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Home My WebLink About38218 8th Ave:A ORS, 9J 11:4 0-7.114 ri � 1 :11 okf., I IMIJ 0 6"11 OR11" 1 ('61 ll� 10 Le 1. First floor CMU walls with bearing height at 9'4" feet (U.N.0) 3. Interior non -load bearina walls shall be constructed Of SDruce Dine fur .LEG-.rA%L DESCRIPTION PROPOSED PARCEL 2: The West 1/2 of Lots I to 5 inclusive, Block 123, MAP OF THE TOWN OF ZEPHYRHILLS, a subdivision according to the plat thereof recorded at Plat Book 1, Page 54, in the Public Records of Pasco County, Florida. 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) -1 tcf.l 0 -11 &*0 IFA I Z 14 1:1 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 U3 GARAGE 4150 REAR PORCH TOTAL CONDITIONED 1239 TOTAL UNDER ROOF 1890 TOTAL WIDTH 35' TOTAL DEPTH 591, HEIGHT 18 1, 6 DRIVEWAY 418 WALKWAYS 71 CONC. PAD 9 01 M111111111; 10 1 1W.111 0 10 111:isll W-11 I 11114 k, 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. I abPI TitIP np-scriptwon Cornmpnts C-1 PROJECT INFORMATION D-1 SITE PLAN D-2 -FOUND TION PLAN D-3 FIRST FLOOR PLAN D-4 EXTERIOR ELEVATIONS D-S SECTION VIEWS D-6 ROOF FRAMING PLAN E-1 ELECTRICAL PLAN S-1 CONSTRUCTION DETAILS S-2 fRMNG DETAILS G-1 IGENERAL NOTES & SPECIFICATIONS at 16" 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 60" 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(O.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 Ru sm., km� 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 Approved Product List Product category Sub category Manufactu r State of FIL Approval # �tructural Components - SP4 Wood Connector Simpson FL10456.43 H10 Wood Connector Simpson FL10456.6 META24 Masonary Connector Simpson FL1 1473.18 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 FL11496A LTT20B 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 FL1 3872.5 LSTA18Woo Connector Simpson FI_13872�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 FibergIass Exterior Masonite International FL18582.1 Windows Casement FIST FL243 Windows Single Hung PGT FL239 Windows Fixed Glass PGT FL 243-1320 Windows Mullions PGT FL261 Windows Horizontal Slider PGT FL242 Roofing Metal Roofing STEEL ROOFING SYSTEMS FL15837 Roofing Modified Biturnen 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 Cording FL10758.1 Roofing Underlayment Owens Cording FL9777.1 Panel Walls Siding James Hardie Building Products I nc. FL15867 Panel Walls Soffits- Vinyl Ka can LTD FL1 6503.2 Panel Walls Soffits- Aluminum Kaycan LTD Panel Walls Siding Kaycan LTD IFL15867 Shutters Hurricane Storm Shutters Storm Smart Industries. I F L 11291.2 ASC-E --o Wind load Prognam, (30.4 Part i� Low-Pi;le Bui1dfn_g%VaE Components and Claddin��) �Vall Components and Cladding Citlear -RDqFREigAit h _ 6oft-) _Prcj�ect. Enter 7rqJiect,,atne Preperedbv: FmerUserl\ame ofBELLEVIDi.A. E-maih Enter EmailAddress Tpvut� ASCE --io Stren-flh Design Load -R, Alloivahtle Stress Design lq�'ind Speed = i3s mph B13ilding Exposure = B (Ufban & Suburban. area�-:) Internal Pr�_�sure Coefficient C-Cpi = c,.,.S Enclosed Bi-, ilding 8 > Roof ang�e is greater ffiar, io� Kzt I "Do Kd c,.8,5 Nleen Roof Height = 18.5 ft ouluTit. Velodt�- Pressure L%pcsare Crieffi,�ient "K-7 max." = o.- Per Tab?e page 3J7 LRFD ases vdnd sp--dVult = �,38 mph Velocit- Pressure (q.h LFID) = 29.01 PSf = .00256*K_7*K,_t*Kd*V'2 lb/41`2 Per ea � AS-L) ire_ �%�nd meed Vasd' 1-07 niph Velocit,� Pressure (qh _-�SD) =17.4 P5f = --=LRFD (Load ResLql Art q sitive e Te 4 , 55 tive Cen Z ter on e 4 --Rs-f- F_K-_e_g_a_tTV`e] rner CZ 5 Positive Zone S, 5 �4 L Sf [�K�ela�vt Zone 4 F-K,-e �tiNe �orno; Z! -f .1 LE_sdtema1Prmsure Coefficients positi., ell GCp 11center I Neg ative I GC� _Neg�lti,4 --el G 10 ft2 _][::�34-2 11 -45-8 _T3 -1-40 2- W E::!�;�F:7�i;6 [77774- =8:1 -1.29 =ft2 _JF -38 -8-:4 =E:: ---.98 -1.15 JE: -35. -9.- 4 �- --f t J[:7 4 8 4 LeastWiddi= 35ft, a = 3.5 -ft (Zone 5. io,%' of Teast�kfdth or o,4h� whic�e"EFES Srl,28,Er &U 110t ?E53 th-271, 3ji, Pressented'T,- CADDtools.com 6�' _00 �Q', L t -014F ZONE 5 zow r F LAI R� 1ABLE W�nF fe, 4 V) Htp nooF (0 -i zrl Foot notes� I ' L2., From Florida Building Code 6th edition 2c-i- in section i6o9.3,i -v,-ind speed conversm. FOJ FIN61NEERIIN(v ANO DE516N, LL6 GFRT. OF AUTHORIZATION # 30166 FRANr9FDJENr,.COM FINOINEEERINO CERTIFICATIGATION I HEREB'� C-ERTIFY THAT I HAVE REVIEVqED THE ATTACHED DESION AND FOUND IT TO BE IN COMPL:ANCE KITH THE FLORIDA BUILDIN& CODE, 6TH ED TON (2011), RE51DENTIAL THIS DRAININC, AND DE516N 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED TH15 CF,�4NINr AND DE516N I If SEALED FOR 5TRUGTUR#%,tL0Xt#, 41111 R 0'. F R AN K A #BS., % FL FE #1353q 1� ALL VvOOK.'.. COD,cS 1z, OF� ALL Cc),PWOL NA710NA, "DA86101N WIt'r'"ORRVAI AA r-4-15c - - 0 LiNc 1`0 7-H ' RIC cot)e- E C17-y , I 1RDINAIVCe'!� F C/Ty SVV DA-re L6 OF ZkFPH 420 PLAN j�, 2/p� H �1_ O(AM/tvpo �L :71 a NEW SINGLE FAMILY RESIDENCE FOR, MASTERCRAFT CONSTRUCTION AND HOMEBUILDING 2-16 Z LU ul Ca U-1 > U1 tu C� Cl) 06 Z Z %J LU V LU Z T_ Z LU > < < LL ks) LL Z tt__ W -I LU LU 3: %J t,) (L LU W LU < N IL IL PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 7 0 W LL DATE: 7/14/2020 SCALE: SHEET: C-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 LOT COVERAGE: SIZE OF LOT: 8733 SF HOUSE FOOTPRINT: 1897 SF DRIVEWAY: 418 SF WALKWAY: 71 SF A/C PAD: 9 SF TOTAL LOT COVERAGE: 2395 SF 2 LOT PROPOSED SURVEY FOR: N THE GREEN TEAM COMMEperAL SELLING SYSTEM, INC, %ogun BEING LOCATED IN THE NORTHWEST 114 OF THE SOUTHWEST 114 OF SECTION I I . TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO Cut"UNTY, FLORIDA, 0 0 V0010 'U-3 1� dop 04 �rin\L 01 Proposed Parcel 2 8733.78 sQ ft. lop 60 00 'U� 30 15 0 30 SCALE IN FEET: V = 30'. LEGAL DESCRIPTION PROPOSED PARCEL 1: The East 1/2 of Lots I to 5 inclusive, Block 123, MAP OF THE TOWN OF ZEPHYRHILLS, a subdivision according to the plat thereof recorded at Plat Book 11 Page 54, in the Public Records of Pasco County, Florida. M i-fil"7 1Z 1� C," 4-'*' a Site 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 CONTRACTORS / Owners responsibility to obtain additional civil information pertaining to drainage, runoff, collection, and rain water management. The design professional assumes no liability for the accuracy of site conditions. z LU LU Ca LU z q) 0 > LU tu LU I-- LU M I zo I I 06 Z U- < Z ILU (K M LU ,J) ts) I < 7— LU > -1 < LL Z 3: < (L LU U -j LU LU 1: LU < N IL PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 2 Cr LL C "%--Now DATE: 7/14/2020 SCALE: 1 11 = 10' SHEET: 0-1 E Ix F.T. E3A5E NAILER BA5EE30ARI�) - &x& KAxNIA NNF z 0 1 1-7=111 1 [111110 111 :1 vlml� 4"x4" INSFEC71ON FOR7 A7 EAr,H FILLED CELL 7YFIrAL C E STI��. '10' HOO< > EE 1;)E7AIL) 7 cz z MIL VAFOR 5ARRIER 'A V V MIN -CLEAN FOISONEr�) AND COMF. (2) #5 RE5AR rCON7. 