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HomeMy WebLinkAboutBUILING SITE PLANS67'-8" PRECAST CONCRETE LINTEL SCHEDULE: 30'-10"° 25'-6" 11'-4" 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: 9'-6" 8'-0" E O MASONRY WALL LINTEL SCHEDULE 25SH IMPACT L-11 25SH IMPACT L-11 SAFE APPLIED SAFE APPLIED LINTEL LINTEL LINTEL COMPOSITE k* MISC NOTES: ■ ■ ■ ■ ■ ■ • • 24'-2" GRAVITY GRAVITY UPLIFT UPLIFT DESIGNATION LENGTH TYPE LOAD LOAD LOAD LOAD BEAM • IMPACT WINDOWS AND DOORS. `I L-1 7'-6" 90" U-LINTELS 2661 384 1634 190 8F16-18/1T • USE RADIANT BARRIER SOLAR PLY WHERE NOTED. m pa • GAS APPLIANCES AND EQUIPMENT: STOVE, THANKLESS °- •� J • L-2 T-s" 90" U-LINTELS 2661 495 1634 222 8F16-18/1T L-3 5'-1O" 70" U-LINTELS 4360 149 2093 73 8F16-1B/1T WATER HEATER, DRYER, POOL HEATER, GRILL. v W o MEDIA ROOM L-4 17'-4" 208" PRESTRESSED 950 149 464 73 8F16-1B/1T - 1 � 5'-4"CL.,G/CARPET _ L-5 9 -4" 112" PRESTRESSED 1843 711 1133 - 473 81`16-18/1T ■ L-6 4'-6" 54" U-LINTELS 6113 194 2724 93 8F16-18/1T ■ to 9 -1" 11'-4" L-7 4'-6" 54" U-LINTELS 611.3 194 2724 93 81`16-18/1T L-8 4'-6" 54" U-LINTELS 6113 506 2724 252 8F16-1B/1T co �., N ■ L-9 4'-6'" 54" U-LINTELS 6113 509 2724 253 8F16-1B/1T j ENERGY CONSERVATION NOTES `I c L-10 4'-6" 54 U-LINTELS 6113 194 2724 93 SF16-1B/1T 2880 2880 ■ 1. RESIDENCE SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. ° L-11 4'-6" 54" U-LINTELS 6113 194 2724 93 8F16-1B/1T 2. CEILINGS WITH ATTC SPACES SHALL BE INSULATED WITH R-30 INSULATION, a Um ■ BATH #3 Q 3. ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO Uwn. ¢ 9'-4"CLG/TILES L-12 4'-6°' 54"U-LINTELS 4375 935 1940 574 8F12-1B/1T L-13 7'-6" 90" U-LINTELS 1729 505 1021 241 8F12-1B/1T UNCONDITIONED SPACES BE WEATHER STRIPPED AND INSULATED TO A ■ � LEVEL EQUIVALENT TO T 11SULATION ON THE SURROUNDING SURFACES, A J o 5'- 4 3'-5" � WOOD FRAMED OR EQUIVA T BAFFLE OR RETAINER IS REQUIRED TO BE h - a:cBEDROOM #4 wU L-14 7'-6" 90" U-LINTELS 8467 506 3039 242 8F28-1B/1T ° u� PROVIDED WHEN LOOSE FILL INSTALLED, TO PREVENT LOOSE FILL FROM i M 0 < ■ I 9'-4"CLG/CARPET x0 L-15 5'-4'° 64" U-LINTELS 5365 567 2290 341 8F16-1B/1T I SPILLING INTO THE LIVING SP s~ x o r �s `O n 4. THE BUILDING THERMAL EEVEL SHALL BE CONSTRUCTED TO LIMIT AIR i 71 1 � L-15 7'-6" 90" U-LINTELS 1729 557 1021 307 8F12-1B/1T LEAKAGE IN ACCORDANCE WITH To REQUIREMENTS R402.4.1 THROUGH a (n " "� � L-17 7'-6" 90" U-LINTELS 1729 1375 1021 912 8F12-1B/1T - 5. R402.4.4. THE BUILDING SHALL BE TESTED FOOAIR LEAKAGE IN ACCORDANCE WITH - i- _ ■ —_ —_ —_ L-18 4'-6" 54" U-LINTELS 6113 194 2724 93 8F16-16/1T G 12'-10" 6`-1" 5"-3" L-19 4'-6" 54" U-LINTELS 6113 194 2724 93 8F16-1B/1T R402.4.1.2. vi 6. WINDOWS, SKYLIGHTS, AND SLIDING GL DOORS SHALL HAVE AN AIR ° L-20 3'-6" 42" U-LINTELS 6113 374 3547 182 8F16-1B/1T INFILTRATION RATE OF NO MORE THAN CFM PER SQUARE FT, AND 506oDBlt 8 SWINGING DOORS NO MORE THAN 0.5 C ER SQUARE FT AND MUST BE I ° -------------- r j L-21 19'-2" 230" PRESTRESSED 1515 149 646 73 8F28-1B/1T TESTED, LISTED AND LABELED IN ACCORD NOE WITH R402.4.3. m -- ca --- m L-22 17'-3" 207" PRESTRESSED 548 206 255 135 8F12-1B/1T 7. D ) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPLISPLAY A IS. ° 5080UBL BF L-23 14'-3" 171" PRESTRESSED 783 164 - 323 135 8F12-1B/1T CARD ACCORDANCE WITH FBC 014 ENERGY CONSERVATION a J ■ F L-24 9'-0" 108" U-LINTELS 1245 194 680 93 8F12-1B/1T FAMILY ROOM d NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN PROVIDE CORNER BARS IN LINTEL o a 10°-4°°CLG/TILE ■ CID III) NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS AT ALL REINFORCING STEEL DIRECTION CHANGE. SIZE AND cnv 1 t �� NOTE: LOCATIONS TO MATCH LINTEL c BEDROOM #3 d wU 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL. REINFORCING. 9'-4"CLG/CARPET x 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 1 N ; LO ■ a 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. o ° 10-6 " 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW OUT BOTTOMS OF LINTEL 8°-2°° 12'-2 MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL 0 EACH SIDE OF OPENING, N 3'-9' 2'-35'-4" L-23 L-22 s °D 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARI''VG ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. -� -- PRE -CAST j I VTFL PRE -CAST LINTEL _ _ � 1 _ " REINFORCED PRECA LINTELS SHALL BE MANUFA 6. PRECAST '"U" CTUREF, WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF `' x ! VERTICAL REINFORCING AND GROUT FILLING CELLSBELOW. tr, -o ~ k - 4'-6" 8'-0°' I I I ■ w 7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF m 26ao ca a, PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE .3:/4" CLEARANCE OFF BOTTOM. m �I COVERED PATIO = CE3 BA H 2 . ° ' " LG/GONG. iv m c� 9 4 C l ` L-15 r 9° GLG/TILE �r?5 REBAR CONTINUOUS o o mom.^ N I \�4p /\ • • r- ALONG TOP OF WALL <.. 1_1/2„ CLEAR xl o I N o < i ° �c i > o.w ° ° i ® cv ■ F = FILLED WITH GROUT / U" = UNFILLED 8" BOND BEAM BLOCK ° v 608OSGD EGR`ESS !D L DO16 608C1',SGD i = IMP CT L-17 � IMP I i QUANTITY OF ii5 REBAR AT Q 4 (RINKER/CEMIX #T81 OR EQ.) BOTTOM OF LI TEl CAV.1Y F F GROUT SOLID ■ ■ ■ ■ _ ■ I o m a to z (3000 psi) // ` F1 6-1 B 1T top to 1 8'-t1V4" KITCHEN Q / Z :. #5 REBAR AT BOTTOM I c1 a 15°-4'° 10'-4"CLG /TILE I UP TRUSS) N �I� 1 -QUANTITY OF #5 0 3/4" CLEAR OFF REBAR AT TOP • LINTEL CAVITY (STEP II— i ■ N NOMINAL HEIGHT DINING ROOM sF Li 7-5 8" NOMINAL WIDTH 8" PRECAST LENTIL Lin ■ r BEDROOMJ2 wU ACT AL B" NOMINAL wI TH Q� (STEP l'tttt STEP UP TRUSS) & 9'-4"CLG/CARPET N vj:E J 6'-5" 5'-3" 7'-0" I 8F16-1 E(1 T MASTER BEDROOM SoeDDgL� F LEGEND o ■ io 9'-4" CLG/CARPET - -- I � 1 U = I cv L - J ■ ■ ■ 9'-4"H x 8" CMU MASONRY WALL Q� �I LNDRY-- °n AHU 508ODSL BF- ■ ■ ■ ■ ■ r < a ■ o '-4"CLG/TILE / _____________ ___ i 10'-4 H x 8 CMU MASONRY WALL CL 2eo2 / I 04 12'-0"H x 8" CMU MASONRY WALL 2 I _ �H'EADE'�BOVE 080DBLBLO 6'-5„3°-5" 8" 2'-2" 7'-6" 11'-4" � '-4" 4' -0" 7'-8"' ■ _0 INTERIOR 2x4 STUD BEARING PARTITION WALL 14- lid5' 2aea r DEN 19'-0" 11'-0" " 10 -4 CLG/CARPET R-11 INSULATION r----------- o FLYER - O DESIGN TRUSS R Fn arnc STORAGE -1 `� ■ i x F v t2' 0"CLG W.IC. n W.I.C. r 22" x 54" ATTIC ACCESS I ■ INTERIOR 2x4 STUD NON -BEARING PARTITION WALL �- o Q--------------U� I I it w/PULL DOWN L-STAIRS— J PRE -CAST CONCRETE LINTEL DESIGNATION (SEE SHEET-A3) Ec8(SC DBL EGRESS C9 .t Cj� ■ 2880 KT ■] - 2 26SH IMPACT ■ 3—CAR GARAGE N I VTR SOIL PIPE VENT THROUGH ROOF C QE o N ■ x H ENTRY e °LO ® 9 -B"CLG/GONG. ■ �v -5 6°-4'° 5 - " a 12 -0 CLG/CONC. o \ / WINDOW MARK ALL IMPACT 4863 SLD ( ) =o 0 o c $ a (48"W x 63"H SLIDER WINDOW/UNLESS NOTED OTHERWISE) ■ 41 ° \ i- ■ PRE -CAST LINTEL ■ \ / \\ // H 35SH WINDOW MARK (ALL IMPACT) ® L-21 \ / (SEE MANUFACTURER'S SPECS FOR DETAILS) co o N0 MASTER BATH \\ // \\ % ■ 308p DOOR"MARK (ALL IMPACT) c m o 9 ■ 9'-4 CLG/TILE -I \\ \ / (3 O W x 8'-0"H OPENING) NOMINAL U sr ■ ■ // \\ \ / �S I ® ! _00\ // / \ / WINDOW OPENING I.D. (SEE PRODUCT APPROVAL TABLE; SHEET-C2) '� S a�i N \ / \\ ■■■ ■ ■ 0 ■ ■ ■ ■ ■ ■ // 8080 OHGD L-5 AREA TA ULATIO►N w C 24SH TEMP IMPACT ■ ■ ■ ■ ■ `� 9 1 t' OE ---... — A/C AREA: 2445 SQ. FT. 16080 OHGD L-a GARAGE: 662 SQ. FT. �a 9°-3" �' 3„ 3,_6" — — 9,_2" _ „ .2'- 0" 16"_®,. Al 2._p„ '-B" 8'-0" _B" ENTRY PORCH: 89 SQ, FT. a� > 18'-6" 17'-10" 20'-0" 11'-4" COVERED PATIO: 248 SQ. FT. o o GROSS BLDG. AREA: 3444 SQ, FT. DPLII INO SERVICES 10A 1 'TTC P 0; <772) 237-7942 wrvw.a'xansuw oaaavx.u�nvao.wm a o c m A Q 0 z Vl A A z U z Z v/ It !