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38401 12th Ave
U Otte. 9]1101 :111:1F_' 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION NFPA 70, NATIONAL ELECTRIC CODE (2014), AS REFERENCES BY THE FLORIDA BUILDING CODE CHAPTER 34 W)1111JN►Lem 11_1F:' LEGAL DESCRIPTION: CITY OF ZEPHYRHILLS PB 1 PG 54 EAST 71.00 FT OF LOTS 8 9 & 10 BLOCK 35 (G) OR 9435 PG 3337 PHYSICAL ADDRESS: 38401 12TH AVENUE, ZEPHYRHILLS, FL 33542 CLASSIFICATION BY OCCUPANCY ..................RESIDENTIAL CLASSIFICATION BY GROUP.........................R CONSTRUCTION TYPE................................V SPRINKLER CLASSIFICATION........................UNSPRINKLED FLOOD ZONE: X RISK CATEGORY II WIND ZONE 138 MPH (ASCE 7-16) V \ To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. THE DESIGN PROFESSIONAL is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. This document is an instrument of a contract and is further protected by copyright laws and intellectual property rights. AREA SQ. FEET 1ST FLOOR CONDITIONED 1238 1ST FLOOR UN -CONDITIONED FRONT PORCH 123 GARAGE 460 REAR PORCH 6 TOTAL CONDITIONED 1238 TOTAL UNDER ROOF 189 TOTAL WIDTH 35' TOTAL DEPTH 591' HEIGHT 1s1�6 DRIVEWAY 41 WALKWAYS 71 CONC. PAD • ■ ► V Subsurface information shown on these drawings was obtained solely for use in establishing design controls for the project. The accuracy of this information is not guaranteed and it is not to be construed as part of the plans governing construction of the project. It is the BIDDERS AND OR CONTRACTORS responsibility to inquire of the [owner] if additional information is available, to make arrangements to review the same prior to bidding, to conduct whatever site investigation or testing may be required, and to make his own determinations as to all subsurface conditions. 01:I 001_1 RLKe] ► 6011:tll" I to] ► ■ ► Le. 1. First floor CMU walls with bearing height at 9'4" feet (U.N.0) 3. Interior non -load bearing walls shall be constructed of spruce pine fur at 1611 o.c; interior load bearing walls shall be constructed of southern yellow pine 16" ox 4. All interior doors to be 2 panel 80" masonite 5. Match all door and window header heights at 80" 6. All Base moulding to be pre -primed wood 5 1/4" profile 7. Door casings to be pre -primed wood 2 1/4" profile 8. R301.2.1.2 Protection of openings. Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris. Glazed opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886, SSTD 12, ANSI/ DASMA 115 (for garage doors) or TAS 201, 202 and 203 or AAMA 506 referenced therein. THIS REQUIREMENT CAN BE MET THROUGH THE USE OF WOOD STRUCTURAL PANELS THAT MEET THE REQUIREMENTS OF FBC SECTION 301.2.1.2 9. ALL INTERIOR GLAZING WITHIN 18" OF THE FINISHED FLOOR IS TO BE TEMPERED GLASS. 10. ALL GLAZING WITHIN 6011 ABOVE OR ADJACENT TO TUBS AND SHOWERS IS TO BE TEMPERED. 11. CONTRACTOR TO PROVIDE WINDOW & DOOR MANUFACTURER SPECIFICATIONS AND FLORIDA PRODUCT APPROVAL CODES. 12.R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAT 5.7 SQUARE FEET(0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM). EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (118 MM) ABOVE THE FLOOR: WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3 13. WINDOWS WILL COMPLY WITH INSULATION AND FENESTRATION REQUIREMENTS PER TABLE 402.1.1 14. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROUGH OPENING SIZES PRIOR TO CONSTRUCTION. 15. GUTTERS AND DOWNSPOUTS TO BE COORDINATED BETWEEN OWNER AND CONTRACTOR 16. WET AREAS All shower and wet areas including tile and shower pans to refer the latest edition of the TCNA Handbook for Ceramic, Glass, Stone Tile Installation, typ. All wet areas to use Durock Cement board (recommended for all tile areas) Acceptable USG Durock Glass -Mat Mold Tough "Un _ \ M: V I: ! IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL, OR PLUMBING SYSTEMS DRAWN HEREON ARE BASED UPON THE OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR SUGGESTIONS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT CIRCUIT INTERRUPTER "GFI" CIRCUIT. ALL OTHER ELECTRICAL OUTLETS SHALL BE WIRED INTO AN ARC - FAULT INTERRUPTER "AFI" CIRCUIT LOCATIONS OF ALL HOSE BIBS SHALL BE COORDINATED IN THE FIELD WITH CONTRACTOR AND OWNER PRIOR TO INSTALL If 38401 12th Avenue Label IN Title Descri tion Comments G-1 1FROJECT INFORMATION 0-1 15ITE PLAN 0-2 FOUNDATION PLAN 0-3 FIRST FLOOR PLAN 0-4 EXTERIOR ELE1/ATION5 0-5 5EGTION 1/IEkN5 0-6 ROOF FRAMING PLAN E-1 ELECTRICAL PLAN 5-1 GON5TRUCTION DETAILS 5-2 FRAMING DETAILS 6-1 16ENERAL NOTES & 5PECIFICATION5 R'= ,ALL WORK SHALL OC3MPLY VWI'rH PREVAILING CiTy CODES FLORIDA BUILDING COLS , ►� ��� � ; " ��_� ��®' NATIONAL ELECTRIC OoDFI , _ 9 AND THE CITY OF ZEPHYRHILLS��� ORDINANCES _ Approved Product List Product category Sub category Manufacturer State of FL Approval # Structural Components SP4 Wood Connector Simpson FL10456.43 H10 Wood Connector Simpson FL10456.6 META24 Masonary Connector Simpson FL11473.18 HETA20 Masonary Connector Simpson FL11473.3 META14 Truss Connector Simpson FL11473.17 META16 Masonary Connector Simpson FL11473.17 META18 Masonary Connector Simpson FL11473.18 HHETA20 Masonary Connector Simpson FL11473.9 MGT Masonary Connector Simpson FL11470.9 HTT16 Masonary Connector Simpson FL11496.1 LTT208 Masonary Connector Simpson FL11496.3 U24 Wood Connector Simpson FL10655.141 H4 Wood Connector Simpson FL10456.14 MTS12 Wood Connector Simpson FL10456.33 HTS20 Wood Connector Simpson FL10456.23 H16 Wood Connector Simpson FL11470.1 CS16 Wood Connector Simpson FL13872.1 HGT2 Girder Connector Simpson FL10456.18 HGT3 Girder Connector Simpson FL10456.19 HGT4 Girder Connector Simpson FL10456.20 MTSM16 Connector Simpson FL11473.2 LSTA12 Wood Connector Simpson FL13872.5 LSTA18 Wood Connector Simpson FL13872.5 LSTA24 Wood Connector Simpson FL13872.5 LSU26 Joist Connector Simpson FL10447.14 A35 Framing Connector Simpson FL10446.4 Engineered Lumber Laminated Wood Beam Boise Engineered Wood Products FL1644.1 Doors Garage Doors 16'W3 CLOPAY Building Products FL15279.7 Doors Garage Doors 9'W4 CLOPAY Building Products FL15279.12 Doors Garage Doors 16'W4 CLOPAY Building Products FL15279.20 Doors Metal Exterior outswing PGT FL15443 Doors Sliding Glass Door PGT FL251-R30 Doors Fiberglass Exterior Masonite International FL18582.1 Windows Casement PGT FL243 Windows Single Hung PGT FL239 Windows Fixed Glass PGT FL 243-R20 Windows Mullions PGT FL261 Windows Horizontal Slider PGT FL242 Roofing Metal Roofing STEEL ROOFING SYSTEMS FL15837 Roofing Modified Bitumen Roof System GAF Materials Corp. FL16732.1 Roofing Asphalt Shingles Timberlane30 GAF Materials Corp. FL10124.1 Roofing Roofing Tiles Boral Roofing / US Tile FL11647.1 Roofing VentSure Ridge Vent Owens Corning FL10758.1 Roofing Underlayment Owens Corring FL9777.1 Panel Walls Siding James Hardie Building Products Inc. FL15867 Panel Walls Soffits- Vinyl Kaycan LTD FL16503.2 Panel Walls Soffits -Aluminum Kaycan LTD FL12198.1 Panel Walls ISiding I Kaycan LTD IFL15867 Shutters lHurricane Storm Shutters IStorm Smart Industries IFL11291.2 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813)205-2494 CE 7-10 I'�" load Program (30,4 Part i. Law R.i_.e wilding Wall Components and Cladding) s all Components and Cladding (Wear Rcf He,y ht 50ff) Prx_�ect:CO SULTRE..=.LTI Prepared by: Enter User _,ame of BELLE 4'ID3 E-snail: Enter Email Address a TIP,, t. a.SCE _-iC, Strength Design Load & Allo; able Stress Design l=indSpeed =-38 mph Building Exposure = B t`,Ufban & Suburban area l Internal Pressure Coefficient GCpi = o.i8 Enclosed Building 6 > Roof angle is greater :hart ioc Kzt Kd = o3,5 dean Poof Height = 1&a ft IDLtuut: '.'elocityPressure Exposure Coefficient mat," = o,- Per TGb:z SV.S 1, PagE 3-- LPFD uses vind speedVult = i3S mph }'cic,.? r Pressure (4a LRFD) = 2S.ci psf = ._ u25C*K2*K t*Kd*;' 2lb ft" 2 Per e-3.o,v 2.page-16 _.SD user ,ind speed Vasd1=1.07 mph Velocity- Pressure (qh ASD) = i j,4 psf = .00256*K *1Lzt*Kd*V-2*o.b it, fit" 2 _ LRFI? QLoad Resistance Stress De_ s1§ Per Fi ireo�}-a. Pale 3 ntars Area a Sq Feet Positive Zone 4& 5 sf 7Z-1�14 tiegati�e LDrne1' Zone 5 i sff Pr9sitite: Zone 4 3': 5 Negative Center Zone 4 psf ' `vegative Co er IPos1tt' Zane iCenter psf I £ ternalPressureCoefficients __ tiegativeegatiie GCg Corner G 34.2 -3-..i -45.8 -;-- --z_.37�♦z-5 1 i..00 -i,io' -1,40 _10A:! 50ft2 r0Oft- zg.i 3z.a 35.b i^.5 igs -21.4 zC30 {t' J -30.5 -0.9 Least 4"idh = 35 ft a = ;.5 tt (one 5) ; ._f > e. Lit u nth cr 04h, whtchcuer is srnattzr but n,:;t Tess than 3 j±, Presen_edY; CADDtools.com t * a s ZONE 5 ZrMc5 ti �� 'ZONE 5 FLA€ k KX- 0ABLE W10F i0!6 rl FIB'R00f (052r) Foot notes: �17 Frorr, Florida Building Code bth editian 20 ;- in section i6a9.3.i s+4-ind speed eons: ersion, NEW SINGLE FAMILY RESIDENCE FOR,MASTERCRAFT CONSTRUCTION AND HOMEBUILDING Z Ir-- Q. w to �- w I � �q Q I- LU O NQ/ i}LI } w lY I.LI H Q LU m Z Z O V- LU -� LL- 0 - � 0 11.E d- IL ua (Z ua �) 0 m N IL PROVIDED BY: 1385 OAKFIELD DR BRANDON FL 33511 813.313.0045 z 0 cn w 0 DATE: 7/8/2019 SCALE: SHEET: C-1 1 _r Ri. UNDISTURBED VEGETATION SPACING 6 - 10' MAX. FENCE PASTS DRIVEN INTO ROLL JOINT GROUND T MIN. SILT FENCE B �— FABRIC TO BE WRAPPED AROUND FENCE POST SILT FENCE A ROLL JOINTS V MIN. 3 51LT FENCE DETAIL N.T.S. 0 GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION — RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC SHEET FLOW 6" x 6" ANCHOR TRENCH 1x4 HORIZONTAL WOOD MEMBERS �b,-8, � �OR APPROVED SUBSTITUTE 2x2 VERTICAL —�T —❑ \ T� WOOD STAKES 20' FOR GRAND TREES LSTAKES NOT TO 10' FOR PROTECTED TREES PENETRATE TREE ROOTS PARKS DEPT. TO APPROVE BARRICADE INSTALLATION BEFORE SITE CLEARING I Ktt OAKKICwftJt Ut:I AIL N.T.S. 1 SITE PLAN NOTES: 1. DRIVEWAY SHALL BE CONSTRUCTED PER DEPARTMENT OF PUBLIC WORKS TRANSPORTATION TECHNICAL MANUAL SECTION IV 2. CONCRETE PADS TO BE PLACED ON EXISTING GRADE 3. NO OPEN TRENCHES FOR UTILITIES 4. ROOT PRUNE ALONG FOUNDATION AS NEEDED AS REQUIRED 5. ALL DRAINAGE RUN OFF TO BE DIRECTED AWAY FROM HOME & ADJACENT PROPERTY 6. ALL DRAINAGE RUN OFF TO BE DIRECTED TOWARDS COMMON DRAINAGE EASEMENT THROUGH DOWNSPOUTS AND BURIED 6" ADS PIPE LOT COVERAGE: SIZE OF LOT: 6375 SF HOUSE FOOTPRINT: 1897 SF DRIVEWAY: 418 SF WALKWAY: 71 SF A/C PAD: 9 SF TOTAL LOT COVERAGE: 2395 SF I Goo lIPA 141t,. �2 1t LOT 7 {VACANT) I I F 99 I FOUND 1 /2" IRON 0 /// ROD, LB 107, CAP. , IN 64 36 335 E 70. (62 Site Benchmark F , FOUND 1/2" IRON 2, El: 97.95' (Deed 71 -�/� , �o ) 98 •9 ROD, NO ID/CAP. I II L v- - - - - - - - - - - -- H ---------�i IL I L =�s I F.F.E = 100ff NAVD L_jII I JI I \C) O 3X3 A/C PAD I II I GARAGE FLOOR = 100' NAVP \40 ,1 II _ (1ONC. DRIVEWAY ANT) FOUND 1 /2" IRON Site Benchmark 24, ROD, LB 107, CAP. 1, El: 97.68' Deed 71 S 61"3843" W -T'O//O _AV__ Concrete 5� '0°#1e� / ete ,o% / 996p Edge Of Pavement F 99 w C) 9� 301 ------------ Sl' FOUND 1 /2" IRON ROD, NO ID/CAPall �V 0J �JOIMA 12th AVENUE {60' Wide Right -Of -Way} C qr ryFRFoVA 4 F of FS�R�p�i F >or o RF�o�o 4F Ryr 9 � 0�sA9o� RCS pF �N��� S�� 0��� CFO. T1' P CC ZFP F�ojrOqTpyr�S yFP�B�CF C> I 58" Irr) 701 70 Z O H N0. iL. W Q qLu kD o 0)W } W fY W Q w m z U— z CIL Lu �__ , Lu X O d_ CIL Lu mN 7/8/2019 SCALE: 111=10, SHEET: 0-1 ,III ,' ,1111 Ix P.T. BASE NAILER BASEBOARD 6x6 W1.4xW1.4 WWF z =&A —4"x4" INSPECTION PORT AT / EACH FILLED CELL TYPICAL E m 571D. 1100 HOOK N (EE DETAIL) vN j\ Z d� Z 6 MIL VAPOR / ° / ���� N - _ BARRIER \// \�\�\ MIN. C\GLEAN POISONED AND COMP. (2) #5 REBAR CONT. SOIL. (COMPACTED TO "115966 MODIFIED ON 5" CHAIRS TYP. 16 PROCTOR A5TM D1557) U.N.O. CONTRACTOR TO PROVIDE 501L TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. �c TYPICAL FOOTING DETAIL 0-2 SCALE: NTS SIMPSON 5P1 2X4 WALL W/ 5/8" TYPE X DRYWALL 2X4 P.T PLATE SECURED TO SLAB WITH 3" TAPGONS 4" CONCRETE SLAB EVERY 24" REINFORCED WITH 6 X 6 10/10 WWF OR FIBER REINFORCED I / HOUSE SLAB F.F.E GARAGE SLAB a GRAVEL BASE 6: — FIBERME5H OVER 6 MIL. POLYETHYLENE VAPOR 16" BARRIER 3000 P.B.I. CONCRETE FOOTING w/ (2) #5 BARS @ 6" 5PAI ING X CONTINUOUS B DETAIL AT FRONT STEPS 0-2 SCALE:1/2"=V-0" to BLOCK NALL BEYOND EXPANSION JOINT O.H.D. RECESS ° D c D n ° D (2) #5 CONT. G DETAIL AT GARAGE DOOR 0-2) SCALE: NTS cq N A D-2 is 4'-4" 25' 6-8" 5'-6" 2'-11" 2' F_ -1 -----�----8--� — —�-----------i---- ��-T ----— — — — — — — ---- ITT— 1', I �)1j Li u 80 1 1 LI M I t -3" SLAB 1 3'-2" I I I I I LL__JL - - -J I I n I; I I( I I I I L-- I -��--�I �L-----J --------_---_] T —L II I I II I I III I 164" y I I II i I I I I I I ` ice$.