1611 501L. (rOMFAr,7ED 70 c15% MODIFIED ON 5" rHAIRS 7"rF. FROr,7OR A57M D155-7) U.N.O. r,ON7RACTOR 70 PROVIDE SOIL 7FEATMEN7 DOC,UMENTATION 70 IN5FEC7OR FOR REVIEN. ('-�A� TYPICAL FOOTING DETAIL � 0-2 ) SCALE:NTS 5IMP50N 5P1 2X4 VqALL PV 51b" TYPE X DRYV4ALL 2X4 P.T PLATE SECURED TO 5LAB 4" CONCRETE 5LAB EVERY 24" REINFORCED VIITH 6 X 6 10/10 Yq1TH 3" TAFGON5 ViNF OR FIBER REINFORCED HOU5E 5LAB U 57ARAC7E 5LAB p GRAVEL BA5E F15ERME5H OVER 6 MIL. POLYETHYLENE VAPOR BARRIER \\_____,3000 P.5.1. CONCRETE FOOTINC, W1 (2) #5 BAR5 @ 6" 5PACINC7 X CONTINUOU5 13 � DETAIL AT FRONT STEPS 0-2) SCALE: 1/2"=11-011 z 5LOG< NALL 5E'rONr;) 0-2 EXPANS I ON JO I NT --\ ( O.H.E.). Rl=rF-55 t> 1> t> "O's 441 (2) #5 CONT. C )I DETAIL AT GARAGE DOOR 0-2) SCALE:NTS m .d 3 5' 6-8" %, 25' 4'-4" 7� 4'-6" 5'-4" 4�-6" 6'-7" 3' 6" N N v . 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OF ALJTHORIZATION # 50168 FRANK@rDJFNC7.COM ENGINEERIN6 CERTIFICATICATION I HEREBY CERTIFY THAT I HAVE RFVIENEP THE ATTACHED DE51ON AND FOUND IT TO BE IN COMPIL�ANCE Y41TH THE FLORIDA BUILDIN& CODE, 6TH ED TION W1 1) - RE51DENTIAL TH19 DRANING AND VF510N 15 VAUD FOR 12 MONTHS AFTER THE DATE IT 15 516NED AND SEALED THIS DrIN6 AND 111 1) AND NLY. SEALE ;A- we; k 0 Ir ej 4 .. FRA FL P # I (L U-1 I CD I EO f (:�, LU z 0) > L11 > LU LU ED z 06 z Lu I-- �— LU ts) 0) < z X Z LU < > _I < LL CIL. 3: w < C)II Ul Z < N LL (L DATE: 7/14/2020 SCALE: SHEET: 0-2 FDJ ENGINEERING AND DE516N, LLO CFRT. OF AL)THORIZATION # 30q( a FRANK@F0JEN6C,OM EN61NEERIN6 CERTIFICATICATION I HEREBY CERTIFY THAT I HAVE REVIEYqFD THE ATTACHED VFSI&N AND FOUND IT TO 13E IN COMPLIANCE INITH THE FLORIDA BUILDIN& CODE, 6TH EDITION (2011) - RE91DENTIAL TH15 DR441N& AND VE510N 15 VA00 FOR 12 MONTH5 AFTER THE DATE IT 15 eIONED AND �A 5EALED ........ THI6VRAV4IN6ANVD ftlI999MIXIVIf WIN 5FALED FOR 5TR%��Txq_. 30'-8" 4'-4" 5'-8" 25' cr- CABINET SCHEDULE NUMBER LABEL QTY FLOOR WIDTH DEPTH 1HEIGHT DESCRIPTION 91 1.0 2'-10" -101, 12'-4" �o . !�_ " Col B18R 1 1 17 7/8 24 3611 BASE CABINET P*-. 4'-4" CO2 B33 2 1 3311 2411 36" BASE CABINET HB 41, w. 4�. 2411 3911 ER WALL CABINET F RA N K A OW,# 0 CO3 DCW2439R 1 1 24 CORN 0 0 0 0 C04 FHB12R 1 11 12 fl 2411 3611 BASE CABINET FL FE #1555q co C05 FHB15R 1 1 1511 2411 36 If BASE CABINET -1 r,Oq _ _L _ roq co C06 LCB33R 1 1 3311 3311 36 CORNER BASE CABINET 6-9 1/2" 2 45 314" C07 SB3021 1 1 3011 21 fl 36 If BASE CABINET 9 BATH I t C08 SB36 1 1 3611 2411 3611 BASE CABINET zo DOD I? 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D04 2068 1 1 2068 R 24" 8011 24"X80" SHOWER -GLASS SLAB 1/2" YES KITCHEN I D05 2068 1 1 2068 L IN 24 " 801, 26"X82 1/2" HINGED -DOOR PO4 2X6X29" (2) 1 3/8" cn D06 2468 1 1 2468 R EX 28 " 8011 30"X83" EXT. HINGED -GLASS PANEL PRE -CAST 42" 1 3/4" YES zo DINING Ft�� 80 D07 2468 1 1 2468 R IN 28 " 8011 30"X82 1/2" HINGED -DOOR PO4 2X6X33" (2) 1 3/8" 7t 5'-6" %1 m D08 2468 1 ll 2468 R 28" 8011 58"X82 1/2" POCKET -DOOR PO4 2X6X61 " (2) 1 3/8" 4A "r ll 0 r10 D09 2668 1 1 2668 L 30" 8011 62"X82 1/2" POCKET -DOOR PO4 2X6X65" (2) 1 3/8" I crO 1 0 1 BEDROOM 2 D10 2668 2 1 2668 L IN 30 " 8011 32"X82 1/2" HINGED -DOOR PO4 2X6X35" (2) 1 3/8" L_ - Le D11 2868 1 1 2868 R IN 32 " 8011 34"X82 1/2" HINGED -DOOR PO4 2X6X37" (2) 1 3/8" X D12 2868 1 1 2868 L EX 32 " 8011 34"X83" EXT. HINGED -SLAB 2X6X37" (2) 1 3/4" YES m - -10" 11 21- 5'-1 1 1/4" r-:� :!t D13 3068 1 1 13068 R EX 36 " 8011 138"X83" IEXT. 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HB 7* 6'-4 1/4" 1 3/8" SOLID WOOD 20 MIN RATED DOOR W/ SELF CLCSING DEVICE; PER 6' 6'-8" T 2'-4 FRC SEC 302.5.1 GARAGE Eo PORCH 8XI6 CMU COL . 46 1/2" HIGH - - - - - - - - - - - - - - - - - ---- -iB 0. - - - - - - - - - - - - - - - - - 15' 20' b5' tu Lu ED < Ul z q) > tu Lu ul uj cl) Z Ck Lu (Z m v__ Lu ts) 0) 1 < z Z Lu < —A U— IL tS) LL Ul I- LU T_ IL Lu N FL DATE: 7/14/2020 SCALE: 1/411= 1 1-011 SHEET: 0-3 k", FVJ ENGINEERINO AND DE516N, LLO CERT. OF AUTHORIZATION # aoqba FRANK@FDJEN&.COM EN&INEERIN6 ( ERTIFICATICATION I HEREBY CERTIFY THAT I HAVE REVIEVqED THE ATTACHED DESIGN AND FOUND IT TO BE IN COMPLIANCE NITH THE FLORIDA BUILDING CODE, 5TH EDITION (2011) - RESIDENTIAL THIS DRAY41NG AND PPS16N 15 VALID FOR 12 RIDGE HGT. MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED THIS PRA6114r. AND DES16N 15 516NED AND SEALED FOR 5TRUCTUixo"114taft ... i 12 _1X6 FRIEZE BOARD _%*,lEW r,"i 6 X wo OL -%' .0 J� %; EL cr_ - lu CLIPPED HIP lu VINYL BOARD & BATTON lio 0 1 ca 1X6" STUCCO BAND AROUND WDS. & DOORS W, ;'c% cn FRANK FL FE #135 < Lu UJI rlq��"�01� (S) > 3-TAB ASPHALT SHINGLES Lu (.0 T.0 MASS. CEMENTITIOUS FINISH 00 Lu R F1 n n n n n n __�h HDR. HGT \I F-1 Li 06 V103 yqo3 z 00 LL_ I Q) Z - 001 co HAL I F TAPERED --COL. BASE W/ STONE VENEER Lu V ca F.F.E Lu < z FRONT ELEVATION T_ NORTH ViE5T EXP05URE — — — — — — — — — — — — — — — — — — — — -- if t I I ltill$jll lilt lilt Z Lu 1111111111111 1 1 111111jill I I I I I It I Ill I I It 12 6 12 6 I I I f I I I I I i I I I I I 3-TAB ASHPALT SHINGLES T I Lu I I I I t I I I I I I Lu oo lu x OL 6XI6 P.T POST CEMENTITIOLIS FINISH ZY) Lu <N (L tu CEMENTITIOUS FINISH 8" VINYL NEWEL POST I VINYL PICKET PROVIDED BY: L—A 2721 Agnes St Tampa FL 33619 LEFT ELEVATION 813 313 0045 /ATION (EL 2 REAR ELE\ 8p� r NORTH EA5T EXF05URE L 5OUTH EA5T EXP05URE M,_ cr LL 12 6 kz I I I I 3-TAB ASHPALT SHINGLES it, 1 1 1 1 1 11 I I I t I I I I I I t I I I I I I I T I I 7/14/2020 VOOD TRELLIS- CEMENTITIOLIS FINISH SCALE: cy) CEMENTITIOUS FINISH C? A5 NOTED SHEET: R I 6HT ELEVATION 0-4 5OUTH NE5T EXP05URE FDJ ENGINEERING AND DE516N, LLG GERT. OF AUTHORIZATION # 80968 FRANKQFDJENG.(,OM ENGINEERING GERTIFIGATIGATION I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51GN AND FOUND IT TO BE IN z O nr ►L •1L v W WM -1 In ED t�' , W z� OW } w w A w m i z ua < LL- Lu 1: ts) Z� O# _ �-- -A ua ua 3: vv� LU ua tD<N ILL PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 L Cr cr LL C .. DATE: 7/14/2020 SCALE: A5 NOTE SHEET: FRAMING DETAIL AT FRONT STOOP � FRAMING DETAIL AT REAR STOOP SCALE: NTS SCALE: NTS 0-5 P.T bX6 P05T ON 5IMP50N ABU66 51MF HU21 51MF5( HUC411 6X6 P.T P05T C 5IMFBON ABUe 5IMF50N ECCI CAP BIMP50N 1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. ATTIC SF 1238 /3-00 4.126667'X 144 594.24 si 594.24 DIVIDE 2 297-12 SI UPPER & LOWER VENTILATION REaD LF OF GAF COBRA RI DG E VENTS 17 LF 18 SI PER LF FLORIDA PRODUCT APPROVAL #,6267-65 OR #OF LAMANCO MODEL730 OFF RIDGEVENTS REQ!D 10 EACH 30 SI NET FREE AREA FLORIDA PRODUCT APPROVAL# 2947-69 AND NORANDEX ALUMINUM SOFFIT VENT LF RWD 46 LF 6.42 SI/FT FLORIDA PRODUCT, APPROVAL# 12505.1 NOTES: 1) FDJ TO REVIEW TRUSS ENGINEER DRAWINGS PRIOR TO INSTALLATION AND RESERVES THE RIGHT TO MODIFY THE DRAWING SET ACCORDINGLY. 