� 0 p,.� ICI FF w US j.L{ UUrq { rq0 1 � w h+-I 00 N0 0MM F+1 0 1 v �Z m V7 UJn Z Lj �^ ccLL' g U to 0 J Jw NLL Z Z N Cd r` " Z �Nn W a Z �0 Ln °' Ln SCANNED BY St. Lucie County l� _0g16 Date: SCALE: 1/4" = 1'-O" JOB No: 516-0614 A3 NEW RESIDENTIAL CONSTRUCTION PLANS BROOKVILLE HOMES, INC. MR. & MRS. STURGELL 2506 TAMARIND DR FORT PIERCE, FL 34949 ST LUCIE COUNTY BUILDING DEPARTMENT FORT PIERCE SHORES -UNIT 3 -BLOCK 8 LOT 3 DRAWING INDEXE C - COVER SHEET C2 - GENERAL NOTES & PRODUCT APPROVAL DATA Al -FOUNDATION PLAN A2 - FOUNDATION NOTES & RISER DIAGRAMS A3 - FLOOR PLAN A4 - EXTERIOR ELEVATIONS A4B - EXTERIOR ELEVATIONS A5 - A6 - A7 - A8 - El - Ml - Tl - T2 - CONSTRUCTION DETAILS CONSTRUCTION DETAILS 11 BUILDING SECTIONS AND DETAILS ROOF FRAMING PLAN & NOTES ELECTRICAL PLAN ALL A SHOWING ACTOPiMANUFIZMRES CO U FACTOg6 AND SHpC COMPLUWCE WITH FpC ENERGY CODE MUST MECHANICAL PLAN REMAIN ONALL DOORS IONSARNDWINDOWS UNTIL INSPECTIONS ARE APPROVED ST. LUCTI COLiNTY AUIT,TITNO DMSIO' REVIEWED FO AEVIEWED DATE d __ K.1 - P�LppAyN/1�A�I1�`� `-PT ON JOB THESE PLANS AND ALL PROPOSED W%X ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYFIBLD INONCTORBTHAT `_' MAY BB NE00I8ARY IN ORDIrR TO COMPLy011;4"OPLIGAOLE C¢DlS, CONCEALED FASTENERS OR ATTACHMENT~ ARE THE RESPONSIEILp OF THE "nNTRACTOR OF RECORD CONSTRUCTION MATERIAL SPECIFICATIONS CONSTRUCTION MATERIAL SPECIFICATIONS 11 DRAFPINO SERVICES PHONE: (102) 239-9942 � � a o N u z A u 0 z� �Q a A z U z wwa� w x o ]A w w�AFa �oH ENO p�4 U0 0 x 0 lJ _Z �L-u'0 U � M LL Vl ULn W Ll a o U w totJ J Q N NZ ~ N U Q Z a-, U) tj W Z a 4.,0*44 � MASKo i P��NSE' 6 W a m �OF z • 5•(P� =C9 QF•; Fl SCALE: N.T.S. JOB No: 516-0614 .,.�'a�� ko k'h BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA r1PFNINr grNFn111 F• FXTFRIOR SWING DOORS. OVERHEAD DOORS. SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS OPENING QUANTITY 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 DAB DOOR N/A Ns" X 1-%" MIN. EMBED. LAG SCREWS +56.0 +29.8 FL#15371.3 Al 1 GARAGE DOOR 824/ 811 COMPANY, INC. (ONE PER BRACKET) -64.0 -34.6 OVERHEAD DAB DOOR N/A s" X 1-%" MIN. EMBED. LAG SCREWS +50.0 +33.4 FL#15371.7 ® 1 GARAGE DOOR 824 COMPANY, INC. (ONE PER BRACKET) -60.0 -41.8 THERMA-TRU N/A Y4" X 1-Y4' MIN. EMBED. TAPCONS +/-67.0 . FL#5891.5 PATIO DOOR O 2 3'-0" x 8'-0" SMOOTH STAR -46-46.5 SINGLE DOOR AT 6"/14 O.C. Y4" X 1-Y4" MIN. EMBED. TAPCONS +/-50.0 . FL#7630.4 FRONT ENTRANCE �C 1 6'-0" x 8'-0" SMOOTH STAR THERMA-TRU N/A -43 43.5 DOUBLE DOORS AT 6°'/14 O.C. I Ya' X 1-Y4" MIN. EMBED. TAPCONS n 2 PATIO DOOR ALUMINUM FRAMED SERIES 5570 rGT IMPACT NCHORS 9' A HEAD/SILL: C3+1 (3 CLUSTERED AT PANEL MEETING POINT & 10 MIDSPAN) +/-60.0 +34.3 +34 5 FL#251.12 a 2 PANEL SLIDING GLASS DOOR JAMB: I 8 . VINYL STORM BREAKER Na" X 1-YV MIN. EMBED. TAPCONS AT 6"/14" O.C. +60.0 +35.1 FL#16379.1 16 DOUBLE HUNG PLUS SIW-NTON IMPACT -70 0 -45 0 WINDOW 300VL 3" FROM BOTTOM EACH SIDE i i PRODUCT DESCRIPTION MODEL NUMBER MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING & EMBEDMENT PRODUCT DESIGN PRESSURES (PSF) BUILDING DESIGN PRESSURES (PSF) PRODUCT APPROVAL NO. SHINGLES ROOF HERITAGE 30 TAMKO ROOFING NAILS PER FRC 905.2 6 PER SHINGLE ASTM D 3161 CLASS F VASO: 132 MPH FL#1956.4 STORM BREAKER PLUS 30OW SIMONTON Y4 X 1-%" MIN. EMBED. ELCO ULTRACONS (2) PER PLATE +/ -50.0 +35.1 -45.0 FLrru.1o�3 .l MULLIONS N/A HURRICANE SHUTTERS SOFFIT COVERING STU L::' STUCCO 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 WITH #8(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV. ASTM A307 STEEL} SPACED 5" Q.C. MAX (2 SCREWS PER EA. SQ. FT. OF LATH). 5/8" THICK MIN. CEMENT STUCCO MIXED AND oNOT �"' LICABLE +43.3 -58.0 NOT APPLICABLE (FBC-R616.4 & R703.1.1) APPLIED IN CONFORMANCE WITH ASTM C926, PESO CN v�V, Co oN V 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: < C "F � 'e, Project Address: 2 s'is sii: t ,' 5 Permit#: Occupancy Type ZR0 Construction Type V 4 INSTRUCTIONS FOR USE: This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or muki-family) o Residential Addition a 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 # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida a ss N ',._ Code Fifth Edition with 20 i `_Supplements using ASC£ 7-10 2. Structure Designed as (check one): '+ Enclosed _Partially Enclosed _Open 3. Risk Category: _I 11 111 IV Exposure Category: � -,,,B ,, "C D 4, Design Wind Velocity L '7 4�, mph =/ ASD _LRFD End Zone Width: S. Mean Roof Height S ft Roof Pitch: -fir :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on !Dsgft @ ITNIM clearly label on all plan operings): w) Zone i:Zone 2: , zone 3: }a Kr.:t.Zone4; s ".ti. r Zone 5+,.w`v,:. ;Garage: 7. Design Loads: Floor: PSF Roof/Dead: [_PSF Roof/Llve:r�Z� Balcony: PSF Dock; PSF Deck: PSF Stairs: PSF Fence: PSF Railings; PSF B, Were Shear Walls Considered For Structure? Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? ;_Yes ____Not Applicable Explain Why Not: 10. Design Soil Maring Pressure: , ? 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. I a i f'that s' d` Ural elements depicted on these plans provide adequate resistance to the design force'kO AS \\NSE Print Name Cart # & Co Cart Auth. vc�6 ;✓Ma n DaTg E4nd Se* . {[j ibr :. 4' Company Name & Address i ,• , Levis 11! (! I i 111�Y� ` DRAIMNG SERVICES SOA IAF . UL P ONH: (772) 237-7942 www.a�as,.mmacowsmnnwrrwo.crn., H � C ye1+ R ti �i Fi b pi n❑$j1 A Q�a'j. � A ,sl o z a A 0 z 0 A w A z �LL C-' A FBI 0 U �z wad A W � w � W C✓ a W 0 O O z xm I� W z �W V` U C) 1 Z o - co u r zn v V_ (n VI V LLn Z ¢ 'n W a w o Ln O J J ' NLL Z~N as ¢z^ Z �u� u L� UJ Z a / ut 00 ut OASK \ `car ,• ca g6 oG w / IK F w :z is FL0F:\' Dat ... - SCALE: N.T.S. JOB No: 516-0614 C2,111)f I! i r\ I \ I N. \ \\ y/ I —i-iia••m \ / VRC �VRC 0 VRC�..m W r\ I \ .aTm DRAIN AND VENT RISER DIAGRAM GENERAL FOUNDATION NOTES. — 1. THE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT (MINIMUM). 2. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THE HOMEOWNER/BUILDER SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER OF RECORD PRIOR TO PLACEMENT CONCRETE FLOOR SLAB AND FOUNDATION FOOTINGS. 3. HOMEOWNER/CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IF SOILS ARE QUESTIONABLE TO WITHIN 10'-0" OF DEPTH BELOW FINISH FLOOR SLAB ELEVATION. 4. SATISFACTORY COMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOIL BEARING CAPACITY ARE ADEQUATE. SEE SHEET T-1 FOR SUBGRADE PREPARATION AND COMPACTION REQUIRMENTS. 5. HORIZONTAL FOUNDATION STEEL BARS SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS WITH 30" MIN. LAP SPLICE (TYPICAL). GENERAL MASONRY NOTES: 1, WHERE SHOWN E ON FOUNDATION PLAN, CONCRETE BLOCK TO BE FILLED SOLID WITH GROUT f'c=3000psi MINIMUM AND 1 #5 VERTICAL BAR, UNLESS OTHERWISE NOTED ON PLAN OR DETAILS, 2. MASONRY BLOCK INSPECTION HOLES SHALL BE PROVIDED BY "G" BLOCK (CEMEX/RINKER TYPE T40 OR SIMILAR) OR SAW CUTTING. BUSTING BLOCK WITH HAMMER WILL NOT BE ALLOWED. 3. A 1/2" DIA WEDGE ANCHOR SET WITH MIN. EMBEDMENT OF 6", MAY BE USED IN LIEU OF 1/2" DIA. J—BOLTS. HOWEVER, WEDGE ANCHORS MUST NOT BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED THREADED STEEL ROD AND EPDXY ANCHORING SYSTEM AT CONCRETE EDGES. 4. IN THE EVENT STEEL REBAR HAS BEEN INADVERTENTLY OMITTED FROM FILLED CELLS LOCATIONS, DOWEL STEEL BAR MIN. 5" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2—PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI HIT RE 500 OR SIMPSON EPDXY —TIE. GENERAL PLUMBING NOTES: 1. MATERIALS AND INSTALLATION OF PLUMBING PIPING FOR SANITARY DRAINS, VENTS, AND WATER DISTRIBUTION SHALL CONFORM TO REQUIREMENTS OF THE 2014 FBC-RESIDENTIAL CODES, WITH MATERIALS AS SPECIFIED ON SHEET T2, AND AS NOTED AND SHOWN ON THESE PLANS. 2. PROVIDE HOT WATER SUPPLY PIPING TO NEW PLUMBING FIXTURES THROUGH INTERIOR PARTITION WALLS WITH 1/2" DIAMETER PIPING WITH 1/2" DIAMETER FULL -PORT SHUT OFF BALL VALVE. 3. PROVIDE )�" DIAMETER COLD WATER SUPPLY LINES TO SINKS, SHOWER AND TUBS AND %" DIAMETER COLD WATER LINE TO NEW WATER CLOSETS, 4. PROVIDE COLD WATER HAMMER ARRESTORS AT DEAD END SINK LOCATIONS WHEN REQUIRED. 5. ALL HOT AND COLD WATER PIPE INSTALLED ABOVE CEILING MUST BE INSULATED AND WRAPPED. ING SEWER SANITARY STATION SCALE: NTS PLUMBING NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2014-PLUMBING. 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L, COPPER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGHTS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION. GAS NOTES, 1. ALL GAS INSTALLATIONS TO COMPLY WITH FLORIDA BUILDING CODE FUEL GAS 2014 2. PROVIDE GAS CONNECTIONS FOR STOVE, TANKLESS HEATER, DRYER, POOL HEATER, GRILL (VERIFY ALL EQUIPMENT REQUIREMENTS PRIOR TO INSTALLATION). 3. PROVIDE SEPARATE PERMIT FOR UNDER GROUND TANK INSTALLATIONS. 4. CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 5. ALL PIPING SHALL BE SCHEDULE 40 METALLIC PIPE. 1 1/4" 3/4" POOL HEATER 260,000 BTUH 11/4" GRILL 3/4" 40,000 BTUH 3/4" 11/2" RANGE/OVE DRYER 35,000 BTUH GATE TANKLESS W.H. VALVE 285,000 BTUH (TYPICAL) 2" T10 AS METER PIPE SIZE BASED OFF SCHEDULE 40 METALLIC PIPE @ LESS THAN 2 PSI INLET PRESSURE, 0.5 IN. W.C. PRESSURE DROP - VERIFY ALL APPLIANCE BTUH & PRESSURE REQUIREMENTS PRIOR TO PIPE INSTALLATION GAS PIPING RISER DIAGRAM 0.5 IN WC PRESSURE DROP/0.60 SPECIFIC GRAV. SCALE: NTS DRAFTING SERVICES JOAN JAPPE, LLC PHONE: C992I 239-9942 a C F ti h � � A LO Q z u 3 uW z a Q 0 U 0 zi m H A F-I F d Q 0 z V/ ry�I, � U Az vl W U`Ac� <U Cl W QNa zo o p � A z O 0 1 lJ Z ,o — ~w � rn VI In v V ,r Lu N U � n Z ^ w W a � wU00 J J Q N Ncd Z ~ N cd U Q n Z cy, cn it Q zo 0 0 Cn SK O• , W w 1 Z ' g'CP��O FLO.\" ijX�FFssf '" zorc Daid!!lII SCALE: N.T.S. JOB No: 516-0614 A,r DRAFTING SERVICES JOAN SAPPP., LLC PHON V, (772) 237-9942 � I�II h W 0 I M� M y1 n Q d A A 0 a O A 1N 0 W a F p a o U z z� w w�clt CG A M W w W O A�"a O � E~ �0 1 0 0 0 lJ VI vD V C u Z a I^ Z W a W cr U LL F .., - V) O dEam z� z u Z x�- V w zd �0 MpSKOC •v ;w 1 SCALE: 1/4" = 1'-0" JOB No: .516-0614 Ila t"3 �jvji 6 Rtl.t1'. _u NUV 04 2016 1Z9 aq- r-01°1 10 EXTERIOR OPENING DESIGN PRESSURE CHART 170 MPH EXP: C MARK 0 AREA I ZONE 4 E *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 33.4 -37.8 12 130 29.8 -33.0 29.8 -34.6 * MEASURED AS 4'-0" FROM BUILDING CORNER 0'-0" F.F.E. CRICKET (TY'•) � 18'-4" LONG RIDGE VENT I Li mi"w, ASPHALT SHINGLES OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES 12 �6 -.--_-.._FRONT ELEVATION SCALE: 1/4" = 1•-0" REAR ELEVATION SCALE: 1/4" = 1'-0" 12 �6 12'-0' rk i 8'-0" T.O. V 16'• O.H. TYP. 10 00 0'-0" F i i2_IIII - DRAFTING SERVICES LOAN JARPB. LLC PHONE: (772) 237-7942 ww�v.'rxs�ssvaecon.'mawrrrrva.com � a v o 04; �i iL In y P1 A Q A z 0 A H E z Ouz ru^^ W11 x � w ug PHa � H ¢°a NQ w W� O 1l W O V � �Z (o VI cn ct V �^ U-jr Z in w 0- = cr Lu Lono O J J rj NL.L Z~N 06 aZ^ Z � can u u� W z o- 0 LI) / 00 Ln ASi 0. W A SS -" Date SCALE: JOB No: 516-0614 A4 EXTERIOR OPENING DESIGN PRESSURE CHART 170 MPH EXP:C MARK 0 1 AREA 10 I ZONE 4 E *ZONE 5 POSITIVE (PSF) 37.9 NEGATIVE (PSF) -41.1 POSITIVE (PSF) 37.9 NEGATIVE (PSF) -50.7 2 15 1 37,0 -4-0.2 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 33.4 -37.8 12 130 29.8 -33.0 29.8 1 . -34.6 * MEASURED AS 4'-0" FROM BUILDING CORNER ` w , LEFT ELEVATION (NORTH) SCALE: 1/4" = 1'-0" DRAFTING SERVICES LOAN JAFPE, LEC PHONE: (772) 237-7942 z "u H z 0 0z 0 z P4 5 V1 V) Z crL in LL' 0 u- Ix < z C4 uj n zc MAS/f, zo X40 -6 CoSCALE: V-0" JOB No: 516-0614 k RADIANT BARRIER (SOLAR PLY) R-30 FIBERGLASS BATT ---\ INSULATION W/ KRAFT PAPER )�" THICK CEILING RATED GYPSUM---' WALLBOARD SHEATHING (OTHERWISE NON -RATED V THICK GYPSUM WALL BOARD IS REQUIRED) Yz" GYPSUM WALLBOARD SHEATHING OVER 1"x2" (NOMINAL) P.T. FURRING STRIPS @ 24°' O.C. (MAX.) AND R4.1 FI-FOIL INSULATION WITH REFLECTIVE VAPOR BARRIER 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 @ 24 O.C. (SEE ROOF FRAMING PLAN SHEET -AB FOR ROOF 12 SHEATHING NAILING SCHEDULE) 76 (TYP) GALV. METAL TRUSS ANCHOR STRAP �\ (SEE SHEET-A8 FOR TRUSS CONNECTOR SCHEDULE) I I \ -1, 2Y2" ALUMINUM DRIP EDGE OVER ix3 P.T. NAILER G HEIGHT 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"x20" SCREEN VENTS @ 6" O.C. o DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR U > CONTINUOUS FL w w 8" CMU WALL CONSTRUCTION WITH TYPE "M" w MORTAR auj I " Y�" MIN. CEMENT STUCCO COATING o) o z EREBAR W°° it LONGHOOK(MIN,) GR UT DOSOLIDASETDOWELS AS INDICATED ON PLAN 30" MIN. LAP SPLICE (TYPICAL) cI / %4"x 8" WIDE BLOCK RECESS N F FINAL GRADE Ilrl�M Try- _Ills ��i! 12" MIN. EMBEDMENT BELOW