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HomeMy WebLinkAboutBUILDING PLANSBROOKVILLE HOMES, INC. PORT ST LUCIE, FL PROPOSED RESIDENCE FOR: MR. AND MRS . DEDRICK 2314 ATLANTIC BEACH BLVD. FORT PIERCE, FL 34949 REV PL OF FORT PIERCE SHORES UNIT 49 BLOCK 30, LOT 18 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING D( ORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS OPENING PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT ID. NUMBER DESCRIPTION. TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. ® OVERHEAD 824/811 DAB DOM N/A life' X 1-W MIN. EMBED. LAG SCREWS +36.0 +29.8 �1 I�©A./17-1018.12 GARAGE DOOR COMPANY, INC. {ONE PER BRACKET) -44.0 -34.6 GLAZED Y4" X 1-Y4" MIN. EMBED. TAPCONS B Q SINGLE DOOR FIBERGLASS DOOR WITH PLASTPRO INC IMPACT AT 6"/14 O.C. +/-65.0 +32.9 -50.7 FLU 15210.7 POLY -FIBER JAMB FRONT ENTRANCE SS FIBERGLASS Al X 1-Yi MIN. EMBED. TAPCONS +34.3 © Eli x 8'-0" PLASTPRO INC IMPACT AT 6'/14 O.C. +/-50.0 -37 5 FL1F 15180.4 DOUBLE DOORS Y4" X 1-47 MIN. EMBED. TAPCONS O VINYL 2 PANEL SLIDING SERIES 5570 PGT IMPACT 9 ANCHORS HEAD/SILL• C3+1 (3 CLUSTERED AT PANEL MEETING POINT & 10 MIDSPAN) +/-80.0 +34.3 -43.5 NOA #17-0420.06 GLASS DOOR JAMB: 5 P-HOOK: 8 VINYL A" X 1-Y4" MIN. EMBED. TAPCONS PER NOA +37.0 ® SINGLE HUNG SH-5500 PGT IMPACT +/-50.0 -49.0 NOA #17-0630.05 WINDOW * FRAME DIMENSIONS A" X 1-Y4" MIN. EMBED. TAPCONS F SINGLE DOOR FIBERGLASS DOOR PLASTPRO INC N/A +/-65.0 +39'2 -39.4 R./ 15210.12 AT 6"/14 O.C. PRODUCT DESCRIPTION MODEL NUMBER MANUFACTURER ATTACHMENT TYPE, SIZE, SPACING & EMOBEDMENT PRODUCT DESIGN PRESSURES (PSF) BUILDING DESIGN PRESSURES (PSF) APPROD VAL CT AL NO. SHINGLES ROOF HERITAGE TAMKO ROOFING NAILS PER FRO 905.2 ASTM D 3161 VASO: 132 MPH FL�t18355 PREMIUM 6 PER SHINGLE CLASS F ALUMINUM TUBE Ys X 1-Y4' MIN. EMBED, TAPCONS +35.4 MULLIONS MULLION PGT " FL#261.1 14.754.375 (2) ANCHORS PER CUP 0 4.75MIN. O.C. + 2 Ye" EDGE DISTANCE HVHZ IMPACT HURRICANE SHUTTERS STORM PANELS N/A (0.050" ALUM.) SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8' HI -RIB SELF FURRED EXPANDED METAL LATH WITH "K-PAPER" BACKING (CEMCO; 3.4 LBS/SQ, YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS NTH NOT APPLICABLE SOFFIT COVERING STUCCO STUCCO #B(MW) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV. ASTM A307 STEEL) SPACED 5" NOT APPLICABLE +43.3 -58•0 (FBC-R616.4 & O.C. MAX (2 SCREWS PER EA. SO. FT. OF LATH). 5/8' THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN R703.1.1) CONFORMANCE WITH ASTM C926, 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. e» 2. MAIN EGRESS DOOR MUST BE IMPACT RESISTANT. 3. ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 ABD SHGC LESS OR EQUAL TO 0.25. 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FEMMA/AMA 200-9. CONTRACTOR SHALL SUBMIT 0 FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE iT. NAME: BRiAN MASKOL P.E. CERTIFICATE NUMBER: 66080 1"A N Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: PcdihIll iec,tcllQ� ol- �y f7 r� Project Address: Zfa `Wlr- 'E'uGa�',c S74,,A\ ?JVd, ZJ- �iPJ-co, Permit k: ISO G' -olj C0 Orcupancy Type: ' Construction Type: INSTRUCTIONS FUR USE' • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copie+for commercial with all permit applications involving the following: XNew Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the H above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida TZcx,weaW Code Fifth Edition with 20 11 Supplements using ASCE 7-10 2. Structure Designed as (check one): 7 Enclosed _Partially Enclosed _Open 3. Risk Category: _I _y. II _ill __IV Exposure Category: ^B )CC _D 4. Design Wind Velocity 1-10 mph _ASD Y_LRFD End Zone Width: "{' ft 5. Mean Roof Height %5 it Roof Pitch: :12 Parapet: - ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): pyl 11 t247 i'?-A r VOM } 3 t.q } _1 , Zone 1:.-' Zone2: 'r�`l.Vi Zone 3: ° Zone 4:-4r-I.l Zone S: °-S0•'T Garage:-3'H�-(o 7. Design Loads: Floor: "" PSF Roof/Dead: l�{ PSF Roof/Live: 20 Bafcony: PSF Dock: I PSF Deck: ' PSF Stairs: "� PSF Fence: , PSF Railings: I PSF S. Were Shear Walls Considered For Structure?Yes _Not Applicable Explain Why Not: 9. IsA Continuous Load Path Provided? °Yes _Not Applicable Explain Why Nat: 10. Design Soil Bearing Pressure: ­2COO PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County, \ r iL}40'' &etlfyfthat structural elements depicted on these plans provide adequate resistance to the design , f rcesspecified Print Name CertB & Co. Cert Auth. ?sf� ��c'�e �iYc� Co L.D za, 4� ` r Signature; Date/and S,eal _ 0 5k ) CLQ, , 4- t04- ' Company Name & Address Revseao7lzs/Za1a j !rt!iI!1. r SCANNED BY StLucieCoo CONCEALED FASTENERS OR ATTACHMENTS ARECON�C ORQF RECORDHE THESE PLANS AND ALL PROPOSEDONS `NOR'< APE SUBJECT TO ANV CORRECIRS vxT TI To Wi pjA44AP401CAlLLCODl4.Comiaw TERMITE TREATMENT REQUIRED � MANUFAGWP'FSCOH COMPW+NCE U lFWMpS AN SHW CODE MUST WITH FW Elm WNDWINDOWB FiENINN ON ALLpppA y tau ARE APPpO�ED UNTILINSrEM r rw�S•r ST. LL`CIE T� i tI > a LlA Cr REVIER ED FOR C REVIEWED Y -- DATE LIT ASG5T RP f{1' b?i job PLANS AND iC"f ]ON WILL 81L �1AI1�;, J ..� DRAWING INDEX: C - COVER SHEET Al - FOUNDATION PLAN A2 - FOUNDATION NOTES & PLUMBING RISER DIAGRAM A3 - FLOOR PLAN A4 - EXTERIOR ELEVATIONS A48- EXTERIOR ELEVATIONS A5 - CONSTRUCTION DETAILS A6 - CONSTRUCTION DETAILS II _ A7 - CONSTRUCTION DETAILS III o-SEx C 2�2 e"3 r=•'va ax' q ~vim ` p(� v .. A8 - ROOF FRAMING PLAN & NOTE JUL 25 2018 E1 - ELECTRICAL PLAN Permitting Department M1 - MECHANICAL PLAN St, Lucie County, FL T1 - CONSTRUCTION MATERIAL SPECI ICATIONS T2 - CONSTRUCTION MATERIAL SPECIFICATIONS II ij�_ - DRAFTING SER.VICMS LOAN JA P„ L MONB: Mai 2 i7-7r 12 q in � a � 4 q a N O z �, o to U t) H no w ao on Q 0 � 0 zdd 00 �I U ° c *+ U U W` o 11 A Pga'w A�P4o W a x o O I"xl y'1 M O N LU ZI- 7 V to m L- O rn M N Z ^ W m o �+ un .wy . 00 m N VILL 65 F F n InLit� u ��V N a a LLI w to Ln N r Date: 2t� SCALE: N.T.S. JOB, No: 518-0319 C(JP..VC .TWVffV 28'-6" 27'-10" 6'-8" 10,-0" 1 V-10" 0 25SH 25SH 117M 13'-8°° 4'-4" 9°-2"� I ir1 ■ a BATH #3 QW W ■ 9'-4"CLG/TILE E 10 �N 00 BEDROOM #4 ,\ J 9'-4"CLG/CARPET V) ■ CV ■ I ■ 9'-4" CLG. - - - 1 G'-8" CLG. rn F2-8- V-6'° 5'-10" I 4'-0" 9'-2" CV � w ■ e b 50613D6L BF 04 — " --- 5068DBL BF ■ 11 V- 4" I i Q� a m I FAMILY ROOM U) ■ I 10" COFFER/TILE Lu BEDROOM #3 I = 9'-4"CLG/CARPET In IN w I I la = V) T 4 U o N. I IN NW 1 O1 00 cc a 10'-8" CLG. ■ ■ ■ — — PRE -CAST LINTEL _ ■ ■ PRE=CAST LINTEL— — ■ ■ Ld ■ D ■ I a I o� w Z W r 00 A l iry 13'-11" 13'-11" COVERED PATIO a B4 cH /TILE 20 U)sin c� ■ 2868 wUy 00 Cq 9'-4"CLG/CONC. Cj rn I J:�1 z D ��� O (0 W o = J 0 5'-7" 14'-1" 8'-2" D (2) 25SH 607 SGD L-22 t° N L) v� Y COCL z ■ ■ 0 N 0 rn ■ , AD OH A� " " U ■ ■ ■ ■■ •' ■■ ■■ 1h V _ `� ry U' I ~ a h r 15'-6" 1 V- 6" 15-4" n■ V) W �? II r- -----s--- -� ,--------------� Of I w 00 I V) to BEDROOM #2 6-1 � j N N 9'-4"CLG/CARPET Br I I ■ ■ p 7'-0"' V-8" I DINING ROOM I ( sTEP OUPETR TIL, 4? 5068DBL BF II I MASTER BEDROOM �� � 10COFFER/CARPET .11 ■ o 5068DBLZBF-AJH LNDRY \ --'"---NUj �O J9°-4"CLG/TI HW V) V) HEADER E o 11'-4" 7'-6" 2'-2" 5' 6" 3'-5" 6'_5" ■ C`"I kRATE DEN3"DIA.x48" oa6s6 4'-0" � STEEL 10'-8"CLG/TILE�gggGUARD POST I FOYER o ---------- —� 200r------------ w/WEATH STRIP w Y4'x1O" SQUARE BASE w/(4)"x2 F--_ 54TCEgg I w�PULL DOWN I _ 10'-8"CLG W.I.G. a W.I.C. d I ■ I o J V WEDGE BOLTS L = 41 M V) -STAIRS- _j FODESIGN AmGC TRUSS (2) 6SH — a 6 8OSC DBL EGRESS - N �------------- ■ ------- _---- 2868 PK J ■ '�`+ O ■ ■ C 2—CAR GARAGE aE ENTRY o' ` " a ■ C" z a 9'-4"CLG/CONC. g 12'-0"CLG/CONC. a \ 5' 5" 6'-4" 5'- H M1 = 0 I ` <i ° a ■ - PRE -CAST LINTEL (� ■ / ■ M _ ■ L-21 CV % ow 1 00 MASTER BATH Nto ■ 9'-4"CLG/TILE ■ r \ / ■ ■ \ y 00 \ \ / , 00 1 8" WIDE STEP UP 60" NB ■ ■ CONCRE E LAB `\ // ■ ■ ■ ■ ■ ■ ■ ■ - 24SH TEMP Q L-4 16080 OHGD A 4'-0" 16'-0" 4'-( 5'-2" 9'-2" 3'-6" 24'-0" 17'-10" 5'-10" 6'-10" V-10" 60'-4" PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDULE: MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL LENGTH LINTEL TYPE SAFE GRAVTY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 7'-6" 90" U-LINTELS 26('1 769 1634 406 8F16-1B/1T L-2 7'-6" 90" U-LINTELS 26(11 - 1634 378 8F16-1B/1T L-3 V-4" 64" U-LINTELS 5365 204 2290 106 8F16-18/1T L-4 17'-4" 208" PRESTRESSED 950 388 464 186 8F16-1B/1T L-5 7'-6" 90" U-LINTEL 2661 769 1634 406 8F16-1B/1T L-6 4'-6" 54" U-LINTELS 6113 388 2724 186 8F16-1B/1T L-7 4'-6" 54" U-LINTELS 6113 558 2724 279 8F16-1B/1T L-8 4'-6" 54" U-LINTELS 6113 558 2724 258 8F16-1B/1T L-9 4'-6" 54" U-LINTELS 611:3 388 2724 186 8F16-1B/1T L-10 4'-6" 54" U-LINTELS 6113 525 2724 262 8F16-1B/1T L-11 N/A L-12 7'-6" 90" U-LINTELS 26f!1 774 1634 594 8F16-1B/1T L-13 13'-4" 160" U-LINTELS 1075 436 606 190 8F16-1B/1T L-14 13'-4" 160" U-LINTELS 1075 333 606 206 81`16-16/1T L-15 9'-4" 112" U-LINTELS 1843 333 1133 206 8F16-1B/1T L-16 3'-6" 42" U-LINTELS 6117, 572 3547 264 8F16-18/1T L-17 7'-6" 90" U-LINTELS 2661 514 1624 234 8F16-1B/1T L-18 3'-6" 42" U-LINTELS 6113 433 3547 199 8F16-1B/1T L-19 3'-6" 42" U-LINTELS 6113 433 3547 199 8F16-1B/1T L-20 V-6" 42" U-LINTELS 6113 373 3547 372 8F16-1B/1T L-21 19'-4" 232" PRESTRESSED 1716 290 746 143 8F32-1B/1T L-22 4'-O" 48" U-LINTEL 6113 615 3060 288 8F16-1B/1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL, 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING MDTH AND HEIGHT PRIOR TO CONSTRUCTION. 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL 0 EACH SIDE OF OPENING. 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED, WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM. _ #5 REBAR CONTINUOUS ALONC TOP OF WALL F = FILLED WITH GROUT / U = UNFlLLEJ r QUANTITY OF #q5 REBAR AT _';' 1 BOTTOM OF LINTEL CAVITY q J F I m Z F1 6-1 B%1T no I z LOUANTITY OF #5 o _ 1-1/2" CLEAR 8" BOND BEAM BLOCK (RINKER/CEMIX #T81 OR EQ.) GROUT SOLID (3000 psi) #5 REBAR AT BOTTOM 3/4" CLEAR OFF •`• ", '' REBAR AT TOP • LINTEL CAVITY NOMINAL HEIGHT 7-5/8" ACTUAL NOMINAL WIDTH 8" PRECAST LENTIL NOMINAL WIDTH 8" 8F16-1B/1T LEGEND ❑—W] VTR 25SH 2868 9'-4"H x 8" CMU MASONRY WALL 10'-8"H x 8" CMU MASONRY WALL 12'-O"H x 8" CMU MASONRY WALL INTERIOR 2x4 STUD BEARING PARTITION WALL R-11 INSULATION INTERIOR 2x4 STUD NON -BEARING PARTITION WALL PRE -CAST CONCRETE LINTEL DESIGNATION (SEE SHEET-A3) SOIL PIPE VENT THROUGH ROOF WINDOW MARK (SEE MANUFACTURER'S SPECS FOR DETAILS) DOOR MARK (2'-8"W x 6'-8"H OPENING) NOMINAL WINDOW OPENING I.D. (SEE PRO(1UCT APPROVAL TABLE; SHEET-C2) AREA TABULATION A/C AREA: 2,329 SQ. FT. GARAGE: 554 SQ. FT. ENTRY PORCH: 89 SQ. FT. COVERED PATIO: 250 SQ. FT. GROSS BLDG. AREA: 3,222 SQ. FT. RECEIVED JUL 05 Z018 s-1. County, Permitting FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #5( 6"' 3Yo &Well # Date: 5 B Reviewer: ___12 �% — __ DRAFTING SERVICE3 10A PHONE: (772) 2 7-7"2 m N � O o rA in G rA pQj � � Q 2 0 A U A U 0 z� y Vi Q 5 Q z U I� a 0' 0.j C Pq �W�M !