2) CONTRACTOR OPTION TO UTILIZE ALTERNATIVE CONNECTIONS IF LOADS ARE EQUAL TO OR GREATER THAN SPECIFIED CONNECTION VALUES. FDJ ENOINEERING, AND DESION, LLr, CERT. OF AUTHORIZATION # 30166 FRANK@FDJF�NO.COM rENGINEERINO CERTIFICATICATION I HERE13Y CERTIFY THAT I HAVE REVIENED THE ATTACHED DE516N AND FOUND IT TO BE IN COMPLIANCE INITH THE FLORIDA BUILDIN6 COPE, 6TH EDITION (2011) - RESIDENTIAL TH15 DRANING AND VE5*N 15 VAUD FOR 12 MONTHS AFTER THE DATE IT 15 SIONEP AND SEA�EV THIS 5EAL;C�M jzwwt ROINg Rn e l - W Luz. .4p G 0' A,- '-. . ..-" L FRANK AQ12M FL FE #'1353q 8" PRECAST U-LINTELS IsTANDARDLENGTHs 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 rehar 3 -6" (42") 2 -7/32" wire 2 43 rebar 4'-011 (48") 2 -7/32" wire 2 43 rebar IT-10 Y 41-6" (54") 2 -71'32" wire 2 43 rebar \ 04 4'-8" (56") 2 -7/32" wire 2 43 rebar 0 F-51411 (64") 2 -7/32" wire 2 43 rebar 75" 5'-10" (70' 2 -7/32" wire 2 43 rebar 751, 6'-05' (72'5) 2 -7/32" wire 2 44 rebar 8 6'-6" (78") 2 -7/32" wire 2 44 rebar Ill 4 5911, 4 6'-8" (80") 2 -7/32" wire 2 44 rebar 1 1 7 7'-4" (88") 2 -7/32" wire 2 44 rebar TOP STEEL 7'-6" (90") 2 -7/32" wire 2 44 rebar BOTTOM 8'-0" (96") 2 43 rebar 2 44 rebar STEEL 2 8'-8" (104") 43 rebar 2 44 rebar 9'4" (1 2") 2 43 rebar 2 44 rebar 10'-0" (120') 2 43 rebar 2 -94 rebar c 10'-6" (126") 2 43 rebar 2 44 rebar 11 �' I I C 10'-8" (128") 2 43 rebar 2 45 rebar 5112" LONG NOTCH-��," 11'4" (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: ASTMA510 14'-0" (16811) 2 43 rebar 2 45 rebar Concrete Strength: 3500 psi Additional lengths awilable byspecialorder Average Self Weight: 33 plf Finish: Grey Block 18" PRESTRESSED U-LINTELSITANDA"LENGTus OVERALL TOP BOTTOM LENGTH STEEL STEEL 14'-8" (176") NONE 2 -7/16 strand 15'4" (184") NONE 2 -7/16 strand 17'-4" (208") NONE 2 -7/16 strand L0100 19'4" (232") 2 -7/3211 wire 2 -7/16 strarid 21'4" (256") 2 -7/32" wire 2 -7/16 stran 2 - #4 22'-0" (264") 2 -7/32" wire 2 -7/16 strand 7 5., 6 2 - #4 rebar 5 2 -7/32" wire 2 -7/16 stmnd 2 - #4 rebar I sill 11.1 F"" F�41' 8 4 Additional lengths available by special order I T Rebar: ASTM A615 Grade 60 Wire: ASTM A5 10 Strand: ASTM A416 Grade 270 Concrete Strength: 6000 psi Synthetic Fibers: 2.5 lbs/yd Average Self Weight: 37 plf Finish: Grey Smooth Form BOTTOM STEEL "-:1C-4 5 1/2" LONG NOTCH EACH END 2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS. 3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 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.0 8. TRUSSES MANUFACTURED BY (TBD) 9. ROOF PITCH: 6:12 1 O.WRAP ALL EXPOSED BEAMS WITH HARDI BOARD L — — — — — — — — — / _u 0-1)- \ — — — — — — — — -- j z C' tu �- 4 ED Ct Lu Lu Lu rz Lu I-- Lu 06 Lu V �- t-- Lu ts) 0) 1 < 7- �) T- 7— < LU -A > (L < u- Z 1 < u- ul U_ (L U-1 < IN PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 2! Ne LL Cl DATE: 7/14/2020 SCALE: 1/411= 1 1-011 SHEET: 0-6 z C' tu �- 4 ED Ct Lu Lu Lu rz Lu I-- Lu 06 Lu V �- t-- Lu ts) 0) 1 < 7- �) T- 7— < LU -A > (L < u- Z 1 < u- ul U_ (L U-1 < IN PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 2! Ne LL Cl DATE: 7/14/2020 SCALE: 1/411= 1 1-011 SHEET: 0-6 ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION = -C Ceiling Fan HQ Ventilation 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 eChandelier Light Fixture Fluorescent Light Fixture 240V Receptacle WP G C P P " 14 11 OV Receptacles: Duplex, Weather Proof, GFCI WP 3 4 $ $ $ $ Switches: Single Pole, Weather Proof, 3-Way, 4-Way DM T $ $ Switches: Dimmer, Timer FAV G.M.1] A $ Audio Video: Control Panel, Switch Speakers: Ceiling Mounted, Wall Mounted C5,, C51TV Wall Jacks: CAT5, CAT5 + TV, TV/Cable Telephone Jack Intercom Thermostat Door Chime, Door Bell Button D COISD COMBINATION CO2 / Smoke Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel UNVER6ROUND METER HUB SUPPLIED BY ONER COMPANY MAIN BREAKER BOX —0 C]>---_UNDF_R6ROUND CONDUIT SUPPLIED BY PROPERTY ONNER TO ELECTRIC H8 COMPANY FEEDER LINE. 0 &ROUND RODS ELECTRIC R15ER NOT TO SCALE BAlt! 1 CE U I PORCH WP %Z/1 ]BE61ROOM I "(111C OFGI 0 FE7!t K:= 0 FCI KITCHEN COORDINATE DINING K LOC. OF---, TABLE BED OOM 2 CE SE%D COORDINATE N1 LOC. OF ISLAND ALL ELECTRICAL SHALL COMPLY WITH FLORIDA BUILDING CODE CHAPTER 27 AND NFPA 70A NATIONAL ELECTRIC CODE FOR ONE AND TWO FAMILY DWELLINGS. CONTRACTOR SHALL CONDUCT PRE -ELECTRICAL INSTALLATION WALK THROUGH WITH HOMEOWNER TO VERIFY SPECIFIC PLACEMENT OF LIGHTS, SWITCHES, AND FANS, PER NFPA 72 & FBC R314 Install smoke alarms inside each bedroom, outside each sleeping area and on every level of the home, including the basement. On levels without bedrooms, install alarms in the living room (or den or family room) or near the stairway to the upper level, or in both locations. Smoke alarms should be installed at least 10 feet (3 meters) from a cooking appliance to minimize false alarms when cooking & Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by other sections of this code. Mount smoke alarms high on walls or ceilings. Wall -mounted alarms should be installed not more than 12 inches away from the ceiling (to the top of the alarm). On pitched ceilings, install the alarm within 3 feet of the peak but not within the apex of the peak (four inches down from the peak). Smoke alarms shall be placed not less than 36" from the tip of the ceiling fan blade and not less than 36" from HVAC vents ALL ELECTRICAL OUTLETS SHALL BE PLACED PER THE FBC AND NFPA 70A AS REQUIRED All electrical outlets located within six feet of a sink or other water source must have a ground - fault circuit -interrupter (GFCI) All outlets and switches placed outdoors must be inside a weather protective box Provide carbon monoxide detector within 10ft of each bedroom entrance Place hard wired, interconnected smoke detectors with battery back up inside of every sleeping area and adjacent hallways and living areas. ALL SMOKE ALARMS SHALL BE HARDWIRED, INTERCONNECTED W/ BATTERY BACK UP ALL BATHROOMS & TOILET ROOMS SHALL BE EQUIPPED WITH MINIMUM 50CFM VENTILATION TO EXTERIOR OR AS REQUIRED BY FBC R303.3 TYPE, STYLE, AND LOCATION OF SWITCHES AND LIGHTS SHALL BE COORDINATED BETWEEN OWNER AND CONTRACTOR DURING ELECTRICAL ROUGH IN OWNER TO SPECIFY LOCATION OF DATA, CABLE, AND LOW VOLTAGE WIRING DURING ELECTRICAL ROUGH IN LIVING C PORCH WP %&12 BEDROOM 3 '3 AIR HANDLER L:3= GARAGE R r-- — — — — — — 150 AMP MAIN ELECTRICAL PANEL A/C CONDENSER ELECTRICAL METER FDJ EN&INEERING AND DESIGN, LL6 GERT. OF AUTHORIZATION # 30'1158 FRANK@FDJEN&.GOM EN(71NEERIN6 CEIRTIFICATICATION I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTACHED DE51614 AND FOUND IT TO Be IN COMPL�ANCF V41TH THE FLORIDA SUILDIN6 COVE, 6TH ED TION (2011) - RESIDENTIAL TH15 DRAINING AND DE51614 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIONFO AND SEALED THIS DRAY41NO AND DESIGN 19 SIGNED AND SEALED FOR STRUCTURAL EN&INEFRIMG ONLY. %amak— t 15'. vo STAT F RV�?, f L Pki 6 --L P �1 _ 4,- *016leg - 2 1 1^N . 