EXISTING GRADE 3" MIN. :AR COVER 6» 16" (2) #5 CONTINUOUS REBAR (TYP. ). MIN PRE -CAST CONC. LINTEL SEE LINTEL SCHEDULE SIZE & REINFORCEMENT CENTERED 16" LONG 2x8 P.T. (SYP) BLOCKING FOR TORSION SPRING (AS REQUIRED) ------------------= II II------------------ II II II II II II uj > )t" DIA. WEDGE ANCHOR 3-Y2" EMBEDMENT w/2" 2x6x16'-O" P.T. (SYP) ATTACHED SQUARE WASHER w/ 74"0 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 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" w SQUARE WASHER (SEE BUCK DETAIL) GARAGE FLOOR SLAB � � II JILL C. II II II II II I� II II II II II I 4.. II II II � II II II II -� r II II II I I I x co � a L__ FOOTING PER FOUNDATION PLAN (2)#5 DOWEL WITH 30" OVERLAP - BEARING HEIGHT Ah SEE EXTERIOR ELEVATIONS GARAGE FLOOR SLAB TRUSS CONNECTOR PER SCHEDULE DBL 2x4 TOP PLATE "SIMPSON" MTS 30 w/(22)-1 WRAPPED OVER TOP PLATE WITH EQUAL LENGHTS EACH SIDE OF STUD EVERY STUD 2x4 WOOD STUD AT 16" O.C. STUCCO PER EXT. FRAME — WALL NOTES "SIMPSON" HETA20 w/ — (9)-10d x 1X" EACH STUD P.T. 2x4 BOTTOM PLATE — w/CUT NAILS 12" O.C. CBS WALL/BEAM PER WALL SECTION PRE-ENGINEERED WOOD ROOF TRUSS "SIMPSON" H2.5A TO TRUSS w/(5)-8d NAILS TO TRUSS AND TOP PLATE STUCCO PER EXT. FRAME WALL NOTES WEEP SCREED FLASH AND COUNTER FLASH 2x4 CRICKET FRAMING WITH (2)-16d TOE NAILED TO LEDGER LAP ON TRUSS w/(2)-16d PRE-ENGINEERED WOOD ROOF TRUSS 2X4 WOOD LEDGER w/ Y4"x 3" LAGS EACH STUD 2X4 WOOD STUDS @24" O.C. w/(2)-16d NAILS TO SIDE OF LOWER TRUSS TRUSS CONNECTOR PER SCHEDULE TYPICAL _EXTERIOR WALL and FOOTING SECTION V A A T - - A -- K ALL TAIL T PORCH SCALE: 1!2 - 1 -0 A5 - SCALE: 1/2"® 1'-O' EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRE LATH WITH 11 G.A. 2" A5 LONG TYVAKNAILS BUILD NWITH WRAP)HEAD OVER 1%20 ©XOVER YWOOD NTHLAYERS 10d NAIILSFELT OR STUDS @6" O.C. PERIMETER AND FIELD. 1, WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL FRAMING SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS: A) 3Y2" METAL STUD: 3 1/2" (18 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER) B) 3Ya" METAL TRACK: 3 1/2" (20 GA) COLD -FORMED STEEL STRUCTURAL T-SECTION PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) 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 $'4' 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 13%" HEX WASHER HEAD WOOD SCREWS (OR BETTER). 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP T SIMPSON HTSM16 COMMON PRE-ENGINEERED ROOF TRUSS (ONLY) (MISALIGNMENT OF GIRDER TRUSS CONNECTOR TO BE APPROVED BY ENGINEER) SHOP DRAWINGS APPROVED PRE -FABRICATED WOOD TRUSSES 024" O.C. INSULATION PER ENERGY CODE )e" GAP (U.O.N. SIMPSON STRONG -TIE ROOF TRUSS CLIP TYPE STC (1 CLIP 0 2x4S, 2 CLIPS 0 2x6S, 3 CLIPS 0 2X8S) (NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) STC CLIP RAT RUN 1x4 (MI / LAID FLAT @8'-0" O.C. W GYPSUM WALLBOARD SHEATING 2x4 CONT. TOP PLATE OR LIGHT GAUGE METAL T-TRACK WOOD STUDS LIGHT GAUGE METAL C-STUD 2x4S ® 16" O.C. FOR H=8' TO 10' 3 1/2" 0 24" O.C. FOR H=8' TO 10' FIRE BLOCKING 2x6S ® 24" O.C. FOR H=10' TO 14' 3 1/2" @ 16" O.C. FOR H=10' TO 14' (SEE NOTE #3) USE .145" DIA P.A.F. 016" O.C. TO CONCRETE WOOD BASE BOARD MOLDING WOOD STUD TO PLATE 2-16d NAILS 0 2x4S 3-16d NAILS 0 2x6S Y2" GYPSUM WALLBOARD SHEATING P.T. 2X SOLE PLATE OR LIGHT GAUGE METAL TRACK STUD (SEE NOTE #4) CONCRETE FLOOR SLAB PER PLAN NOTES: L SEE SHEET-T1 FOR WOOD STUD & METAL STUD CONSTRUCTION MATERIAL SPECIFICATIONS 2. INSTALL SIMPSON STRONG -TIE ROOF TRUSS CUP PER MFG.'S INSTRUCTIONS - SEE SHEET A8 FOR TRUSS CONNECTOR SCHEDULE. 3. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN (4) Y4" x 2-Y4" TITEN MASONRY SCREWS ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE SPACED EVENLY @ LEAST 1-Y2" FROM TOP, PLACED IN A CONTINUOUS ROW AT 8'-0" (+/-) ABOVE FINISHED FLOOR SLAB. AND INTO TOP CORD. (8) 10d X 3" NAILS 4. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL. TYPICAL INTERIOR PARTITION - - - - A5 ) (NON -BEARING WALL) SCALE: 1/2" = V-0" DRAFTING SERVICES joA JA . L wwPlIO aNE: ('I'l2)A91237-7 o3�-794.com r o o u P1 � A z A A WW a U 0 zu 0 A A z vl H U � z Emil W vl A V C) H OAS 0 x Nw� w 1 LIS0 O r�� V1 0 0 U 0 '� 1 lJ �Z — UP 00 0)V1 D V vi cn v " U Ll Z w � o L ¢ In �uio wUin 0 v L - J J � Z az^ of (A u L� W z a- �0 o v AS N /ems �°' 6 � uj ;w : ��O S F 2 P: (9 ,® FLOF%\O%��\�� Da Ii//II SCALE: AS NOTED JOB No: 516-0614 STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8"0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER) #5 REBAR W/ 90 DEGREE HOOK A OR (4)-#5 VERT. REINFORCING SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE- ENGINEERED WOOD TRUSSES ® 24" O.C. (MAX. SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. 12" PRECAST LINTEL WITH (2)—#5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL SCHEDULE FOR MORE INFORMATION) 12" X 12" CONCRETE BLOCK COLUMN WITH (4) —#5 BARS IN (3000 PSI) CONCRETE FILLED CELLS STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE FINISHED GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS 36„ 00 A. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 15/32" CDX PLYWOOD WITH 10D NAILS TO STUDS ® 6" O.C. PERIMETER AND FIELD. Him STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHII PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) SCALE: 2"=V-0" FILLED CELL AT JAMB BLOCK (TYP) ° Q °a ° 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE #6 ANCHOR lx4 P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY WITH 1-h" CASE HARDENED COIL NAILS 012" O.C. MAX.** ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS.** N OTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. ** FOR GLASS BLOCK WINDOW PROVIDE MINIMUM 2x4 P.T. WOOD BUCK WITH Y4"xlN' MIN, EMBED. TAPCONS AT 4" FROM CORNERS AND 8" O.C. ANCHORS FOR GLASS BLOCK WINDOW SHALL BE INTO THE BUCK AS PER MANUFACTURERS SPECIFICATIONS. 2 WINDOW HEADER AND JAMBSTYP. BUCK._ DETAIL - A NOTE: GLASS BLOCK BUCK SIMILAR SCALE: N.T.S. (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR' OPENING AS SHOWN —11 'NITU e 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ W x4" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED 08" O.C. 