�( E4 �F N Q�w0 r_ W 44 M N O 0 M04 h+i M M N Z V1 Ln m z J LL U) W coo CC W W 0 N° JJN LnLn1`1 u L2L�v 00 Az y� LU W G1 N Date: SCALE: 1/4" = V-0" JOB No: 518-0319 OPA3 VERTICAL REINFO CIN & DOWELS SPACING (�] 4'-0" O.C. MAX. ND AS SHOWN (TYP.) 10'x 28' LONG 4" THI K MIN. POURED CONCRE U ILITY SLAB WITH THICK N IDGES REINFORCED WITH 6x6-W1.4x,.4 WW , I I F3 Al I A■ I� I■ I °r FB _ � I ■ 5°-4'° Iv-1112°I I■ I• ■ J F5 _ Ai ALIGN w/ROOF TRUSS GIRDER — ■ (SEE TRUSS LAYOUT PLAN " I ■ FOR ALIGNMENT) F1 Al TYPICAL 8" CONCRETE BLOCK WALL \ REINFORCED W/#5 BARS AS INDICATED WITH CONTINUOUS TOP OF WALL BOND BEAM USING (2) 8" "H" BLOCK w/(1) #5 BAR IN EACH GROUTED SOLID a 110�5� At d 1�- 4" THICK SLAB (2500 psi min.) REINFORCED w/ 6x6 - W,.4xW1.4 WOVEN WIRE MESH 4" PVC PIPE SLEEVE (OR FIBERMESH) ON 6 MIL VAPOR BARRIER OVER BELOW FLOOR SLAB CLEAN COMPACTED TERMITE TREATED FOR COMPRESSOR SUPPLY F4 PREPARED SUBGRADE (SEE SHEET-Tt) ■ I AND RETURN PIPE Al J AHU�� F4 ■,' — I fi Al At L � ALIGN w/ROOF TRUSS GIRDER F9 (SEE TRUSS LAYOUT PLAN A, FOR ALIGNMENT) F10 — — — — At — 0%a 36"x36"xl2" THICK (2500 PSI) (4)-#5 VERT. DOWEL CONCRETE PAD FOOTING WITH REINF. (TYPICAL) (3)-#5 BARS EACH WAY @ 3" Cl-R. FROM BOTTOM (TYP.) ■ Alit L J A111 J T AT — I Al / 3'- Fl1 ti TYPICAL 8" CONCRETE BLOCK WALL — REINFORCED W/#5 BARS AS INDICATED WITH CONTINUOUS TOP OF WALL BOND BEAM USING (2) 8" "H" BLOCK w/(,) #5 BAR IN EACH GROUTED SOLID �I ALIG— w/ROOF TRUSS GIRDER 7 I- (SEE USS LAYOUT PLAN AF-\ FO ALIGNMENT) 24"-0" 17'-10" _- 5'-10" 6'-10" MASONRY WALL, SEE PLAN 5 REBAR 048" D.C. (MAX.) & AS SHOWN ON PLANS )2" DIA.xi O" A.B. 024" Q.C. Y4NEI" WIDE BLOCK RECESS MAX. W/7" MIN. EMBED. 4" THICK (MIN.) POURED 2" (MIN.) P.T. SOLE PLATE GONG. (2500 PSI MIN.) ,4, F.F. BELOW EXISTING GRADE (2) #5 CONTINUOUS (TYP ) MIN. 6X6-Wl.4xWi.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) EXTERIOR WALL FOOTING SCALE: 318" = V-0" 10" VERIFY 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 6x6-W1.4xW1.4 WWM--7 s•.... ...° (OR FIBERMESH) THICKENED EDGE FOOTING WITH (2) #5 BARS CONTINUOUS _FOOTING AT OHG �- __ MASONRY WALL, SEE PLAN �`---#5 REBAR @48" Q.C. (MAX.) & AS SHOWN ON PLANS z 7-W CURB 4° THICK (MIN.) POURED > CONC. (2500 PSI MIN.) FINAL GRADE -- �-"� � 12" MIN. EMBEDMENT BELOW EXISItNG GRADE 3" MIN. CLEAR COVER (2) #5 CONTINUOUS REBAR----..-.- ,'_4^ 6^ (TYP.). MIN. �'-'-- 6X6-Wl.4xW1.4 WWM DOUBLE WITHIN 3 FT. �'a®' SECTION �y FROM FOOTING (TYP) CURB SECTION (OR FIBERMESH) rF�3/ SEARING SCALE: 316" = 1'-0"� 2x4 FRAMED NON --BEARING WALL SEE TYP, DETAIL FOR Xa" DIA.x10" A.B. 024" O.C.- .C. CONNECTION TO FOUNDATION MAX. W/7- MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE - w -3 X' THICK (MIN.) POURED Fig F• > GONG. (2500 PSI MIN.) 6x6-WI.4xWi.4 WWM 8�'- (OR FIBERMESH) I (1) #5 BARS CONTINUOUS c n�In 3 )¢" POURED CONC.— PORCH SLAB 12" MIN. EMBEDMENT BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR V-4^ NOTE: SEE SHEET-A2 FOR FOUNDATION AND MASONRY WALL CONSTRUCTION NOTES 4" OR 6" 2x4 FRAMED WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION ----_4" THICK (MIN.) POURED GONG. (2500 PSI MIN.) MONOLITHIC CONCRETE FOOTING WITH (3) #5 BARS CONTINUOUS BEARING SCALE: 3/8" = 1"-0" 0 FINAL GRADE---'—'� 12" MIN. EMBEDMENT BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR CURB ......., �i4 gL c a5 4" THICK (MIN.) POURED GONG. (2.500 PSI MIN.) °4 ---- 6X6-WI.4xWi.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FIBERMESH) " THICK (MIN.) POURED CONC. (2500 PSI MIN.) F.F. 6X6-Wl.4xW1.4 WWM (OR FIBERMESH) INTERIOR SHOWER CUR Aral F- _VR'• )r DIA.x10" A.B. 024" O.C. MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE INTERIOR STEP :ALE: 318" = V-0" BEARING. -S" MASONRY WALL, SEE PLAN -45 REBAR 046" U.C. (MAX.) & AS SHOWN ON PLANS —WX8" WIDE BLOCK RECESS 3 1¢" POURED CON 4" THICK (MIN.) POURED PORCH SLAB CONC. (2500 PSI MIN.) F.F. T5-i 12" MIN. EMBEDMENT BELOW EXISTING GRAL 3" MIN. (2) #5 CONTINUOUS f AR -COVER 2x4 FRAMED BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION -- 6X6-W,.4xW1.4 WWM (OR FIBERMESH) —4- THICK (MIN.) POURED CONIC. (2500 PSI MIN.) MONOLITHIC CONCRETE FOOTING WITH (3) #5 BARS CONTINUOUS SCALE: 318" = V-0" JRY WALL, SEE PLAN AR 048" O.C. (MAX.) 6 SHOWN ON PLANS WIDE BLOCK RECESS THICK (MIN.) POURED )NC. (2500 PSI MIN.) (TYP.). 6X6-W1.4xW1.4 WWM -• 6X6-WI.4xW1.4 WWM DOUBLE WITHIN 3 FT. DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) FROM FOOTING (TYP) (OR FIBERMESH) (OR FIBERMESH) _ EXTERIOR WALL FOOTING TALE: 3/8" = 1'-0'° ° ®0 BEARING ----- SCALE: 3!8" = 1'-0°° Xz" InOLEC ---- 4" THICK (MIN.) POURED n CONC. (2500 PSI MIN.) z< 0 > 6X6-Wi.4xW,.4 WWM 3• (OR FIBERMESH) mo #5 BARS CONTINUOUS EDGE SCALE: 318" = 1'-0" DRAFTING SERVICES JOAN JAFF6. LLC www.HONH: (772)i237-79 iw¢com Oti >4 >" 0.T A A z 3 z ww L1 P U 0 z rn FBI A I-1 Q Q z 00 ti Z U o z � Arn� W � �W U v1 z � a A w 00 0 x �Ww4 j••q x 0.1 w w V) A u Q 0 W a Z~wr~ rl a Oo 0 04 0 U N Lij � C1 Ln oo M N Ln J Z w coCD D0 wwln N //L rI • L J J N � Ln I, Z � �2 00 l/T W w o Ln Ln /S v A_' 6Txhro. / 4,1 _` 1. 13. , ti i8 f-rY Ilf llt,tll, t Dater" SCALE: 1/4" = V-0" JOB No: 518-0319 Al i:2v - DRAFTING SERVICES roue inPPs. [.zc PHONE: C772) 2 7-7"2 0 .�i q .r m O t h Q Q Q � � U co G H 5 a� s z© x H U ° W U �U 0 W F1 x�m 0 w W P4 w�V) 0 ��oa >44 �wa �T w N {a � 0 0 0 04 a p> a M lJ w Z_ w N N 0 M N �Vl L J W LU co O W CC rW-i 00 A O J J N u ��v - 00 W W N N N J O � Date:. SCALE: 1L = r-0° JOB No: 518-0319 A3 EXTERIOR OPENING DESIGN PRESSURE CHART 170 MPH EXP: C MARK AREA I E O ZONE 4 *ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10 37.9 -41.1 37.9 -50.7 ...._._ 2 - 15 37.0 -40.2 37.0 -49.0 3 20 36.2 -39.4 36.2 -47.3 4 25 35.8 -39.0 35.8 -46.5 5 30 35.4 -38.6 - 35.4 m-_ -45.8 6 35 35.1 -38.2 35.1 -45.0 7 40 34.7 -37.9 34.7 -44.3 8 45 34.3� -37.5 34.3 -43.5 9 50 33.9 -37.1 33.9 -42.8 10 65 33.4 -36.6 33.4 -41.8 11 110 33.4 -34.6 33.4 -37.8 12 130 29.8 -33.0 29.8 -34.6 * MEASURED AS 4'-0" FROM BUILDING ROOF VENT CALCS: MAIN HOUSE VENT. REQUIRED: 2,32.9 SF x 144 x Y15o = 2,236 SQ. IN. TOTAL VENT. SHOWN: 4,160 SO. IN. TOTAL RIDGE VENT. SHOWN: 940 SQ. IN. MIN. MAIN HOUSE SOFFIT VENT. :2,236 SQ. IN. - 940 SQ. IN. = 1,296 SQ. IN. TOTAL SOFFIT VENT. SHOWN: 3,220 SO. IN. FRONT ELEVATION SCALE: 1/4" = 1'-0" 23'-0" LONG MIDGE VENT REAR ELEVATION SCALE: 1/4" = 1'-0" File C DRAFTING SERVICES )oA IAPPE, L c PHONE: (772) 237-7942 � m O A 3 Z H a a u 0 zu 0 N H A W a Q z Tr- H O �J o H H m ~ L �U U wq0 a� P7 � W umz M F4 QWrn W AUU� W W :40 HU O ,i wa a O �" 0 O 0 W � m N N W Z N Lr) W Di Q mT N Z J W m C) W W 0j Ln JJN Lr) L n V ��v 00 In a a W W Q U) / N (\ No. / r Date: SCALE: 114" F-0" JOB No: 518-0319 A4 EXTERIOR OPENING DESIGN PRESSURE CHART 170 MPH EXP: C MARK AREA I E O ZONE 4 *ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10 37.9 -41.1 37.9 -50.7 2 15 37.0 -40.2 37.0 -49.0 3 20 36.2 - 39.4 36.2 -47.3 4 25 35.8 -39.0 35.8 -46.5 5 30 35.4 -38.6 35.4 -45.8 6 35 35.1 -38.2 35.1 -45.0 7 40 34.7 -37.9 34.7 -44.3 8 45 34.3 -37.5 34.3 -43.5 9 50 33.9 -37.1 33.9 -42.8 10 65 33.4 -36.6 33.4 -41.8 11 110 33.4 -34.6 1 33.4 -37.8 12 130 29.8 -33.0 1 29.8 -34.6 * MEASURED AS 4'-0" FROM BUILDING CORNER -4- 0'.-0" F.F ASPHALT SHINGLES -- OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES RIDGE VENT 12 6 ❑ ■ TEXTURED CEMENT � STUCCO COATING OVERJf = 8" CMU BLOCK WALL b ce Go (TYPICAL) I o it a w x a (Do 21 [}E 12 6F�_j LEFT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" =1'-0" 12 7�6 " T.O.B. i i i F:le DRAFTING SERVICES wwPHONE:(772) a7-79 2 o 0 0 a i4 q qz m � �Wqy k x q q U 0 z N A H w F 0 0 z v ` W z U 0 ozm u �U W 0 tG w fxx�� Um d w wAuao w �aa 0 > pow H N w O iYr Q w a w Lu �z Lu � � to Orov V �f�"1N Z J Ln W to IIIW Ln UU00 O N ocnr, V ��v N W 00 a a W Ln N n Date: SCALE: 1/4" = F-0" JOB No: 518-0319 py --A4B RADIANT BARRIER (SOLAR PLY) R-30 FIBERGLASS BATT INSULATION W/ KRAFT I Y2" THICK CEILING RATED GYPSUM—' WALLBOARD SHEATHING (OTHERWISE NON —RATED %" THICK GYPSUM WALL BOARD IS REQUIRED) Y2" GYPSUM WALLBOARD SHEATHING OVER 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. (MAX.) AND R4.1 FI—FOIL INSULATION WITH REFLECTIVE VAPOR BARRIER WOOD BASE BOARD 3—Y2" THICK (MIN.) POURED CONC. (2500 PSI — MIN.) FLOOR SLAB WITH 6x6—W1.4xW1.4 (MIN.) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR BARRIER & COMPACTED TERMITE TREATED CLEAN SOIL FILL (SEE SHEET A2 FOR FOUNDATION NOTES) ASPHALT ROOFING SHINGLES OVER 1—LAYER OF 30# BUILDING FELT (ASTM 7158H, OR CODE APPROVED EQ.) SEE ROOFING NOTE #1 19/32" C—D STRUCTURAL I PLYWOOD SHEATHING OVER PRE—ENGINEERED WOOD TRUSSES 0 24" O.C. (SEE ROOF FRAMING PLAN SHEET—A8 FOR ROOF 12 SHEATHING NAILING SCHEDULE) SEE El GALV. METAL TRUSS ANCHOR STRAP 1 Ii (SEE SHEET—A8 FOR TRUSS CONNECTOR SCHEDULE) V) z a 3" MIN AR CO " TYP. SS TAIL 2}2" ALUMINUM DRIP EDGE OVER 10 P.T. NAILER O.H. BEARING HEIGHT £L. VARIES x6 FASCIA BOARD 2x4 CONT. SUB FASCIA BOARD NAILED TO EACH TRUSS TAIL W/ (2) 16d COM. NAILS (OR BETTER) METAL LATH AND STUCCO SOFFIT 7%20" SCREEN VENTS 0 8" O.C. DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR CONTINUOUS 8" CMU WALL CONSTRUCTION WITH TYPE "Ill MORTAR Yz" MIN. CEMENT STUCCO COATING #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" LONG HOOK (MIN.) GROUTED SOLID. SET ;DOWELS AS INDICATED ON PLAN 30" MIN. LAP SPLICE (TYPICAL) cO 3{a"x 8" WIDE BLOCK RECESS I N FINISHED FLOOR SLAB 16" AL GRADE I N— 12" MIN. EMBEDMENT IK BELOW EXISTING GRADE i (2) #5 CONTINUOUS REBAR SCALE: 1/2" = 1"-0" ROOFING NOTES 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O14 FBC—RESIDENTAIL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vuit=150 MPH WIND RESISTANT RATING PER TABLE R905.2.6.1 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1}' CORROSION —RESISTANT ANNULAR RING SHANK ROOFING NAIL PER TAB, OVER 30# BUILDING FELT ASTM D226, TYPE il, (WITH 4" MIN. HEALAP/ 6" MIN. ENDLAP & WOVEN VALLEYS) FASTENED w/ 12 GAUGE x 1" CORROSION —RESISTANT ANNULAR RING SHANK ROOFING NAILS THROUGH 32 GAUGE x 1 j"O TIN CAPS SPACED 6" O.C. ® LAPS AND 12"O.C. ALONG TWO ROWS IN FILED. 3. INSTALLATION OF METAL. ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2014 FBC ROOF APPLICATION STANDARD RAS No. 115. 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND SOFFITS SHALL CONSIST OF 7/8" CEMENT STUCCO OVER WIRELATH W/TH 11GA.x2" LONG NAILS WITH %" HEAD AT 6" O.C. OVER %" METAL RIB LATH AT 6" O.C. PROVIDE (2) LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. r 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON —BEARING PAR110TION WALL FRAMING SHALL CONSIST OF COLD —FORMED STEEL MATERIALS AS FOLLOWS: A) 3J2" METAL STUD: 3 1/2" (18 GA.) COLD —FORMED STEEL STRUCTURAL C—SECTION PRODUCT DESIGNATION: 350S162-43; 33 1 G60 (OR BETTER) i B) 3Y2" METAL TRACK: 3 1/2" (20 GA.) COLD —FORMED STEEL STRUCTURAL T—SECTION PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) li 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER— ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, WITH %" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE —TO —SIDE OF TRACK, OR EQUAL 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x YYa' S.M.S. (0.164" DIA. SHANK x 5/16" HEAD), OR BETTER. 