-11 I II I I II J 15'4" I� •_ II" II it I I II I I i r- -lid H� II II I II I I 16' \V1 r-- I I i 11 I�_�11 I i I I I II i t II L _ _ J t Ls - �- I----71 i----I-----------1-+-� I ELECT. CONDUIT FOR ISLAND POWER I it L rL__J L__ L__ J I —� I I I I I I lI ' L10a8' NAVO I II I I --- n I I I I I I I I I I - - ( I 13'-4 1/2" WASHER DRAIN 11 I I II I I I 91 t l I I II I I I I II I I I I _j I M--fit I t � IH I( I L----------- I 1 -- I I T I� — '� — 1- I— ( I I L----- -------- - --F-L _j h�=_J, 1 I I I _ I F �� I I i I 1 WH I IL _JI C� II I I ; i D-2 I D-2 I I 1 ---------- I I— — — -I I I I I FL i ) I I I I -3" SLAB i I I I I � 100' NAYU I I i II I I' I D-2 I� — — — — — — — — — — — — — — — — — — I I 2' 16' 2' 15, 20' 35' A D-2 0 M f 60 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813) 205-2494 F- fZ v W Q }- W cu CD Q Z Lo M � W W a w tXl z u I I I I F I I u i I 111... 1 a�o 1 1 .iii. 4.111 11 1 iI,;J.l-,;i .i ..,.iv ,. 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I '� � i, I I I ail IP..I'- i I i! .au;l it nl I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) CABINET SCHEDULE NUMBER LABEL QTY FLOOR WIDTH DEPTH HEIGHT DESCRIPTION C01 B18L 1 1 17 7/8 " 24 " 36 " BASE CABINET CO2 B33 2 1 3311 2411 3611 BASE CABINET CO3 DCW2439L 1 1 2411 24" 3911 CORNER WALL CABINET C04 FHB12L 1 11 1211 2411 3611 BASE CABINET C05 FHB15L 1 1 1511 2411 3611 BASE CABINET C06 LCB33L 1 1 3311 33 " 36" CORNER BASE CABINET C07 SB3021 1 1 30 " 21 " 3611 BASE CABINET C08 SB36 1 1 3611 2411 3611 BASE CABINET C09 SB3621 2 1 3611 2111 3611 BASE CABINET C10 W1839L 1 1 17 7/8 " 12 " 39 " WALL CABINET C11 W2139L 1 1 2111 1211 3911 WALL CABINET C12 W2439L 2 1 2411 1211 3911 WALL CABINET C13 W3018 1 1 30 3/16 " 12 " 1811 WALL CABINET C14 W3036 1 1 29 15/16 " 12 " 3611 WALL CABINET C15 W3036 1 1 30 11 12 " 3611 IWALL CABINET C16 W362124 1 1 3611 24 " 2111 WALL CABINET DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS TEMPERED FIRE D01 16070 1 1 16070 192 " 84 " 192"X84" GARAGE-C31-SOLID PRE-CAST208" 1 3/4" D02 1668 1 1 1668 R IN 18 " 8011 20"X82 1/2" HINGED -DOOR PO4 2X6X23" 2 1 3/8" D03 1868 1 1 1868 L IN 20 1 /8 " 80 " 22 1 /8"X82 1/2" HINGED -DOOR PO4 2X6X25 1 /8" 2 1 3/8" D04 2068 1 1 1 2068 L 2411 8011 24"X80" SHOWER -GLASS SLAB 1/2" YES D05 2068 1 1 2068 R IN 24 " 8011 26"X82 1/2" HINGED -DOOR PO4 2X6X29" 2 1 3/8" D06 2468 1 1 2468 L EX 28 " 8011 30"X83" EXT. HINGED -GLASS PANEL PRE -CAST 36" 1 3/4" YES D07 2468 1 1 2468 L IN 28 " 80 " 30"X82 1/2" HINGED -DOOR PO4 2X6X33" 2 1 3/8" D08 2468 1 1 2468 R IN 28 " 8011 30"X82 1/2" HINGED -DOOR PO4 2X6X33" 2 1 3/8" D09 2668 1 3 1 2668 L IN 30 " 8011 32"X82 1/2" HINGED -DOOR PO4 2X6X35" 2 1 3/8" D10 2668 2 1 2668 R IN 30 " 8011 32"X82 1/2" HINGED -DOOR PO4 2X6X35" 2 1 3/8" D11 2868 1 1 2868 L IN 32 " 80" 34"X82 1/2" HINGED -DOOR PO4 2X6X37" 2 1 3/8" D12 2868 1 1 2868 R EX 32 " 8011 34"X83" EXT. HINGED -SLAB 2X6X37" 2 1 3/4" YES D13 3068 1 1 3068 L EX 36 " 8011 38"X83" EXT. HINGED -DOOR E21 PRE -CAST"" 1 3/4" D15 14068 1 2 1 4068 L/R 48 " 8011 50"X82 1/2" 4 DR. BIFOLD-PANEL 2X8X53" 2 1 3/8" D16 15068 1 1 11 15068 L/R IN 160 " 180 " 62"X82 1/2" IDOUBLE HINGED -SLAB 2X8X65" 2 1 3/4" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER MANUFACTURER W03 2850SH 2 1 2850SH 32 " 60" 33"X61" SINGLE HUNG PRE-CAST72" MI W04 3042SH 2 1 3042SH 36 " 50 " 37"X51" SINGLE HUNG PRE-CAST80" MI W05 12850SH 4 11 12850SH 132 " 160 " I 33"X61" IYES SINGLE HUNG PRE-CAST40" MI 8" PRECAST U-LINTELSI STANDARD LENGTHS OVERALL TOP BOTTOM LENGTH STEEL STEEL 3'-0" 36" 2 -7/32" wire 2 43 rebar 3'-4" 40" 2 -7/32" wire 2 43 rebar 3'-6" 42" 2 -7/32" wire 2 43 rebar 4'-01' 48" 2 -7/32" wire 2 -#3 rebar 54" 2 -7/32" wire 2 43 rebar 4'-8" 56" 2 -7/32" wire 2 43 rebar -7/32" wire 2 43 rebar 7$5 , o 5'-1011 70112 -7/32" wire 2 43 rebar 75„ 6'-01' 72" 2 -7/32" wire 2 44 rebar 8 6'-6" 78" 2 -7/32" wire 2 44 rebar 58"• 11 6'-8" 80" 2 -7/32" wire 2 44 rebar 7'411 88" 2 -7/32" wire 2 44 rebar TOP STEEL 7'-6" 90" 2 -7/32" wire 2 44 rebar % sOTTO" 8'-0" 96" 2 43 rebar 2 44 rebar 1' rSTEEL I 8'-8" 104" 2 -#3 rebar 2 44 rebar u;;C Ln �, s 9'4" 112" 2 43 rebar 2 44 rebar 10'-0" 120" 2 43 rebar 2 44 rebar j 10'-6" 126" 2 43 rebar 2 44 rebar "J-a° G 10'-8" 128" 2 43 rebar 2 45 rebar 51/2- LONG NOTCH 111 411 136" 2 43 rebar 2 45 rebar EACH END 12'-0" 144" 2 43 rebar 2 45 rebar Rebar: ASTM A615 Grade 60 13'4" 160" 2 43 rebar 2 45 rebar Wire: ASTM A510 14'-0" 168" 2 43 rebar 2 45 rebar Concrete Strength: 3500 psi Additional lengths available by special order Average Self Weight: 33 plf Finish: Grey Block 8" PRESTRESSED U—LINTELS STANDARD LENGTHS OVERALL LENGTH TOP STEEL BOTTOM STEEL 14'-8" 176" NONE 2 -7/16 strand 151 411 184" NONE 2 -7/16 strand 17'4" 208" NONE 2 -7/16 strand 19'4" 232" 2 -7/32" wire 2 -7/16 strand 211 411 (256") 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar 22'-0" (264") 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar 24'-0" (288") 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar Additional lengths available by special order Rebar: ASTM A615 Grade 60 Wire: ASTM A510 Strand: ASTM A416 Grade 270 Concrete Strength: 6000 psi Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 plf Finish: Grey Smooth Form I WWW. CASTCPETE. COM 78" OJ0 75,• 14 58 lql d tiIML 141100 li G —I a 5 1/2" D 2012 Cast -Crete Corporation PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813)205-2494 ti < L- 017— O TNN LL Ll Q � � 11. nn L LU -mN LL PROVIDED BY: 1385 OAKFIELD DR BRANDON FL 33511 813.313.0045 CE .. ILL a < DATE: 7/8/2019 SCALE: 1 /4,,_ 1 1_011 SHEET: D-3 H tSi w a w� J mQ Cp O >- } w w 0 w CD z AA\/I%r% /1 A r%1 r It !rA IT ELEY. FRONT ELEVATION 3/a") SOUTH YVE5T EXP05URE 6X6 P.T POST ra CEMENTITIOUS FINISH 1, + W05 WQ5 D06 i ELEY. REAR ELEVATION 11 1/4") NORTH-EAST EXF05URE 12 6 TAB ASHPALT SHINGLES CEMENTITIOUS FINISH W05 W05 ELEY. LEFT ELEVATION 114° ) NORTH- NF-5T EXF05U RE I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813) 205-2494 H fZ W Q W J Cq [a H Q tu } to to pL } Lu 1— Q QC W ca z - Lu �} LL- < Lu T- Lu O T 14- DL In Lu N v— tx, ui PROVIDED BY: 1385 OAKFIELD DR BRANDON FL 33511 813.313.0045 DATE: 7/8/2019 SCALE: A5 NOTED SHEET: ELEY. RIGHT ELEVATION 1/4SOUTH-EAST EXP05URE 0-4 -'A'a 51 v—, 46,� kl N4 Mm� -L i A 1,, WN-ft- 1 111111pop�—.0 TOW �pl- ,7 M �� ! 41F E Aa 'N�� VE A q n�w IMM PH- M"A -gpa g- R P, 4� -K fS, 5-, eS -vi a,� �7� A —26 "k 3" z, t, oO ww I m 9. 0 � ml amlim LVI I I ki F� al � Wlklu I �Akw = mi Nwils wimom MrAkTAhl 0 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) 5IMP50N - 6X6 POST HP50N J210-2 ATTIC SF 1238 13.00 4.1.26.7. - 144 594.24SI 54.24 DIVIDE 2 -- 27.12 SI UPPER & LOWER VENTILATION RE `D LF OF GAF C'.a RIDGE 18 SI PER LF FLORIDA PRODUCT APPROVAL# 15,267-65 OR .,. SI NET FREE i. FLORIDA PRODUCT APPROVAL# 2947-69 AND # t --FLORIDA PRODUCT APPROVAL # 12505.1 n•: l DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS TEMPERED FIRE D01 16070 1 1 16070 192 " 84 " 192"X84" GARAGE-C31-SOLID PRE-CAST208" 1 3/4" D02 1668 1 1 1668 R IN 18 " 8011 20"X82 112" HINGED -DOOR PO4 2X6X23" 2 1 3/8" D03 1868 1 1 1868 L IN 20 1/8 " 80 " 22 1/8"X82 1/2" HINGED -DOOR PO4 2X6X25 1/8" 2 1 3/8" D04 2068 1 1 2068 L 24 " 80 " 24"X80" SHOWER -GLASS SLAB 1/2" YES D05 2068 1 1 2068 R IN 24 " 80 " 26"X82 1/2" HINGED -DOOR PO4 2X6X29" 2 1 3/8" D06 2468 1 1 2468 L EX 28 " 80" 30"X83" EXT. HINGED -GLASS PANEL PRE -CAST 36" 1 3/4" YES D07 2468 1 1 2468 L IN 28 " 8011 30"X82 1/2" HINGED -DOOR PO4 2X6X33" 2 1 3/8" D08 2468 1 1 2468 R IN 28 " 80" 30"X82 1/2" HINGED -DOOR PO4 2X6X33" 2 1 3/8" D09 2668 3 1 2668 L IN 30 " 80 " 32"X82 1/2" HINGED -DOOR PO4 .2X6X35" 2 1 3/8" D 10 2668 2 1 2668 R IN 30 " 8011 32"X82 1/2" HINGED -DOOR PO4 2X6X35" 2 1 3/8" D 11 2868 1 1 2868 L IN 32 " 80 " 34"X82 1/2" HINGED -DOOR PO4 2X6X37" 2 1 3/8" D12 2868 1 1 2868 R EX 32 " 8011 34"X83" EXT. HINGED -SLAB PRE-CAST40" 1 3/4" YES D13 3068 1 1 3068 L EX 36 " 8011 38"X83" EXT. HINGED —DOOR E21 PRE-CAST48" 1 3/4" D15 4068 2 1 4068 L/R 48 " 80 " 50"X82 1/2" 4 DR. BIFOLD-PANEL 2X8X53" 2 1 3/8" D16 5068 1 1 5068 L/R IN 60 " 18011 62"X82 1/2" DOUBLE HINGED -SLAB 2X8X65" 2 1 3/4" WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER MANUFACTURER W03 2850SH 2 1 2850SH 32 " 60 " 33"X61" SINGLE HUNG PRE-CAST40" MI W04 3042SH 2 1 3042SH 36 " 50 " 37"X51" SINGLE HUNG PRE-CAST48° MI W05 2850SH 4 1 2850SH 32 " 60 " 33"X61" YES SINGLE HUNG PRE-CAST40" MI STANDARD LENGTHS OVERALL TOP BOTTOM LENGTH STEEL STEEL 3'-0" (36") 2 -7/32" wire 2 -#3 rebar 3'-4" 40" 2 -7/32" wire 2 43 rebar 3'-6" 4211 2 -7/32" wire 2 43 rebar 4'-0" 48" 2 -7/32" wire 2 43 rebar 4'-6" 54" 2 -7/32" wire 2 43 rebar 4'-8" 56" 2 -7/32" wire 2 43 rebar 5'-4" 64" 2 -7/32" wire 2 43 rebar 5'-10" 70" 2 -7/32" wire 2 43 rebar CA" 72" 2 -7/32" wire 2 44 rebar 6'-6" 78" 2 -7/32" wire 2 44 rebar 6'-8" 80" 2 -7/32" wire 2 44 rebar 3IMP50N 7'-4" 88" 2 -7/32" wire 2 44 rebar 4U210-2 7'-6" 90" 2 -7/32" wire 2 44 rebar �y 8'-0" 96" 2 43 rebar 2 44 rebar x 8'-8" 104" 2 43 rebar 2 44 rebar C'4 9'-4" 112" 2 43 rebar 2 44 rebar p_ 10'-0" 120" 2 43 rebar 2 44 rebar 10'-6" 126" 2 43 rebar 2 44 rebar q 10%8" 128" 2 43 rebar 2 45 rebar 11'-41' 136" 2 43 rebar 2 45 rebar 12'-0" 144" 2 43 rebar 2 45 rebar 13'-4" 160" 2 43 rebar 2 45 rebar 14'-0" 168" 2 43 rebar 2 45 rebar Additional lengths available by special order 18" PRESTRESSED U—LINTELS 75.. � 8 75.. 8 11,. 51., 11.. 