67FNERAL NOTES: 1. 67C TO VERIFY ALL ELECTRICAL FIN15HF-5 AND AGGF-55ORIF-5 PRIOR TO ORDER / INSTALL, TYP. 2. 67C, TO COORDINATE kNITH ELECTRICAL CONTRACTOR AND OkNNER PRIOR TO ELECTRICAL ROU6H IN. 3. 67C, ELECTRICAL CONTRACTOR, AND OVqNER SHALL CONDUCT PRE- ROU67H IN VqALK THROU67H, IN ORDER TO SPECIFY AN*( SPECIAL ELECTRICAL REOUIREMENT5 Z LU D I I I >__ — LU —1 ED CD < C!k I.— IU Z > Lu lu Cn 5HEA34INC7 NAILEr;) P�pd (94" SABL $ FIRST CO ON TPFe;i (2) 5IMPSON H5 -- Nr (g EACH BLOCK1 SEE ELEVATION FOR FINISHES ON 1/2" rDX PLYNOOD V4156 ED6E5 �11�611 U 14570PN55;1 @ TOP'FLATE, 1LOCK g MIL-)HEI&HT. 2"X 6" F7 PLATE N/1/2"X,5" ,J-5OL7 @4a"O.C. �2) 166 TOENAILS---\ NTO EACH LEI;>(5ER. 2"x 4" BLOOKIN6 5PACEI:� @ 45" OIC 4 TRU55ES (TOP CHORD) -2"x 4" LED6ER. (2) 12d TO EACH TRU55 NEB. (2) 2-'x4" I�)IA6,. ERACIN6 5FAC,El;) @ 52" OIC (5) e?d NAILS INTO, rz,ABLE END STUDS. 5: FRE-r-Nrv. COMMON 2\ TRUSSES @24"O.C. R.55 IN5UL. (MIN.) (1) SIMPSON HETA20 @ C/C RUN UP STUDS. WS 1/2" 5TF5UM DIAPHRA SPI (g EVERY OTHER STUD. 5d COOLER NAILS @ SA5LE 5EEC71 ON S2 SCALE: N.T.S. .2"x 6'' L- BRACE (2)2"x 4" DIA60NAL BRACIN6; ATTACHED NI I&CI NAILS g 4" O/C TYPICAL ATTACHED NI (5) ad NAILS 6A5LE TRUSS NEB-/� rz;AELE ENZ� r;�IAC50NAL A77AC-,H�-IEN7 SCALE: N.T.S. I AtD (5ROU7ED (fr- PONEL LAFPr- NINALL RE1 C,ON71NUN17'� Rr=IN7—CRCF.YE=—N7 Z�E7AIL SCALE: N.T.S. I At-D CON71NW7*'�r REINr-ORCE=-��EN7 1;�E=7AIL FRE-EN61NEERED NOOP TRU55E5 AT LEAST ONE TRUSS OVERLAP SPACE INIMUM (2) 12d PER JOINT MINIMUM I "xW TRUSS 5RArINry 3��- t-115 I I IL I f-,� Ell!) A 1 1 am-- A I I /-NNC-,t-tUK 6A5LE rz—Nr;� 1:;�E-7AIL rE S2 SCALE: N.T.S. TRUS5 BOTTOM CHORD OR 2" X 4" 5LOOKIN67 NI 2 - H25 SIMP50N OR HCZ)F U.S.P. INSULATION I&CI TOF NAILS @ EACH END NOTE: 2 I&d NAILS @ 24" O.C. OR EGUAL TO H23 5IMP50N OR Hrl;�P U.S.P. DOUBLE TOP PLATE TRU55 E30TTOM CHORD OR BLOCKIN& CAN BE USED UN LIEU OF 5IM50N 5T(�, 57RAF H2.5 SIMPSON OR HODF U.S.F, SPACE ANCHOR BOLTS 6" MAX. FROM END OF 2" X PLATE. 'A' A (2)#5 CONT. 2 " X 4 " STUD @ 16" C.G. (1) RON 2X4 BLOCKIN6 (9) MII�� H67T. FOR NALL H6T. < 8'- (b". (.2) RONS 2X4 BLOCKINCS, @ 5rd P75 FOR NALL H62T. > 5� - 6". 1211 1,51-611 -1/2" 1;)R`rNALL 1/2' 0 X 0" ANCHOR BOLT (9 24" O.C. NI 2' 0 X 5/16" PLATE NA5HER (TYP.) - 2" X 4" FT F1 ATE 5HIN6LE5 / TILE TO BE FASTENED AS PER MANUFACTURERS IFICATION FOR NINI;) SPEC SPEED. CONTRACTOR TO I=PO\/Ir;)E MANUF. DOCUMENTATION 70 INSPECTOR. 5/5" CDX OR Icl/32" 055 5HEATHIN6 FASTENED 70 TRUSSES NITH 5d COMMON NIRE NAILS @ 4"01c, BOUNDARIES&" 0/0 ED&ES $ a" C/C FIELD H2.5 SIMPSON OR H01�)P U.5.P. INSULATION 2 X 4" TOP PLATE 2" X4" STUD @ 24" O.C. MAX. .LL L71 X - CF allAL (g 1,71" FRED FROM 70 CONCRETE PLATE MESH ON (b MIL VAPOR BARRIER OVER CLEAN rOMPAC,7rl�) TERMITE TREATED FILL 7N�FICAL IN7t:-RIOR NON-5r=ARIN6 AA1-L 1:�E7AIL 1/2" CD (CEILIN<5 DEN5IT'r BOARD) NI I 5/a" DR`rNALL NAILS OR 1�)R*rNALL 5CRENS -7" Olr, CL6.$ 5" OIC, NALLS IX P,7. NAILER STD� 100 HOOK SEE DETAIL THIS SHEET R4.2 MIN. IN5ULA71ON ON EX7. BLOCK NALL5 IX Nl�� FURRIN6 @.24" C.C. 1/2" 6',rP5UM NALLE30ARI�> U.N.O. PRE-EN&INEFREI�� ND TRU55 @24" O.C. U.N.C. &RACE FF-AL AND 5TICK UNDERLAYMENT f<NOC r-,-OUT BLOCK N1 (1) #5 P,-5(5 MIN. INSULATION . HURRICANE ANCHOR @ EACH TRU55 (SEE UPLIFT SCHEDULE) SHIN&LE5 OR CONCRETE TILE 5HIN(5LE ROOF 5'1`57F-M 71LE ROOF SYSTEM 1/2" CDX OR 1-7/52'' 055 RADIANT BARRIER 5HEATHIN6 FA57ENED 70 TRUSSES N17H 56 COMMON NIRE NAILS @ WO/C BOUNDARIES&" Olr, ED6F-5 $ E5" Clr-. FIELD DRIP FASCIA E30ARD f In I - - Milli ME HINE Milli RIME Milli 1111100 DIEM Milli 1111100 5"Xa"XI&" KNOCK -OUT BLOCK 1FILLED CELL NI (1) #5 \/ERTIrALJ NI 1#5 r-.ONT. FILLED NOTES: SEE FDN. PLAN FOR LOCATION NI 25CO F.S.I. CONCRETE OFILL LINTEL AND ALL CELLS ABOVE LINTEL. r-'� VERIF-i- THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERL a" r,.M.U. 7`rFICAL ��j SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 71'PE 'S" MORTAR OPENIN65 LESS THAN OR EGUAL TO &'-0" IN NIDTH �7j 1�)O N07 REaUIRE A00171ONAL 57EEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. DECORATIVE r-,OATIN& 7N10"FIC.,AL FILL-Et�� LINTEL A 5 5 E ls� 5 L*ro (1) #5 VERT. REBAR IN FILLED SCALE: N.T.S. CELLS. SEE FOUNDATION PLAN FOR LOCATION. a'' C,.M.0 NALL vil 1�)URO-NALL HORIZONTAL NALL REINFORC.,EMENT IX F.T. BASE NAILER AT F-\/ERr 2rd. COURSE OONT. 5A5EBOARI;� 4"X4" INSPECTION FORT AT EA(f H FILLED CELL TYPICAL MIN. 5000 PSI z <' ONC SLAB z y- HEADER BLOC< U.N.O. &X(b NIAXNIA NNF r XLAF SPLICE :Z� E NOTES: & MIL VAPOR E 1. FILL ALL CELLS 7; CLEAN F'015ONEI�� AND COMP. NHEN 57EM NALL 15 SOIL. (c,15% MODIFIED PROCTOR BETNEEN 24" AND 40" IN HE16HT PER A57M `5TP. C100 HOOK ABOVE rvRAI�)E. (2) #5 REBAR CON7. �,,IMIN. CLR. (SEE DETAIL) 2. FOR STEM NALL5 ON 3" CHAIR 6REATER THAN 40" HI&H- CONSULT EN&INEER 571=—�vl ^ALL5EC71 ON SCALE: N.T.S. Ix P.T. BASE NAILER BA5EB,OARI�) &x& NIAxN1.4 NNF 4"xW INSPECTION FORT AT EACH FILLED CELL TYPICAL 5Tr;'. C100 HOOK EE DETAIL) 2`x 5TUI�)S 9 16" O.r-,. V- /— all C.M.U. LOAD 5EARIN6 0% EXTERIOR NALL SIN&LE 2"x P.T. STUD I&d NAILS @ 16" 01C T`rP. A & MIL VAF (N BARRIER v M I N. 1; k. CLEAN P015ONP:I:;) AND COMF. (2) #5 RE5AR CGON7. SOIL. (0OMPAC7F=) 70 C1596 MODIFIED ON 5" CHAIR5 T`rP. PROCTOR A5TM D155-7) U.N.0� CONTRACTOR TO PROVIDE 501L TREATMENT DOCUMENTATION TO INSPECTOR FOR REVIEN. AL71=—RNA7t=— ��ONO �=0071N6 SCALE: N.T.S. NOTE: SEE 5EC71ON 0/52 FOR ADDITIONAL INFORMATION 5IMP50N 5P4 CONNECTOR 2"x PLATE A. j 7\ (2) #5 CON7. (1) RON 2x f5LOrKIN6 FOR NALL H(57.,5'-&". (2) RONS 2x 5LOC<IN6 FOR NALL H67. > —1/2,10 NED6E TYPE ANCHOR BOLT @ 24" O.C. N/4" MIN. EMBEDMENT &X& NIAXNIA NNF 10 �e N07E: HILTI 1/2"0 KNIK BOLT 11 NI 6" EMBEDMENT MA"r BE USED IN LIEU OF ANCHOR BOLTS. 1"--) C E L L @ 24" �NCHOR F=RA��f=— �NALL 70 C...M.J. :�E7AIL SCALE: N.T.S. SEE FLOOR PLAN FOR HEADER CONN. 2-RON5 I&d NAILS 57A66ERE1;) @ 16" O/C EACH FACE OR 3-RONS 166 NAILS 5TA66FRED @ 16' 0/0 FOR 2"xIO" OR (51REATER HEADER SEE FLOOR PLAN FOR HEADER 51ZE 11 -2 x4 CRIPPLE (1) 2"xW STUD TRIMMER TYPICAL 57UP (7`rP.) 5EF FLOORFLAN FOR SEE FLOOR PLAN FOR COLUMN r-.ONNECTION 51ZE P.T. 50T. PLATE 11w, UPLIFT OCNNEC71ONS REaUIREI�) AT LOAD BEARIN6 NALL5 ONLr LOAZ� 5EARIN& EEX7ERIOR ^ALL HEAZ�ER r��E�7AIL SCALE: N.T.S. DOUBLE IOcI TOP SPLICE NOTE: PLATE LEN(5TH5 MUST BE Iod 5" O1r- BOTTOM SPLICE OVER STUD z Q- WE 0 to ul C�l Co Lu CD < Ck Lu v— > tu rz I I I I Lu Lu V-- < c� w Lu 17-1 7-10�1 Z u- < Lu W- v— I-- lu z T— < Lu v— —1 Lu < u— Lu Lu T tu < N Z PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 7 11011-41—,�q,,,�� 10- 0, jIv.