ARRANGEMENT OF CONNECTIONS SHALL BE FOLLOWED, BUT WITH SIZES SHOWN ON PLAN BEING FOLLOWED. 12.INSPECTIONS AND TESTS: THE OPERATION OF THE EQUIPMENT AND PIPING INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE OF THE WORK BY THE OWNER. THE FINAL ACCEPTANCE IS TO BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS SYSTEM AND DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND HAS FURNISHED REQUIRED CERTIFICATES. TEST ALL SYSTEMS IN FULL ACCORDANCE WITH LOCAL, STATE AND UTILITY COMPANY REQUIREMENTS. PLUMBING SYMBOLS SANITARY & WASTE PIPING BELOW FLOOR (S) (W) ------- --- ---- ------ ..__..___.____..__-._...__...._... SANITARY & WASTE --------- PIPING ..- ..... .. ABOVE ... ___ ------ FLOOR (S) -.._.__.. (W) - - - - - - - - VENT PIPING (V) - - COLD WATER PIPING (CW) -- HOT WATER PIPING (HW) - - ... _.......... __ _-------- ----------.._ HOT WATER RETURN PIPING (HWR) LP LIQUEFIED PETROLEUM GAS PIPING (PROPANE) BALL VALVE (� GATE VALVE - -� N CHECK VALVE U CLEAN OUT DECK PLATE I HORIZONTAL CLEANOUT �j ------------- GAS COCK Lr P TRAP PIPE DOWN, DROP & RISE PIPE UP —0-- TEE PLAN UP _ --- __._ -------- TEE PLAN DOWN CTG CLEANOUT TO GRADE VTR VENT THRU ROOF HB __.____....___..._....._ ............._._ .. HOSE BIBB W/ VACUUM BREAKER CTG CLEANOUT TO GRADE FD FLOOR DRAIN ( BRONZE FINISH) HD CONDENSATE OPEN HUB DRAIN * NOTE THAT NOT ALL SYMBOLS APPLY TO THE PROJECT I E �CO9 ,EQ �CO9 ,EQ r G L C rwJ' V V ✓ � 0 U L 9 O CO v d ° � 3 F rY090 ro' N W o N Q co N r 0 w ~ n U 0_ cn a D as H- w w 2 In 6i U w w N In m ❑ w o a to N � � w rn M Q O LL cn m ❑ w w J In N w o U U w U N -p O LL 06 U U) -I O N m Z (7 a� g z �> Wm _ > Z C� Q U) PROJ.NO. 20-3660 DATE 02/25/2021 SHEET NO. P-3 SHEET 2 1 OF 21