4 8 4 — TOP STEEL — PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813) 205-2494 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. °- 1 BOTTOM 2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO t STEEL UsMANUFACTURERS SPECIFICATIONS. W1 ° a ° 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT 51/2"LONG NOTCH= PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING EACH END CALCULATIONS. Rebar: ASTM A615 Grade 60 Wire: ASTM A510 Concrete Strength: 3500 psi Average Self Weight: 33 plf Finish: Grey Block STANDARD LENGTHS OVERALL LENGTH TOP STEEL BOTTOM STEEL 14'-8" 176" NONE 2-7/1 strand 15'4" 184" NONE 2 -7/16 strand 17'-419 208" NONE 2 -7/16 strand 19'-4" 232" 2 -7/32" wire 2 -7/16 strand 21'-4" (256515) 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar 22'-0" (264") 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar (288") 2 -7/32" wire 2 -7/16 strand 2 - #4 rebar Additional lengths available by special order Rebar: ASTM A615 Grade 60 Wire: ASTM A510 Strand: ASTM A416 Grade 270 Concrete Strength: 6000 psi Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 plf Finish: Grey Smooth Form 75., 78.. %11„ 51.. 11 1,4 8 4 1 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. 5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. 6. ALL ROOF TRUSSES AT 2411 O.0 7. TRUSS OVERHANGS TO BE 12" U.N.O 8. TRUSSES MANUFACTURED BY (TBD) j BOTTOM STEEL 9. ROOF PITCH: 6:12 � '� 10. LVL / MICROLLAM / OTHER BEAMS SHALL BE SIZED AND 4 a PROVIDED BY TRUSS ENGINEER 5112" LONG NOTCH EACH END T_— _O tr AL Q � J trl rp Q �— W O >' W } W w r� Q W CD z w w LL LL OLU O N PROVIDED BY: 1385 OAKFIELD DR BRANDON FL 33511 813.313.0045 Lr Cr LLr F DATE: 7/8/2019 SCALE: 1 /4''=11-011 SHEET: 0-6 ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION Ceiling Fan RVentilation Fans: Ceiling Mounted, Wall Mounted 0 g ® U Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture Fluorescent Light Fixture 240V Receptacle WPp GFCO 110V Receptacles: Duplex, Weather Proof, GFCI WP34 $ $ $ Switches: Single Pole, Weather Proof, 3-Way, 4-Way DMT $ Switches: Dimmer, Timer AV Control A$ Audio Video: Control Panel, Switch 5P 5P Speakers: Ceiling Mounted, Wall Mounted C5g CWTg TV Wall Jacks: CATS, CAT5 + TV, TV/Cable g Telephone Jack �7- Intercom Q Thermostat El Door Chime, Door Bell Button O/ D CO/SD COMBINATION CO2 / Smoke Detectors: Ceiling Mounted, Wall Mounted ® EP Electrical Breaker Panel ELECTRICAL LOAD CALCULATION DISCLAIMER: THE ELECTRICAL LOAD CALCULATION PROVIDED HEREIN IS SCHEMATIC ONLY; IT IS TO BE USED BY THE CONTRACTOR FOR THE PURPOSED OF BIDDING AND PREPLANNING ONLY. ACTUAL ELECTRICAL LOAD CALCULATIONS SHALL BE REQUIRED TO BE Drjt+erItl �r Oven l �. Cooktop Store or Range WaterHeater.� O v Dis h washerrj t2 Disposal �0v Other Additional Appliance(s) I p Sec. #2 Sub-TotaI rim First 10,000 VA @ 1 0% =' Adjustment 40% of Remainder QQ SourceSingle OR OR Heating Unit with Sup, .,- - OR Heat Pump Sup. Elect beat OR Central Elect -Heat GROUND RODS UNDERGROUND METER HUB SUPPLIED BY POWER COMPANY I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) MAIN PATRICKA. SULLIVAN BREAKER ARCHITECT, LLC AA26002687 BOX 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813)205-2494 UNDERGROUND CONDUIT SUPPLIED BY PROPERTY OWNER TO ELECTRIC COMPANY FEEDER LINE. ELECTRIC RIBER NOT TO SCALE 0 1 1 0 M `_' 'rr■ram rr 0 �s CO/SD \ 11 CE BEDROOM 3 CIA CO/SD nrl A/C (WH CONDEN5ERMECr I \ AIR I o HANDLER I � / / / GARAGE R ELECTRICAL METER I I I I 150 AMP MAIN ELECTRICAL PANEL IN a a HB WP KITCHEN DINING / F I I f II I \ I I � I I \ L _ J COORDINATE W/ LOC. OF 15LAND \ I \ I \I WP I I I PORCH � � I / COORDINATE W/ LOC. OF TABLE GENERAL NOTE5: 1. GC TO VERIFY ALL ELECTRICAL FIN15HE5 AND ACCE55ORIE5 PRIOR TO ORDER / IN5TALL, TYP. 2. GC TO COORDINATE WITH ELECTRICAL CONTRACTOR AND OWNER PRIOR TO ELECTRICAL ROUGH IN. 3. GC, ELECTRICAL CONTRACTOR, AND OWNER SHALL CONDUCT PRE - ROUGH IN WALK THROUGH, IN ORDER TO 5PECIFY ANY 5PECIAL ELECTRICAL REOUIREMENT5 z O QL w Q �- w �Q w 1- �w > > w rzw 0 w m z GAEBALE I$ FIRST COMMON RUSS ®2 E 41CH BLOCKING. SEE ELEVATION FOR FINISHES ON 1/2" COX PLYWOOD W/5d ® 6"O.C. EDGE5 (I) 5IMP50N 5P1 i6@ TOP*PLATE. BLOCK MIDHEIGHT. 2"X 6" PT PLATE W/I/2"X 8" J-BOLT ®48"O.G. (2) 16d TOENAILS —\ INTO EACH LEDGER. 2 "x 4" BLOCKI N6 SPACED ® 48" 0/0 4 TRUSSES (TOP CHORD) —2"x 4" LEDGER. (2) 12d TO EACH 7RU55 NEB. (2) 2 "x4" D I A6. BRAG I N6 SPACED ® 32" 0/C (5) 8d NAILS INTO GABLE END STUDS. PRE-EN6. COMMON 7RU55E5 @24"O.G. (I) SIMPSON HETA20 ®32" R•35 IN5UL. (MIN.) O/G RUN UP STUDS. (I)51MP50N 1/2" GYPSUM DIAPHRA 5P1 @ EVERY OTHER STUD. 5d COOLER NAILS @ E A SA5LE5EC71ON S2 SCALE: N.T.S. 2"x 6" L- BRACE ATTACHED W/ 16d NAILS (2)2 "x 4" DIAGONAL BRAG I N6 4" O/G TYPICAL ATTACHED W/ (5) 8d NAILS GABLE TRUSS WEB 5L ENO I CONAL A77 C 1�1 N7 SCALE: N.T.S. nr--ll1,,A1h1 I nl7 GROUTED GE u C DOWEL LAPPE W/WALL REI ON71 NUN 1 I NCO � N 1:7A L SCALE: N.T.S. '1�117�AIAI 1 An SCALE: N.T.S. mo- PRE-ENGINEERED WOOD TRUSSES AT LEAST ONE TRUSS OVERLAP SPACE INIMUM (2) 126 PER JOINT MINIMUM I"x4" TRU55 BRACING A�r V=I ICI r= Ao- 11\Io I=lr� A II /-1%NL t'IU1G E AL N i I L S2 SCALE: N.T.S. TRU55 BOTTOM CHORD OR H2.5 SIMP50N OR HGDP U.S.P. INSULATION 2" X 4" BLOCKING W/ 2 - 16d TOE NAILS ® EACH END NOTE: 2 - 16d NAILS @ -� 24" O.G. OR EQUAL TO H2.5 5IMP50N OR HGDP U.5.P. DOUBLE TOP PLATE 7RU55 BOTTOM CHORD OR BLOGKIN6 CAN BE USED UN LIEU OF 51 M50N 5TC STRAP 2" X 4" 57UID 16" O.G. (1) ROW 2X4 BLOCKING ® MID HGT. FOR WALL H6T. { 5'- 6". (2) ROWS 2X4 BLOCKING 3rd P75 FOR WALL HGT. > 8' - 1/2" DRYWALL 1/2" cP X 8" ANCHOR BOLT ® 24" O.G. W/ 2' (P X 3/16" PLATE WASHER (TYP.) H2.5 SIMF50N OR HGDP U.S.P. 2" X 4" PT PLATE SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" X PLATE. If as a (2)#5 CONT. SCALE: N.T.S. 12" 1.3'-C " 5HIN6LE5 / TILE TO BE FASTENED AS PER MANUFACTURERS SPECIFICATION FOR WIND SPEED. CONTRACTOR TO PROVIDE MANUF. DOCUMENTATION TO INSPECTOR. 5/8" COX OR Icl/32" OSB 5HEATHING FASTENED TO TRUSSES W17H 8d COMMON WIRE NAILS ® 4"0/C BOUNDARIES&" O/C EDGES 4 5" O/C FIELD 1/2" GD (CEILING DENSITY BOARD) W/ i 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CL6. $ 8" O/C, WALLS IX P.T. NAILER 5TD. cf0° HOOK SEE DETAIL TH15 SHEET R4.2 MIN. INSULATION ON EXT. BLOCK WALLS IX WD FURRING @24" O.G. 1/2" 6YP5UM WALLBOARD U.N.O. 2.G. z IX P.T. BASE NAILER BASEBOARD H2.5 SIMPSON OR HGDP U.S.P. �- INSULATION 2 X 4" TOP PLATE 2" X4" STUD ® 24" O.G. MAX. ,LL LTI X - CF DUAL ® 12" FRED FROM TO CONCRETE PLATE 6" X 6"- W1.4 X W1.4 OR FIBER MESH ON (o MIL VAPOR BARRIER OVER GLEAN COMPACTED TERMITE TREATED FILL TIAL IN7IO NON IN67 7A SCALE: N.T.S. PRE-ENGINEERED WD TRU55 @24" O.G. U.N.O. GRANGE PEAL AND 5TICK UNDERLRYMENT z-KNOGK-OUT BLOCK NI(I) #5 R-5a MIN. INSULATION HURRICANE ANCHOR © EACH TRUSS (SEE UPLIFT SCHEDULE) SHINGLES OR CONCRETE TILE 5HIN&LE ROOF 5Y57EM TILE ROOF SYSTEM 1/2" COX OR 17/52" OSB RADIANT BARRIER SHEATHING FASTENED TO 7RU55E5 WITH ad COMMON WIRE NAILS @ 4"O/G BOUNDARIES&" O/G EDGES 4 all O/C FIELD DRIP FASCIA BOARD • �• ••_ -, - • -. ; • - Milli Ilil� NEI MEN MINE Milli 1111100 NEI MEN Milli ■mill MINE �1181 Ilil� FILLED CELL W/ (1) #5 VERTICAL 8"XS"XI&" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED N07E5: SEE FDN. PLAN FOR LOCATION W/ 25CO P.S.I. CONCRETE O FILL LINTEL AND ALL CELLS ABOVE LINTEL. 2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. all G.M.U. TYPICAL 4 3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. TYPE "S" MORTAR OPENIN65 LESS THAN OR EQUAL TO &'-O" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT DECORATIVE COATING UNLESS NOTED ON FLOOR PLAN. 7 1 CAL L I N7L AML (�L (1) #5 VERT. REBAR IN FILLED GELL5. 5EE FOUNDATION PLAN FOR LOCATION. 8" G.M.0 WALL w/ DURO-WALL HORIZONTAL WALL REINFORCEMENT AT EVERY 2nd. COURSE GONT. 4"X4 INSPECTION PORT AT EACH FILLED CELL TYPICAL MIN. 5000 P51 z GONG SLAB &X& W1.4XW1.4 WWF _ HEADER BLOCK U.N.O. U) N LAP SPLICE or \/� \ E O # GRADE , 6 MIL VAPOR BARRIER NOTES: 1. FILL ALL CELLS GLEAN POISONED AND COMP. x" ' \// /% // • Z - WHEN STEM WALL 15 SOIL. (Q5Y MODIFIED PROCTOR '�. �.\\\�j\�/ BETWEEN 24" AND PER A5TM D 1557) 40 IN HEIGHT ABOVE GRADE. 5TD. q0° HOOK (2) #5 REBAR GONT. MIN. GL (SEE DETAIL) 2. FOR STEM WALLS ON 3" CHAIR ol 16 GREATER THAN 40" HI6H- CONSULT ENGINEER SCALE: N.T.S. Ix P.T. BASE NAILER BASEBOARD &x& W1.4xNI A WWF 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL N STD. q0° HOOK (, EE DETAIL) - Z_ SCALE: N.T.S. 2"x 5TUD5 a 16" O.G. 8" G.M.U. LOAD BEARING Of EXTERIOR WALL I 1 = �-SINGLE 2"x P.T. STUD I&d NAILS 16" O/C TYP. l a V A. 6 MIL VAPOR / a °\/� z BARRIER MIN. GLi GLEAN P015ONE17) AND COMP. (2) #5 REBAR CONT. I SOIL. (COMPACTED TO 1 f 5% MODIFIED ON 3" CHAIRS TYP. 16 PROCTOR ASTM D1557) U.N.O. CONTRACTOR TO PROVIDE 501L TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEW. AL.7 N71= 1�IONO 007IN SCALE: N.T.S. NOTE: SEE SECTION C/52 FOR ADDITIONAL INFORMATION SIMPSON 5P4 CONNECTOR 2 "x PLATE (2) #5 GONT SCALE: N.T.S. (1) ROW 2x 5LOGKIN6 FOR WALL H6T..8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 1/2"0 WEDGE TYPE ANCHOR BOLT ® 24" O.G. W/4" MIN. EMBEDMENT all I 16" 18" NOTE: HILTI 1/2"cP KWIK BOLT 11 W/ 6" EMBEDMENT MAY BE USED IN LIEU OF ANCHOR BOLTS. SCALE: N.T.S. 17 CELL ® 24" ' NCHOR SEE FLOOR PLAN FOR HEADER CONN. 2-ROW5 I&d NAILS STAGGERED 16" O/C EACH FACE OR 3-ROW5 16d NAIL5 STAGGERED ® 16" O/C FOR 2"xIO" OR GREATER HEADER SEE FLOOR PLAN FOR HEADER SIZE 2"x4„ CRIPPLE (1)2"x4" STUD TRIMMER TYPICAL STUD (TYP.) SEE FLOORPLA FOR SEE FLOOR PLAN FOR COLUMN CONNECTION 51ZE } i P.T. BOT. PLATE UPLIFT CONNECTIONS REQUIRED AT LOAD BEARING WALL5 ONLY ALL �4A r�)7 I SCALE: N.T.S. DOUBLE IOd -:�)St„ TOP SPLICE NOTE: V/ PLATE LEN67H5 MU57 BE SCALE: N.T.S. IOd ® 8" O/C BOTTOM SPLICE OVER STUD z O CL v W A } Cp W J CD N Q N } Lu W W Q W CCl Z V I LU A < to Z 3 O — � N V tu 3: n +sue t iL ~mLu N 7— lO V PROVIDED BY: 1385 OAKFIELD DR BRANDON FL 33511 813.313.0045 335 e Not-, LL DATE 7/8/2019 SCALE: SHEET: 5-1 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT 12 TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) (TYP) SFOR EE SLOPE PRE-ENGINEERED WOOD TRU55E5 9 24" O/C -- BLOCK WALL BEYOND WINDOW AS SCHEDULED PRE -CAST GONG. SILL EXPANSION JOINT PATRICK A. SULLIVAN UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.M.U. ARCHITECT, LLC O.H.D. REGE55 AA26002687 DOUBLE 2"x4" TOP PLATE ALUM. SCREEN 8910 N. DALE MABRY HWY 6X6 W1.4XW1.4 WWF SUITE 22 OR F I'4XNI SH ROOM BY OTHERS TAMPA FL 33614 2"x4" #2 5YP STUDS @ 16" O.G. o „ - o PATIO ( ) 400— ° 813 205-2494 ° D GRADE 1/4"ANCHOR5 CRICKET AS REQUIRED r �/ ° ��� _ ° ° O PERMANENTLY Z /� nI INSTALLED 2 "x PT WINDOW BUCK (150 MPH WIND) \ PASTNER SPAG I NG (INCHES) A B I x PT WINDOW BUCK (< 120 MPH WIND) SEE ATTACHMENT DETAIL THIS SHEET 4" g" 01 (I) #5 CONT. SIMPSON SP4 (g� EA. STUD IE LU (2) #5 CONT. 1 -`+ FAST PANEL 4 PEET S FEET A IV SPAN SPAN SPAN O O 5/8" GDX I II -� 4 FEET 6 FEET 5 FEET LU FASTENEI g A6E 00 E�E55 C I Iv O 5 71 ON rD--� 7 . 7� I C Iv� 5LA 6 CA BOUNDAR S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. N o o Z 0 FIELD NOTi } _ _ = NO. 8 WOOD SCREW BASED LU ATTACH WINDOW PLANGEIFRAME TO BUCKS PRE CAST TRUSSES SEE UPLIFT SCHEDULE ANCHOR WITH 2 INCH SIMPSON 5P4 @ EA. STUD EMBEDMENT LENGTT O O LU WITH MIN #8x2 %2' WOOD SCREW ® 5" O.G. OR LINTEE OR 2"x P.T. PLATE MAIN SPAN ROOF TRU55 AS REQUIRED BY WINDOW MANUFACTURER TO CONCRETE TIE lLl BEAM TOP COURSE MEET REQUIRED WIND PRESSURES. © O 0 1/2"0 WEDGE TYPE ANCHOR PRECAST LINTEL (W/(I) 8"X8"X16" GONG. #5 CONT. FOR OPENINGS K,O. BLOCK W/ NO. 10 WOOD SCREW BASED BOLT @ 24" O.G. W/4" MIN. UPLIFT CONNECTOR „ EMBEDMI=NT (SEE SCHEDULE) GREATER THAN 6 -I .5EE IX6 PT • P#5 REINF. CONT EMBEDMENT LENGHTH PLYWOOD PANEL W PLANS FOR ADDITIONAL pa * ft, U- REQU I RED REINFORCEMENT. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. PRECAST GONG. � AND PILLED W/ 2500 PSI CONCRETE WINDOW BUCK LINTEL W/ PLYWOOD HURRICANE PANELS • REINFORCING 1 /4 INCH LAG 50REW BASED z ALUMINUM WINDOW ANCHOR WITH 2 INCH 1 #5 VERT. IN GONG, FILLED CELL TEMPERED DOOR TRACK EMBEDMENT LENGTT W/ STD. cl0° HOOK IN K.O. BLOCK 6LA55 (SEE FLOOR PLAN) A N0\/®N OPENING 4" CONCRETE-5LAB W/ NOTE: I) FASTENER SIZE - 4 INCH DIAMETER S3 6"X 6" WI.4W1.4 WWF USE GLEAN, POISONED AND 2) FASTENER LENGTH -MUST GO 2 INCHES DEEP INTO THE WALL SCALE: N.T.S. 5) FASTENER SPACING - NO MORE THAN 16 INCHES APART CAULK @F=A. WINDOW COMPACTED SOIL TO BE COMPACTED TO q59/6 4) FASTENERS - MUST BE VIBRATION- RE515TANT $ PERMANENTLY INSTALLED 20'-0"MAX. 20'-0"MAX. PRECAST GONG. SILL MODIFIED PROCTOR ASTM 5) - FA57ENER5 - MUST BE CORROSION RF-515TANT D 1557 "X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD t ° BRAG I NG I "X4" MIN. PLYWOOD HURRICANE PANELS SET TRACK IN =• d• A •d WOOD STRUCTURAL PANELS WITH A MINIMUM THIGKNE55 OF 7/16" _ _ _ _ 2X4 MIN PT BUCKS A FULL BED z ' INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED ATTACHED TO MASONRY W/ OF CAULK NOTE: INSET TRACK FOR OPENING PROTECTION IN ONE AND TWO STORY BUILIDIN65. •A A FROM OUT5IDE FACE PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE — — — — J 16"cGx24 " MIN. EMBEDED TAPCON OF BLOCK O WI MASONRY SCREWS AT 8" O.G. NDW OW OPENINGS WITH ATTACHMENT HARDWARE PERMANENTLY O MAX AND AT 4" FROM (2) #5 CONT. INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE CORNERS. SET BUCK5 IN 51DE5 OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE GONTNUOUS SEALANT BED GHUTTER5 INSIDE THE OPENING. LU I A U I G ---- m 7I�L SE7ION SLIIN 0LA55 O F z I NCO^ A7iA�HMEN7 E7A I L 7� U J N O H O® BEC,7I ON I U I CANE A57ENE SCHEDULE PANEL E7A I L ---- S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. — — — ARROW INDICATES 20" MIN. LAP . (1 LONG DIR. OF PLYWOOD V 3 OR #4 RE I NPORG I NG BAR LU U— GABLE END BRACING ® Gayle overhangs tap to 2 felat (61C mm) is Width complying, With figure R609A.5shall be •� ,. nn 4'-0" O/C MAX FOR #3 & #4 LAP SPLICE '' '' permitted. V l FIRST (4) ROWS OF TRU55E5 < (2) 2"x 4" BRACING @ 52" O,C. SEE DETAILS. L Pressure treated 2 x 4 at 24 in. Hoof sheathingLU E 0® � I NO N 25" MIN. LAP (610 mm) o.c., rna S3 SCALE: N.T.S. # CAI 51 MP50N MMT515 W/ 5 REINFORCING BAR ' • (4) 1/4" x 1 1/2" TAP- 05 LAP SPLICE in. 610 rnm ..� � in. 0 rr m LU CONS INTO TIE BEAM � ' L-1�1"-S'� o , max. Ci�rerh�n� " 211X6, roof s ° : ° .�;� 36" MIN. LAP �'infnrc�d � � n FACIA concrete raise beam x � u— " " u Vertical reinforcement � in. 1 mm LU ::,, : • 6 REINFORCING BAR 2 x 4 COLUMNS W/ (1) ROW 2 x 6 OR 2 x S COLUMNS W/ (2) ROWS and i iced + minimum death) A.ro LAP SPLICE OF 5TAGGERED 16d COMMON WIRE NAILS OF 5TAGGERED 16d COMMON WIRE NAILS , V *1`(D = 0.162", L = 3 1/2") (D = 0.162", L = 5 1/2") with rake beam OUTLOOKERS reinforcement 4A A _ ° @24" O.G. NOTES: I) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA. I f o :•.> OPPOSITE SIDES OF THE COLUMN x 5 /2" LAG'SCREWS OR EQUAL 2) ALL NAI L5 PENETRATE AT LEAST 5/4 (SPACE AS SHOWN FOR 3-PLY)masonry wall Grout OF THE THIGKNE55 OP THE LAST Grout, a required---` #5 REINFORCING BAR LAMINATION 5) FOR 5-PLY, PROVIDE 1/4 DIA. top 3) FOR 3-PLY, COLUMN SHALL BE x 7" LAG SCREWS OR EQUAL location PROVIDED BY: GABLE END 7RU55 (SPACE A5 SHOWN FOR 3-PLY) 1385 OAKFIELD DR TYPICAL HUS INSTALLATION RETROFIT-MTS ANCHOR (WEBS REMOVED RADIUS = I-7/8 NAILED AS 5HOWN FROM EACH SIDE 6) REFER TO ND5 SECTION 15.3 FIG I�.4.,5 BRANDON FL 33511 FOR CLARITY) (ONE INTO EACH OU75IDE FACE OF FOR ADDITIONAL INFORMATION tE68A3til 813.313.0045 B.U.G., SAME NUMBER OF ROW5, GABLE SAME SPAC I NG) z ° X = IOd COMMONS OR Sd RING 5AHNK (g 40-C. ON EACH SHEET OF PLYWOOD °° e o O = IOd COMMONS OR ad RING SHANK ® 60•0. ON EACH SHEET OF PLYWOODJACX F057 NA I L I N 7A I L M L O `�! HAN 7A I p = 10d COMMONS OR 56 RING 5HANK @ 8"O.C. ON EACH SHEET OF PLYWOOD S3 SCALE: N.T.S. S3 SCALE: N.T.S. nCn A LE NAILIN& 5CHE ULE K#5 57 . �00 HOC E7AI S3 SCALE: N.T.S. S3 SCALE: N.T.S. TYPICAL META / HETA INSTALLATION TYPICAL HT5 INSTALLATION 5TD. ci00 HOOK RIDGE LINE BOND BEAM ++++ ++++ 2"x BUILT-UP COLUMN GIRDER TRU55 + ` ` + + + . + ++++ + + ++ SIMP50N HTT TYP. +*+*+*++ *+*+*+*+ w INT. HEADER SCHEDULE FILL EVERY ++++*+++ ++++++++ CONT. #5 BAR ++++ ++++ NAIL HOLE ++++ ++++ ++++ ++++ EVERY NAIL W/16ci NAILS +*+*+*+* ++++++++ OPE G HEADER ++++ ++++ o HOLE W/ 16d NAILS 2X TOP PLATE + 4� +4+ ++*'+*� ° ° .a +: �+ ° ° UP TO 3'-4" (2) 2" X 6" DATE 5/4"(P THRU +++++++ RIDGE LINE *+*+++++ BOLT ++++ ++++ 5/5",Vx8" "J" BOLT OR �- + + + + + + + + 5/S"0 WEDGE ANCHOR + + + + + + + + + + + + + + + + 3'-5" TO 5'-4" (2} 2" XS" 7�8�2�19 FILL EVERY ++++++++ `+++++++ W/ MIN. 5" EMBEDMENT NAIL HOLE ++++++++ ++++++++ +++ ++++ W/16dNAILS ++++ ++++++++++++++++.+++++ ++++ ++++ +++++ ++++ +++++++++++ ++++ o ++++ ++++++ ++++++++++++++++. ++++ 5'-5"TOS'-6" (2)2"X10" ++++ ++++++ ++++ +++++++++++ ++++ 2 X B.U.G + + + + + + + + + + + +++++++++ +++++++++++++++++++++++++ ++++++++ ++++ +++++++ SIMPSONHTTTYP. ++++ +++++++++ ++++ +++++++++++++ ++++ 5C HEDULE- 148 mph ZONE (MAX) 8'-7" TO 12'-6" (2) 2" X12" (I)#5 VERTICAL TO TOP + + + + , + + * + + 8d RING SHANK OR 1 Od COMMON NAILS ® 4" O/G ad COMMON NAILS ® 6" O/C OF BOND BEAM STEP-- rFICAL 51MPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL +++++++++++++++++++++ ® GABLE END WALL OR OR BUILDING END ZONE ad COMMON NAILS g12" O/C + + + + + + + + + + + (INTERMEDIATE) U L I 7 �0NNEC,,7I0N5 A7 SHEET: N 7f= I CAL ANKH® ETA I L5 0 SHEEA7HINS NAIL f=A77E N5 P MA50N ALL 57E rQ- LOA SEA I NCS LL S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. 5-2 L _ll-I_ I I I I I I I - 1_- 1- - 1-I- ----- I 11'I I I1 11' r,! 1111'C 114111111 V111111111l1 .11 TI I , I. I 1 ' '_h _. 1';' - I -- _ -__ -- - -___ -- - - - - - -- - - - - -- - _. - -_ -.- --- - __ _ __ -, .. _ _�,�, SPECIFICATION GUIDELINE Note: The purpose of this Guideline Specification is to establish a minimum performance standard for the basic Architectural requirements building components. In certain instances pre -established building standards or Owner directed use of a particular product or system may supersede the requirements of this specification. Not all sections of this guideline specification may apply to a particular project or scope of work as described on the Architectural Coversheet and throughout the construction documents. This specification may contain certain project -specific information necessary for proper bidding and construction. The contractor (and their subcontractors) shall familiarize themselves with this specification prior to submission of bid or commencement of the Work. Any questions regarding the contents of this Guideline Specification shall be directed to the Architect in writing. DIVISION 1 - GENERAL REQUIREMENTS A. Related Documents: 1. Drawings and General Provisions of the Contract apply to work of this Project and Specifications. 2. All product manufacturer's specifications and design dimensions, whether indicated on the plans or not, shall be included as part of this drawing package. 3. Patrick A. Sullivan, Architect, LLC will not be responsible for vendor engineered drawings or drawings produced by engineers not under contract with Patrick A. Sullivan, Architect, LLC. B. All work shall be done in accordance with the following: 1. Building: Florida Building Code, 2017 Edition (RESIDENTIAL IF APPLICABLE), The Florida Building Code, Building. 2. Electrical: Florida Building Code 2017, Electrical and National Electrical Code, 2014. 3. Plumbing: Florida Building Code 2017, Plumbing, 4. Mechanical: Florida Building Code 2017, Mechanical. 5. Fuel Gas: Florida Building Code, Fuel Gas. 6. Florida Fire Prevention Code 2017. 7. 2017 Florida Accessibility Code for Building Construction 8. All Federal, State and Local codes. C. Base Information: 1. This drawing package is based on documents, specifications and related information provided by the Lessee, Owner or Owner's Agent. Patrick A. Sullivan, Architect, LLC will not be responsible for the accuracy of the information (i.e. blue prints, as -built drawings, CADD files) provided by other sources. D. General Requirements: 1. The Contractors shall be responsible for familiarizing themselves with the intent of the P 9 drawings, final interpretation of the scope of work, building standards, schedules and deadlines prior to bid submission and/or commencement of the work. The Contractor shall further be responsible for advising the Owner or Owner's agent of all long lead time items affecting the Project Schedule and shall upon request from the Owner or Owner's agent, submit order confirmations and delivery dates for such long lead time items to the Owner or Owner's agent. 2. The Owner or Owner's agent and Contractor shall be responsible for all phasing of the work. 3. The Contractor shall be responsible for field verifying all existing work or items which are to remain, and determining whether or not it can be repaired and/or reconditioned to match and blend with new materials and components. 4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum period of one (1) year from the date of final payment by the Owner for all work under the Contract, or for the period of warranty customary, or stipulated for, the trade, craft or product, whichever is longer. 5. Disruptive or potentially hazardous construction activities shall be coordinated to occur after normal office hours, so as to minimize disturbances to building occupants. Landlord and tenants shall be notified prior to such activities that would include, but is not limited to, the x-ray of existing post tensioned floor slab and floor core drilling, if required. 6. The Contractor shall coordinate with the Building Owner or Building Owner's agent for delivery to the space of all building materials, and shall arrange for usage of the freight elevator (or such elevator designated). If delivery of building materials involves the use of facilities other than the available elevators, the Contractor shall coordinate such activities in a manner that poses no hazard to any personnel within or around the building or building site. Costs to repair damage caused to the elevators, corridors or other common areas during construction shall be borne by the General Contractor. Provide Building owner 24 hour notification for any shut down of building systems, services or disruptions to building occupants i.e. fire sprinklers, fire alarm, water shut off, etc. 7. General Contractors and all Subcontractors shall verify all existing dimensions and all existing conditions in the field. Any discrepancies shall be reported to the Owner or Owner's agent and Architect. Under no circumstances shall the Contractor scale the drawings to determine the dimensions. Dimensions are shown from face drywall of gypsum board construction, unless otherwise noted. 