-, , , Z, N5, DATE: 7/14/2020 SCALE: SHEET: SCALE: N.T.S. SCALE- N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FDJ ENGINEERING AND DESIGN, 12 LLr1 CERT. OF AUTHORIZATION # 50q6b SEE ELEV. BLOCK NALL BEYOND rRANK@FDJEN6.COM FOR SLOPE FRE-EN61NEEREE;� NOOD TRUSSES (g 24'' OIC EXPANSION JOINT NINI�)ON AS SCHEDULED FRE-CAS7 CONIC. SILL ENGINEERING CERTIFICATIGATION UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.�-I.U. I HEREBY CERTIFY THAT I HAVE REVIENED THE ATTACHED DESIGN AND FOUND IT TO 13E IN COMPLIANCE VAITH THE FLORIDA BUILDING CODE, bTH EDITION (2011) - RE510FNTIAL DOUBLE 2"x4` TOP PLATE &X& ^I.4XNI.4 ALUM. SCREEN THISDRAKNG AND DESION 15 VALID FOR 12 OR, FIBERMESHNNF ROOI`-1 BY OTHERS MONTH5 AFTER THE DATE IT 15 516NED AND 2"x4'' #2 5TF 57UI�)S @ 16'' O.C. t, 1> g PA710 5FALED A f 114 ORAI;T: �eH�29��L ��N is 516NIED AND CRICKET AS REOUIREL.� Z/ Y FE I FNe;[NEERINC, ONLY. z C) INSTALLED U .2"x F7 NINDON 5UC< (150 MPH NIND) FA57NER SPAICINO INCHES) A,5 S 1� "x F7 NINDON 5UC< (< 120 MPH NINL,�) (1) #5 CON7. SEE ATTACHMENT E�)ETAIL THIS SHEET 01 4 - �a SIMPSON SF4 EA. 57UI:� tic LU (2) #5 CON7. FA57NER PANEL 4 FEET FEET SPAN SPAN SPAN 0 Cr- Z 5/all Ci�)X 4 FEET FEET a FEET �0 LU ool. FAS7ENEr 7'�rFE C rB--� CSARACSE r;�OCR REC,,E55 KN:�C^ SEC,7�ON SL-Ar;� El:� r-:;;E % CQ N RAN 'O""MO' - I LU S3 3 SCALE: N.T.S. S3 SCALE: N.T.S. 0 1 F I ELD SCALE: N.T.S. > T D NO. 5 NOOD S(�,REN BASED LU TRUSSES SEE UFI IFT SCHEDULE ANCHOR NITH 2 INCH v i I I EMBEDMENT LEN6HT 5IMP50N 5P4 @ EA. STUI�) C5< 1 ATTACH NINI�)ON FLANOE/FRAME TO 5JC<S PRE CAST 0 0 > NITH MIN #OX.2Y2" NOOI�) SCREN @ 5'' O.C. OR LINTLE OR 2''x P.T. PLATE MAIN SPAN ROOF TRUSS AS REaUIREI;� BY ^INDON MANUFACTURER 70 CONCRETE 71E 1/2"4') NEI�)67E 7TFE ANCHOR MEET REaJIREI�) KNI�) PRESSURES. BEAM TOP COURSE PRECAST LINTEL (NIN a"Xa"XI&" CONC. 0.1 —0 BOLT g .24'' O.C. N/4" MIN. #5 CON7. FOR OPENIN(55 <.O. BLOC< NI NO. 10 NOOD SGREN EASED UPLIFT CONNECTOR -) N C. $ ANCHOR N17H 2 INCH I EMBEDMENT &REA7ER THAN SEE IX& F7 POURED CL A (SEE SCHEDULE) PLANS FOR ADDITIONAL 1-#5 REINF. CON7. EMBEDMENT LEN(3H7 FL`�NOOI�) PANEL U. REGUIREI�� REINFORCEMENT. PREr-.A57 CONC. a''X(5''XI&` <.O. BLOC< N1 1 #5 CON7. - NINL.)ON Bur.< LINTEL N/ PL`rj^1001�) HURRICANE PANELS AND FILLED NI 2500 F51 CONCRETE - REINFORCIN6, 1/4 INCH LA6, SCREN BASED 1 #5 VERT. IN CONC. FILLED CEI L ALUMINUM NINI��ON DOOR 7RAr�,< ANCHOR N17H 2 INCH 7EMFEREI�) EMBEDMENT LEN61-17 N/ STD. 1�00 HOC< IN K.O. BLOC< &LASS (SEE FLOOR PLAN) 06 OFENIN6, 1) FASTENER SIZE - ' INCH DIAMETER A KNEE! �NALL AE30VE ��A50NR"To ^ALL 4" CONCRE7E-5LA5 N/ NOTE: '4 Z S, SCALE: N.T.S. 6"X 6" NI.4NIA NNF USE CLEAN, POISONED AND 2) FASTENER LEN&TH - MUST (50 2 INCHES DEEP INTO THE NALL LL CAUL< @EA. NINI�)ON COMPACTED SOIL 70 BE 5) FASTENER SPACINO - NO MORE THAN 16 INCHES APART ''MAX. COMPACTED TO Ci596/ 4) FASTENERS - MUST BE \/15RA71ON- RESISTANT $ PERMANENTLY INSTALLED 201-011MAX. PRECAST CONO. SILL MODIFIED PROCTOR ASTM 5) - FA57ENERS MU57 BE CORROSION RESISTANT - A\ 4 N ''X'' BRACE SEE C=AIL CON71N�OUS 50770Y CORD BRACINrz, I"X4` MIN. A FLYNOQI�) HURRICANE PANELS LU 4, -4 SET 7RA(�,< IN NOOI�) STRUCTURAL PANELS N17H A MINIMUM TH10<NESS OF LU — — — — 2X4 MIN F7 BUC<S A FULL 5=) NOTE: INSET 7RAC< INCH AND A MAXIMUM SPAN OF a FEET SHALL BE PERMITTED ATTACHED TO MASONRY N1 OF CAUL< , kK IV FOP, OPENINC7 PROTECTION IN ONE AND 7NO STORY 5UILDIN65. �1) 5-",Px25 " MIN. EM5EDED 7AFGON FROM OUTSIDE FACE PANELS SHALL BE PRECUT AND PRE-DRiLL=� 70 COVER THE 1(0 4 OF 5]-O(-�,< NINDON OPENIN&5 KITH ATTACHMENT HARDNARE PERMANENTLY z MASONRY 5(' REN5 AT a" O.C. (3 T- MAX AND AT 4'' FROM (2) #5 CON7. INSTALLEr;) ON THE 51JILDINC:7. THE PANELS MUST LAP OVER THE CORNERS. SET 5UC<S IN SIDES OF THE NALL AT LE57 5 INCHES. DO N07 F17 THE CON7NUOU5 SEALANT 5EI�) 5HU77F-RS INSIDE THE OFENIN6. CD 5L 1:� \C=7 C-7LA55 A77ACH��EN7 r��E7AL 7HRL) KNI;�O^ r;�COR 5EC-,,70\ HLAR�CANE 1=A57ENER SC,,HFr;��LE I$ PANEL 1��E7AL -X �D z �3 "3 �3 0 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S3 SCALE: N.T.S. < n ARRON INDICATES 20" MIN. LAP LU LONC7 1�)IR. OF PLYNOOr;) > U- --#3 OR #4 REINFORCIN6 BAR 6,A5LE END 5RACINr-7 @ Gable overhangs up to feet (64 1) mm) invvidth complying with Figure R609.4,5 shalt be 4'-0" Olr.. MAX FOR #5 4 #4 LAP SPLICE permitted. FIRST (4) RON5 OF 7RU55ES (2) 2"x 4" 5RACINC7 @ 52" OC. Pressure tre R0012—�� 5RAC,1N(:5 FLAN SEE DETAILS. ated 2. x 4 at 24 in. Roof sheathing LU 25" MIN. LAP E (610 mm) o.c., max. C, ---- ---- --- -- X X 0, _71" -Lr "--#5, REINFORCINO BAR SCALE: N.T.S. 7-- ZFacia IT51 a N/ 0, 124 in. (610 mm) CONS IN70 TIE BEAM 0, __ ' L -- - 71 — Wood LU 0 11 Soffit L*�"�8 in. (203 mm) Tll� S LA10 5FDLIGE r (4) 1/4" x 1 1/2" TAF- L -0, max. overhan Lo LU 1: 0 roof truss, rein foiced J-1 2 `X& 56'' MIN. LAP concrete rake beam FACIA -0 (4 in. (102 mm) Vertical reinforcement LU REINFORCIN6, BAR 2"x 4" COLUMNS N/ (1) RON 6 2 x 6" OR 2''x a'' COLUMNS (2) ROJ,^ 0(o LAF 5f=LICE -;,ERF r-ER=� I&dI C bent and lap -spliced minimum depth) OF 57A&C -D I&d COMMON NIRE NAILS OF STAC OMMON NIRE NAILS 0.162'', L = 5 1/2 (I�) = 0.162", L = 3 1/2") with rake bean) LL < N OU7LOO<ER1- reinforcement A 0L 00 N07ES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-FLY, PROVIDE 1/4'' 1�)IA. �-Concrete A @ 24" OFF0517E SIDES OF THE COLUMN x 5 1/2 " LAO SCRENS OR EOUAL masonry wall 2) ALL NAILS PENETRATE AT LEA57 3/4 (SPACE AS 5HONN FOR 5-FL,r) Grout OF THE 7HIC<NE55 OF THE LAST Grout, as required--�� #5 REINFORCINe, BAR LAKNA71ON stop -7` LAO SCRENS OR EOUAL 5) FOP, 5-FLY, FROVII:�E 1/4'� 1�)IA. location x 6AE3LE END 5) FOR 5-PLY, COLUMN SHALL BE (SPACE AS 5HONN FOR 5-PLY) PROVIDED BY: TYPICAL HUS IN57ALLA71ON RE7ROF17-M75 ANCHOR (NEE35 REMOVED RADIUS 1-7/a" NAILED AS SHONN FROM EACH SIDE 6) REFER To Ni�)S SECTION 15.5 FIGURE R609.4.5 2721 Agnes St FOR CLARITY) (ONE IN70 EACH OUTSIDE FACE OF: FOR ADDITIONAL INFORMATION Tampa FL 33619 5.U.C., SAME NUMBER OF RONS, GABLE OVERHANG SAME SFAG� I NO) 813 313 0045 0 X = IOd COMMONS OR ad RINO SAHN< @ 40-C. ON EACH SHEET OF PLYNOOr;1 0 CD 0 0 = 10d COMMONS OR ad RINC7 SHANK @ ON EACH SHEET OF FL`rNOOD -�AC,,< f=057 NALINCE; r;�E7AL C=7A5L7= OVERHANCS r:)E!7A1L Od COMMONS OF, ad fRINr7 SHAN< @ 511O.C. ON EACH SHEET OF FLT'NOOI�) _ �3 SCALE: N.T.S. SCALE: N.T.S. Cr C==,;AE5LE NAILIN67 5C,�4E!1;�JL.E #5� 57Z�. ':�00 �400< 1;�E7AL LL Cl S3 SCALE: N.T.S. SCALE: N.T.S. TYPICAL META HETA INSTALLATION TYPICAL H75 IN57ALLA71ON 5 D ciOo HOO< RID&E LINE 50NI�) BEAM + + +'+ .... +++++++++ K-- 2`x BUIL7-UF COLUMN 61RI��ER TRUSS %+++++++ +,+++++++ %+++++++ q) =�� , 11 1 + %+++++++ + + + + + + + + + -HEDULE SIMPSON H7T TYP. LU INT. HEADER S(�, .... .... CON7. #5 BAR V �++++++.