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 1-Y4" HEX WASHER HEAD WOOD SCREWS (OR BETTER). PRE —CAST CONC. LINTEL. SEE LINTEL SCHEDULE SIZE & REINFORCEMENT CENTERED 16" LONG 2x8 P.T. (SYP) BLOCKING FOR TORSION SPRING (AS REQUIRED) II II ___ IIL II II 11 II II II II II II III �j Q Yz" DIA. WEDGE ANCHOR 3—Y2" EMBEDMENT w/2" 2x6x16'—O" P.T. (SYP) ATTACHED SQUARE WASHER w/ Ya"O x 3" TAPCONS 016" O.C. w/ 1" DIA. MIN. WASHERS 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %%3—Y2" (S.S. 304) HILTI KWIK BOLT o 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" I SQUARE WASHER (SEE BUCK DETAIL) co GARAGE FLOOR SLAB � bi of uj w II II II 0 III u �� II ii III II II II II )l II II II II II II I II II II I II II II II II II II � I II II I G _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOOTING PER FOUNDATION PLAN SHOP DRAWINGS APPROVED PRE —FABRICATED WOOD TRUSSES 024" O.C. INSULATION PER ENERGY CODE Ys— GAP (U SIMPSON STRONG —TIE ROOF TRUSS CLIP TYPE STC (1 CLIP 0 2x4S, 2 CLIPS ® 2x6S, 3 CLIPS @ 2X8S) (NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) FIRE BLOCKING (SEE NOTE #1) USE .145" DIA P.A.F. — 016" O.C. TO CONCRETE WOOD BASE BOARD MOL' NOTES: (2)#5 DOWEL WITH 30" OVERLAP RAT RUN 1x4 (MIN.) LAID FLAT 08'-0"" O.C. V GYPSUM WALLBOARD SHEATING 2x4 CONT. TOP PLATE OR LIGHT GAUGE METAL T—TRACK WOOD STUDS 2x4S ® 16" O.C. FOR H=10' TO 14' 2x4S 0 24" O.C. FOR H=8' TO 10' 2x6S ® 24" O.C. FOR H=10" TO 14' WOOD STUD TO PLATE 2-16d NAILS CAP 2x4S 3-16d NAILS 0 2x6S Y2" GYPSUM WALLBOARD SHEATING P.T. 2X SOLE PLATE OR LIGHT GAUGE METAL TRACK STUD (SEE NOTE #2) CONCRETE FLOOR SLAB PER PLAN BEARING HEIGHT (2) Y4"x3" LAGS SPACED AT — SEE EX'fERkOR ELEVATIONS 1"-4" O.C. AT DBL TOP PLATE DBL 2X4 WOOD TOP PLATE "SIMPSON" H3 WITH (8)-8d NAILS EACH STUD TOP AND BOTTOM 2X4 WOOD STUDS AT 16" Q.C. GARAGE FLOOR SLAB SCALE. 1/2" = 1%0" LIGHT GAUGE METAL C—STUD 3 1/2" 0 24" O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10' TO 14' 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE PLACED IN A CONTINUOUS ROW AT 8'-0" (+/—) ABOVE FINISHED FLOOR SLAB. 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL. 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH ifs%Y TAPCONS AT 24" O.C. VERT. 01 m . ail lIll fag TRUSS TRUSS "T19" Y"x3" LAG BOLTS AT 16" O.C. STUCCO PER NOTES P.T. 2X4 WOOD BOTTOM PLATE WITH Y4"X3" TAPCONS AT 12" O.C. STUCCO EXPANSION JOINT 8" CMU WALL ♦ � � 01: -5 f EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRE LATH WITH 11 G.A. 2" LONG NAILS WITH "4 HEAD 011 O.0 OVER (2) LAYERS OF (#15 FELT OR TYVAK BUILDING WRAP) OVER 1%2" CDX PLYWOOD WITH 10d NAILS TO STUDS @6" O.C. PERIMETER AND FIELD. 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP T^ ^"^" (2) 2x8 P.T. LEDGER BOARD NAILED TOGETHER WITH (2) 16d NAILS ® 20" O.C. (MAX.) AND FASTENED TO MASONRY WALL WITH Y4"0 WEDGE A.B. x 6" MIN. EMBEDMENT. SET A.B. 3" FROM EACH WALL CORNER AND 12" O.C. MAX. U.N.O. ALONG LEDGER BOARD. ALL A.B. MUST BE SET INTO SOLID GROUTED FILLED MASONRY. SEE DETAIL FOR ANCHOR AT GIRDER TRUSS ROOF TRUSS NOTE: LEDGER BOARD WEDGE ANCHOR BOLT SHALL BE: HILT) KWIK BOLT 3 EXPANSION ANCHOR OR EQUAL INSTALLED WITH HEAVY DUTY WASHER AND HEAVY HEX NUT (OR BETTER) GIRDER TRUSS 6 TYPICAL LEDGER SCALE: 1/2" = V-0" A5 SIMPSON HTSM16 SCALE: N.T.S. COMMON PRE—ENGINEERED ROOF TRUSS (ONLY) (MISALIGNMENT OF GIRDER TRUSS CONNECTOR TO BE APPROVED BY ENGINEER) (4) Y4" x 2—Y4" TITEN MASONRY SCREWS SPACED EVENLY @ LEAST 1—Y2" FROM TOP, AND INTO TOP CORD. (8) 10d X 3" NAILS SOLID GROUTED 8" CMU WALL AT SINGLE PLY TRUSS USE SIMPSON HUS26 (14)-16d TO LEDGER AND (6)-16d TO TRUSS AT 2—PLY GIRDER TRUSS USE SIMPSON HGUS28-2 (31 TO LEDGER AND (12)-16d TO TRUSS SCALE: N.T.S. DRAFTING SERVICES JOAN JAFFE+. EEC PHONE: (992) 237-9942 W Ww.a'xanstmaconsrurs.wrm¢.comt m o vi � o w :7 Q A WUW W U 0 z� N ti A A z v l 00 r-1 I�1 0 �z V o „W U w 0 r 0U xu 0 x�W� N OWN o 0 w z�j �I 0 a 0 mw U N 1 0 Z - IW- Sv V Lnrn — 0 co N Dw Z u, m 0 pc W LL�0 0 °J O N v)ILL JJN Ln 41 Z a a 7n W w N Ln r, //`i Date: SCALE: AS NOTED JOB No: 518-0319 1 11: A5 SEE ELEV. %I&- (TYP.) STUCCO OVER WIRELATH WITH 11GA. 2"- NAILS w/%" 0 HEAD 06" O.C. OVER METAL RIB LATH 06" O.C. w/(2 LAYERSOFT 15# FELT OVER EACH FRAMING MEMBER). 8" PRECAST LINTEL W/(1) #5 BAR IN — (3000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION) CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 f MARBLE SILL MORTAR OR GROUT Y2" DRYWALL #5 REBAR w/9O' HOOK 8"x8"x16" CONTINUOUS CONC. BEAM BLOCK w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL 8"x8"x16" CONCRETE BLOCK COLUMN w/(2) #5 BARS VERT. IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH %" THICK REBAR w/30" MIN. LAP SPLICE GRADE (2500 PSI) CONC. FOUNDATION (SEE SHEET -Al FOR SIZES AND SPECIFICATIONS) SCALE: 2"=V-0" FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3'4" FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST-CRETE (OR EQUAL) (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN 1:1 • 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ :W'x5-Y2" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED @16" O.G. MAX. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER°S SPECIFICATIONS (OR AS NOTED BELOW) OHGD TRACK BRACKETS TO P.T. BUCK 7' HIGH DOOR: (7) % ' x 1-%" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) CMU WATER RESISTANT COATING --- (SEE WATERPROOFING NOTE #1) e ° ix3 P.T. WOOD FIRRING ALL (3) SIDES ° � ° c CONTINUOUS WOOD TRIM CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME SEE WATERPROOFING NOTE #6 (SEE WATERPROOFING NOTE #5) ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STUCCO CEMENT FINISH Li CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) 00 p. ° ° .Q CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK FILLED CELL AT JAMB BLOCK (TYP) 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE #6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SCALE: N.T.S. STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) CMU WATER RESISTANT COATING F44 (SEE WATERPROOFING NOTE #1) ° 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS 6 .° WOOD TRIM �- P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY WITH 2-ROWS BETWEEN BUCK & WINDOW FRAME OF 3/16" TAPCONS 1-A" MIN. EMBED. 4" FROM ENDS (SEE WATERPROOFING NOTE #5) AND 12" O.C. SEE WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WATERPROOFING S: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY, 3. PRIOR TO BUCK INSTALLATION -"APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER 1.0 DIREGT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL PAN FLASHING SHALL. BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. BUCK ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., OR 3R16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" Q.C. NOTE: WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200--9. CONTRACTOR SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. BUCKS: • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. DRAFTING SERVICES JOAN Jn}'TP.. L PHQ : (772) 2 7-78 2 www.axsnsuxemwsrm,.u�rm�o.mxi ao m o in IC � a z z Q 0 z 0 Q E Q A 0 z V1 00 00 • � 0 � o m U 0 W pq Ax6E-q U`" IL{ 0 0 x AUUa AE4x � aw U � O a 0 0 Z 0 U 0 1 �Z F - �5'v LA U) rn � �mN Ln J m"-o w w in �W L0 O N Nu- JJN LnLnN Z a a W w p u) / Ln N STATE OF/ ° Date: SCALE: AS NOTED JOB No: 518-0319 °PYA6 SINGLE COURSE OF 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQ.) ALONG TOP** #5 VERTICAL BARS WALL REINFORCING ABOVE WALL OPENINGS SHALL BE REINFORCED WITH (1) #5 BARS CONTINUOUS IN PROVIDED WITH A STD. ACI HOOK TIED zi EACH BLOCK TO LINTEL REINFORCING STEEL (TYPICAL) A IGHT SEE ELEV. 11 11 ,4 4 a 8 4. 4 LINTEL TYPE HEIGHT SEE ELEV. d 8F16-1B/1T A i CIC� —A ' PRECAST CONCRETE LINTEL BEAR LNG ° 1 (S££ SCHEDULE FOR DESIGNATION AND REBAR REQUIREMENTS) T PRE -CAST CONCRETE WINDOW SILL (SEE REBAR PLACED IN LINTEL MUST BE TAIL 2, SHEET-A6) OR POUR IN PLACE t CONTINUOUS -No SPLICING ALLOWED NC. SILL W/ (2) #4 BARS EXTENDED 6" (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE e : GROUTING WALL CAVITIES (OR DRILL AND SET WITH 5" EPDXY EMBEDMENT) 8" CMU BLOCK WALL- REINFORCED AS NOTED ON THE PLANS AND INDICATED IN +17— DETAILS (ALL VERTICAL BARS SHALL BE i I II I � HOOKED INTO TOP BOND BEAM BLOCK) ##PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1". 0 m PROVIDE PRE-FAB 1" JOINT REINFORCING AT ALL CORNERS 8" CMU BLOCK REINFORCED AS INDICATED ON THE PLANS 2 COURSES OF 811 BOND BEAM BLOC" (CEMEX/RINKER TYPE T81 OR EQ.) v (2)#5 BAR CONTINUOUS EACH COUR' ALONG TOP OF WALL, FILLED SOLID GROUT HORIZONTAL BOND BEAM BARS WITH STD. 90' ACI HOOK (10" MINIMUM) (TYPICAL) ELEVATION VIEW m (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-0" WIDE ALL OPENINGS 8'-D" WIDE AND LARGER SHALL HAVE (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED SOLID (SEE PLANS FOR LOCATIONS) fMyl 1,12 u . JRIZONTAL JOINT REINFORCEMENT 0 24" O.C. VERTICAL. ,r_ ..__.... ...... .iTD. 90' HOOK AT TOP GROUTED SOLID SCALE: 1/2" = V-0" 0 m a' PRE-ENG.— WOOD TRUSSES MGT WITH W" 0 L THREAD ROD AND (22) 10d (3) 2X4 STUD BELOW GIRDER 2X4 BLOCKING 0 MID HEIGHT LL AND EPDXY ALL TREAD ROD IN CONCRETE r0O PSI) CONC. FOUNDATION (SEE SHEET -Al FOR SIZES AND SPECIFICATIONS) SCALE: N.T.S. —SEE CONNECTOR SCHEDULE SHEET-A8 (2) 2X4 TOP PLATE SIMPSON "SP4" CONTINUOUS FASTENER AT EACH STUD (6)-10d Y2" DRYWALL 2X4 STUDS 16" O.C. - 2X4 P.T. PLATE FASTENED TO FOUNDATION WITH %"X6" WEDGE BOLTS 24" O.C. USE )6"X2" WASHERS - SIMPSON "SP4" FASTENER AT EACH STUD (6)-10d (2500 PSI) CONC. FOUNDATION (SEE SHEET -At ' FOR SIZES AND SPECIFICATIONS) INTERIOR BEARING WALL AL.L SCALE 2'=V-0" AO SCALE: N.T.S. File DRAFPING SERVICES LOAN IA E. L C Y ON : (992) =-9942 www. reensuxetovtmsnvnrvo.rom 0 H � o v � 00 n Q ww z Q U 0 z� A H A d z 00 U o �z o N U �z w U m� WW. H U V)a � �Qoa M jL� 0 V1 z ° ° U 0 N uj � z �v Ln v) 00 Z u_ '^ m o cc wwcp �w O °' N NILL_j LnV)r, v ��V 00 uj a a W w N n ST,S i {t Date: SCALE: AS NOTED JOB No: 518-0319 A7 ►i 0 0 O 0 4 N CJ TO T01 CJO2 CJ02 4-00-00 128-06-00 T31 56-04-00 r N M O O O r r r � r r r r r O 0) CD CD CD CD U U UCD o -oi 5-00-00 12-00-00 9' 4" CLG. A 9' 9' 4" CLG. 0 0 0 ti O O O O 24-00-00 O 0 O 9 9' 4' CLG. O w 10' 8" CLG. allmlalwilm a OIL 0 0 U U V07 V08 0 0 CJ03 c 0 r wli?m 10, 17-10-00 0 c 06 O CO N 27-10-00 Hatch Legend 12' 0" BRG. WALL 10' 8" BRG. WALL 9' 4 " BRG. WALL +10" COFFER CLG. 1714 N N N N N N N N N N n N 1 / / 10- OFFF)E t/ 4 C / 17-1110-00 9' 4" CLG. 5-10-00 1 6-10-00 7-00-00 5-10-00 CJ01 CJ02 CJ03 J01 J01 J01 J05 J05 J05 J05 0 0 J05 c qq J05 J01 J01 J01 J01 T27 T28 T29 T30 CJ02 CJ01 y�o TRUSS TO WALL CONNECTOR SCHEDULE PROVIDE SIMPSON "STRONG -TIE" TRUSS CONNECTOR TO WALL ANCHOR STRAP FROM THIS TABLE FOR EACH WOOD TRUSS BEARING POINT AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIFT REACTION FORCE AS SPECIFIED ON THE APPROVED PRE -FABRICATED WOOD TRUSS SHOP DRAWINGS 1RUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR ID POINT UPLIFT ID UPLIFT FASTENERS REMARKS DESIGN T08, T27, T31, & T40 AT CBS <3100 (1)-FGTR 5000# (18) - BOB 1/4"z3" TO GIRBER AT CBS BEARING BEARING (2) - 1/2-z5" TITEN HD TO BLOCK ...................-- TCBS A ---- -._............. _..._......._._.. T26 BEARING 8043# (1)-FGTR 5000# (18) - BIDS 1- TITE TOG O ER BLOCK (2) - if2"z5" TTTEN HD TO BLOCK AT CBS BEARING BEDROOM () Mrs 18 1000# (14) - lad a 1 1/z°' VALLEYS CONT. S9<14500# 1 STRAP AT EACH END AND AT 24" O.O. ALL OTHERS LESS THAN 1450# AT CBS HEARING (1)-META12 1450# (7) - 10d z 1 1/2" AT CBS HEARING ALL OTHERS LESS THAN iooa# AT STUD BRG. WALL (1)--MTS 10 10a0# 14 10d z 1 1 2 ( ) - / „ AT STUD WALL BEARING 10d x 1 1/2" = SIMPSOMS SUPPLIED EQUIVALENT NAIL (+) SINGLE PLY TRUSS (++) DOUBLE PLY TRUSS FOR COMMON 10 PENNY WEIGHT NAIL SOS = SIMPSON,S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL) NOTES: 10. VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SO x 2 Ye" TO SUPPORTING TRUSS AND (3)-#9 SO x 1 N' TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (BUILDERS FIRST SOURCE; JOB NO. 1405747; LAYOUT DATE:05/29/18; CUT -SHEET DATE:05/29/18) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR SCHEDULE. 