8. Prior to bidding General Contractor is required field survey area of proposed construction to identify any building maintenance deficiencies. (i.e. lighting ballasts, lenses or diffusers, cleanliness, broken glazing, mini -blind repair or replacement, or building systems). List is to be supplied to Building Owner or Owner's agent before construction. 9. The Architect shall not be responsible for any deviation from these drawings as dated on the sheets. The Architect assumes no liability for the condition of the existing Building Shell or soundness of the existing Building Systems (roofing, mechanical, electrical, plumbing and fire protection/alarm etc.) 10. When limited scope of Construction Administration (CA) is provided, Patrick A. Sullivan, Architect, LLC and Patrick Sullivan, Architect of Record is not responsible for interpreting the intent of the Construction Documents including making modifications as may be necessary during the construction phase & that the Architect of Record is no longer liable for the work where changes to these documents have been made. E. Demolition. 1. The General Contractor or Subcontractor shall be held responsible for the removal and the proper disposal of materials and items referred to as "debris" or determined by the Owner or Owner's agent or Architect to be refused. 2. The General Contractor shall coordinate all demolition activities with the Owner or Owner's agent and shall construct visquene dust barriers and block -off return air grills, as well as filter media on all applicable mechanical equipment, as required so as to contain as much airborne debris as possible and shall utilize adhesive type walk -off mats to minimize the tracking of construction dust. General Contractor shall coordinate any power shut downs with the Owner or Owner's agent. General Contractor shall provide his own dumpster and shall obtain and include in their contract price all necessary disposal permits and fees as required by the Local Authorities. 3. Remove all specific items indicated on drawings, also remove any other items or construction as required to accomplish all new work and/or revision work to existing areas as shown or described elsewhere in the contract documents. 4. The General Contractor shall provide and install signs, all barricades, fences, safety lighting, scaffolding, and other means of protection as required to comply with all State laws, O.S.H.A. requirements and local ordinances to safeguard property, the Owner, its clientele, employees, representatives and others within the areas of construction. 5. General Contractor shall take ordinary precautions to secure and protect materials. Materials are to be relocated or warehoused as determined by Owner or Owner's agent or Architect. 6. Contractor to remove all walls shown on demolition plan from floor to deck. Contractor to remove any existing abandoned portions of walls, studs or bracing above ceiling plane. Price as separate line item. 7. Remove any existing PVC piping (drains or supply) within plenum. F. Cutting and Patching: 1. It is extremely important that the Contractor verify existing concealed conditions prior to drilling and/or removing existing concrete slabs. 2. Provide all cutting and patching in existing floors, walls, and ceilings as required for all trades, excluding removal and relocation of items shown. 3. Patch, repair, and/or replace all adjacent construction which has been damaged during demolition and/or new construction. 4. Fill and/or fill smooth all projections and voids in existing floors and walls as required for all new finish, patch work and repairs. 5. Inspect and patch existing fire rated partitions. General Contractor shall label all fire rated partitions above the ceiling line in the areas of construction. 6. Patch and repair all areas affected by demolition with the same materials and methods to match existing construction. G. Submittals: 1. Submit samples of the following items: a. Wood stain samples for doors, finished wood paneling/ veneers and/or wood base. b. Paint samples. 8 1/2 x 11 "draw downs" for every color used. c. Suspended acoustical ceiling the samples. d. All specified carpets. e. Stained concrete. f. Vinyl composition tile and vinyl base. 2. Submit complete shop drawings for the following: a. All structural items (concrete mix designs, wood trusses, steel or composite joist, metal deck, handrails and guardrails). b. Toilet Partitions. c. Millwork including all upper and lower cabinets, hardware pulls, work counters, custom reception desk, credenza. d. Fire sprinkler design. e. Inert gas fire suppression system. f. Glass door & hardware systems. g. Specialty glazing. 3. Submittals shall consist of 3 sets of product information on 8-1/2 in. x 11 in. format with all drawings to scale. Any structural submittals, shop drawings (i.e. concrete mix design, wood trusses) shall be prepared and signed by a Florida registered engineer. 4. Shop drawings and schedules prepared by others shall be reviewed for the limited purpose of checking for conformance with the information given and the design concept expressed in the contract documents and shall not be construed to be part of the Contract Documents, as the Architect assumes no responsibility for drawings, schedules and/or specifications for work on this Project prepared or accomplished by others. 5. Contractor shall allow ten (1 0) business days for the Architect/Engineer to review submitted items. Contractor is solely responsible for any project delays due to any untimely submittal of items for review not taking into account the allotted ten (10) day review time. H. Product Substitutions: 1. Request for changes in products, materials, equipment, and/or methods of construction required by the Contract Documents proposed by the Contractor after award of the Contract are considered requests for substitutions. 2. Changes or substitutions will be considered if and when: a. Proposed changes are in keeping with the general intent of the Construction Documents. b. The request is timely, fully documented and properly submitted. c. A substantial advantage is offered to the Owner or Owner's agent in terms of cost, time, energy or environmental conservation or other considerations of merit, after deducting offsetting responsibilities the Owner or Owner's agent may be required to bear. 1. Final Cleaning: 1. Employ experienced workers or professional cleaners for final cleaning. 2. Comply with manufacturer's instructions i.e. cleaning carpet, stripping and polishing of resilient flooring. 3. Complete the following cleaning operations before requesting inspection for Certificate of Substantial Completion: a. Remove labels and associated adhesive that are not permanent labels. b. Clean transparent materials, including mirrors and glass in doors and windows. c. Remove glazing compound and other substances that are noticeable vision -obscuring materials. d. Replace chipped or broken glass and other damaged transparent materials. e. Clean exposed exterior and interior hard surface finishes to a dust -free condition, free of stains, films, and similar foreign substances. f. Leave concrete floor surfaces broom clean. g. Vacuum carpeted surfaces. h. Wipe surfaces of mechanical and electrical equipment. I. Clean plumbing fixtures to a sanitary condition. j. Clean the site, including landscaping development areas, of rubbish, litter, and other foreign substances (if applicable). k. Install new mechanical air filters at the conclusion of all cleaning activities. J. Contractor's Liability: 1. Contractor hereby assumes the entire responsibility for all Work, supervision, labor and materials provided here under, whether or not erected in place, and for all plant, scaffolding, tools, equipment, supplies and other things provided by Contractor until final acceptance of the Work by Owner. The Contractor shall also be responsible at its sole cost and expense for DIVISION 4 - MASONRY I all measures necessary to protect any property or tenant adjacent to the Work. In the event A. Concrete Masonry Units (CMU) of any loss, damage, or destruction thereof from any cause, and except to the extent that 1. Grade 'N' type II hollow load bearing masonry units which conform to ASTM C 90. Owner provides Builders Risk Insurance coverage for such loss, damage or destruction at a. Net Compressive Strength Test of units = 2,000 psi. Contractor's sole cost and expense. In the event damage to the Work is covered by any b. fm =1,350 psi. coatings and in walls not exposed to weather. insurance policy provided by the Owner, Contractor will pay the deductible amount. 2. Size: 16" long x 8" high nominal: 15-5/8" tong x 7-5/8" high actual. 2. Contractor shall be liable for all costs Owner incurs as a result of Contractor's failure to 3. Type I, moisture- controlled unit. Hollow load bearing block, ASTM C90. perform this Contract in accordance with its terms. Contractor's failure to perform shall include B. Mortar and Grout. the failure of its suppliers or subcontractors of any tier to perform. Contractor's liability shall 1. Mortar shall be type 'M' or'S' and conform to ASTM C 476. include, but not be limited to: a. Portland Cement: ASTM C 150, type I. a. Damages and other delay costs suffered by Owner. b. Hydrated Lime: ASTM C 207, type S. b. Owner's increased costs of performance, such as extended overhead and increased c. Aggregate for mortar: ASTM C 144. performance costs resulting from Contractor caused delays or improper Contractor work. d. Aggregate for grout: ASTM C 404. c. Warranty and rework costs. 2. Course Grout shall conform to ASTM C 476. d. Liability to third parties including the Architect, and other design professionals under a. 3,000 psi at 28 days. contract with the Architect. b. 3/8" aggregate. e. Attorney's fees and related costs. c. 8"-10" slump. K. Indemnification: d. Fill all cells containing reinforcing with course grout. 