+ < NAIL HOLE .... .... + + + + + + + + +++++++++ > OFENINrz, HEADER N/I&d NAILS .... ..... FILL EVERY NAIL + + + + FILL EVERY +++++++++ HOLE N/ I&d NAILS 1- + + + + + + + + + + +++ + 2X TOP PLATE DATE: ,.+++++++f UP 70 5'-4" (2) 211 X 611 5/4"I� 7HRU Rlr�OE LINE .... BOLT + + + + + + + + +++++++++ 5/a"0Xa" ''J" BOLT OF, + + + + + + + + +++++++++ 5/0"0 NEDC7E ANCHOR F ILL EVERY %+++++,+ +++++++++ 51-5" 70 51-41f (.2) 2" X5" 7/14/2020 + + + + MIN. 5" EMBEDMENT I + + + + + NAIL HOLE ..... ... +++ ................. ... N/166 NAILS ++++++++ ..... +++++++++++++++++++ + + + +++++ .... ...... ......... .... .... ....... I+ +++ + + + + + + +++++++++++++++++ ..... 51-51 70 a'-&" (2) 2" X 10'' .... ...... ............ .... 2 X 5.U.r. .... ++++++++++++ +++N"+++++++++ + + + + + + ++++++++++++++ r++++++++ SCALE: SIMPSON H77 7T' P . . . . . . . . . . . . * . . . . . . a'--7" 70 12'-6" (2) 2" X121' 5r-,HEPQLE- 145 rn,ph ZONE (�IAX) (1)#5 VERTICAL 70 TOP ............ ........... ad RINr7 SHAN< OR Iod COMMON NAILS @ 4'' O/(�, ad COMMON NAILS @ 6" OIC OF SONI�) BEAM 577F rFk�,AL SIMPSON 57RONC-; 71E H77 TYPICAL H77 70 BUIL7-UF COLUMN DETAIL + + +++++++++++++++++++ (�D &ABLE END NALL OR OF, 5UILDJN6 END ZONE ad COMMON NAILS @12'' OIC F11 NO S, ........... ........... (INTERMEDIATE) �FLI=7 C,0NNEC71ON5 A7 SHEET: 7'�F�C,AL ANC,,HCR 1;�E7AL5 5HEA7HNr--5 NAL FA77ERN5 ��A!50NRk�� NALL- 57EF LCAt:� 5EARN6; �NALLS SCALE: N.T.S. �.S3� SCALE: N.T.S. �3 SCALE: N.T.S. S3 SCALE: N.T.S. 5-2 Note: The purpose of this Guideline Specification is to establish a minimum performance standard for the basic DESIGN 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 Cover sheet 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 I - GENERAL REQUIREMENTS A. Related Documents: 1. Drawings and General Provisions of the Contract apply to work of this Project and Specifications. 2. All product manufacturees 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 OR Bellevida Design will not be responsible for vendor engineered drawings or drawings produced by engineers not under contract with the design professional 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; i. This drawing package is based on documents, specifications and related information provided by the Lessee, Owner or Ownees Agent. The design professional 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 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 Ownees agent, submit order confirmations and delivery dates for such long lead time items to the Owner or Owner's agent. 2. The Owner or Ownees 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 Ownees 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 existing construction and face of rough framing for new construction. 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 Ownees agent before construction. 9. The Architect shall not be responsible for any deviation from these drawings as dated on the shoots. 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 Ownees 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 coiling 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 andlor wood base. b. Paint samples. 8 1/2 x 11 "draw downs" for every color used. c. Suspended acoustical ceiling tile 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 Design professional 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 Arch itect/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 (1 0) 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 Ownees 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. 1. 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 all measures necessary to protect any property or tenant adjacent to the Work. In the event of any loss, damage, or destruction thereof from any cause, and except to the extent that Owner provides Builders Risk Insurance coverage for such loss, damage or destruction at Contractor's sole cost and expense. In the event damage to the Work is covered by any insurance policy provided by the Owner, Contractor will pay the deductible amount, 2. Contractor shall be liable for all costs Owner incurs as a result of Contractor's failure to perform this Contract in accordance with its terms. Contractor's failure to perform shall include the failure of its suppliers or subcontractors of any tier to perform. Contractor's liability shall include, but not be limited to: a. Damages and other delay costs suffered by Owner. b. Owner's increased costs of performance, such as extended overhead and increased performance costs resulting from Contractor caused delays or improper Contractor work. c. Warranty and rework costs. d. Liability to third parties including the Architect, and other design professionals under contract with the Architect. e. Attorney's fees and related costs. K. Indemnification: 1. To the fullest extent permitted by law, the Contractor shall indemnify, hold harmless and defend the owner, Architect and all of their agents and consultants, directors and employees ("Indemnities") from and against all claims, damages, demands, losses, expenses, causes of action, suits or other liabilities (including all costs and reasonable attorneys' fees), arising out of or resulting from the performance of Contractor's Work under the Contract, provided any such claim, damage, delay, loss or expense is attributable to bodily injury, personal injury, sickness, disease or death, or to injury to or destruction of tangible property, including the loss of use resulting there from, to the extent caused in whole or in part by any negligent act or omission of the Contractor or anyone directly or indirectly employed by him or anyone for whose acts Contractor may be liable, regardless whether it is caused in part by an Indemnities. This indemnification shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor under any workers' compensation acts, disability benefits acts or other employee benefits acts. This indemnification shall be in addition to any indemnity liability imposed by the contract documents. Contractor is obligated to maintain adequate contractual liability insurance to secure this indemnification obligation. 2. Contractor will have all subcontractors agree to Indemnify the Indemnities in the same manor the Contractor has agreed to indemnify the Indemnities under Div. 1, paragraph K. I. 3. Contractor's assumption of liability is independent from, and not limited in any manner by, the Contractor's insurance coverage that is required by the Owner or Owner's agent. L. Changes and Claims: 1. Contractor shall submit in writing to Owner any claims for adjustment in the price, schedule or other provisions of the contract claimed by the Contractor for changes directed by the Owner, or for damages for which the Owner is liable, or as a result of deficiencies or discrepancies in the Contract Documents, within five (5) days of the beginning of the event for which claim is made. If requested by Owner, Contractor shall furnish complete substantiation of any claim within ten (1 0) days of Owner's request, otherwise such claim shall be deemed waived. 