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 8' HIGH DOOR: (12) %i6" x 1-`36' LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MORTAR OR GROUT V DRYWALL No 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 8" C.M.U. a" FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST-CRETE (OR EQUAL) SCALE: N.T.S. STUCCO CEMENT FINISH WATERPROOFING NOTES: FILLED CELL AT JAMB BLOCK (TYP) 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO CMU WATER RESISTANT COATING SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT (SEE WATERPROOFING NOTE #1) COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE a APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE a ° - OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL a ° CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. ° lx3 P.T. WOOD FIRRING ALL (3) SIDES a a ° CONTINUOUS 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. WOOD TRIM 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 1 ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CORROSION RESISTANT FLASHING - �1x6 CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH PER WATERPROOFING NOTE #2 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO A LIQUID APPLIED WATER RESISTIVE COATING SEALANT. / APPLY PERIMETER SEALANT CAULK MASONRY w/ 1-Yz" CASE HARDENED COIL 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR BETWEEN BUCK & WINDOW FRAME NAILS C�D12°° O.C. MAX. SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6 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). ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 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 ° BUCK -.. TAIL PERIMETER. -I. -.-- SCALE. N. F.S. WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR SHALL SUBMIT EMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. ALTERNATE BUCKS; • IN LIEU OF BUCK SIZE AS STATED ON PLANS FOR WINDOWS, SGD, AND SWING DOORS THE USE OF 2X4, 2X6, 2X8, 1 X6, 1 X8, DOUBLE 1 X6, OR DOUBLE 1 X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. + ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) jz CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) lx3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) CORROSION RESISTANT FLASHII PER WATERPROOFING NOTE #2 WOOD TRIM 2x8 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY WITH Ya"0 (PFH) TAPCONS 0 3" FROM END AND 6" O.C. (STAGGERED) TAPCON LENGTH TO PROVIDE 1-i'a" MASONRY EMBEDMENT. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SCALE: N,T.S. i k - DRAFPING SERVICES xo aN Jw . uc PHONE: (772) 239-79 2 a h' 01 Y A A A 0 zu 0 W H A z H ►� U �z Wh+ti a Q� x oW O 0 l 0 V1 O U 0 Z L o �rn U V1 (Am V u-� Z W Lo W U Ln N O J JCO N Z ~ N o� Z Qz� c� Ua) u L� W z a u) Ln /ems AGE IA 66 , w z 1� S�P��UF •; 2 Da/i!///l rr� SCALE: AS NOTED JOB No: 516-0614 6 2 COURSES OF 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQ.) ALONG TOP OF #5 VERTICAL BARS WALL REINFORCING ALL WALLS ABOVE WALL OPENINGS SHALL BE PROVIDED WITH A STD. ACI HOOK TIED7 REINFORCED WITH (1) #5 BARS CONTINUOUS IN TO LINTEL REINFORCING STEEL (TYPICAL) A EACH BLOCK VARIES WALL HEIGHT A If 4 9e IL 4 8 4.4, ,r 4. 4. 4 • . 4 ^, LINTEL TYPE 8'-0" WINDOW HEADER HEIGHT m 8F16-1B/1T t' A Ti ` AA ° PRECAST CONCRETE LINTEL BEARING (SEE SCHEDULE FOR DESIGNATION AND REBAR REQUIREMENTS) SET PRECAST CONCRETE WINDOW SILL (SEE REBAR PLACED IN LINTEL MUST BE DETAIL 7, SHEET—A6} OR POUR IN PLACE 4 CONTINUOUS —NO SPLICING ALLOWED CONC. SILL W/ (2) #4 BARS EXTENDED 6" (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE GROUTING WALL CAVITIES (OR DRILL AND ° SET WITH 5" EPDXY EMBEDMENT) 8" CMU BLOCK WALL— REINFORCED AS I NOTED ON THE PLANS AND INDICATED IN DETAILS (ALL VERTICAL BARS SHALL BE HOOKED INTO TOP BOND BEAM BLOCK) (1) #5 VERTICAL BARS —TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-0" WIDE TYPICAL #5 VERTICAL WALL REINFORCING 0 48" ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE O.C, AND AS INDICATED (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED ON THE PLANS SOLID (SEE PLANS FOR LOCATIONS) a PROVIDE PRE—FAB "L" JOINT REINFORCING AT ALL CORNERS 8" CMU BLOCK REINFORCED AS INDICATED ON THE PLANS PLAN VIEW 2 COURSES OF 8" BOND BEAM BLOC" (CEMEX/RINKER TYPE T81 OR EQ.) u (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 • , ,vw I. " w� Il i,JRIZONTAL JOINT REINFORCEMENT 0 24" O.C. VERTICAL .._ .... .., .. 3TD. 90' HOOK AT TOP GROUTED SOLID r': r �'.11i • '.'IlAwk Lei MMATITITAXIMM1002ir �•1 IN► "' a a IM SCALE: 2"=9' 0" DRAFPiNG SERVICES JOAN JAP ifr P ON : (772) 237-7942 www.x°awe"aaenw°mw°erwo.eom a v: y C1 A z 0 F-I Q A z U W A A z o �A� z x �04 W ONO � w � (h V O zoo A I� � MW� !1 0 1 �Z Fro — 00 Dv V V_ Lu _j V1 U L N Z 'n LLI a CD �CC WU0n O J�� NLLL z~N Z W Q n Z cccn" V Q Z o- 40 00 ss 6 6 Q' a ; uw ZEOF �2 p�;,., FLO,• F, v� ���bi \a Date: oib SCALE: AS NOTED JOB No: 516-0614 1 7 d: 30-10-00 25-06-00 11-04-00 in �* M r r r r r r r r m N r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w w w w w w w w w w U V U W CJ01 c CJ02 Hatch Legend 9' 4" 0 N CJ03 T40 c c T39 o 10' 4"00 T38 N N T37 121011 T36 o T36 Ln 0 o 0 0 m T36 0, 9'4" CLNG. cb m T35 °' 10'4" CLNG. T35 T35 0o c T35 0 0 LID 0 0 LID,n T35 Io r r 30-10-00 T35 24-08-00 6-02-00 T35 A/ n 0 0 o r w w a M N r r 0 cn 0 O� 7 U M 7 N N N N N N U U N F F F F H N I- N N N r r F— F- 10'4" CLNG. 9'4" CLNG. T35 T35 -p CJ01 T34 Q 9 TU26 HHUS26-2 IL c CJO 4 EJ01 0 00 co CDV1 00I CJ03 aoo cos 01EJ01 o V1 EJ01 EJ01 . WN CL n an m ao V11 r o m EJ0100 1­ 1­F- I- I-~ ~ 11- 16-F- ~ EJ01 via 0 EJ01 EJ01 c 1 0 VO EJ01 O O O O EJ01 r 7-00-00 10 CL 9' „CL 7-00-00 11-04-00 cmN N N EJ01 \ �/r EJ01 EJ01 a" C1 NG. EJ01 0 0 0 0 c EJ01 9 " LP EJ01 0 0 o N EJ01 EJ + F CJ01 cm9'4" LNG. EJ01 V EJ02 CJ02 EJ01 V02 10, „C EJ0 CJ03 12'0" L 6 EJO EJ01 V EJ01 11-04-00 EJ01 VO V07 Vp EJO EJ01 0 HHUS26.2 TU26 9' 6 HT 2 C , a o T08 0 T29 CJ02 0 > ; ; o C 2 T07 HG EJ01 T30 0 7-00-00 0 CJ01 0 CJ01 T06 EJ01 T31 a Tuzs 0 T32 1-0 -00 yy0 TO r CJ03 ) o o' 0 o 0 0 -0i 0 -0i 0 0 CJO R U L) w w w W w o w 0 T04 CJ02 CJ02 o m c 0 CJ01 CJ01 00 CJ02 c C CJ01 0 1-0 BRNG.KNEEWALLSFROM9'4"T0�2"'. r n(1 Ln C o1 z-o -oo -0O 0 0 0 0 0 0 0 o yy 0 0 o ti 07 0 U U U U U W W W W W W U U ENTRY SPAN �O 0 0 0 0 0 0 0 0 04 0 0 'yy 19-02-00 `� U U w w 'w 'w 'w w 0 0 �? 18-06-00 17-10-00 20-00-00 11-04-00 Pi 67-08-00 I 1. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2. CONTRACTOR TO PROVIDE SUMMIT DESIGN & FORENSICS, INC. AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTAL! 3. CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING AND INSTALLING TRUSSES. 4. TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS. TRUSS TO WALL CONNECTOR SCHEDUI --- E. 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 TRUSS BEARING TRUSS ACTUAL CONNECTOR CONNECTOR ID POINT UPLIFT ID UPLIFT FASTENERS REMARKS DESIGN T03 EACH 3023# (1)-FGTR 5000# (18) - SDS 1/4"x3" TO GIRDER - _.-.