1. To the fullest extent permitted by law, the Contractor shall indemnify, hold harmless and 3. All work shall conform to ACI 530-88. defend the owner, Architect and all of their agents and consultants, directors and employees 4. Water: Clean and potable. ("Indemnities") from and against all claims, damages, demands, losses, expenses, causes of 5. Joints: Floated smooth and even. action, suits or other liabilities (including all costs and reasonable attomeys' fees), arising out 6. Reinforcements: of or resulting from the performance of Contractor's Work under the Contract, provided any a. Reinforcing bars shall be lapped 48 diameters where spliced. such claim, damage, delay, loss or expense is attributable to bodily injury, personal injury, b. All vertical bars shall be held in position at the top and bottom and with a sickness, disease or death, or to injury to or destruction of tangible property, including the minimum clearance of 1/4" to the masonry walls and one diameter between bars. loss of use resulting there from, to the extent caused in whole or in part by any negligent c. Horizontal reinforcing shall conform to ASTM A 82. act or omission of the Contractor or anyone directly or indirectly employed by him or anyone d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-o-wall or equal at 16" for whose acts Contractor may be liable, regardless whether it is caused in part by an o.c. and shall be lapped a minimum of 6" at each splice. Indemnities. This indemnification shall not be limited in any way by any limitation on the C. Placement: amount or type of damages, compensation or benefits payable by or for the Contractor under 1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, any workers' compensation acts, disability benefits acts or other employee benefits acts. This vertical and horizontal. indemnification shall be in addition to any indemnity liability imposed by the contract 2. Masonry inspection shall be per ACI 530. documents. Contractor is obligated to maintain adequate contractual liability insurance to secure D. Masonry units and mortar ingredients shall be stored on pallets and covered with visquene. this indemnification obligation. DIVISION 5 - METALS 2. Contractor will have all subcontractors agree to indemnify the Indemnities in the same Steel Construction: (See Structural drawings for in-depth specifications) manor the Contractor has agreed to indemnify the Indemnities under Div. 1, paragraph KA. A. Light Gauge Metal Framing: 3. Contractor's assumption of liability is independent from, and not limited in any manner by, 1. General: Type of work in this section includes exterior wall and soffit framing as indicated the Contractor's insurance coverage that is required by the Owner or Owner's agent. on the drawings. The type of light gauge metal framing units include the following: L. Changes and Claims: a. One or more of the following "C" shaped steel studs (25 gauge, 20 gauge) 1. Contractor shall submit in writing to Owner any claims for adjustment in the price, schedule b. One or more of the following "C" shaped steel joist; 2-1/2", 3-5/8", 6" or other provisions of the contract claimed b the Contractor for changes directed b the P Y 9 Y 2. Quality Assurance: Comply with the referenced provisions of the following standards and Owner, or for damages for which the Owner is liable, or as a result of deficiencies or specifications: discrepancies in the Contract Documents, within five (5) days of the beginning of the event for a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process, structural which claim is made. If requested by Owner, Contractor shall furnish complete substantiation of (physical quality). any claim within ten (1 0) days of Owner's request, otherwise such claim shall be deemed b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the hotdip process waived. commercial quality. 2. The Owner shall have the right to order extra work to be performed on lump sum, unit c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality. rates or time and material basis. All changes and claims will be priced on the basis of the d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality. unit rates set forth on a Contractor supplied Schedule of Values to the extent applicable. All DIVISION 6 - WOOD AND PLASTICS (See Structural drawings AND PERMIT SUBMITTED for in-depth unit rates will remain valid for the duration of the Project. For adjustments to the contract specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL GUIDELINES ONLY FOR SCOPE price which are based on other than lump sum, the Contractor agrees to charge no more OF WORK.) than 5% for profit and 10% for overhead. A. Miscellaneous Lumber: 3. Pending resolution of any claim, dispute or other controversy nothing shall excuse the 1. Provide wood for support attachment of other work including cant strips, bucks, natters, Contractor from proceeding with prosecution of the Contract Work. blocking, furring, grounds, stripping, and similar members. M. Bidding Instructions: 2. Grade: Standard grade light framing size lumber of any species or board size lumber as 1. Unless otherwise noted, the Owner or Owner's agent will be responsible for the bidding and required. No. 3 Common or Standard grade boards per WCLIB rules or No. 3 boards per SPIB negotiation and selection of the Contractor. Questions regarding the bidding schedule, format, rules. Moisture content: Maximum 19 percent for lumber items not specified to receive and any other bid -related instructions shall be directed to the Owner or Owner's agent. preservative treatments. 2. Submission of Bid is an acknowledgment by the Contractor that he has read and 3. Pressure treat all wood members exposed to weather or in contact with masonry, concrete, understands the contents of this Guideline Specification and is in receipt of all construction or soil. documents, addendums, owner prepared instructions to bidders, etc. Contractor shall list on B. Plywood sheathing: their bid submission the drawing sheets used for bidding, any addendums and associated issue 1. Wall sheathing: APA, Structural I, Group I, size and span rating indicated: nailed with 8d dates (or revision dates). nails at 6 in. o.c. at edges and 12 in. o.c. at intermediate supports. N. Closeout Requirements: C. Miscellaneous Material: 1. Submit written certification that the Contract Documents have been reviewed, work has been 1. Fasteners and Anchorage: Inspected and that work is complete in accordance with Contract Documents and ready for a. Provide size, type, material, and finish and as recommended by applicable standards, Architect/Engineer's review. complying with applicable Federal Specifications for nails, screws, staples, bolts, nuts, washers, 2. Provide an "Operation and Maintenance Instruction" Booklet containing the following powder actuated fasteners, and other anchoring devices. Closeout Documents to the Architect/Engineer. b. Provide metal hangers and framing anchors of size and type recommended by the a. Section 1: Directory, listing names, addresses and telephone numbers of manufacturer for each use including recommended nails. Architect/Engineer, Contractor, Subcontractors and major equipment suppliers. c. Where rough carpentry work is exposed to weather, in ground contact, or in area of high b. Section 2: Operation and maintenance instructions, arranged by system and subdivided by relative humidity, provide fasteners and anchorage with hot -dipped zinc, ASTM A-153. specification section. For each category, identify names, addresses and telephone numbers of OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND MOISTURE INFILTRATION Subcontractors and suppliers. OF WOOD MATERIALITY. 1) . Significant design criteria 2) . List of equipment. DIVISION 7 -THERMAL AND MOISTURE PROTECTION 3) . Parts list for each component. A. Bituminous Damp proofing: 4) . Operating instructions. 1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM D 1227, Type III 5) . Maintenance instructions for equipment and systems. Manufacturer: Karnak Chemical Corp. or equal. 6) . Maintenance instructions for (special) finishes, including recommended cleaning methods 2. Installation: Apply coat of liquid asphalt emulsion damp proofing material by brushing or and materials, and special precautions identifying detrimental agents. spraying at rate of 1.5 to 2.5 gal. Per 100 sq. ft., as required for uniform dry film thickness c. Section 3: Project documents and certificates. of not less than 15 mil. on the interior surface of existing or new masonry or concrete tilt 1.) Shop drawings and product data. walls. 2). Final release of liens. B. Plastic Vapor Barrier: 3). Certificates. 1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM D-96. 4). Originals of warranties and bonds. E. Fire Safing Insulation (one of the following): 3. Submit final Application for Payment identifying total adjusted Contract Sum. 1. Non-combustible rated per ASTM E-136 Rockwood Industries "Fire Stop". 4. Submit two copies of closeout booklet within 10 days after Substantial Completion. 2. USG "Thermafiber Safing". DIVISION 2 - SITE WORK 3. Thickness as required to fire stop gaps in walls or at the wall/roofdeck intersection so as ( Reference Civil or Site drawings if part of the drawing set.) to maintain the designed fire rating. Refer to drawings and UL design criteria. A. Trenching, Back filling and Compaction: F. Sealant: 1. The General Contractor will be responsible for any trenching, back filling and compaction 1. Interior: Paint grade silicone. relative to the Work. The Contractor shall coordinate all excavation activities with all potential 2. Interior: Wet locations: Mildew -resistant silicone, white. Owner's of underground facilities in the areas to be excavated. Unless otherwise noted in the 3. Exterior: Paint grade silicone. contract documents, all utility services shall remain in service during construction without 4. Fire Stop and Fire rated penetrations: Dow Corning Fire Stop Foam 2001 and Fire Stop interruption. Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil 200 Fire stop Foam and a. Soil Compaction shall be 95% of laboratory density (FM1-T166). Pensil 100 Fire stop Sealant. b. Cost of Compaction testing shall be borne by the General Contractor. TERMITE PROTECTION NOTES (FBC 2017): 2. Sterilization: Contractor shall procure and pay for all tests and water required for 1. A permanent sign which identifies the termite treatment provider and need for re -inspection sterilization and tests required for all equipment, pipelines, tanks and other parts of the project and treatment contract renewal shall be provided. The sign shall be with which water comes in contact and which have been contaminated by the Contractor after posted near the electric panel. -F.B.C. R105.11, FBC SECT 1816 completion of construction. 2. Weather resistant jobsite posting board shall be provided to receive duplicate SITE: treatment cert. as req'd protective treatment is completed, providing a copy for the 1. Utilities Locations: The Contractor shall verify the locations, elevations, and dimensions person the permit is issued to and another copy for the building permit files. The treatment of all existing utilities affecting this work prior to construction. The Owner shall be certificate shall provide the product used, identity of the applicator, time and date of the notified of any discrepancies. treatment,site location, area treated, chemical used, percent concentration and number of gals. 2. Utilities Protection: The Contractor shall use extreme caution in areas of buried utilities used, to establish a method for termite prevention is used, final ext. treatment shall be and shall provide at least 48 hours notice to the utility companies prior to construction completed prior to final building approval. to obtain field locations of existing underground utilities. The Contractor shall protect 1816.1 Termite protection. Termite protection shall be provided by registered termiticides, and maintain operation of existing utility services during construction. including soil -applied pesticides, baiting systems and pesticides applied to wood, or other 3. Damage: The Contractor is responsible for repairing any damage to existing facilities, approved methods of termite protection labeled for use as a preventative treatment to new above or below ground, that may occur as a result of the work performed by the construction. See Section 202, Registered Termiticide. Upon completion of the application of the Contractor. termite protective treatment, a certificate of compliance shall be issued to the building 4. Grading: The site shall be initially grades such that no off -site area will be adversely department by the licensed pest control company that contains the following statement: "The affected by storm water runoff. All areas shall be protected from erosion caused by building has received a complete treatment for the prevention of subterranean termites. storm water runoff. The final grades to be as shown on site plan. The owner to Treatment is in accordance with rules and laws established by the Florida Department of furnish sod and irrigation. Agriculture and Consumer Services." VISION 3 - CONCRETE 1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil ( Reference Structural drawings if part of this drawing set.) treatment inside the foundation perimeter shall be done after all excavation, A. General: backfilling and compaction is complete. 