2. The Owner shall have the right to order extra work to be performed on lump sum, unit rates or time and material basis. All changes and claims will be priced on the basis of the unit rates set forth on a Contractor supplied Schedule of Values to the extent applicable. All unit rates will remain valid for the duration of the Project. 3. Pending resolution of any claim, dispute or other controversy nothing shall excuse the Contractor from proceeding with prosecution of the Contract Work. M. Bidding Instructions: 1. Unless otherwise noted, the Owner or Owner*s agent will be responsible for the bidding and negotiation and selection of the Contractor, Questions regarding the bidding schedule, format, and any other bid -related instructions shall be directed to the Owner or Owner's agent. 2. Submission of Bid is an acknowledgment by the Contractor that he has read and understands the contents of this Guideline Specification and Is in receipt of all construction documents, addendums, owner prepared instructions to bidders, etc. Contractor shall list on their bid submission the drawing sheets used for bidding, any addendums and associated issue dates (or revision dates). N. Closeout Requirements: 1. Submit written certification that the Contract Documents have been reviewed, work has been inspected and that work is complete in accordance with Contract Documents and ready for Architect/Engineer's review. 2. Provide an "Operation and Maintenance Instruction" Booklet containing the following Closeout Documents to the Architect/Engineer. a. Section 1: Directory, listing names, addresses and telephone numbers of Architect/Engineer, Contractor, Subcontractors and major equipment suppliers. b. Section 2: Operation and maintenance Instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses and telephone numbers of Subcontractors and suppliers. 1) . Significant design criteria 2) . List of equipment. 3) . Parts list for each component. 4) . Operating instructions. 5) . Maintenance instructions for equipment and systems. 6) . Maintenance instructions for (special) finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. c. Section 3: Project documents and certificates. i.) Shop drawings and product data. 2). Final release of liens. 3). Certificates. 4)� Originals of warranties and bonds. 3. Submit final Application for Payment identifying total adjusted Contract Sum. 4. Submit two copies of closeout booklet within 1 0 days after Substantial Completion. DIVISION 2 - SITE WORK ( Reference Civil or Site drawings if part of the drawing set.) A. Trenching, Back filling and Compaction: 1. The General Contractor will be responsible for any trenching, back filling and compaction relative to the Work. The Contractor shall coordinate all excavation activities with all potential Owner's of underground facilities in the areas to be excavated. Unless otherwise noted in the contract documents, all utility services shall remain in service during construction without interruption. a. Soil Compaction shall be 95% of laboratory density (FMI -TI 66). b. Cost of Compaction testing shall be borne by the General Contractor. 2. Sterilization: Contractor shall procure and pay for all tests and water required for sterilization and tests required for all equipment, pipelines, tanks and other parts of the project with which water comes in contact and which have been contaminated by the Contractor after completion of construction. SITE: 1 . Utilities Locations: The Contractor shall verify the locations, elevations, and dimensions of all existing utilities affecting this work prior to construction. The Owner shall be notified of any discrepancies. 2. Utilities Protection: The Contractor shall use extreme caution in areas of buried utilities and shall provide at least 48 hours notice to the utility companies prior to construction to obtain field locations of existing underground utilities. The Contractor shall protect and maintain operation of existing utility services during construction. 3. Damage: The Contractor is responsible for repairing any damage to existing facilities, above or below ground, that may occur as a result of the work performed by the Contractor. 4. Grading: The site shall be initially grades such that no off -site area will be adversely affected by storm water runoff. All areas shall be protected from erosion caused by storm water runoff. The final grades to be as shown on site plan. The owner to furnish sod and irrigation. VISION 3 - CONCRETE ( Reference Structural drawings if part of this drawing set.) A. General: 1. All work whether it be slabs, pads, ramps or walks shall have a concrete mix designed to obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be in conformance with that indicated on the structural drawings. B. Poured -in -placed Concrete; 1. Codes and standards: ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 31 5 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: (U.N.0) a. Portland Cement - ASTM C1 50 b. Aggregates (314 in. maximum) - ASTM C33 c. Air entraining - ASTM C260 d. Water Reducing - ASTM C494 e. Flyash (20% maximum) - Class F ASTM C618-78 f. Water - Potable g. Slump Range - 3 in. - 5 in. h. Placement Time (Maximum) - 90 minutes from batch time required. 3. Minimum compressive strength after 28 days: a. Footings, masonry fill - 3000 PSI b. Beams - 4000 PSI 4. Reinforcing steel is to be Grade 60 conforming to ASTM A615 a. Minimum lap splice - 30 diameters (U.N.O.) b. Bar cover: Footings - 3 Imes Beams - 1-1/2 in. c. Provide corner bars which match the horizontal bars at all wall footings and tie beams. d. Welding reinforcing if required shall conform to AWS DIA. 5. Slab -on -grade a. Welded wire fabric - ASTM Al 86: lap mesh 6 in. minimum at joists b. Moisture barrier - 6 mil polyethylene c. Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. 8. Concrete curing options a. Liquid membrane forming chemical compound conforming to ASTM C309. b. Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings. I 0. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the owner, architects, structural engineer and General Contractor. a. Slump test - ASTM C1 43 b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. All beams shall be poured monolithically, 12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted otherwise on architectural drawings. 