-.... (2) - 1/2"x5'" TITEN NO TO BLOCK TOtS EACH 2836# (1)-FGTR 5000# (18) - SDS 1/4"x3" TO GIRDER ---- ------------ - (2) - 1/2"x5" TITEN NO TO BLOCK fi28 EACH 1928 (1)-FGTR 5000# (18) -SDS 1/4"x3'° TO GIRDER - (2) - 1/2"x5" TITEN NO TO BLOCK T27 0 71CH 1823 (1)-FGTR 5000# (18) - SDS 1/4"x3" TO GIRDER (2) - 1/2"x5" TITEN NO TO BLOCK T34 EACH 3861 (1)-FGTR 5000# (18) - SDS 1/4"x3" TO GIRDER (2) - 1/2"x5" TITEN NO TO BLOCK ( ) MTS 16 1000 (14) - 10d x 1 1/2" VALLEYS CONT. 100 # PLF 1 STRAP AT EACH END AND AT 24'° O.C. ALL OTHERS LESS THAN 1 EACH <1450# (Y)-META12 1450 --- - _ (7) - 10d x 1 1/2" AT CBS BEARING ALL OTHERS LESS THAN 1000# EACH <1000# (1)-MTS 16 1000 (14) - lOd x 1 1/2" AT FRAME BEARING * NOTE: USE SIPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT NOTE: ALL STRAPPING TO BE SIMPSON STRONG —TIE AS SPECIFIED. 10d x 1 1/2" = SIMPSON'S SUPPLIED EQUIVALENT NAIL (*) SINGLE PLY TRUSS (**) DOUBLE PLY TRUSS FOR COMMON 10 PENNY WEIGHT NAIL SDS = SIMPSON'$ STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL) NOTES: 1� VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SD x 2 Y2" TO SUPPORTING TRUSS AND (3)-#9 SD x 1 Y2' TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR-SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. O2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) NOTES: 1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (BUILDERS FIRST SOURCE; JOB NO. 848709; LAYOUT DATE:07/26/16; CUT -SHEET DATE:08/25/16) 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 (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE' WITH THE 2014 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 NOS 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 DIAL DRILL HOLE DIAL (MAX.) EMBEDMENT DEPTH (MIN.) W, )Ys 12" 1 „ 12,E 1 " 12" PLYWOOD SHEATHING NAILING SCHEDULE i LOCATION NAIL SIZE/TYPE EDGE SPACING FIELD SPACING NOTES WALL Z - --------....I SHEATHING (15/32") 0 IN ALL WALL ZONES Sd COMMON 6" O.C. 6" O.C. E Q ® 8d Ring Shank 4" O.C. 4" Q.C. ROOF Z (OVERHANGS) SHEATHING (19/32") 0 ILL0 2 8d Ring 9 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 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ROOF SHEATHING NAILING ZONES SHALL BE CONSISTENT WITH ZONES DEPICTED IN FIGURE BELOW. •1151111 111111111• EDGE ij� . DRAFTING SERVICES JOAN JAPPE, LLC PHONE: (772) 237-7942 www.-r�nsv"scowe mw.rrmu.cow a I LID � A zz 3 z z� A 1� a a d z �rTL PSI 0 Z r U W a 0 ]Qm w H Ha O w 0 0 0 0 1 lJ " �Z Lu00 vi v=) v V (o N U LL n Z (n w gwo cc w U W Q J J N N LL_ I - d$ v¢� Z of (n u LtA � a- W z / u' / co L. Q8o �p.g6 ' %1P11 14 TEpF �F3 -LOR.� \\ Date: SCALE: 3/16" = V-0" JOB No: 516-0614 AS ELECTRIC LOAD CALCOS PER NEC 2445 sq. ft. x 3VA (GENERAL LIGHTING LOAD) 7,335 VA SMALL APPLIANCE/LAUNDRY CIRCUIT (#*1500 VA) 6,000 GAS/RANGE OVEN 900 IRRIGATION PUMP 1,800 KITCHEN REFRIGERATOR 900 KITCHEN DISHWASHER 1,500 DISPOSAL 1,200 GAS CLOTHES DRYER 700 GAS WATER HEATER 0 GARAGE DOOR OPENER 1,400 POOL PUMP 1,500 POOL GAS HEATER 0 MICROWAVE 1„200 APPLIANCE APPLIANCE & HEAT PUMP/SUPPLEMENTAL HEAT & BRANCH CIRCUIT TOTAL BRANCH CIRCUIT DEMAND 24,435 VA 15,774 VA A/C HEAT CAI 100% 14,400 VA TOTAL DEMAND LOAD MINIMUM SERVICE LOAD 30,174 VA m126 AMP. USE 200 AMP SERVICE PANEL w O o m a 0 m 0 O Z J chi) m In `2 J w Q J 0 a I / / I\ WP I / ■ ■ ■ \ S _T \ `\ ■------------ )/, L ------------ I- sG M / 1 \ \ 50 0FM -n �R \ I I/ X/ qp I n � 'P ■ / 5 FM \ � SD \ � R / / I I •\ / - - / I 50y a I / c9 I 1 \\ I I 42°A PR v z I GFI ( 'GFC L GA s 077411 AHU " 7— L 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, 2011 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 ALL 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 NEW 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, 2011 N.E.C., ARTICLE 210.8(A). 7. EXCLUDING THE KITCHEN AND BATHROOMS, IN ACCORDANCE WITH NFPA-70, 2011 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 (UL 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 MUSTBE TAMPER RESISTANT IN ACCORDANCE WITH NFPA-70, 2011 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 70-2011 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. 13. ELECTRICAL CONTRACTOR MUST VERIFY THAT THE EXISTING HOUSE GROUNDING ELECTRODE SYSTEM CONSIST OF ALL AVAILABLE GROUNDING CONDUCTORS BONDED TOGETHER IN ACCORDANCE WITH N.E.C. ARTICLE 250.50 (NFPA 70). ELECTRICAL NOTES: 1. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 757, OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH•-EFFACY 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 INTERRUPTER 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 THRU ROOF' OR SOFFIT. 7. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. (3) #3/0 THHN—N CU SERVICE CABLE WITH (1) #4 GROUND NOON -Mr: 2 POLE, 1 PHASE 200 AMP DISC.---- REQUIRED FOR XTENDED SERVICE ONLY) #4 STRANDED COPi GROUND TO 5/8"x20'-O" EMBEDDED IN FOUNDATION (OR NEC EQUAL) as I- OI o ti \N a� QJU) Q T I / \ ELEC PANEL. / 1 - \ O \ L;1 I ELEC METER 2" RGS OR — IMC CONDUIT W/3 #3/0 THHN CU OR EQUAL CU WIRE BOND TO COLD WATER PIPE (3) #3/0 THHN—\ CU SERVICE CABLE WITH (1) #4 GROUND METER 200 AMP PANEL - (MIN RATING= MAIN BREAKER 10,000 A/C 40 CIRCUIT INTERRUPTING) 2 POLE, 1 PHASE 3 WIRE 2" RGS OR SCH. 80 PVC CONDUIT (3) #4/0 THHN CU OR EQUAL SERVICE DETERMINED BY POWER COMPANY UNDREGROUND SERVICE FROM FPL UNDERGROUND EI—EC "RICAL RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE ED SERVICE ONL' CU WIRE BOND — TO COLD WATER PIPE OVERHEAD SERVICE I FROM FPL 2" RGS SERVICE 2" RGS OR DETERMINED BY POWER COMPANY IMC CONDUIT (W/(3)#4/0 THHN CU OR EQUAL) W/(3) #3/0 THHN CU OR EQUAL METER (MIN RATING=10,000 A/C El INTERRUPTING) #4 STRANDED COPPER GROUND TO 5/8"x2O'—O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) ABOVE GROUND EL_E CTRICAL RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE SWITCH $ DIRECT WIRE ® LIGHT FIXTURE �\ 3-WAY SWITCH $3 THERMOSTAT 0 CEILING MOUNTED \/ 4-WAY SWITCH $ • PHONE PH T LIGHT FIXTURE w/PULL SWITCH %p\ \J DIMMER SWITCH $o TV JACK 4 120V OUTLET qp SMOKE DETECTOR RECESSED LIGHT HALF -HOT OUTLET DETECTOR MONOXIDE co RECESSE VAPOR PR OOFH7 GAS CONNECTION EXHAUST FAN 5 FLOOD LIGHT 4 GFI OUTLET (p PUSH BUTTON in WP GFI OUTLET GFI 9 DOOR CHIMES CEILING FAN withx GFI ALARM PAD o LIGHT QUAD OUTLET qP PANEL A/C DISCONNECT b METER C� GARAGE DOOR —G� FLUORESCENT _ CEILING OPENER LIGHT FAN x JUNCTION BOX 0 SPEAKER GARBAGE DISP. (p LIGHT FIXTURE WALL MOUNTED DRABTING SERVICES IOAN JA l EEC PHONE: (772) 237-7942 rn o 4 G w w A w A A U 0 z 0 m H Q W F Q A d z U Z z �l rr�_o^� a s w VDU AE~P� �..