2. LATERAL SHEAR FORCES (Fi) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2017 FBC-RESIDENTIAL CODE. 3. ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHALL BE META 12: UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN. 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META STRAPS CAST -IN -PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS" MOISTURE BARRIER SEAT. 6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE. 7. THE SIMPSON STRONG -TIE CONNECTOR ALLOWABLE LOAD VALUES SHOWN IN THE ABOVE SCHEDULE ARE THE C-2013 PUBLISHED VALUES BASED ON WOOD TRUSSES FABRICATED USING SOUTHERN YELLOW PINE AND INCLUDE AN APPLIED 1/3 STRESS INCREASE FOR WIND LOAD DURATION ONLY, IN ACCORDANCE WITH NDS ALLOWABLE STRESS DESIGN PERMITTED FOR WOOD OR FASTENERS IN WOOD. 8. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WITH TRUSS CONNECTOR. 9. SIMPSON STRONG TIE ANCHORS .AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER. 10, ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. 11. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 10" CAST -IN -PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HILTI HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS: ANCHOR DIA DRILL HOLE DIA. (MAX.) EMBEDMENT DEPTH (MIN.) %" Ke' 12" X" V, 12" §" 12" PLYWOOD SHEATHING NAILING SCHEDULE LOCATION NAIL SIZE/TYPE EDGE FIELD NOTES SPACING SPACING WALL Z SHEATHING (15/32°) 0 E ALL WALL ZONES 8d COMMON 6" O.C. 6" O.C. 8d Ring Shank 4" O.C. 4" O.C. Z (OVERHANGS) ROOF SHEATHING (19/32") 0 N 8d Ring Shank 4" O.C. 6" O.C. E ® 8d Ring Shank 6" O.C. 6" O.C. 8d RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113—INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCHES 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2—INCH NAIL LENGTH EDGE 1rL_ B I zE-------� ------- - Q IDGE HIP @ A O�, TRUSS 4—RIDGE n•/I (D NOTES: 2E i ®/� ¢ o \ ROOF EDGE 1. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S \O 2. CONTRACTOR TO PROVIDE SUMMIT DESIGN do FORENSICS, INC. AND Q BUILDING DEPARTMENT MATH ENGINEERED TRUSS DRAWINGS BEFORE i 4° INSTALLING TRUSSES 1 nn� — — 3 I LE — Q Q _ — d 2E I 3 nj —� 3. 4. CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING AND INSTALLING TRUSSES. TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS 5' GABLE RIDGE 5' I COMPANY. 5. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL ROOF SHEATHING NAILING ZONE DIAGRAM coNNEcnoNs File k DRAFTING SERVICES JOAN JA l EEc PHONE: (772) 237-7942 www.1'nEneVRaCOAsrnanrcmc-cow Oa z o ao O �+ In A pq pp 3 a A A 0 z 0 Q Q 0 z W 0 Z O 0 U o �z I� AA „W U W W� 0 a W AUr�0 H � FU �0 0 04 0 0 0 /'1 0 W R! 0/ F4 m LU N LU Z II- ' N U) CO �mN Vz Z ED 'n w m �ww00 CID cc °' O N NLL. JJN cd LnV)N Z I-�" u 00 N a- 0- W W 0 ur) Ln rl Dace: SCALE: 1/4" = 1'-0" JOB No: 518-0319 A 8 AY WP/GFI LANDSCAPE SUB- OUT HW / I / I / I I / I / I / l S � I ■ 9co I ■ ELECTRIC LOAD ALC° PER NEC 2,329 sq. ft. x 3VA (GENERAL LIGHTING) 6,987 VA SMALL APPLIANCE/LAUNDRY 4,500 GARBAGE DISPOSAL 900 REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 8,000 DRYER 5,000- WATER HEATER -_ 4,500 OPT. IRRIGATION PUMP 2,000 TOTAL 36,387 VA FIRST 10 KW 0100% 10,000 REMAINDER 040%-- 10,554.8 - TOTAL 20, 554.8 A/C HEAT ® 100% 10,000 TOTAL 30,554.8 VA TOTAL/240V USE 200 AMP SERVICE PANEL 127 AMP. EG�I 2 R "IFF TTT I cFI l \ \ I I F / I I FCI ; T I �-- AHU f -7 \\---------- J \ o GFf \\ ----------------- ov \ \ zo \\ I GFI / �----� I1 I \//64 // —NIq /� / \Pi L - — — — — — / ■■■■ ■■ ■■ / / E7 wp �n----- GFI II GFl4. / 1 / / / / / i i i I --------------- GENERAL ELECTRICAL CODE REQUIREMENTS 1. THE LIGHTING AND RECEPTACLE LOCATION PLAN DRAWING IS DIAGRAMMATIC AND IS NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE ELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL. NECESSARY WIRE, CONDUIT, CONNECTORS, SWITCHES, RECEPTACLES, DISCONNECT SWITCHES, NEW CIRCUIT BREAKERS, ELECTRICAL FIXTURES AND EQUIPMENT, ETC., AS REQUIRED FOR A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM, AS HEREIN NOTED AND INDICATED ON THIS PLAN. 2. ALL ELECTRICAL INSTALLATION WORK, MATERIALS, AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE NFPA-'70, LATEST EDITION OF NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE -.AND TWO-FAMILY DWELLINGS, AND ALL. APPLICABLE LOCAL CODES AND ORDINANCES, AS MAY BE REQUIRED BY CITY OF PORT ST. LUCIE BUILDING DEPARTMENT. 3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION AND PROVIDE ROUGH -INS FOR ALL EQUIPMENT FURNISHED BY OTHERS. AFTER ALL EQUIPMENT HAS BEEN INSTALLED, THE ELECTRICAL CONTRACTOR SHALL. MAKE ALL FINAL CONNECTIONS AND PROVIDE ALI.. NECESSARY WIRE CONDUIT, CONNECTORS, SWITCHES, RECEPTACLES, DISCONNECT SWITCHES, ETC. THAT ARE REQUIRED TO MAKE FINAL CONNECTIONS. 4. ELECTRICAL CONTRACTOR MUST VERIFY ELECTRICAL REQUIREMENTS FOR ALL FIXED KITCHEN APPLIANCES, MAKE CONNECTIONS AS REQUIRED. ATTACHMENT CORDS REQUIRED FOR APPLIANCES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5. VERIFY EXACT LOCATION OF ALL LIGHTING FIXTURES, RECEPTACLES, AND SWITCHES WITH HOMEOWNER. 6. WITH EXCEPTION OF FIXED APPLIANCES, AND DEDICATED ELECTRICAL CIRCUIT TO REFRIGERATOR AND FREEZER (AS REQUIRED BY APPLIANCE MFG.), ALL CONVENIENCE DUPLEX OUTLET RECEPTACLES LOCATED IN THE KITCHEN WITHIN 6 FT. FROM THE SINK (OR WATER SOURCE) AND BATHROOMS MUST BE AN UL LISTED (UL 943) GROUND -FAULT CIRCUIT -INTERRUPTER RECEPTACLE (GFCI) PER NFPA 70, LATEST EDITION N.E.C., ARTICLE 210.8(A). 7. EXCLUDING THE KITCHEN AND BATHROOMS, IN ACCORDANCE WITH NFPA-70, LATEST EDITION N.E.C., ARTICLE 210.12(B), 120V, 15 AMP OR 20 AMP BRANCH CIRCUIT SERVING RECEPTACLE OUTLETS FOR BEDROOMS, DINNING ROOM, DEN, CLOSETS, AND HALLWAYS, SHALL BE PROTECTED BY A UL LISTED (UI_ 1699) ARC -FAULT CIRCUIT -INTERRUPTER COMBINATION -TYPE (AFCI). 8. EXCLUDING CLOSETS, CRAWL SPACES, AND LOCATIONS WHERE OUTLET RECEPTACLE IS NOT ACCESSIBLE (EXAMPLE: UPPER CABINET FIXED MICROWAVE APPLIANCE), ALL 125V, 15 AMP OR 20 AMP OUTLET RECEPTACLES MUST BE TAMPER RESISTANT IN ACCORDANCE WITH NFPA-'70, LATEST EDITION NEC, ARTICLE 406.11. 9. INSTALL ALL DUPLEX RECEPTACLE OUTLETS AT 16" AFF (EXCEPT KITCHEN AND BATHROOMS) AND SPACE RECEPTACLES AS INDICATED ON THIS PLAN AND AS REQUIRED TO MEET COMPLIANCE WITH NFPA 70; LATEST EDITION N.E.C., ARTICLE 210.52. 10. ALL EXTERIOR WATER PROOF RECEPTACLE, MUST BE GROUND FAULT INTERRUPTER (GFI), AND PROVIDED WITH A WEATHER RESISTANT COVER PLATE. 11. ALL 210/208 VAC CONDUCTORS SHALL BE RUN IN CONDUIT. 12. SMOKE DETECTORS MUST BE UL LISTED, UL217, AND INSTALLED AND WIRED TO COMPLY WITH NFPA 72. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE.. ELECTRICAL NOTES: 1. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS). 2. RECESSED LIGHTING SHALL BE SEALED 'TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 3. PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 4. PROVIDE GROUND -FAULT CIRCUIT INTF-RRUPTER PROTECTION FOR ALL 125 --- VOLTS, SINGLE PHASE '15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 5. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. WEATHER HEAD 6. EXHAUST FANS TO BE VENTED 1-HRU ROOF- OR SOFFIT. 7. PROVIDE -TAMPER RESISTANT RECEPACLES PER NEC REQUIREMENTS. (3) #3/0 THHN—\ CU SERVICE CABLE WITH (1) #4 GROUND 200 AMP PANEIJ- MAIN BREAKER 40 CIRCUIT 2 POLE, 1 PHASE 200 AMP DISC.--- �REQUIRED FOR XTENDED SERVICE ONLY) #4 STRANDED GROUND TO 5/8"x2O'-O" EMBEDDED IN FOUNDATION (OR NEC EQUAL) 2" RGS OR— IMC CONDUIT W/_S #3/0 THHN CU OR EQUAL. CU WIRE BOND TO COLD WATER PIPE (3) #3/0 THHN--y CU SERVICE CABLE WITH (1) #4 GROUND METER 200 AMP PANEI.:- (MIN RATING- MAIN BREAKER 100 A C 40 CIRCUIT IN f RRUPTING) 2 POLE, 1 PHASE 3 WIRE 2" RGS OR SCI-I. 80 PVC CONDUIT (3) #4/0 THHN CU bR EQUAL SERVICE DETERMINED BY POWER COMPANY FROM FPL UNDERGROUND EL.EC fRICAl_ RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE EXHAUST VENT THRU' ROOF SERVICE EXHAUST VENT THRU' SOFFIT 200 AMP DISC—' (REQUIRED FOR EXTENDED SERVICE ONLY) CU WIRE BOND - TO COLD WATER PIPE OVERHEAD SERVICE FROM FPL -2" RGS SERVICE 2" RGS OR ---- DETERMINED BY POWER COMPANY IMC CONDUIT (W/(3)#4/O THHN CU OR EQUAL) W/(3) #3/0 THHN CU OR EQUAL OIN RATING-10,000 A/C NTERRUPTING) #4 STRANDED COPPER GROUND TO 5/8"x2O'-O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) ABOVE GROUND ELEC"TRICAI__ RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE SWITCH $ DIRECT WIRE ® LIGHT FIXTURE /\ 3—WAY SWITCH $3 THERMOSTAT ® CEILING MOUNTED \J 4—WAY SWITCH $ a PHONE PM T LIGHT FIXTURE w/PULL SWITCH tt,1 \J DIMM TV JACK 1120VEOUTLETCH (p SMOKE DETECTOR s0 RECESSED LIGHT HALF —HOT OUTLET CARBON MONOXIDE pp RECESSED LIGHT DETECTOR VAPOR PROOF GAS CONNECTION (p EXHAUST FAN s FLOOD LIGHT GFI OUTLET (p PUSH BUTTON C� WP GFI OUTLET GFI DOOR CHIMES M CEILING FAN with cFl ALARM PAD o LIGHT QUAD OUTLET PANEL A/C DISCONNECT METER g GARAGE DOOR — FLUORESCENT Z:l CEILING x OPENER LIGHT FAN FAN w/L.IGHT SPEAKER JUNCTION BOX GARBAGE DISP. LIGHT FIXTURE WALL MOUNTED 1 DRAFTING SERVICES SOAN JAFFE, LLC P ONL (772) 237-79az m � m o ti ai � Q jl a A A U 0 z 0 w � Q H 0 z ao U ° zzm !� U 0 vI w A a a �Um AUU� W i--I A 04 x U �Ow �Zmw� U 0 � 0 0 W � m 0 N Lu �z � of to OMN J `S� n �1 z m CD U-1 �� ww00 u_u(N Nt1 JJN u)u)r, u00 to a a W w In rl 7 G- ram/ Date: SCALE: I/4" F-0" JOB No: 518-0319 r El File ij� - llRAFTING SERVICES IOAN JA , L c PHONE: (72) 239-79 2 rl ) Z� �i � m O 0� A f-0 A Rl � A 0 UGy z "q Q u 0 z �A V) A 0 z ZU� F o U U1 U x a ww> P� r Aa�d� xU�ww U wpu u0 AzaV) ~FEU o01-0 W M H w Q w a STATE O "Lnp Date: SCALE: 1/4" 1'-0" JOB No: 518-0319 M1 CONSTRUCTION MATERIAL SPECIFICATIONS CODES AND STANDARDS: MASONRY WORK: RESIDENTIAL, AND CONFORMANCE WITH APPLICABLE REFERENCED INDUSTRY ALL MASONRY BLOCK WORK ON THIS PROJECT SHALL CONFORM TO THE FLORIDA BUILDING CODE -RESIDENTIAL, SECTION R606, APPLICABLE PROVISIONS OF 2. INTERIOR NON -LOAD BEARING FRAMED WALLS WITH PRESSURE TREATED SILL PLATE OVER CONCRETE FLOOR SHALL BE SECURED WITH 1/4"0 TAPCON 1. ALL CONSTRUCTION MUST CONFORM TO 2017 FLORIDA BUILDING CODES RESID A T ED H F LLOWING SPECIFICATIONS SHOULD CONFLICT BETWEEN THESE THREE PROVISIONS BE IDENTIFIED DURING THE COURSE MASONRY SCREWS X 1 1/2" MINIMUM EMBEDMENT AT 24" 0 C MAXIMUM OR SHOT PINS AT 16" O C MAX PER MANUFACTURER'S RECOMMENDATIONS STANDARDS LISTED THEREIN, AND AS SPECIFIED IN THESE PLANS. APPLICABLE CODE PRESCRIBED DESIGN PARAMETERS LOCATION UNIFORM LIVE LOAD (MIN.) ROOF TRUSS FRAMING: SEE PRE-ENGINEERED ROOF TRUSS SPECIFICATIONS NOTE: ASCE/SEI 7-10 (SECTION 2.4.1) ALLOWABLE STRESS DESIGN LOAD COMBINATIONS APPLY WITH LIMITED LIVE LOAD REDUCTION EXCEPT FOR MASONRY STRUCTURAL ELEMENTS & ROOF. ALLOWABLE DEFLECTIONS (FBC-R, TABLE R301.7) ROOF TRUSS FRAMING: SEE PRE-ENGINEERED ROOF TRUS SPECEFICATIONS EXTERIOR WALLL: H/180 (LL) INTERIOR PARTION WALLS: H/180 (LL) CEILINGS: L/360 (LL) ALLOWABLE SOIL BEARING CAPACITY 1. PRESUMPTIVE SOIL BEARING PRESSURE: 2000 PSF 2. ASSUMED AT REST SOIL PRESSURE: 60 PSF/FT (ASSUMING SM-SP) HOMEOWNER/CONTRACTOR NOTES: 1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 2. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE HOMEOWNER/CONTRACTOR(S). 3. THE HOMEOWNER/CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIALING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROVISIONS. INSPECTIONS: 1. THE HOMEOWNER/CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL MANDATORY INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT AND/OR OTHER LOCAL GOVERNING AGENCIES ARE MET. SUBGRADE PREPARATION: 1. THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4. PROPOSED NEW MASONRY WALL FOOTINGS SHALL BE PLACE ON UNDISTURBED EXISTING SOIL. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SUBGRADE SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS PER ASTM D-1557. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE SOIL FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6. PLACEMENT OF CONCRETE SHALL NOT COMMENCE UNTIL SUBGRADE PREPARATION REQUIREMENTS AS SPECIFIED IN THESE NOTES HAVE BEEN MET, PROVIDER UNLESS OTHERWISE DIRECTED BY THE HOMEOWNER, AND CERTIFICATION OF TERMITE PROTECTION SOIL TREATMENT IS OBTAINED FROM A QUALIFIED IN ACCORDANCE WTH PROVISIONS OF THE FBC-RESIDENTIAL, SECTION R318. 7. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAP. CONCRETE WORK: 1. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ LATEST EDITION), AND AS HEREIN SPECIFIED. CONCRETE MATERIALS 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (AT 28 DAYS) OF CONCRETE REQUIRED TO CONSTRUCT THE MASTER BEDROOM ADDITION FOUNDATION AND FLOOR SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A. WALL FOOTINGS: 2500 PSI B. SLAB -ON -GRADE: 2500 PSI C. GARAGE FLOOR SLAB: 2500 PSI 2. ALL CONCRETE SHALL BE PREPARED BY A READY -MIX PLANT IN CONFORMANCE WITH ASTM C-94. AND 5" MAXIMUM THAT IS 4" + - 1 SHALL BE 3" MINIMUM / ) A. SLUMPS H ( -60•EXCEPT GARAGE FLOOR SLAB B. ALL CONCRETE SHALL HAVE +/- 1.5 PERCENT AIR ENTRAINMENT AS MEASURED BY ASTM C 2 , IS REQUIRED TO HAVE 3% MIN. AIR ENTRAINMENT WITH STEEL TROWEL FINISH, PER FBC-R,: TABLE R402.2. C. MAXIMUM WATER/CEMENT RATIO = 0.50 3. ALL CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1/11. AGGREGATE SHALL CONSIST OF NATURAL SAND 4. AGGREGATES SHALL BE GRADED IN ACCORDANCE NTH ASTM C33, FREE OF FOREIGN MATERIALS. FINE , AND COARSE AGGREGATE SHALL CONSIST OF CRUSHED STONE, CRUSHED GRAVEL OR GRAVEL, SIZE 67 (3/4 IN. MAXIMUM), 5. ADMIXTURES FOR CONCRETE (OPTIONAL): A. AIR -ENTRAINING: ASTM C260. B. CHEMICAL ADMIXTURES: OPTIONAL, ASTM C494, 1. RETARDING: TYPE B,. OR 2. WATER REDUCING AND RETARDING: TYPE D. C. ADMIXTURES IF USED ON THIS PROJECT SHALL NOT CONTAIN ANY CHLORIDE IONS OF ANY ANY KIND. CONCRETE PLACEMENT 1. ON SITE HANDLING AND PLACEMENT OF CONCRETE SHALL CONFORM TO APPLICABLE CHAPTERS OF ACI 304 STANDARDS, AND ACI 304.2 FOR PUMPING OPERATIONS, AND AS HEREIN SPECIFIED. 2. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON THE DETAILS. CLEAR COVER SHALL BE MEASURED TO OUTSIDE EDGE OF TIE STEEL BARS. WHERE CONCRETE COVER IS NOT SHOWN IN THESE DRAWINGS, MINIMUM CLEAR COVER SHALL AS FOLLOWS: BOTTOMTOP SIDES FOOTINGS: 3" 3' 3" BEAMS: 1 1/2" 1 1/2" 1 1/2" 3. PLACE ITEMS CONSTRUCTED OF DISSIMILAR METALS TO AVOID PHYSICAL CONTACT WITH REINFORCING. SECURE ITEM AND REINFORCING TO ENSURE THEY WILL NOT SHIFT AND COME INTO CONTACT DURING POURING. CONTACT BETWEEN REINFORCING AND OTHER METAL, OTHER THAN BARE, COATED, OR PLATED CARBON STEEL NOT PERMITTED. 4. ALL FLOOR SLAB PATCH WORK SHALL BE POURED CONTINUOUSLY WITHOUT ANY COLD JOINTS OR CONSTRUCTION JOINTS. CONSTRUCTION JOINTS 1. EXPANSION JOINTS MAY BE REQUIRED TO ISOLATE BUILDING FLOOR SLAB ALONG EXTERIOR WALL PERIMETER. EXPANSION JOINT SHALL CONSIST OF FULL DEPTH PRE -FORMED ASPHALT SATURATED FIBERBOARD, 1/2" THICK, COMPLYING WITH ASTM D-1751, TYPE 1, OR EQUAL. 2. CONTRACTION CONTROL JOINTS SHALL BE INSTALLED WITH 1/2" DEEP TOOLING OR SAW CUTTING METHODS, WITHIN 24 HOURS OF THE CONCRETE POUR, IN LOCATIONS AS DEEMED NECESSARY BY CONCRETE FINISHING FOREMAN. SLABS SHALL HAVE CONTROL AND OR CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET ON -CENTER EACH WAY. 3, ALL CONSTRUCTION JOINTS BETWEEN TWO DIFFERENT CONCRETE POURS SHALL BE KEYED WITH A BURKE KEYED KOLD JOINT, OR EQUAL. CONCRETE FINISHING 1. CONCRETE SLAB TOLERANCE: 1/8 INCH IN TEN FEET AND 3/16" TOTAL. 2. INTERIOR SLABS SHALL RECEIVE 3 STEEL TROWELINGS. EXTERIOR SLABS AND WALKS SHALL RECEIVE 1 TROWELING AND LIGHT BROOM FINISH ANCHOR BOLTS 1. UNLESS NOTED ON THE PLAN DETAILS, MACHINE BOLTS SHOWN ON THE PLANS SHALL BE STAINLESS STEEL AISI TYPE 304 (OR BETTER). MEETING MECHANICAL REQUIREMENTS OF ASTM F 593. 2. ALL NUTS SHALL BE STAINLESS STEEL ASTM F 594, "HEAVY HEX," AND WASHERS SHALL BE STAINLESS STEEL, DIMENSIONED PER ANSI B18.22.1 3. ALL NUTS, WASHERS AND MISCELLANEOUS IRON AND STEEL HARDWARE NOT SPECIFICALLY SPECIFIED, SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 4. ALL ANCHOR BOLTS DESIGNATED AS "J" BOLT, CAST IN MASONRY BOND BEAM BLOCK SHALL BE 1/2 INCH DIA X 14 INCHES (10" MIN. EMBEDMENT) CONFORMING TO ASTM A-36 OR ASTM A-307 GRADE C STEEL AND SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH A153. EACH ANCHOR BOLT SHALL BE PROVIDED WITH 2 INCH SQUARE PLATE WASHER. 5. EXPANSION ANCHOR BOLTS SHALL BE ITW RAMSET/RED HEAD "TRUBOLT" WEDGE ANCHOR CONSISTING OF STAINLESS STEEL, A.I.S.I. TYPE 304 WITH 304 S.S. HEX NUT AND WASHERS AS MANUFACTURED BY THE ITW BUILDEX COMPANY, OR BETTER. 6. MATERIAL REQUIREMENTS FOR SIMPSON STRONG TIE CONNECTORS, METAL ANCHORS, HANGERS, AND TIE STRAPS, SHALL BE AS SPECIFIED IN THE NOTES UNDER THE CONNECTION SCHEDULE. ACI 530-L TES ITION, AND T E 0 OF THE PROJECT WORK, THE MOST STRICT INTERPRETATION SHALL PREVAIL. MATERIALS: 1. CONCRETE BLOCK UNITS SHALL MEET ASTM C-90 WITH REGULAR WEIGHT AGGREGATE, THAT PROVIDE A NET AREA COMPRESSIVE STRENGTH OF 2000 PSI. 2. MORTAR FOR UNIT MASONRY SHALL MEET ASTM C-270 DESIGNATION, TYPE "M" OR "S"WHICH WHEN MIXED WITH THE PROPER RATIO OF SAND WILL PROVIDE AN AVERAGE COMPRESSIVE STRENGTH OF MASONRY UNIT NO LESS THAN 1,500 PSI AT 28 DAYS. 3. GROUT FOR CMU FILL CELLS MAY BE PREPARED AND DELIVERED BY A READY MIX PLANT IN ACCORDANCE WITH ASTM C94. 4. CMU GROUT MIX PREPARED BY A READY MIX PLANT SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476 TO ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. GROUT MIX SHALL CONSIST OF: A. TYPE 1/II PORTLAND CEMENT PER ASTM C 150 B. FINE AGGREGATE CONSISTING OF NATURAL SAND OR LIMESTONE SCREENINGS GRADED PER ASTM C 33 C. WATER CEMENT RATIO SHALL BE BETWEEN 0.57 TO 0.65 MAX. D. MAXIMUM SLUMP OF 10" +/- 1", E. OPTIONAL WATER REDUCER/RETARDING ADMIXTURE PER ASTM C 494, TYPE D F. MAXIMUM TIME OF PLACEMENT BEGINNING AT BATCH TIME SHALL BE LIMITED TO 90 MINUTES. NO EXCEPTION. 5. PRECAST CONCRETE LINTELS SHALL BE MANUFACTURED BY "CAST-CRETE" USA, INC. LINTELS SHALL BE SIZED AND REINFORCED AS SHOWN IN THE LINTEL SCHEDULE. BOTTOM STEEL PLACEMENT IN LINTEL CORE SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE. 6. REINFORCEMENT AND ANCHORAGE A. REINFORCING STEEL BARS SHALL BE AS SPECIFIED IN THE REINFORCING STEEL SPECIFICATIONS OF THESE PROJECT SPECIFICATIONS AND AS DETAILED ON THE APPROVED CONSTRUCTION PLANS. - B. ONLY WHERE SHOWN IN DETAILS ON THESE DRAWINGG, AND AS DETERMINED REQUIRED BY THE MASONRY CONTRACTOR: HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951, CONSISTING OF STANDARD 2 WIRE LADDER TYPE WITH CROSS TIES NO GREATER THAN 16" O.C. AND FABRICATED FROM 9 GAUGE (W1.7) WIRE CONFORMING TO ASTM A82, THAT IS HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A153 CLASS B2. C. ONLY WHERE SHOWN IN DETAILS ON THESE DRAWINGS, AND AS DETERMINED REQUIRED BY THE MASONRY CONTRACTOR: CORNER JOINTS AND TEE INTERSECTIONS SHALL BE REINFORCED WITH PREFABRICATED LADDER TEES AND CORNERS OR APPROVED EQUAL. D. WHEN APPLIED, HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED NO GREATER THAN 24" ON CENTER E. WALL TIES: CORRUGATED FORMED SHEET METAL, 12 GAUGE THICK, ADJUSTABLE, HOT DIP GALVANIZED TO ASTM A123, B2 FINISH. PLACEMENT: 1. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE ON THE ARCHITECTURAL/STRUCTURAL DRAWINGS. 2. PROVIDE CLEAN -OUT HOLES NO LESS THAN 3"X3' SQUARE AT BASE OF ALL REINFORCED FILLED CELLS WHEN THE GROUT POUR EXCEEDS 5 FEET. 3, PLACEMENT OF GROUT MUST BE PLACED WITH THE USE OF A VIBRATOR WITH "PENCIL" TYPE HEAD, OR OTHER APPROVED VIBRATORY EQUIPTMENT, 4. LOCATION AND DIMENSIONS OF MASONRY WALL OPENINGS FOR WINDOWS; DOORS, MECHANICAL OPENING, AND ANY OTHER OPENING OR MASONRY FEATURE ARE TO BE COORDINATED BY THE CONTRACTOR WITH APPROVED SUBMITTALS FOR THE DOORS, WINDOWS, AND OTHER OPENINGS AS APPLICABLE. FOUND ADDITIONAL CMU. REINFORCING INFORMATION. 5. REFER TO FOUNDATION PLAN, FLOOR PLAN, AND CONSTRUCTION DETAILS FOR LINTEL REQUIREMENTS AND ADDITIO A REINFORCING STEEL: MATERIALS ALL REINFORCING MANUFACTURED DESIGNATION A 615 GRADE 60. 1. STEEL SHALL BE MANUFA FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DES G N 2, WELDED WIRE MESH (W.W.M.) FOR REINFORCING SLAB ON GRADE SHALL CONSIST OF 6X6-W1.4 X W1.4 (MINIMUM), CONFORMING TO ASTM A 185. MESH SHALL BE PLACED WITH A MIN. 6" OVERLAP AND WIRE TIED AT 48" ON CEN ESH SHALL BE LOCATED IN THE MIDDLE TO UPPER ONE-THIRD OF THE SLAB AND SUPPORTED ON CHAIRS SPACED NOT TO EXCEED 3 FEET ON -CENTER EACH „ACCORDANCE WTH FBC-R 2014 REINFORCING BAR SP P & HOOKS LA S 1. REINFORCING STEEL LAPS FOR CONTINUOUS BARS IN SLAB ON -GRADE FOOTINGS SHALL BE A MINIMUM 30 BAR DIAMETERS UNLESS OTHERWISE NOTED ON DRAWING DETAILS. 2. REINFORCING STEEL SPLICE AND LAPS USED FOR MASONRY WALL BOND BEAMS SHALL BE A MINIMUM OF 36 INCHES. 3. REINFORCING STEEL SPLICES ARE NOT ALLOWED IN LINTEL BEAM. REINFORCING BARS MUST BE CONTINUOUS. 4. VERTICAL REINFORCING STEEL BAR DEVELOPMENT LAP SPLICE FOR MASONRY FILLED CELLS SHALL BE AS DETAILED ON THE PLANS. WHERE DETAIL IS NOT PROVIDED, SPLICE LAP SHALL BE A MINIMUM OF 48 BAR DIAMETERS AS FOLLOWS: _ #4 BAR: 24" LAP #5 BAR: 30" LAP #6 BAR: 36" LAP 5. AT CORNERS OF CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 4"=0" BENT BAR FOR EACH BAR SCHEDULED AT EACH FACE. 6. AT CORNERS OF MASONRY WALL BOND BEAMS, PROVIDE MATCHING HORIZONTAL BARS WITH 30" X 30" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. 7. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI STANDARD RECOMMENDED HOOKS PER ACI 530 SECTION 7.1, UNLESS SPECIFICALLY SHOWN IN DETAIL ON THESE DRAWINGS ALL TOP STEEL AT DISCONTINUOUS ENDS SHALL BE HOOKED. CLEARANCES 1. MINIMUM COVERAGE OF REINFORCING STEEL SHALL BE AS SHOWN ON THE CONSTRUCTION DETAILS AND/OR AS NOTED IN THESE SPECIFICATIONS, AND AS DETERMINED IN THE FIELD BY THE INSPECTOR. PLACEMENT 1. ALL REINFORCING, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR MASONRY GROUT. 2. PLACEMENT OF ALL STEEL REINFORCEMENT SHALL BE INSPECTED, AND APPROVED, BY THE BUILDING DEPARTMENT, OR THE ENGINEER, PRIOR TO PLACEMENT OF CONCRETE OR MASONRY WALL GROUT. WOOD CONSTRUCTION: 1. DIMENSIONAL FRAMING LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND DRESSING RULES IDENTIFIED BY LUMBER GRADE MARK BY GRADING AGENCY APPROVED FOR COMPLIANCE WITH DOC PS20, AS REQUIRED BY FBC-RESIDENTAIL, SECTION R602.1.1. CONSISTENT WITH DESIGN VALUES AS PUBLISHED IN THE NOS BY THE AF&PA, LATEST EDITION. CIE FOLLOWING MINIMUM GRADES U 2. LUMBER SPECIES AS A MINIMUM SHALL MEET THE FOLLOWI IM LESS SPECIFICALLY NOTED OTHERWISE. OTHER SPECIES AND N GRADES ARE ACCEPTABLE WHERE BOTH MODULUS OF ELASTICITY AND THE DESIGN FIBER STRESS IN BENDING MEET OR EXCEED THE LUMBER GRADES NOTED BELOW, MAXIMUM MOISTURE CONTENT OF LUMBER SUPPLIED TO THE SITE SHOULD NOT EXCEED 16%. MEMBER GRADE 2X ROOF TRUSS BRACING/FRAMING: S.Y.P. NO, 2, DOUGLAS FIR LARCH NO.2; HEMLOCK FIR NO. 1 (Fb = 1,250 PSI, MIN. & E= 1,500,000 PSI) 2X4 & 2X6 STUDS AND TOP PLATES: NO. 2 S-P-F, OR BETTER BLOCKING & ALL MISC. LUMBER: STUD GRADE S-P-F, OR BETTER (Flo min.