1. All work whether it be slabs, pads, ramps or walks shall have a concrete mix designed to 1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be in conformance initial chemical soil treatment shall be retreated with a chemical soil treatment, with that indicated on the structural drawings. including spaces boxed or formed. B. Poured -in -placed Concrete: 1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors 1. Codes and standards: boxed out or formed for the subsequent installation of plumbing traps, drains or any ACI 318 "Building Code Requirements for Reinforced Concrete" other purpose shall be created by using plastic or metal permanently placed forms of ACI 315 "Details and Detailing of Concrete Reinforcement" sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. ACI 301 "Specifications for Structural Concrete for Buildings" 1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil 2. Concrete is to be normal weight conforming to ASTM C94: (U.N.0) shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall a. Portland Cement - ASTM C150 dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work, b. Aggregates (3/4 in. maximum) - ASTM C33 including placement of reinforcing steel, done after chemical treatment until the concrete floor is c. Air entraining - ASTM C260 poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. d. Water Reducing - ASTM C494 1816.1.5 If soil treatment is used for subterranean termite e. Flyash (20% maximum) - Class F ASTM C618-78 prevention, concrete over -pour or mortar accumulated along the exterior foundation perimeter f. Water - Potable shall be removed prior to exterior chemical soil treatment to enhance vertical penetration g. Slump Range - 3 in. - 5 in. of the chemicals. h. Placement Time (Maximum) - 90 minutes from batch time required. 1816.1.6 If soil treatment is used for subterranean termite 3. Minimum compressive strength after 28 days: prevention, chemical soil treatments shall also be applied under all exterior concrete or grade a. Footings, masonry fill - 3000 PSI within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical b. Beams - 4000 PSI barrier shall be applied promptly after construction is completed, including initial landscaping 4. Reinforcing steel is to be Grade 60 conforming to ASTM A615 and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical a. Minimum lap splice - 30 diameters (U.N.O.) barrier is applied shall be promptly retreated. b. Bar cover: 1816.1.7 If a registered termiticide formulated and registered as a bait system is used for Footings - 3 in.es subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply; however, a Beams - 1-1/2 in. signed contract assuring the installation, maintenance and monitoring of the baiting system for c. Provide comer bars which match the horizontal bars at all wall footings and tie beams. d. Welding reinforcing if required shall conform to AWS D1.4. a minimum of 5 years from the issue of the certificate of occupancy shall be provided to the 5. Slab -on -grade building official prior to the pouring of the slab, and the system must be installed prior to a. Welded wire fabric -ASTM A185: lap mesh 6 in. minimum at joists final building approval. If the baiting system directions for use require a monitoring phase prior b. Moisture barrier - 6 mil polyethylene to installation of the pesticide active ingredient, the installation of the monitoring c. Compressive strength - 3000 PSI phase components shall be deemed to constitute installation of the system. 6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely hold 1816.1.8 If a registered termiticide formulated and registered as a wood treatment is used for reinforcing during concrete placement. Use plastic tips at all exposed surfaces. subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not 7. Use internal vibrators to consolidate all concrete. apply. Application of the wood -treatment termiticide shall be as required by label directions for 8. Concrete curing options use, and must be completed prior to final building approval. Changes in framing a. Liquid membrane forming chemical compound conforming to ASTM C309. or additions to framing in areas of the structure requiring treatment that occur after the b. Continuous moisture in accordance with ACI 301. initial wood treatment must be treated prior to final building approval. 9. Concrete shall be finished per architectural drawings. 1816.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. shall not be of cellulose- containing materials. If soil treatment is used for Send test results to the owner, architects, structural engineer and General Contractor. subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch a. Slump test - ASTM C143 (0.254 mm), and be sealed within the slab using a non -corrosive clamping device to eliminate b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 the annular space between the pipe and the sleeve. No termiticides shall be applied inside the days and hold one in reserve. 11. All beams shall be poured monolithically. sleeve. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATION. 12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted otherwise on OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2017 APPENDIX E architectural drawings. CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS / 13. Coat all forms with a commercial compound that will not bond or adversely affect the APPENDIX F - PASSIVE RADON RESISTANT NEW RESIDENTIAL AND UNDERSTAND ALL RISKS concrete. INHERENT AND WILL NOT HOLD ARCHITECT, BUILDING OFFICIALS, OR CONTRACTOR LIABLE 14. The contractor is responsible for the proper design of all form work and shoring. Design shall be performed by a licensed engineer. 15. Coordinate locations of all openings, embeds and accessories that are required by all trades. No opening or sleeve may be placed in beams or columns unless approved by the engineering. 16. Proper placement of all embeds, anchor bolts, and etc. shall be verified prior to placing the concrete. Notify the engineer of any conflicts. DIVISION 9 - FINISHES General Notes: 1. General Contractor to coordinate all finishes with tenant provided directive. 2. All interior finishes must meet the requirements for NFPA-101 2006 edition Chapter 38.3. A. Gypsum Wallboard: 1. Product: a. Interior partitions: 112 in. thick, comply with ASTM C 840. b. Fire Resistant: 5/8 in. thick, type X, comply with ASTMC 1396. c. Water resistant gypsum backing board: 5/8 in. thick, comply with ASTM C 630. d. Exterior gypsum soffit board: 518 in. thick, comply with ASTM C 931. 2. Drywall Accessories: a. Provide corner beads, edge trim and control joints which comply with ASTM C 1047. b. Gypsum board screws: ASTM C 1002. c. Provide concealed interior support steel for partial height wall greater than 3 ft. long from the freestanding end. 3. Finish: apply ready -mix drying -type all purpose joint compound in three (3) coats (not including pre -fill of openings in base) and sand between coats and after last coat. Surface to be smooth. 4. Inspections: inspect and patch existing one (1) and two (2) hour rated partitions to maintain their rating. Label rated and smoke partition above the ceiling line. 5. Level of gypsum board finishing shall be as described in Chapter 4 of the USG handbook and GA-214-90 Levels of Gypsum Board Finish. Unless otherwise noted, Levels 4 and 5 finish levels shall be obtained in all reception areas, conference rooms, offices and corridors. a. Level 1: Specified in plenum areas above ceilings and other concealed areas not open to public view and when required, a degree of sound and smoke control shall be obtained via "fire -taping". b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630) is used as a substrate for tile. c. Level 3: Specified in appearance areas that are to receive heavy or medium texture (spray or hand applied) finishes before final painting, or where heavy grade wall coverings are to be applied. d. Level 4: Specified in appearance areas where textured flat paint (i.e. eggshell), light textures or wall coverings are to be applied. Joints and fasteners must be adequately concealed. e. Level 5 (Highest Quality Finish): Specified in appearance areas where loss semi -gloss, ( 9 Q tY ) p pP gloss, 9 enamel, or non -textured paints are specified or where severe lighting conditions (down lights, wall washers, etc.). After filling and three (3) coats of joint compound have been applied to taped areas a thin skim coat of joint compound shall be applied over the entire surface. P � J P PP After the skim coat has dried, the entire surface shall be primed with Sheet rock "First Coat" or a flat latex paint with high solid content applied undiluted. B. Stucco: ALL EXTERIOR COVERING TO COMPLY WITH FBC 2017 6TH ED - R703.6 CONTRACTOR TO REVIEW. 1. Work Included: Exterior Portland cement plaster (stucco) for exterior wall surfaces and exterior ceiling areas. See Architectural drawings for details and locations. 2. Plaster Materials - Exterior Stucco: a. General: Provide standard products recommended by the manufacturer for application indicated, comply with ANSI A42.2 and ASTM C926. b. Base -Coat Cement: Portland Cement, ASTM C 150, Type I or la. c. Base -Coat Lime: ASTM C 206, special finishing hydrated lime, known as Type S. d. Base -Coat Aggregate: Sand (ANSI-A42.2). e. Prepared Finish -Coat. Factory -prepared finish coat. 1). Base Building Texture: Skip Troweled. 2). Exterior ceiling surfaces: Smooth Troweled. f. Admixture: For scratch coat and brown coat add one of the following to stucco/plaster mix per manufacturers recommendation: Thoro Systems "Acryl 60", Lambert "Acrylbond". Mix additive at the rate of 1 part admixture to 3 parts water, blend solution thoroughly, then use solution as a replacement of water. 3. Accessories: a. Vapor Barrier: For installation of stucco on exterior sheathing: Install 15# asphalt saturated felt building paper, all seams sealed against moisture penetrations. b. Bonding Agent: For use on cast in place concrete block, use one of the following bonding agents: Lambert "Hi -Bond", Thoro "Thorobond". c. Metal Lath Materials: 1). General: Comply with the following: ASTM C 841and FS-QQ-L-101. 