�j W� h� Q W Ma 0 �Z - 00 t/1 V V1 co zr m UJin Z W �cr ¢ n a Lu o Luu n O LL_ J J N Z ~ N Z U Q n n w zo In 00 MAS NAO- F ,o•• 51P, P,•C90; • PLOR.O,•��h D NPG��vt6 SCALE: 1 /4" V-0" JOB No: 516-0614 Vls i: U- DRAFTING SERVICES JOAN JAPPE, ELC PHONE: (772) 237-7942 C rn C) o Q z A U 0 z o� �A W H A 0 z Z U � Z awa� xw w a�o Up WO SCALE: 1/4" 1'-0" JOB No: 516-0614 M1 CODES AND STANDARDS: 1. ALL CONSTRUCTION MUST CONFORM TO 2014 FLORIDA BUILDING CODES RESIDENTIAL, AND CONFORMANCE WITH APPLICABLE REFERENCED INDUSTRY 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 MAIN FLOOR: 40 PSF (FBC-R TABLE R301.5) INTERIOR PARTITIONS: 5 PSF (FBC-R4403.7.7) 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 NOTE S: 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 INITIATING, 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. TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM 5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED Q 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, UNLESS OTHERWISE DIRECTED BY THE HOMEOWNER, AND CERTIFICATION OF TERMITE PROTECTION SOIL TREATMENT IS OBTAINED FROM A QUALIFIED -PROVIDER IN ACCORDANCE WITH 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/ 2011 EDITION), AND AS HEREIN SPECIFIED. CONCRETE MATERIALS H R 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (AT 28 DAYS) OF CONCRETE REQUIRE D TO CONSTRUCT THE MASTER BEDROOM ADDITION FOUNDATION AND FLOOR SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: _ „�` •.jt,, 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 Y ASTM94. C-260• EXCEPT GARAGE FLOOR SLAB A. SLUMPS SHALL BE 3" MINIMUM AND 5" MAXIMUM (THAT IS 4" +/- 1") B. ALL CONCRETE SHALL HAVE +/- 1.5 PERCENT AIR ENTRAINMENT AS MEASURED B IS REQUIRED TO HAVE 3% MIN. AIR ENTRAINMENT WITH STEEL TROWEL FINISH, PER FBC-R, TABLE R41022. C. MAXIMUM WATER CEMENT RATIO = 0.50 3. ALL CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1/II. "- -- 4. AGGREGATES SHALL BE GRADED IN ACCORDANCE WITH ASTM C33, FREE OF FOREIGN MATERIALS FINE AGGREGATE SHALL CONSIST OF NA WAND, 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: BOTTOM TOP 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 V' 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 KTTER. 6. MATERIAL REQUIREMENTS FOR SIMPSON STRONG TIE CONNECTORS, METAL ANCHORS, CHANGERS, AND TIE STRAPS, SHALL BE AS SPECIFIED IN THE NOTES UNDER THE CONNECTION SCHEDULE. MASONRY WORK: ALL MASONRY BLOCK WORK ON THIS PROJECT SHALL CONFORM TO THE FLORIDA BUILDING CODE -RESIDENTIAL, SECTION R606, APPLICABLE PROVISIONS OF ACI 530-2011, AND THE FOLLOWING SPECIFICATIONS. SHOULD CONFLICT BETWEEN THESE THREE PROVISIONS BE IDENTIFIED DURING THE COURSE 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 CE LLS 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 1/11 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 UNTEL 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 CONSTR UCTION 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. 5. REFER TO FOUNDATION PLAN, FLOOR PLAN, AND CONSTRUCTION DETAILS FOR LINTEL REQUIREMENTS AND ADDITIONAL CMU REINFORCING INFORMATION. REINFORCING STEEL. MATERIALS 1. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. 2. WELDED WIRE MESH (W,W;M.) FOR REINFORCING SLAB ON GRADE SHALL CONSIST OF 6X6-W1.4 X W'1.4 (MINIMUM), CONFORMING TO ASTM A 185. MESH SHALL BE PLACED WgTH A MIN. 6" OVERLAP AND WIRE TIED AT 48" ON CENTER. MESH 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 WAY IN ACCORDANCE WITH FBC-R 2014 REINFORCING BAR SPLICES, LA PS &HOOKS 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 (S- 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 CONTIN UOUS 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 2008 NOS BY THE AF&PA. 2. LUMBER SPECIES AS A MINIMUM SHALL MEET THE FOLLOWING MINIMUM GRADES, UNLESS SPECIFICALLY NOTED OTHERWISE. OTHER SPECIES AND 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 167 MEMBER GRADE 2X ROOF TRUSS BRACING/FRAMING: S.Y.P. NO, 3, 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 (Fb 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 WITH 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 RETENTION = 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. 2. INTERIOR NON -LOAD BEARING FRAMED WALLS WITH PRESSURE TREATED SILL PLATE OVER CONCRETE FLOOR SHALL BE SECURED WITH 1/4"0 TAPCON MASONRY SCREWS X 1 1/2" MINIMUM EMBEDMENT AT 24" O.C. MAXIMUM, OR SHOT PINS AT 16" O.C. MAX., PER MANUFACTURER'S RECOMMENDATIONS, 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 NTH )�" 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 Q ATE BLOCKING FOR ALL FRAMING REQUIRED Q FOR LIGHT FIXTUR ES. ELECTRIC AL ICAL AND MECHANICAL EQ UIPMENT, 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 SECTION 2210 OF 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 HILT] LOW VELOCITY POWDER ACTUATED TOOL WITH 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 2014 FLORIDA BUILDING CODE -RESIDENTIAL; SECTION R802.1.6, ALONG WITH A TRUSS PLACEMENT PLAN WITH PIECE MARKS, TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, APPLIED LOAD DURATION FACTORS, AND ERECTION DETAILS. 4. TRUSSES SHAL L BE DESIGNED WITH CAPA CITY TO SUPPORT DEAD LOADS AND LIVE LOADS FOR THIS REGION IN ACCORDANCE WITH THE 2014 FLORIDA 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 T0. 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 R ATED METAL PLATE CONNECT ED 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, UC ION, ANSI/TPI 1-2007. 2. WOOD MEMBERS SHALL BE FABRICATED FROM DIMENSION, VISUALLY STRESS RATED LUMBER, CONSISTING OF SOUTHERN YELLOW PINE (SPIB) KILN DRIED GRADE #2 OR BETTER FOR CHORDS AND GRADE #3 OR BETTER FOR WEBS. 3. NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM F 1667. 4. CONNECTOR PLATES: TE 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. - ij�_, . DRAFTING SERVICES SOAK IAPPE, "c PHONE: (772) 237-7942 p� F >4 u W P a a 0 z 0 A H E Q A z Vl z 0 LHL C-' U U z H U I, W�T1 I�1 1 F� Q d' W �T� o U Ha O z � � w 0 44 0 H � U �m z 0 U 0 '" lJ �Z Pw - m V1 Ln v V 'm V1 Lu Urn Z a in ^w 0- 1 �! O J J 00 V Iw ZN o� QZ^ Z � Ln " u LU W Z a L / 00 J. MAS ��ii 0. STATE OF Dale: SCALE: N.T,S. JOB No: 516-0614 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 MANUFACTURED 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 TECHNOLO GY "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: 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 WITH EPDXY MANUFACTURERS 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 D3161CLASS F. 3. ASPHALT ROOFING SHINGLES SHALL BE INSTALLED IN COMPLIANCE WITH FBC-RESIDENTIAL, 2014. _ 4. UNDERLAYMENT SHALL CONSIST OF 1 LAYER OF ASPHALT -SATURATED BUILDING FELT CONFORMING TO ASTM D226, TYPE -II, AS'TOIl4869 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, GLASS 1, NAILS HAVING-3/8"0 HEAD X LENGTH TO " O.C. ACROSS WIDTH OF ROLL. PROVIDE 3/4" MIN. PERPETRATION THRU ROOF SHEATHING, PLACED NO GREATER THAN 6" O.C. ALONG EDGE OF ROLL AND 12 Wq 8, A ROOF RIDGE VENT SHOULD BE INSTALLED IF NECESSARY TO MEET NET FREE ATTIC VENTILATION AREA REQUIREMENTS AS RE ED 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, SECTION 903.2, AND INSTALLED IN ACCORDANCE WITH FBC-R; SECTION 905.2. 