=550 PSI, Ft min.=325 PSI, & E=1,200,000 PSI) ALL HEADER MATERIAL: NO. 2 STRUCT S-P-F, OR BETTER SILL PLATES: 1. ALL LUMBER USED FOR FOUNDATION SOLE PLATES AND AND LUMBER PLACED IN CONTACT NTH CONCRETE, MASONRY OR STUCCO, SHALL BE PRESSURE TREATED (P.T.) SOUTHERN YELLOW PINE STRUCTURAL GRADE NO.2, OR BETTER. 2. PRESSURE TREATMENT (P.T.) SHALL CONFORM TO AWPA STANDARDS AND MEET ONE OF THE FOLLOWING USE CATEGORIES: A. MICRONIZED COPPER QUATERNARY (MCQ): AWPA UC2 STANDARD; MINIMUM RETENTON = 0.25 PCF. B. DISODIUM OCTABORATE TETRA HYDRATE (DOT): AWPA UC2 STANDARD: MINIMUM RETENTION = SBX 0.28 PCF NOTE SHOULD ALKALINE COPPER QUATERNARY (ACQ) PRESSURE TREATMENT COMPOUND BE USED, METAL CONNECTORS MUST BE GALVANIZED TO CLASS G-185 COATING PER ASTM A653. SHEATHING 1. SHEATHING REQUIREMENTS FOR THE ROOF CONSTRUCTION SHALL CONSIST OF PLYWOOD (ORIENTED STRAND BOARD (OSB) IS NOT ALLOWED). THE MINIMUM REQUIREMENTS FOR THE SHEATHING SHALL CONSIST OF: A. 19/32" THICK (MIN.) PANEL INDEX 40/20. RATED C-D STRUCTURAL I, EXPOSURE 1, WITH EXTERIOR GRADE GLUE. 2. PLYWOOD PANEL RATING SHALL COMPLY WITH DOC VOLUNTARY PRODUCT STANDARDS PS 1-07, WITH BOND AND GRADE CLASSIFICATION AS LISTED HEREIN ABOVE. FASTENERS 1. MINIMUM REQUIREMENTS FOR NAILING THE WOOD FRAMED MEMBERS SHALL MEET NUMBER AND FASTENER SIZE AND TYPE AS LISTED IN THE NAILING SCHEDULE FBC-BUILDING TABLE 2304.9.1, UNLESS OTHERWISE SPECIFICALLY DETIALED IN THESE PLANS, AND AS HEREIN NOTED: SEE: PLYWOOD SHEATHING NAILING SCHEDULE IN THESE CONSTRUCTION PLANS FOR MINIMUM NAILING REQUIREMENTS FOR EXTERIOR WALL SHEATHING, AND ROOF SHEATHING. SUCH AS HILTI LOW VELOCITY POWDER ACTUATED TOOL WITH 0.177" DS PINS, OR RAMMSET #3348, SECURING PLATE WITH MASONRY NAILS IS NOT ACCEPTABLE. PLACEMENT 1. WALL STUDS SHALL BE PLACED NOT MORE THAN 24 INCHES ON CENTER AND ALL CONVENTIONAL FRAMING TO BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS PER CHAPTER 6 OF THE FLORIDA BUILDING CODE-RESEDENTIAL AND AS OTHERWISE DETAILED ON THESE CONSTRUCTION PLANS. 2. DRILLING AND NOTCHING OF STUDS, WALL PLATES, AND ALL CONVENTIONAL FRAMING LUMBER SHALL CONFORM TO REQUIREMENTS AS SPECIFIED IN SECTION R602.1.4. 3. UNLESS NOTED OTHERWISE (U.N.0) IN CONSTRUCTION DETAILS ON THESE PLANS, CONSTRUCTION OF DOOR HEADERS SHALL BE OF THE MINIMUM SIZE AND MAXIMUM SPAN, AS INDICATED HEREIN BELOW, CONSTRUCTED OF LUMBER GRADES AS NOTED HEREIN ABOVE. A. NON -LOAD BEARING INTERIOR 2X4 WALLS (U.O.N. ON PLANS): HEADER SPAN HEADER SIZE 3'-4" (1)2X4 LAID FLAT 4'-6" (2)2X4 (LAID FLAT OPTIONAL) 6'-0" (2)2x6 (VERTICAL WITH Yz" FLECTH PLATE SPACER) 4. INTERIOR FRAMED OPENING: DOUBLE STUD (ONE FULL LENGTH STUD + 1 ONE HEADER STUD) EACH SIDE OF OPENING 6'-0" WIDE OR LESS, UNLESS OTHERWISE DETAILED ON THE PLANS. 5. PROVIDE ADEQUATE BLOCKING FOR ALL FRAMING REQUIRED FOR LIGHT FIXTURES,ELECTRICAL AND MECHANICAL EQUIPMENT, ETC. 6. SHOULD GABLE END BRACING BE REQUIRED BY THE PERMITTING BUILDING DEPARTMENT, 2X4 BRACING SHALL BE INSTALLED IN SUBSTANTIAL CONFORMANCE TO FBC-RESIDENTIAL FIGURE R609.4. METAL STUD FRAMING: 1. INTERIOR PARTITION WALLS THAT ARE NON -LOAD BEARING MAY BE FRAMED WITH COLD -FORMED METAL STUD FRAMING IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AS SPECIFIED IN THE FLORIDA BUILDING CODE, AND AS HEREIN NOTED. 2. INTERIOR NON -BEARING METAL STUD PARTITION WALLS MUST BE ERECTED AND BRACED TO WITHSTAND A UNIFORM LATERAL LOAD OF 10 LBS/S.F. WITH MAXIMUM ALLOWABLE DEFECTION LIMITED TO H/360. WHERE H = HEIGHT OF WALL MEASURED IN INCHES. MAXIMUM STUD SPACING SHALL BE AS SHOWN ON THESE PLANS. 3. METAL STUDS SHALL BE FABRICATED FROM GALVANIZED STEEL SHEET CONFORMING TO ASTM A 653, ZINC COATED; STRUCTURAL QUALITY GRADE 33, CLASS 1 OR 2. ZINC COATED ACCORDING TO ASTM A525, G60. 4. GALVANIZED STEEL STUDS AND TRACK SHALL BE MANUFACTURED WITH A MINIMUM FLANGE WIDTH AS SPECIFIED IN THE WALL SECTIONS AND DETAIL NOTES WITHIN THESE PLANS; WITH A DESIGN UNCOATED MINIMUM THICKNESS OF 0.0474 INCHES (18 GAUGE) FOR NON -BEARING INTERIOR FULL HEIGHT PARTITION WALLS. 5, ALL MISCELLANEOUS STEEL SHAPES AND CLIPS SHALL BE THE SAME MATERIAL AND FINISH USED FOR FRAMING MEMBERS, WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI, OR ASTM A36 STEEL, HOT -DIP GALVANIZED ACCORDING TO ASTM A153 SHALL BE USED. 6. ALL MECHANICAL FASTENERS SHALL BE CORROSION -RESISTANT COATED, SELF -DRILLING, SELF -THREADING STEEL DRILL SCREWS. 7. SILL TRACKS SHALL BE SECURED WITH SHOT PINS AT 16" O.C. (MAX.) AND STAGGERED, PER MANUFACTURER'S RECOMMENDATIONS, SUCH AS HILTI LOW VELOCITY POWDER ACTUATED TOOL NTH 0.27 CAL. DRYWALL TRACK PINS, OR EQUAL. SECURING TRACK PLATES WITH CORROSION RESISTANT TAPCON SCREWS WILL BE AT THE DISCRETION OF THE GENERAL CONTRACTOR. 8. PROVIDE ADEQUATE BLOCKING FOR BACKING AND FRAMING REQUIRED FOR LIGHT FIXTURES, ELECTRICAL AND MECHANICAL EQUIPMENT, ETC. PRE-ENGINEERED WOOD ROOF TRUSSES: GENERAL REQUIREMENTS 1. PRE-ENGINEERED ROOF TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA AND FABRICATED BY A CERTIFIED TRUSS MANUFACTURER. 2. SIGNED AND SEALED CALCULATIONS AND SHOP DRAWINGS ARE TO BE SUBMITTED TO THE PROJECT ENGINEER (AND CONTRACTOR) FOR REVIEW OF DESIGN CONFORMANCE TO THESE CONSTRUCTION SPECIFICATIONS PRIOR TO FABRICATION. WHEN REQUIRED, GENERAL CONTRACTOR SHALL SUBMIT COPIES OF THE CALCULATIONS AND SHOP DRAWINGS TO THE BUILDING DEPARTMENT AT TIME OF PERMIT APPLICATION PROCESSING. 3. TRUSS SHOP DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ALL SPECIFIED INFORMATION LISTED IN THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL; ALONG WITH A TRUSS PLACEMENT PLAN WITH PIECE MARKS, TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, APPLIED LOAD DURATION FACTORS AND ERECTION DETAILS. DESIGNED WITH CAPACITY TO SUPPORT DEAD LOADS ANDACCORDANCE WIT THE 2017 FLORIDA 4. TRUSSES SHALL BE LIVE LOADS FOR THIS REGION IN H F R BUILDING CODE AND REFERENCED STANDARDS THEREIN FOR WORST CASE LOADING PATTERNS USING THE FOLLOWING MINIMUM CONDITIONS: LOADING AREA LIVE LOAD DEAD LOAD TOP CHORD: 20 PSF 7 PSF UN -OCCUPIABLE CEILING: 10 PSF 10 PSF BOTTOM CHORD: 0 PSF 10 PSF 5. ALLOWABLE LOAD DEFLECTION USED TO DETERMINE STRESS RATING OF LUMBER FOR TOP AND BOTTOM CHORD MEMBERS SHALL BE LIMITED TO THE FOLLOWING: TOP CHORD: L/180 (live + dead load) & L/240 (live load only) BOTTOM CHORD: L/240 (live + dead load) & L/360 (live load only) FABRICATION AND MATERIALS ' 1. PRE -FABRICATED METAL PLATE CONNECTED WOOD TRUSSES SHALL BE ENGINEERED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AS PUBLISHED BY AF&PA, AND THE "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-2007. 2. WOOD MEMBERS SHALL BE FABRICATED FROM DIMENSION VISUALLY STRESS RA -TIED LUMBER, CONSISTING OF SOUTHERN YELLOW PINE (SPIB) KILN DRIED GRADE #2 OR BETTER FOR CHORDS AND GRADE #2 OR BETTER FOR WEBS. 3. NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM F 1667. 4. CONNECTOR PLATES: STRUCTURAL -QUALITY STEEL SHEET, ZINC COATED, COMPLYING WITH ASTM A 653/A653M, GRADE 33, G60 COATING DESIGNATION; AT LEAST 0.0359 INCH (0.91 MM) THICK. INSTALLATION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING, BRACING AND ERECTING THE WOOD TRUSSES IN ACCORDANCE WITH "BUILDING COMPONENT SAFETY INFORMATION" GUIDELINES PUBLICATION BCSI 1-03 ESTABLISHED BY THE "WOOD TRUSS COUNCIL OF AMERICA" (WCTA) AND THE "TRUSS PLATE INSTITUTE" (TPI). 2. BRACING REQUIRED TO STRENGTHEN TRUSS COMPONENTS SHOULD BE INSTALLED AS NOTED ON THE TRUSS FABRICATOR'S ERECTION DRAWINGS IN ACCORDANCE WITH THE FABRICATORS RECOMMENDATIONS. 3. MINIMUM PERMANENT BRIDGING AND BRACING CRITERIA FOR ROOF TRUSS CONSTRUCTION: A. PERMANENT TRUSS BRACING OR BRIDGING MEMBERS SHALL BE 2X4 SOUTHERN PINE (OR EQUAL) WITH 16d NAILING. B. MINIMUM OF ONE ROW OF DIAGONAL BRACING IS REQUIRED. ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. C. BOTTOM CHORD: BRIDGING SHALL CONSIST OF CONTINUOUS 2X4 LATERAL BRACING SPACED AT 6'-0" FROM SOUTH BEARING WALL WITH CEILING ATTACHED TO THE BOTTOM OF TRUSSES. D. TOP CHORD BRIDGING: BRACING IS NOT REQUIRED. 4. ANCHOR ROOF TRUSSES SECURELY AT ALL BEARING POINTS USING METAL FRAMING ANCHORS AND FASTENERS AS NOTED AND/OR DETAILED ON THESE PLANS. 5. DO NOT ALTER, CUT, OR REMOVE TRUSS MEMBERS WITHOUT WRITTEN APPROVAL FROM THE TRUSS ENGINEER. COORDINATE LOCATION OF ELECTRICAL WIRING WITH TRUSS LAYOUT PRIOR TO ERECTION. 6. REMOVE AND REPLACE WOOD TRUSSES THAT ARE DAMAGED OR DEFICIENT. DRAPT'ING SERVICES JoA JA li. PHONE: (772) 231-7942 W W W.1'ROASURECOA9'IGRAQPMG.COM co � e � �` m 4 3 u z iL Q A 0 z� C hi A FV)-I W Q A d z rr^^ vJ 0 • U 0 U F`I O z m U W �w zA o 0 U M �o xu�� W W wuall 0 Q� I �OFa 0 0 H 0 U 0 a Frl v! z 0 U nm o U N LLJ Z II- m R N Ln 00 V 0 m N Z J LL Ln W co o I:c w win 00 N NLL JJN 06 U) N n u00 to 0. a W w N Ln r` . �yjY-- y D Date: SCALE: N.T.S. JOB No: 518-0319 T1 FRAMING CONNECTORS, FASTENERS AND BOLTS: EACH TYPE OF ANCHOR REQUIRED FOR THIS PROJECT IS NOTED IN THE CONSTRUCTION DETAILS ON THE PLANS. NOTE: USE ONLY HOT -DIPPED GALVANIZED FASTENERS WITH HOT -DIPPED GALVANIZED PLATE CONNECTORS METAL FRAMING CONNECTORS: 1. ALL METAL FRAMING CONNECTING HARDWARE, ANCHORS, JOIST HANGERS, TIE STRAPS ETC., SHALL BE MANUFACT40 BY SIMPSON "STRONG -TIE" OR CODE APPROVED EQUAL, AND AS SPECIFIED BY THE PRE-ENGINEERED WOOD ROOF TRUSS MANUFCATURER. HARDWARE.CONNECTORS SHALL CONFORM TO ONE OF THE FOLLOWING: A. ASTM A36 CARBON STEEL HOT -DIP GALVANIZED PER ASTM A123 WITH A MINIMUM COATING EQUAL TO G90 DESIGNATION AS MEASURED BY ASTM A653. EXCEPT WHEN IN CONTACT WITH "ACQ" PRESSURE TREATED LUMBER, GALVANIZING 'SHOULD MEET CLASS G-185 COATING. B. STAINLESS STEEL A.I.S.I. TYPE 304 (OR BETTER) PER ASTM A167. NAILS AND SCREWS 1. NON SPECIFIED FASTENERS (NAILS & SCREWS) SHALL BE HOT -DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM',A 153 STANDARDS, CLASS C, OR SHALL BE TYPE 304 STAINLESS STEEL, ASTM A-167, MEETING MECHANICAL REQUIREMENTS OF ASTM F593., OR BETTER. MASONRY SCREWS ("TAPCONS") 1. UNLESS OTHERWISE SPECIFIED IN CONSTRUCTION DETAILS SHOWN IN THESE CONSTRICTION PLANS, OR SPECIFIED BY THE WINDOW AND DOOR MANUFACTURER LISTED IN THESE PLANS, TAPCON MASONRY SCREWS USED FOR FASTENING WOOD BUCKS TO THE MASONRY WALL SHALL BE "TAPCON" AS MANUFACTURED BY ITW BUILDEX CONSTRUCTION PRODUCTS. A) TAPCON SCREWS SHALL HAVE A SLOTTED HEX WASHER HEAD (WITH 3/8" DIA. MIN. WASHER) B) TAPCON SCREWS USED TO CONNECT 1" NOMINAL P.T. BOARD (BUCK) TO MASONRY BLOCK HOUSE WALL SHALL BE 1/4"0 X 2 3/4" LONG "TAPCON" SCREW WITH THE FOLLOWING LOAD CAPACITY (OR BETTER): LOAD SPECIFICATIONS C-90 HOLLOW BLOCK (1" EMBEDMENT) MINIMUM ULTIMATE TENSION CAPACITY: 472 LBS. MINIMUM WORKING TENSION CAPACITY: 118 LBS. MINIMUM WORKING SHEAR CAPACITY: 161 LBS. C) SCREWS MUST BE CORROSION RESISTANT WITH "CLIMASEAL" FINISH MEETING ASTM B117 TEST STANDARDS, "OR MIAMI DADE COUNTY PROTOCOL TAS-144.E, OR BETTER. D) EQUIVALENT CONCRETE SCREWS MUST HAVE MIAMI-DADE N.O.A. (OR FLORIDA PRODUCT APPROVAL NUMBER) THAT MEET OR EXCEED THE REQUIRED LOAD SPECIFICATIONS AS NOTED. EPDXY ADHESIVE WALL CONNECTION ANCHORS: 1. EPDXY ADHESIVE USED FOR ANCHORING REBAR (OR THREADED ROD ANCHOR BOLTS)INTO EXISTING GROUTED MASONRY BLOCK WALL SHALL BE SPECIALLY FORMULATED FOR ANCHORING REBAR AND THREADED RODS INTO EXISTING GROUTED MASONRY BASE MATERIAL. 