2). Backing: Where lath is indicated without sheathing, provide lath with factory -applied backing of moisture -resistant paper or polyethylene film. 3). All metal lath to be galvanized per ASTM A 525. 4). Exterior Diamond Mesh Lath: 3.6 lbs. Per sq. yd. large Mesh openings (approximately 1-3/8 in. deformations). 4. Metal Plastering (Stucco) Accessories and Reinforcement: a. All metal plastering accessories to be made of zinc alloy. b. Small -Nose Comer Bead: General purpose type with expanded of perforated flanges. c. Cornerite and Square -Edged Casing Bead: Manufacturer's standard exterior pre -formed product. d. Control Joints: Folded pair of non -perforated screeds in M-shaped configuration with expanded flanges. e. Expansion Joints: Prefabricated 3/8" for exterior. f. Fasteners: Galvanized steel, of type and length suitable for adequate penetration of substrate. g. Anchor each flange of accessories 8" o.c. to plaster base. h. Miter or cope accessory corner, and install with tight accurately aligned. I. Install casing beads at termination of plaster work. 5. Plaster (Stucco) Application: a. Apply 3-coat plaster over metal lathed substrates (scratch/level, brown, and finish coats) 0 in. thick unless otherwise indicated. Float finish topcoat of the base -coat work (do not scratch) for bond with finish -coat. Comply with ANSI-A42.2. b. Apply finish coat plaster not more than 1/8 in. thick. C. Tile: (ONLY IF USED, SEE GENERAL CONTRACTOR AND ARCHITECT IF APPLICABLE, TYPICAL FOR FINISHES) 1. Marble threshold: 2. Ceramic tile: (to be selected by OWNER/ Architect) a. Field: Size: Color: (to be hand selected by Owner and Architect) b. Accent tile: Size: Color: c. Install in accordance with TCA-F112 and ANSI A108.5. Grout in accordance with ANSI A108.10. 3. Glazed tile: a. Field: Size: Color: b. Accent tile: Size: Color: 1) Install in accordance with TCA-F112 and ANSI A108.5. Grout in accordance with ANSI A108.10. 4. Grout color shall be selected by Architect from standard manufacturer's colors. 1. ROOFING: PROVIDE FL PRODUCT APPROVAL AND MANF INSTRUCTIONS PER FBC 2017 RESIDENTIAL 2. Contractor to provide watertight roof system. 3. Samples: Provide samples of shingles for Owner Selection prior to purchase. 4. Shingles: Provide tiled shingles as specified with a 40 year transferable warranty to resist 140 mph wind. Must meet UL 790, ASTM D7158, Class H, ASTM D3462, Florida Building Code and be resistant to discoloration and UV lighting. 5. Built -Up Roofing if applicable: Granular surfaced modified asphalt roofing system, insulated substrate, base sheet, 4-ply & mineral surfaced cap sheet equal to GAF Conventional Built -Up Roof System. 6. Underlayment: Provide as per manufacture specifications. W.R. GRACE & CO ICE & WATER SHIELD HT. 7. Flashing: Provide and install .040 alum. flashing as recommended by S.M.A.C.N.A. 8. OWNER TO SELECT COLOR SELECTION OF DRIP EDGE FLASHING EQ. TO GIBRALATOR BUILDING PRODUCTS 6IN (2.5" FACE) ALUM. DRIP EDGE FLASHING WITH CEMENT APPLICATION AND CONSISTENT NAILING FASTENED AS SCHEDULED. 9. Spray Polyurethane Foam Insulation- NOT USED. WINDOWS/ DOORS: EQUAL TO PGT or LAWSON WINDOWS. 10. Door Hardware: See GC specs for allowance. Provide all stops, hinges, weather strips, thresholds, etc. to ensure quiet and safe door operation. 11. Keying & Locksets: All exterior locks to have interchangeable cores & heavy duty cylindrical type locksets, and to be keyed to a Master. Provide 4 Master keys. ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEED ANY OR ALL NOTES AND DETAILS. ALL DOORS/ WINDOWS MUST COMPLY WITH ANSI TEST STANDARDS THAT ARE SPECIFIED IN THE FL BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY WITH AAMA, WDMA, AND MIAMI-DADE LABELED PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM. PLEASE CHECK LOCAL BLDG. CODE FOR EXACT REQUIREMENTS. ADDITIONAL STRUCTURAL DESIGN CRITERIA: AREAS: LIVE LOADS: DEAD LOADS FLOORS 40 PSF * PSF BALCONIES 60 PSF 10 PSF GUARDRAILS /HANDRAILS 200 PSF 10 PSF BALUSTERS 50 PSF 10 PSF SHINGLE ROOF 20 PSF 10 PSF BUILT UP FLAT ROOF 20 PSF 10 PSF TILE ROOF 25 PSF 15 PSF I. Paint - General: 1. Provide manufacturers, colors and products as indicated on drawings and in schedules. Work includes painting and finishing of interior (and exterior when applicable) exposed items and surfaces throughout the project, including but not limited to the entire perimeter of the project I. e. handrails and bollards. Provide all surface preparation and priming as required. ii. Surfaces to be painted: Except where natural finish of material is specifically noted as a surface NOT to be painted, paint exposed surfaces whether or not colors have been designated on schedules. Where items or sources are not specifically mentioned, paint the same as similar adjacent material or area. If color or finish is not designated, Architect will make the required selections. a. Do not paint over any code required labels, i.e. U.L. or Factory Mutual, or any equipment identification, performance rating, name or nomenclature plates. b. Contractor will be required to submit paint draw -downs for architect's approval. c. DO NOT apply paint in rain, fog or mist, or when relative humidity exceeds 85%, or to damp or wet surfaces, unless permitted by paint manufacturer's printed instructions. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated or conditioned within temperature limits specified by paint manufacturer during application and drying periods. d. Use of lead containing paint products will not be acceptable. All paint products must be VOC compliant. e. Approved manuf: Sherwin Williams, Glidden/ ICI, Porter Paints, Color Wheel / Comex. J. Exterior Paint: (SELECTIONS BY OWNER, COORDINATE WITH GENERAL CONTRACTOR/ ARCHITECT IF APPLICABLE) 1. Wood a. Primer: 1 coat, Kilz primer b. Finish: 2 coats, acrylic latex. c. Color: 2. Metal (ferrous) a. Primer: Pre -treat with Duosol, apply 1 coat, Kern Kromik primer or equal. b. Finish: 2 coats, industrial enamel, VOC compliant. c. Color: 3. Metal (nonferrous): a. 2 coats, Metalatex semi -gloss enamel. b. Color: 4. Masonry, Concrete, Stucco: a. Primer: 1 coat, heavy duty block filler. b. Finish: 2 coats acrylic latex. c. Color: 5. All hairline cracks in masonry will be caulked and or bridged with a brush -on Elastomeric sealant to match the existing surface. Cracks larger than hairline but smaller than 1/8 in. will be caulked with Mameco Vulkem 116 polyurethane sealant. Cracks larger than 1/8 in. are to be filled with a backer rod and then filled with Vulkem 116. K. Interior Paint: NOT USED DIVISION 10 -SPECIALTIES Not used DIVISION 11 - EQUIPMENT Not used DIVISION 12 - FURNISHINGS Not used DIVISION 13 - SPECIAL CONSTRUCTION Not used DIVISION 14 - CONVEYING SYSTEM Not used DIVISION 15 - MECHANICAL Not used DIVISION 16 - ELECTRICAL General Notes: 1. Architect shall be notified immediately by the General Contractor if any discrepancies are found between the Architectural Drawings and Structural Drawings, Sub Contractors shall be responsible for the information contained within the entire set of Construction Documents. ELECTRICAL 1. All Electrical work shall be in accordance with the following codes and all local codes and ordinances, 2017 Florida Residential Building Code (FBC) w/ any relevant Supplements, and latest Florida Fire Prevention Code (FFPC) 2. All wire, conduits and boxes shall be concealed unless noted otherwise. 3. All conductors shall be stranded copper, THHN/THWN, minimum #12 AWG. All conduit shall be concealed, unless otherwise shown. 4. All circuits shall contain a separate green, copper grounding conductor. 5. Panel boards shall be accurately labeled to identify final circuit numbers utilized, their load, and location. 6. Electrical installation shall be closely coordinated with all other work. Contractor shall be responsible for all costs associated with ill-timed installation including any associated repairs or replacements. 7. All receptacles shall have a ground terminal. 8. Coordinate all temporary power requirements and all primary utility relocation and new work with power company. STRUCTURAL 1. SOIL UNDER SLAB TO BE CLEAN COMPACTED FILL - POISONED. 2. CONCRETE SLAB TO BE 3,500 PSI @ (28) DAYS. 3. CONCRETE FOOTINGS & FOUNDATION WALLS TO BE 4,000 PSI @ (28) DAYS. 4. ASSUMED SOIL BEARING - 2,000#. 5. OWNER IS RESPONSIBLE FOR HIRING SOILS ENGINEER. VERIFY WITH OWNER PROVIDED INFORMATION PRIOR TO ORDERING CONCRETE TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING REINFORCEMENT. CONCRETE POUR = NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO MEET ASSUMED REQUIREMENTS. STRUCTURAL DESIGNER SHALL BE IN COMPLIANCE WITH FBC 2017, RESIDENTIAL AND ALL LOCAL ORDINANCE AND REGULATIONS. (REFER FBC CH. 18). 6. WIND LOAD DESIGN = REFER TO COVER SHEET 7. EXPOSURE - REFER TO COVER SHEET ** TRUSSES, I -JOISTS, AND WOOD / LVL BEAMS - IF ANY UNFORESEEN ISSUES ARISE ON EXISTING STRUCTURE, OWNER AND ARCHITECT ARE TO BE NOTIFIED. IN THIS CASE, TRUSS MANUFACTURER WOULD BE RESPONSIBLE FOR PROVIDING PROFESSIONAL ENGINEERING SERVICES. THE TRUSS MANUFACTURER IS TO ASSUME ENGINEERING RESPONSIBILITIES, HAVE SHOP DRAWINGS PREPARED AND DO A COMPREHENSIVE ENGINEERING ANALYSIS, BY A FLORIDA REGISTERED STRUCTURAL ENGINEER (INCLUDING CONNECTIONS). - CONTRACTOR TO COORDINATE WITH OWNER REGARDING A THIRD PARTY SURVEILLANCE SYSTEM SHOULD WIRING, CAMERAS, AND WIRELESS SYSTEM BE COORDINATED WITH DOORS & WINDOWS, (TYP.). GYPSUM BOARD/ BACKER BOARDS: 1. GWB: Install 5/8" MOISTURE RESISTANT gypsum wall board throughout with "First Coat" finish by US Gypsum. 2. NOT USED. 3. Water -Resistant Gypsum Backer Board: Provide at all wet areas. 4. Tile Backer: Provide a "cementious backer unit" equal to Durock Cement Board. DIV 22 PLUMBING: 1. ALL PLUMBING WORK SHALL CONFORM WITH THE 2017, 6TH EDITION FLORIDA PLUMBING CODE. RUN PLUMBING CONCEALING IN WALLS AND BELOW SLAB AND MAKE ALL JOINTS HIDDEN IN WALL ABOVE SLAB. VERIFY ALL EXISTING SERVICE IS COMPATIBLE. 2. VERIFY ALL PLUMBING DIMENSIONS WITH CABINET MAKER'S SHOP DRAWINGS PRIOR TO WORK PERFORMED BY ALL TRADES. 3. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL LOCATE EXISTING WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE ROUTING AND DIRECTION AS REQ TO CONNECT TO EXISTING WASTE LINE (IF NECESSARY)., TYR 4. LOCATE AND COORDINATE ALL VENTS, VALVES, DRAINS, AND FIXTURES AS REQUIRED BY CODE. COORDINATE WITH OWNER AND ARCHITECT PRIOR TO ORDER./ INSTALL. IF EXISTING PLUMBING IS USED PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND. CONTRACTOR TO GET PERMISSION FROM OWNER IF ARCHITECT AND GENERAL CONTRACTOR MAY USE THE FOLLOWING SIGNAGE DETAIL TO CONCEAL PERMIT BOX. CONTRACTOR TO REMOVE (RETURN SIGNAGE TO ARCHITECT) POSTS WITHIN 21 DAYS OF COMPLETION OF WORK (OR OWNER AGREEMENT). I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATIONS WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND FOUND IT TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH ED (RESIDENTIAL) PATRICK A. SULLIVAN ARCHITECT, LLC AA26002687 8910 N. DALE MABRY HWY SUITE 22 TAMPA FL 33614 (813) 205-2494 Z IL W %D w Q ),- W -1 ED ED Q j- w ZU) U1 W W W < Q W W m I z