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 NTH FLASHING CEMENT AND MEMBRANE SEALANT. 1 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 D4586, TYPE II, NON -ASBESTOS, NON -RUNNING, HEAVY BODY MATERIAL COMPOSED OF ASPHALT '0AND OTHER MINERAL INGREDIENTS. At . NAILS SHALL BE CORROSION RESISTANT MEETING ASTM A641 CLASS 1, HOT DIPPED GALVANIZED, COPPER OR STAINLESS STEEL OR SUFFICIENT LENGTH. GYPSUM DRYWALL: " " HEAD; 0.098" DIAMETER 1Y" LONG, ANNULAR -RINGED; 5D COOLER 1. ALL INTERIOR GYPSUM BOARD TO BE MIN. 3� THICK WITH (13 GAGE, 1� LONG, %a H a WAIL, 0.086' DIAMETER, 1%" LONG, 1%4" HEAD; OR GYPSUM BOARD NAIL, 0.066" DIAMETER, 1%" LONG, %' 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 10 02, 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: _ q 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: .*0 A. REINFORCING TAPE: 1-7/8" WIDTH TO 2-1/2", ASTM C 475 B. JOINT COMPOUND: ASTM C 475. 5. i11ACKER 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 WITH ASTM C1396, C1178 OR C1278. N2" THICK BACKER BOARD IS -ar 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. E 1( 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, C1278, C1325, OR C1178; OR CODE APPROVED EQUAL, PER FBC-R, SECTION 702.4.2. <.MW 7. GYPSUM WALLBOARD FASTENING SCREWS SHALL CONSIST OF #6 x 1Y4' TYPE "W" DRYWALL SCREWS CONFORMING TO ASTM C1002 STANDARDS FOR WOOD u" 'STUD AND ROOF TRUSS CONNECTIONS, UNLESS OTHERWISE NOTED IN WALL SECTION DETAILS, DRYWALL SCREWS SHALL BE SPACED NO GREATER THAN 0, ,40 '.8" O.C. EDGES AND 12" O.C. IN THE FIELD. U FRAMING FASTENING SCREWS SHALL CONSIST OF 6 x 1" MIN.'. DRYWALL SCREWS CONFORMING - k�' 8. WHEN FASTENING GYPSUM WALLBOARD TO METAL STUD F AMI # (MIN.) *`T TO ASTM C954 STANDRDDS, OR BULGE HEAD STYLE SCREWS CONFORMING TO ASTM C1513 STANDARDS. UNLESS OTHERWISE NOTED IN WALL SECTION dON'"^ '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, k.;u1NzjTmUu`-T10N MATERIAL 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, SECTION R703.6.4.3. 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 7/°, PER FBC-RESIDENTIAL, 2014, 2. HI -RIB EXPANDED -METAL LATH SHALL CONSIST OF THE FOLLOWING 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 WITH MAXIMUM DISTANCE BETWEEN CONTROL JOINTS NOT TO EXCEED 18 FEET O.C., OR AS REQUIRED TO DELINEATE PLASTER WORK INTO AREAS (PANELS) WITH 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 MANUFACTURER, 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 WITH KRAFT PAPER BACKING FACING GARAGE SIDE (WARM SIDE) OF THE WALL. 2. ATTIC INSULATION MUST BE INSTALLED TO PROVIDE A PRESCRIPTIVER-VALUE RATING = 50-(MINIMUM), WITHOUT VAPOR BARRIER, UNLESS A WHOLE HOUSE ENERGY EFFICIENCY CALCULATIONS ARE APPLIED BASED ON 2014 FBC-ENERGY CONSERVATION CODE. 3. ATTIC INSULATION IS RECOMENDED TO BE BLOWN -IN LOOSE -FILL FIBERGLASS INSULATION THAT MEETS ASTM C764, TYPE I INSULATION, WITH AN ASTM E84 FLAME SPREAD RATING OF 25 OR LESS. ONE TYPE OF INSULATION WHICH MEET THESE SPECIFICATIONS IS THE "CLIMATE PRO" AS MANUFACTURED BY THE JOHNS MANVILLE COMPANY. BASED ON THIS INSULATION PRODUCT RATING, A MINIMUM LOOSE FILL THICKNESS OF 11.5 INCHES IS REQUIRED TO OBTAIN A MINIMUM R-VALUE = 10. FINISHING: 1. ALL FINISHING WORK, MATERIALS, AND WORKMANSHIP SHALL BE DETERMINED AND SPECIFIED BY BUILDING CONTRACTOR OR THE HOMEOWNER. ELECTRICAL CONSTRUCTION NOTES: - CONTRACTOR NOTES 1. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED 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 ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. SWITCHES AND RECEPTA 1. ALL GENERAL PURPQ IGHT 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; 95 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 WITH UL E3896. C. GENERAL USE 120V DUPLEX RECEPTACLES: NEMA NO. 5-20R, GROUNDING TYPE, 15 AMP HUBBELL NO. RRD15 SPECIFICATION GRADE, COMPLYING WITH 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 WITH 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 ELECTRICAL CONTRACTOR. 2. 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 WIRING, 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 LIGHTING AND POWER PANEL BOARD BREAKERS SHALL BE MOLDED CASE CIRCUIT BREAKERS RATED NEMA AS 1, AND UL LISTED FOR TYPE OF WIRE SPECIFIED, AND SHORT CIRCUIT RATING UP TO 240 V, 10,000 RMS SYMMETRICAL AMP MINIMUM, DISCONNECT SNATCHES. 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 2014 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 1" 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. VALVES 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 2O14 FBC-RESIDENTIAL CODE CHAPTER 26, 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 LEAST 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 2014 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 FURNISH AND INSTALL A COMPLETE AND FULLY OPERABLE AIR CONDITION SYSTEM. L E 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 N A D PRODUCT SPECIFICATIONS, AND ENERGY EFFICIENCY CALCULATIONS, CONSISTENT WITH F.A.C. 61G15-34.003 2 TO THE ENGINEER OF RECORD 0 O, 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 WITH THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO INSTALL DISCONNECT SWITCHES, WIRING, AND 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 2014 FBC-ENERGY 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 WITH 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 2014 FBC-MECHANICAL, SECTION 603, AND TABLE 603. 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 HELIX. FLEXIBLE AIR DUCTS AND DUCT CONNECTORS SHALL BE INSTALLED AND SEALED IN ACCORDANCE WITH 2O14 FBC-MECHANICAL, SECTION 603, TABLE 603, 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, Qn =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 3/4" ARMAFLEX #22 AND THE CONDENSATE RETURN LINE SHALL BE INSULATED WITH h" 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 WITH 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. E DRAFPING SERVICES aoA JA 'rxr PHONE: (772) 237-7942 ,IDHc'�As]:DBnR'INO.(bM a 0 Izy � Q v z Q A V W I -0 A i/ E Q 0 6 z I..1 I" H 0 H uz w U W � a sw04 C, C� � 0 x�w W �a �w No 0 z� 0 L— O U � z 0 U 0 Z L o m D V1 v V m Vt UtLin Z Ln W J W O a cc W Cj Ln 00 J i 0 NLL ZF N � az^ 02 Z Ln l7 UJ 2: K z W 0 a z Ln 00 ''`NpENS`c' 0 �0- 6 STATE OF LU 4u Fss'�'•• �COR\ ' . ,�, \\\ � ONE°+6. \\ Date!1lIIateu� -do/6 SCALE: N.T.S. JOB No: 516-0614 I