2. EPDXY ADHESIVE SHALL BE SUPPLIED AS A TWO PART 100% SOLIDS, HIGH MODULUS, STRUCTURAL EPDXY GEL, THAT HAS BEEN TESTED BY A RECOGNIZED STATE OF FLORIDA PRODUCT APPROVAL AGENCY. 3. THREE EPDXY ADHESIVE MANUFACTURERS THAT MEET THIS CRITERIA ARE; A. HILTI "HIT RE 500 SYSTEM" - B. SIMPSON. STRONG -TIE "EPDXY -TIE SET" C. ADHESIVES TECHNOLOGY "HS-200" 4. DRILLING AND PLACEMENT OF REBAR WALL TIES AS NOTED IN THESE CONSTRUCTION PLANS, SHALL BE PERFORMED IN STRICT ACCORDANCE WITH EPDXY ADHESIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REBAR EMBEDMENT DEPTHS ARE SHOWN AND INDICATED IN THE CONSTRUCTION DETAILS: T 5. ALL DRILL HOLES MUST BE CLEANED IN ACCORDANCE WITH THE EPDXY ADHESIVE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. ALL REBAR (OR THREADED ROD ANCHOR BOLTS) MUST BE SET IN EPDXY ADHESIVE AND ALLOWED TO CURE IN ACCORDANCE WTH EPDXY MANUFACTURER'S WRITTEN INSTRUCTIONS, ROOFING: 1. ROOF COVERING TO CONSIST OF ASPHALT ROOFING SHINGLES. 2. ASPHALT ROOFING SHINGLES MUST BE MANUFACTURED IN COMPLIANCE WITH ASTM D225, OR ASTM D3462, AND CLASSIFIED TO MEET ASTM D7158 CLASS H, OR ASTM D3161 CLASS F. - 3. ASPHALT ROOFING SHING LES SHALL BE INSTALLED IN COM PLIANCE WITH FBC-RESIDENTIAL, 2014. 4. UNDERLAYMENT SHALL CONSIST OF 1 LAYER OF ASPHALT -SATURATED BUILDING FELT CONFORMING TO ASTM D226, TYPE II, ASTM D4869 TYPE I, OR CODE APPROVED EQUAL. 5. FIRST LAYER OF UNDERLAYMENT SHALL BE INSTALLED IN COMPLIANCE WITH FBC=1507.2.8 (2) (b)(1); WITH 1 INCH DIA. (MIN.) PLASTIC CAP OR METAL CAP CORROSION RESISTANT NAILS CONFORMING TO ASTM F1667, OR H.D.G. CONFORMING TO ASTM A641, CLASS 1, NAILS HAVING 3/8"0 HEAD X LENGTH TO PROVIDE 3/4" MIN. PERPETRATION THRU ROOF SHEATHING, PLACED NO GREATER THAN 6" O.C. ALONG EDGE OF ROLL. AND 12" O.C. ACROSS WIDTH OF ROLL. 8. A ROOF RIDGE VENT SHOULD BE INSTALLED IF NECESSARY TO MEET NET FREE ATTIC VENTILATION AREA REQUIREMENTS AS REQUIRED BY FBC-R, 2014. FLASHING 1. FLASHING SHALL CONSIST OF CORROSION RESISTANT METAL WITH A MIN. THICKNESS OR WEIGHT AS SPECIFIED IN THE FBC-R, AND INSTALLED IN ACCORDANCE WITH FBC-R. 2. ALL PIPE PENETRATIONS SHALL BE FLASHED WITH LEAD SLEEVE NOT LESS THAN 2.5 LBS./SQ. FT., WITH 4" MINIMUM FLANGE. 3. FLASHING AND COUNTER FLASHING SHALL BE INSTALLED AS REQUIRED BY THE APPLICABLE FLORIDA BUILDING CODE, OR CONTRACTOR SHALL PROVIDE BETTER ASSEMBLY. 4. ALL WALL COUNTER FLASHING SHALL CONSIST OF 5" VERT FLANGE X 6" BASE FLANGE, WITH 1' METAL EDGE RETURN FLUSH TO BASE OF WALL OVER UNDERLAYMENT. 5. FLASHING SHALL HAVE 4" MINIMUM LAP JOINTS AND APPLIED FLASHING CEMENT. 6. ON BLOCK WALLS, SEAL ALONG ENTIRE EDGE OF VERTICAL METAL FLANGE, COVERING ALL NAIL PENETRATIONS WITH FLASHING CEMENT AND MEMBRANE SEALANT. 7. COUNTER FLASHING SHALL BE PLACED OVER CONTINUOUS STRIP OF MEMBRANE SEALANT CONSISTING OF INORGANIC -ASPHALT IMPREGNATED FIBERGLASS MEMBRANE, MINIMUM 4" WIDE. B. ASPHALTIC ROOF CEMENT SHALL CONFORM TO ASTM 04586, TYPE II, NON -ASBESTOS, NON -RUNNING, HEAVY BODY MATERIAL COMPOSED OF ASPHALT AND OTHER MINERAL INGREDIENTS. 9. NAILS SHALL BE CORROSION RESISTANT MEETING ASTM A641 CLASS 1, HOT DIPPED GALVANIZED, COPPER OR STAINLESS STEEL OR SUFFICIENT LENGTH. GYPSUM DRYWALL: 1. ALL INTERIOR GYPSUM BOARD TO BE MIN. )�" THICK WITH (13 GAGE, TV LONG, I&" HEAD; 0.098" DIAMETER, 1Y4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1%" LONG, 1%4" HEAD; OR GYPSUM BOARD NAIL, 0.088" DIAMETER, 1%" LONG, %2" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 2. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. 3. METAL TRIM SHALL MEET OR EXCEED THE FOLLOWING: A. CORNER BEADS: U.S. GYPSUM #103 B. CASING BEADS: U.S. GYPSUM #200A C. CONTROL JOINTS: U.S. GYPSUM #093 4. TAPE AND COMPOUND SHALL MEET OR EXCEED THE FOLLOWING: A. REINFORCING TAPE: 1-7/8" WIDTH TO 2-1/2", ASTM C 475 B. JOINT COMPOUND: ASTM C 475. 5. BACKER BOARD FOR ATTACHEMENT OF ADHESIVE APPLIED CERAMIC TILE APPLICATIONS, THAT IS NOT EXPOSED TO WET CONDITIONS, MAY CONSIST OF WATER-RESISTANT GYPSUM BACKER BOARD MANUFACTURED IN COMPALINCE WTH ASTM C1396, C1178 OR C1278. Y2" THICK BACKER BOARD IS PERMITTED ON CEILING WHEN APPLIED TO FRAMING SPACED 12" O.C. MAX., AND MUST BE %" THICK WHEN CEILING FRAMING IS SPACED 16" O.C. OR GREATER. 6. BACKER BOARD USED FOR WET APPLICATIONS, SUCH AS IN TUB AND SHOWER AREAS MUST CONSIST OF FIBER -CEMENT BOARD OR FIBER -REINFORCED GYSPSUM BACKER BOARD MANUFACTURED IN ACCORDANCE WITH ASTM C1288, C12781 C1325, OR C1178; OR CODE APPROVED EQUAL, PER FBC-R, SECTION 702.4.2. 7. GYPSUM WALLBOARD FASTENING SCREWS SHALL CONSIST OF #6 x 1)/4" TYPE "W DRYWALL SCREWS CONFORMING TO ASTM C1002 STANDARDS FOR WOOD STUD AND ROOF TRUSS CONNECTIONS, UNLESS OTHERWISE NOTED IN WALL SECTION DETAILS, DRYWALL SCREWS SHALL BE SPACED NO GREATER THAN 8" O.C. EDGES AND 12" O.C. IN THE FIELD. 8. WHEN FASTENING GYPSUM WALLBOARD TO METAL STUD FRAMING FASTENING SCREWS SHALL CONSIST OF #6 x 1" (MIN.) DRYWALL SCREWS CONFORMING TO ASTM C954 STANDRDAS, OR BULGE HEAD STYLE SCREWS CONFORMING TO ASTM C1513 STANDARDS. UNLESS OTHERWISE NOTED IN WALL SECTION DETAILS, DRYWALL SCREWS SHALL BE SPACED NO GREATER THAN 8" O.C. EDGES AND 12" O.C. IN THE FIELD. 9. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450, AND A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 10. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 11. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXTERIOR CEMENT STUCCO SPECIFICATIONS: 1. ALL EXTERIOR CEMENT STUCCO SHALL CONSIST OF PORTLAND CEMENT PLASTER CONFORMING TO ASTM C926, BASE, AND FINISH COATS MIXES. 2. STUCCO APPLIED OVER MASONRY SHALL CONSIST OF TWO COATS WITH A MINIMUM THICKNESS OF 1/2", NOT INCLUDING TEXTURE. 3. CONTROL JOINT BEADS OR JOINTS SHALL BE INSTALLED TO CREATE PANELS NO GREATER THAN 144 SQUARE FEET, WITH NO DIMENSION EXCEEDING 18 FEET FOR A LENGTH TO WIDTH RATIO OF 2-1/2 TO 1. 4. PNEUMATICALLY PLACED PORTLAND CEMENT PLASTER SHALL CONFORM TO REQUIREMENTS OF FBC-RESIDENTIAL. 5. A BONDING AGENT MUST BE APPLIED TO THE EXISTING MASONRY SUBSTRATE AND EXISTING SURFACE OF STUCCO, WHERE THE STUCCO REPAIR IS PERFORMED TO JOINT OLD SURFACE TO NEW. SOFFIT CONSTUCTION 1. CEMENT STUCCO APPLIED OVER METAL LATH FOR SOFFIT CONSTUCTION SHALL BE APPLIED IN THREE COATS TO PROVIDE A TOTAL NOMINAL THICKNESS OF 3/4", AND IF PNEUMATICALLY APPLIED, TWO COATS TO A MINIMUM TOTAL THICKNESS OF W, PER FBC-RESIDENTIAL, 2017. 2. HI -RIB EXPANDED -METAL LATH SHALL CONSIST OF THE FOLLOWNG MINIMUM PROPERTIES: A. MUST BE MANUFACTURED FOR CONFORMANCE WITH ASTM C847 STANDARDS. B. SHALL BE SELF -FURRED RIB LATH CONSISTING OF 3/8" HIGH RIBS SPACED 4" ON -CENTER WITH 1/8" RIBS BETWEEN EACH HI -RIB, FOR SPANNING BETWEEN HORIZONTAL SUPPORT SPACED UP TO 24" ON -CENTER. C. MINIMUM UNIT WEIGHT = 3.4 LBS. PER SQUARE YARD. D. METAL LATH SHALL BE HOT DIPPED GALVANIZED IN CONFORMANCE WITH ASTM A653 OR ASTM A924 STANDARDS TO G60 MINIMUM. E. FOR PNEUMATICALLY APPLIED STUCCO APPLICATIONS, THE HI -RIB LATH SHALL BE PROVIDE WITH "K-PAPER" BACKING, AS MANUFACTURER BY CEMCO OR BETTER, TO PREVENT STUCCO BLOW THROUGH. 3. SOFFIT STUCCO CONTROL JOINTS: A. STUCCO CONTRACTOR SHALL BE RESPSONSIBLE TO SUBMIT A SOFFIT STUCCO CONTROL JOINT LOCATION PLAN FOR HOMEOWNER'S REVIEW AND APPROVAL PRIOR TO START OF STUCCO WORK. B. INSTALL CONTROL JOINTS AS REQUIRED TO DELINEATE STUCCO SOFFIT WORK INTO AREAS (PANELS) OF 100 SQ.FT. MAXIMUM SIZES WTH MAXIMUM DISTANCE BETWEEN CONTROL JOINTS NOT TO EXCEED 18 FEET O.C., OR AS REQUIRED TO DELINEATE PLASTER WORK INTO AREAS (PANELS) WTH LENGTH TO WIDTH RATIOS NOT GREATER THAN 2 1/2:1. C. INSTALL CONTROL JOINTS WHERE SOFFIT STUCCO WORK AREAS CHANGE DIMENSIONS, TO DELINEATE RECTANGULAR -SHAPED AREAS (PANELS) AND TO RELIEVE THE STRESS THAT OCCURS AT THE CORNER FORMED BY THE SOFFIT DIMENSION CHANGE. 4. FINAL STUCCO SOFFIT TEXTURE, FINISH, AND COLOR TO BE DETERMINED BY BUILDING OWNER'S DESIGNATED REPRESENTATIVE. STUCCO ACCESSORIES: 1. PLASTIC ACCESSORIES FOR EXTERIOR STUCCO APPLICATIONS SHALL BE INSTALLED IN CONFORMANCE WITH ASTM C1063, USING SCREWS THAT INCLUDE BUT NOT LIMITED TO CORNER BEADS, CASING BEADS, CONTROL JOINTS, EXPANSION JOINTS, AND SOFFIT VENTS. 2. STUCCO ACCESSORIES SHALL CONSIST OF PLASTIC COMPONENTS THAT MEET ASTM D4216 STANDARDS FOR HIGH -IMPACT PVC BUILDING PRODUCTS, MANUFACTURED FROM RIGID PVC AND CPVC CONFOUNDS MEETING ASTM D1784 CELL CLASS 13244C. 3. ALL STUCCO ACCESSORIES SHALL HAVE BUTT JOINTS, INTERSECTION, ENDS AND CORNERS CAULKED AT TIME OF INSTALLATION USING ELASTOMERIC CAULK (NO EXCEPTIONS). 4. ALL PLASTIC STUCCO ACCESSORIES SHALL BE NEW AND SUPPLIED BY A SINGLE PRODUCT •MAN UFACTURER, SUCH AS VINYL CORPORATION; MIAMI, FLORIDA (800/648-4695). OR APPROVED EQUAL. !EXTERIOR WALL & CEILING INSULATION: .1. ALL LOAD BEARING STUD FRAMED WALLS ADJACENT TO THE GARAGE MUST BE INSULATED WITH FIBERGLASS BATT INSULATION (OR EQUAL) R-11 MIN. -;RATING INSTALL FIBERGLASS BATT INSULATION WTH KRAFT PAPER BACKING FACING GARAGE SIDE (WARM SIDE) OF THE WALL. 2, ATTIC INSULATION MUST BE INSTALLED TO PROVIDE A PRESCRIPTIVE R-VALUE RATING = 30 (MINIMUM), WITHOUT VAPOR BARRIER, UNLESS A WHOLE HOUSE ENERGY EFFICIENCY CALCULATIONS ARE APPLIED BASED ON 2017 FBC-ENERGY CONSERVATION CODE. 13. ATTIC INSULATION IS RECOMENDED TO BE .. -IN LOOSE -FILL FIBERGLASS INSULATION THAT MEETS ASTM C764, TYPE I INSULATION, WTH AN ASTM 1E84 FLAME SPREAD RATING OF 25 OR LESS. ONE INSULATION WHICH MEET THESE SPECIFICATIONS IS THE "CLIMATE PRO" AS MANUFACTURED BY 'THE JOHNS MANVILLE COMPANY. BASED ON THIS INSUI_7QT0L%Q,0DUCT RATING, A MINIMUM LOOSE FILL THICKNESS OF 11.5 INCHES IS REQUIRED TO OBTAIN ',A MINIMUM R-VALUE = 30, I I FINISHING: 1. ALL FINISHING WORK, MATERIALS, AND WORKMANSHIP SHALL BE DETERMINED,_ AND SPEC114D BY BUILDING CONTRACTOR OR THE HOMEOWNER. ELECTRICAL CONSTRUCTION NOTES: CONTRACTOR NOTES 1. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS.ZEQUIRED FOR THE WORK BY ALL AUTHORITIES HAVE JURISDICTION. 2. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY GENERAL CONTRACTOR OR HOMEOWNER. 3. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT'AtfITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. SWITCHES AND RECEPTACLES 1. ALL GENERAL PURPOSE LIGHT SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE HUBBELL: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR LEVITON WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY HOMEOWNER/GENERAL CONTRACTOR. A. SINGLE POLE SWITCH; 15 AMP, 120/277V AC, "NO- CLICK' DECORATOR ROCKER SWITCH, EQUAL TO HUBBELL NO. RSD115, COMPLYING WITH UL E3896. B. THREE-WAY SWITCH; 15 AMP. 120/277V AC, "NO -CLICK" DECORATOR ROCKER SWITCH, EQUAL TO HUBBELL NO. RSD315, COMPLYING WTH UL E3896. C. GENERAL USE 120V DUPLEX RECEPTACLES: NEMA NO. 5-20R, GROUNDING TYPE, 15 AMP HUBBELL NO. RRD15 SPECIFICATION GRADE, COMPLYING WTH UL E2186, OR HOMEOWNER/GENERAL CONTRACTOR APPROVED EQUAL. D. GROUND -FAULT CIRCUIT INTERRUPTER. RECEPTACLES (GFCI) SHALL MEET UL 943 STANDARD FOR 120 VAC., 20 AMP RATINGS; WITH UL CLASS A TRIPPING REQUIREMENT. E. WALL PLATE COVERS FOR ALL SWITCHES AND RECEPTACLES SHALL BE SMOOTH PLASTIC FASTENED WTH METAL SCREWS HAVING HEADS MATCHING PLATE COLOR. HOMEOWNER/GENERAL CONTRACTOR TO SELECT COVER PLATE STYLE AND COLOR. (LIGHTING FIXTURES 1 ALL LIGHTING FIXTURES, MANUFACTURER AND TYPE OF NEW LIGHTS TO BE SELECTED BY HOMEOWNER/GENERAL CONTRACTOR AND INSTALLED BY I ELECTRICAL CONTRACTOR, 12. ELECTRICAL CONTRACTOR SHALL INSTALL PRE -WIRE ALL CEILING LIGHT FIXTURES AS NOTED ON THE PLANS, AND PROVIDE ALL NECESSARY LAMPS, BALLASTS SOCKETS, HOUSING, CEILING TRIM RINGS, BRACKETS, LENSES/DIFFUSERS AND OUTLET BOXES, AND ALL OTHER APPURTENANCES NEEDED TO PROVIDE A COMPLETE AND FUNCTIONAL LIGHTING SYSTEM. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF LIGHTING FIXTURE AND APPURTENANCES WITH GENERAL CONTRACTOR. WIRES AND CABLES 1. ALL ELECTRIC CONDUCTORS AND GROUNDING WIRES SHALL BE MINIMUM WIRE SIZE OF #12 AWG FOR RECEPTACLE POWER WIRING AND #14 AWG FOR GENERAL LIGHT FIXTURE WRING, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. 2. CONDUCTOR MATERIAL SHALL BE LIMITED TO COPPER WIRE, ALUMINUM WIRE IS NOT ACCEPTABLE, 600 V INSULATION (ASTM STANDARD COMPOUNDS) AS REQUIRED BY NEC. 3. PROVIDE GROUNDING CONDUCTOR WHEN RUN WITH CIRCUIT CONDUCTORS WITH SAME INSULATION AS CIRCUIT CONDUCTORS. BOXES AND ENCLOSURES 1. OUTLET BOXES, PULL AND JUNCTION BOXES SHALL CONFORM TO NEMA 250, TYPE 1, EXCEPT IN DAMP OR WET LOCATIONS USE NEMA 250, TYPE 3R, OR CODE APPROVED EQUAL. GROUNDING 1. ELECTRICAL CONTRACTOR MUST VERIFY THAT THE EXISTING HOUSE AND GARAGE GROUNDING ELECTRODE SYSTEM CONSIST OF ALL AVAILABLE GROUNDING CONDUCTORS BONDED TOGETHER IN ACCORDANCE WITH NFPA-70, 2011 N.E.C. ARTICLE 250.50. CIRCUIT BREAKERS 1. ALL GENERAL LIGHTINGBOARD BREAKERS SHALL BE MOLDED CASE CIRCUIT BREAKERS RATED NEMA AB 1 AND UL LISTED FOR TYPE AND POWER PANEL BOA A , OF WIRE SPECIFIED, AND SHORT CIRCUIT RATING UP TO 240 V, 10,000 RMS SYMMETRICAL AMP MINIMUM. DISCONNECT SWITCHES 1. IF A DEDICATED DISCONNECT SWITCH IS REQUIRED TO PROVIDE NEW CIRCUIT BREAKER PANEL SUITABLE FOR RECEIVING NEW ARC FAULT CIRCUIT BREAKERS, THE DISCONNECT SWITCH SHALL BE NEMA KS 1, TYPE HD, WITH LOCKABLE HANDLE, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE RATED FOR INSTALLED LOCATION AS REQUIRED BY THE N.E.C. 2. FUSES FOR DISCONNECT SWITCH, IF REQUIRED, SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1. TELEPHONE WIRING 1. TELEPHONE CABLE SHALL BE VINYL INSULATED, TINNED COPPER, SOLID, TWISTED PAIR, CABLED CONDUCTORS AND SILVER GRAY VINYL JACKET FOR TELEPHONE INTER -COMMUNICATIONS. A. UP TO 4 CONDUCTORS/CABLE, 22 AWG SOLID WIRE. B. OVER 4 CONDUCTORS/CABLE, 24 AWG SOLID WIRE. EXHAUST AIR 1. EXHAUST CEILING FAN LOCATED IN NEW BATHROOMS MUST BE VENTED TO OUTSIDE WITH GALVANIZED. SHEET OR CORRUGATED ALUMINUM FLEX EXHAUST DUCT WITH SEALED SEAMS AND JOINTS. PLUMBING AND PIPING CONSTRUCTION NOTES: PLUMBING FIXTURES AND ACCESSORIES 1. OWNER/CONTRACTOR SHALL SELECT EACH PLUMBING FIXTURE AND ALL APPURTENANCES FOR USE IN THE BATHROOMS. 2. GENERAL CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED TOILET ROOM ACCESSORIES. 3. PLUMBING FIXTURES STANDARDS SHALL COMPLY WITH CHAPTER 27 AND FLOW EFFICIENCIES SHALL COMPLY WITH CHAPTER 29 OF THE 2017 FBC-RESIDENTAIL CODE, AND ANY LOCAL ORDINANCE OR STATE LAW GOVERNING WATER FLOW RATE AND WATER CONSUMPTION OF PLUMBING FIXTURES. PIPE AND PIPE PRODUCTS 1. COLD WATER DISTRIBUTION PIPE LINES SHALL BE COPPER, MINIMUM WEIGHT NOT LESS THAN TYPE L ABOVE GRADE, AND TYPE K BELOW GRADE, MEETING ASTM B88. SOLDERED JOINTS SHALL CONFORM TO ASTM B 828 AND CONTAIN LESS THAN 0.2 % LEAD. 2. DRAIN, WASTE, AND VENT PIPE SHALL BE PVC DWV PIPE, METING ASTM 2665, SCHEDULE 40 MINIMUM, OF MINIMUM SIZE REQUIRED BY CODE. 3, WATER HAMMER ARRESTER, IF NEEDED SHALL BE BELLOWS OR PISTON TYPE WITH PRESSURIZED CUSHIONING CHAMBER CONFORMING TO ASSE 1010. MANUFACTURED WATER HAMMER ARRESTERS SHALL BE SMITH NO 3000 SERIES "HYDROTROLS", JOSAM, ZURN OR EQUAL, INSTALLED IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE STANDARD NO. WH2O1. ALL OTHER COLD WATER LINES MAY BE PROVIDED WITH A 15' HIGH AIR CHAMBER PIPE. 4. WHERE PIPE INSULATION IS REQUIRED TO MEET REQUIREMENTS OF THE FLORIDA BUILDING CODE, OR IF DESIRED BY THE HOMEOWNER, FOR EITHER HOT AND OR COLD WATER PIPING THE INSULATION SHALL BE SELECTED TO MEET THE FOLLOWING PARAMETERS: A. MINIMUM OF t" THICK FIBERGLASS INSULATION, WITH A FIRE RETARDANT JACKET, HAVING AN AVERAGE THERMAL CONDUCTIVITY NOT EXCEEDING 0.22 BTU INCH PER SQ.FT. PER DEGREE F, PER HOUR AT A MEAN TEMPERATURE OF 100 DEGREES F. COLD WATER PIPING INSULATION SHALL BE PROVIDED WITH A VAPOR BARRIER. B. PIPE INSULATION SHALL HAVE A FLAME SPREAD AND SMOKE DENSITY RATING NOT EXCEEDING 25/50 AS TESTED PER ASTM STANDARD E-84 1, ALL COLD (AND HOT) WATER DISTRIBUTION PIPE LINES SHALL BE PROVIDED WITH FULL PORT BALL VALES WITH STEM LEVEL 1/4 TURN HANDLES. INSTALLATION 1. PLUMBING PIPE SHALL BE INSTALLED IN CONFORMANCE WITH 2017 FBC-RESIDENTIAL, AND REFERENCE STANDARDS NOTED THEREIN. 2. SEAL PIPE PENETRATIONS THROUGH CEILING FRAMING WITH APPROVED FIRE STOPPING SEALANT MATERIAL. 3. PROVIDE ALL PIPE CONNECTIONS WITH INDUSTRY STANDARD FITTINGS IN ACCORDANCE WITH APPLICABLE PLUMBING CODES, ASME B16, AND ASTM STANDARDS FOR ALL PIPE PRODUCTS USED. INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. 4, INSTALL DIELECTRIC COUPLING AND NIPPLE FITTINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS IN ANY WATER PIPING. 5. NEW SHOWER RECEPTORS AND LINER MUST BE CONSTRUCTED IN CONFORMANCE WITH FBC-RESIDENTAIL SECTION P2709. TESTING AND CLEANING WHEN REQUESTED BY LOCAL BUILDING INSPECTOR, OR IF REQUIRED BY CODE, PLUMBING CONTRACTOR SHALL TEST AND CLEAN ALL MODIFIED PLUMBING AS FOLLOWS: 1. All NEW WATER SUPPLY PIPING SHALL BE WATER TESTED TO PRESSURES OF AT LE AST 1.5 TIMES THE STATIC WORKING PRESSURE OF THE BUILDING SUPPLY WATER PRESSURE FOR 30 MINUTES, AFTER INSTALLATION AND THEN STERILIZED. 2. DRAIN, WASTE AND VENT PIPE SHALL BE WATER OR AIR TESTED, IN ACCORDANCE WITH FBC-RESIDENTAIL, SECTION P2503, AFTER ROUGH AND FINISHED PLUMBING INSTALLATIONS. 3. NEW SHOWER LINER MUST BE TESTED IN ACCORDANCE WITH FBC-RESIDENTAIL, SECTION P2503.6, HVAC CONSTRUCTION NOTES GENERAL HVAC NOTES: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE 2017 FLORIDA CODES, MECHANICAL & ENERGY CONSERVATION CODES, APPLICABLE INDUSTRY STANDRRDS LISTED THEREIN AND AS NOTED HERIN -BELOW, AND ANY OTHER GOVERNING LOCAL REGULATIONS AND ORDINANCES, 2. THE LAYOUT FOR THE WHOLE HOUSE A/C SUPPLY AIR DUCT, AS DELINEATED ON THESE PLANS, ARE ESSENTIALLY DIAGRAMMATIC IN NATURE, ADDITIONAL OFFSETS, BENDS, TRANSITIONS, ETC., MAY BE REQUIRED TO PROVIDE A COMPLETE SYSTEM. THE MECHANICAL CONTRACTOR SHALL VERIFY SPACE CONDITIONS PRIOR TO FABRICATION/INSTALLATION ON ANY DUCTWORK. MECHANICAL CONTRACTOR NOTES: 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL HVAC EQUIPMENT, COMPONENTS CONTROLS LABOR MATERIALS AND TOOLS, TO FURNI SH AND INSTALL A COMPLETE AND FULLY OPERABLE AIR CONDITION SYSTEM. 2. THE NEW/PROPOSED HVAC SYSTEM SHALL BE DESIGNED BY HVAC CONCTRACTOR A) SIZE AND REQUIREMENTS OF HVAC SYSTEM PER MANUAL J. 3. MECHANICAL CONTRACTOR MUST SUBMIT ONE HARD COPY OF ALL EQUIPMENT AND PRODUCT SPECIFICATIONS, AND ENERGY EFFICIENCY CALCULATIONS, CONSISTENT WITH F.A.C. 61G15-34.003(2), TO THE ENGINEER OF RECORD FOR REVIEW, BEFORE INSTALLATION OF THE HVAC SYSTEM AND COMPONENTS. 4. MECHANICAL CONTRACTOR MUST COORDINATE LOCATIONS OF ALL HVAC EQUIPMENT AND WORK WITH OTHER BUILDING TRADES TO AVOID ANY INTERFERENCE BETWEEN HVAC WORK AND WORK OF OTHER TRADES. 5, MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ELECTRICAL CHARACTERISTICS OF THE HVAC EQUIPMENT WTH THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO INSTALL DISCONNECT SWITCHES WIRING AN D CONNECTIONS ON THE AIR CONDITIONING SYSTEM, AS REQUIRED. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY ALL HVAC CONTROLS. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ACCA MANUAL J HEATING AND COOLING LOAD CALCULATIONS TO VERIFY REQUIRED CAPACITY OF THE PROPOSED HVAC SYSTEM AND PREPARE ACCA MANUAL D DUCT SIZING CALCULATIONS TO VERIFY ALL AIR SUPPLY DUCT SIZE TO EACH AREA AS DELINEATED ON THESE PLANS. 7. ENERGY EFFICIENCY PERFORMANCE CALCULATIONS PURSUANT TO THE 2017 FBC-E NERGY CONSERVATION CODE, SECTION 405, SHOULD BE PREPARED BY THE MECHANICAL CONTRACTOR, OR OTHER QUALIFIED INDIVIDUAL, WHEN REQUIRED BY THE BUILDING DEPARTMENT, HVAC DUCT WORK: 1. ALL SUPPLY AIR REGISTERS AND GRILLS SHALL CONSIST OF ALUMINUM CONSTRUCTION ESP WHITE, PROVIDE 3-WAY VOLUME CONTROL VANES ON ALL SUPPLY AIR REGISTERS. 2. FIBROUS GLASS DUCT AND DISTRIBUTION BOXES SHALL BE CONSTRUCTED OF RIGID GLASS -FIBER BOARDS WITH EDGE TREATMENT, FACTORY MOLDED AND FACED ON ONE SIDE WITH FIRE RETARDING, REINFORCED, FOIL-SCRIM-KRAFT BARRIER. THE INSIDE OF THE DUCT SHALL BE COATED WITH A SMOOTH ACRYLIC COATING EQUAL TO OWENS CORNING "ENDURACOAT". THE BOARD SHALL BE UL LISTED AND LABELED AS COMPLYING WTH UL 181 CLASS 1. THE FLEXURAL RIGIDITY (E) SHALL BE 475, STANDARD DUTY, 1 1/2" (R-6) FOR USE IN UNCONDITIONED SPACE. INSTALL AND SEAL DUCTS AND FITTINGS IN ACCORDANCE THE 2017 FBC-MECHANICAL. 3. FLEXIBLE AIR DUCT SHALL BE LISTED AND LABELED FOR COMPLIANCE WITH UL 181, CLASS 1, FACTORY FABRICATED, INSULATED, ROUND DUCT, WITH A POLYETHYLENE FILM OUTER JACKET ENCLOSING GLASS FIBER INSULATION (R-VALUE TO MATCH ENERGY CODE REQUIREMENTS) AROUND A CONTINUOUS POLYETHYLENE INNER LINER. THE INNER LINER SHALL HAVE AN ENCAPSULATED STEEL WIRE HEUX. FLEXIBLE AIR DUCTS AND DUCT CONNECTORS SHALL BE INSTALLED AND SEALED IN ACCORDANCE WITH 2O17 FBC-MECHANICAL, OR SMACNA'S "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS". 4. ALL AC SUPPLY AIR DUCT SIZES SHOWN ON THESE PLANS ARE CLEAR INSIDE DUCT DIMENSIONS. 5. NEW RIGID DUCT BOARD DISTRIBUTION BOX SHALL BE INSTALLED TO SET ON 2X4 SUPPORT FRAMING ATTACHED ACROSS EXISTING ROOF TRUSSES AS DESIGNED BY THE MECHANICAL CONTRACTOR OR OTHERWISE APPROVED BY THE ENGINEER. 6. IT SHALL BE MANDATORY THAT DUCT TIGHTNESS FOR ALL AC AIR SUPPLY DUCT, AND SUPPLY AIR REGISTERS, BE VERIFIED BY TESTING TO ASHRAE STANDARD 152, NOT TO EXCEED AIR LEAKAGE RATING, On =0.03, AS PRESCRIBED BY FBC-ENERGY CONSERVATION CODE. EFFICIENCY OF THE WHOLE HOUSE HVAC SYSTEM MUST BE PRESERVED TO MEET ORIGINAL EQUIPMENT EFFICIENCY. 7. FOLLOWING COMPLETION OF THE HVAC DUCT WORK, MECHANICAL CONTRACTOR SHALL BALANCE ALL AIR SUPPLY AND RETURN AIR DUCT SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES INDICATED ON THE. PERMITTED HVAC PLAN. SUBMIT FINAL TEST AND BALANCE REPORT TO GENERAL CONTRACTOR AND HOMEOWNER FOR ACCEPTANCE. MISCELLANEOUS HVAC COMPONENTS: 1. CONDENSATE DRAIN LINE SHALL BE A MINIMUM OF 1" DIA. PVC, PROVIDED WITH SAFETY PROTECTION OVERFLOW SWITCH AND PIPE TRAP, INSTALLED THROUGH UNDERGROUND PVC PIPE SLEEVE AND TERMINATE 6" ABOVE GRADE AT OUTSIDE OF HOUSE, UNLESS OTHERWISE APPROVED IN ADVANCE BY THE HOMEOWNER. 2. THE A/C CONDENSING UNIT SUCTION LINE SHALL BE INSULATED WITH %4" ARMAFLEX #22 AND THE CONDENSATE RETURN LINE SHALL BE INSULATED WITH )t" ARMAFLEX #22, OR BETTER. 3. UNLESS OTHERWISE NOTED IN THESE PLANS, OR APPROVED BY THE HOMEOWNER, ALL VENTILATION DUCTWORK (CLOTHES DRYER, BATHROOM EXHAUST FANS, AND RANGE HOOD) SHALL BE GALVANIZED SHEET METAL, INSTALLED IN ACCORDANCE WTH THE LATEST EDITION "SMACNA" LOW VELOCITY DUCT CONSTRUCTION STANDARDS. 4. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT, INSTALLED AT LOCATION INDICATED ON THESE PLANS, UNLESS OTHERWISE APPROVED BY HOMEOWNER/GENERAL CONTRACTOR. DRA IrINO SERVICES JOAN JAPPE. LLC PHONE: (772) 237-7"2 o 0 cC n u W W Q q U WWq 0 z� y Fi q q 0 z H V{ z 0 00 U 0 u d z ~ A „W U 0 U m xU W Aulul wx0 Az l z ��N 0 0 0 H [-+ w 0 0 U 04 L�L v/ z 0 U u. rn 0 (14 Z � � a N 0) U M N z Z LLI�� w '^ co CD ww00 0 •LL JJN U)u~)N u c ov !n a a Lu w x Ln N r e Y /)! Date: SCALE: N.T.S. JOB No: 518-0319 T2