13. Coat all forms with a commercial compound that will not bond or adversely affect the concrete. 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 4 - MASONRY I DIVISION 9 - FINISHES I - - FDJ ENGINEERING AND DE51GIN, A. Concrete Masonry Units (CMU) General Notes: 1. Paint - General; LLr, 1. Grade'N'type 11 hollow load bearing masonry units which conform to ASTM C 90. 1. General Contractor to coordinate all finishes with tenant provided directive. 1. Provide manufacturers, colors and products as indicated on drawings and in schedules. Work a. Net Compressive Strength Test of units = 2,000 psi. 2. All interior finishes must meet the requirements for NFPA-101 2006 edition Chapter 38.3. includes painting and finishing of interior (and exterior when applicable) exposed items and CIERT. OF AUTHORIZATION # BOC166 FRANK@FDJFNC,.r,OM b. f'm = 1,350 psi. coatings and in walls not exposed to weather. 3. ALL INTERIOR AND EXTERIOR MATERIALS USED BELOW THE BFE SHALL BE FLOOD DAMAGE RESISTANT IN surfaces throughout the project, including but not limited to the entire perimeter of the project 2. Size, 16" long x 8" high nominal: 15-5/8" long x 7-5/8" high actual. ACCORDANCE WITH FBC 2017,6TH EDITION AND FEMA TECHNICAL BULLETIN 2 i. e. handrails and bollards. Provide all surface preparation and priming as required. ENGINEERING, 0EIRTIFICATIGATION 3. Type 1, moisture- controlled unit. Hollow load bearing block, ASTM C90. A. Gypsum Wallboard: ii. Surfaces to be painted: Except where natural finish of material is specifically noted as a I HEREBY CERTlfzY THAT I HAVE REVIENEP THE B. Mortar and Grout. 1. Mortar shall be type'Wor'S'and conform to ASTM C 476. 1. Product: a. Interior partitions: 112 in. thick, comply with ASTM C 840. 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 ATTACHED DE516N AND FOUND IT TO BE IN rOMFUANCE iNITH THE FLORIDA BUILDING CODF, &TH EDITION (201 1) - RE51DENTIAL a. Portland Cement: ASTM C 150, type 1. b. Fire Resistant: 518 in. thick, type X, comply with ASTMC 1396. adjacent material or area. If color or finish is not designated, Architect will make the required TH 15 D"INS AND DE516N 15 VALID FOR 12 b. Hydrated Lime: ASTM C 207, type S. c. Water resistant gypsum backing board: 5/8 in. thick, comply with ASTM C 630. selections. MONTHS AFTER THE DATE IT 15 5Ir,NFI) AND c. Aggregate for mortar: ASTM C 144. d. Exterior gypsum soffit board; 5/8 in. thick, comply with ASTM C 931. a. Do not paint over any code required labels, i.e. U.L. or Factory Mutual, or any equipment SEALED d. Aggregate for grout: ASTM C 404. 2. Drywall Accessories: identification, performance rating, name or nomenclature plates. 2. Course Grout shall conform to ASTM C 476. a. Provide corner beads, edge trim and control joints which comply with ASTM C 1047. b. Contractor will be required to submit paint draw -downs for architect's approval. THIS DRANING, AND DE516N 15 516NED AND 7- a. 3,000 psi at 28 days. b. Gypsum board screws: ASTM C 1002. c. Provide concealed interior for height than 3 ft. long from c. DO NOT apply paint in rain, fog or mist, or when relative humidity exceeds 85%, or to damp SEALED FOR STRUCTURAL ENGINEERING ONLY. (3 b. 3/8" aggregate. support steel partial wall greater or wet surfaces, unless permitted by paint manufacturer's printed instructions. Painting may be c. 8"-10" slump. the freestanding end. 3. Finish: apply ready -mix drying -type all joint compound in three coats continued during inclement weather if areas and surfaces to be painted are enclosed and , 2,� % ,%. - 11 I.,opfkE I— d. Fill all cells containing reinforcing with course grout. purpose (3) (not including heated or conditioned within temperature limits specified by paint manufacturer during ,% 1% , ^ .. , .. *I- 1% . (L 3. All work shall conform to ACI 530-88. pre -fill of openings In base) and sand between coats and after last coat. Surface application and drying periods. 1% Is 1� _* k. ..' r, E . ,* �' I W 4. Water: Clean and potable. 5. Joints: Floated smooth and even. to be smooth. 4. Inspections: inspect and patch existing one (1) and two (2) hour rated partitions to d. Use of lead containing paint products will not be acceptable. All paint products must be VOC compliant. ,,.,� .,V� .-N, . I 1 1% . -% T. � 7 ?� 5 3 .. 0 6. Reinforcements: maintain their rating. Label rated and smoke partition above the ceiling line. e. Approved manuf: Sherwin Williams, Glidden/ ICI, Porter Paints, Color Wheel / Comex. . .. ZZ it' : NO � �� LL : I* % 0) ui a. Reinforcing bars shall be lapped 48 diameters where spliced. S. Level of gypsum board finishing shall be as described in Chapter 4 of the USG handbook J. Exterior Paint: (SELECTIONS BY OWNER, COORDINATE WITH GENERAL CONTRACTOR) � - : I - CC � t- C, b. All vertical bars shall be held in position at the top and bottom and with a and GA-214-90 Levels of Gypsum Board Finish. Unless otherwise noted, Levels 4 and 5 finish 1. Wood - * . I Z, . �_�n--.J fu I I I minimum clearance of 1/4" to the masonry walls and one diameter between bars. 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 a. Primer: 1 coat, Kilz primer � I - .1 � -lw . r �_ . -�o .. S� . � . .- UJ ro "" At. � . *0 A, UJ c. Horizontal reinforcing shall conform to ASTM A 82. b. Finish: 2 coats, acrylic latex. . , - ,�.� . .! : r. -P -. L411 .0 ,O , , -1 M d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-o-wall or equal at 16" public view and when required, a degree of sound and smoke control shall be obtained via c. Color; - , , ,Q. I I.,. '4* 4.� FRI � rs I � ED o.c. and shall be lapped a minimum of 6" at each splice. C. Placement: "fire -taping". b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630) is used as a 2. Metal (ferrous) _ � , ?�t)ftk 0_,,� %, P .� - - I . -',j-"' ' FL P �1 %% < �_ (�j LU a. Primer: Pre -treat with Duosol, apply I coat, Kern Kromik primer or equal. . I r) k�l 1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, substrate for tile. b. Finish: 2 coats, industrial enamel, VOC compliant. .ft 4 - 11�%% 7- 0) vertical and horizontal. c. Level 3: Specified in appearance areas that are to receive heavy or medium texture (spray c. Color: g > 2. Masonry inspection shall be per ACI 530. or hand applied) finishes before final painting, or where heavy grade wall coverings are to be 3. Metal (nonferrous): LU D. Masonry units and mortar ingredients shall be stored on pallets and covered with visquene. applied. a. 2 coats, Metalatex semi -gloss enamel. D v DIVISION 5 - METALS d. Level 4: Specified in appearance areas where textured flat paint (i.e. eggshell), light textures b. Color: > I I I Steel Construction: (See Structural drawings for in-depth specifications) or wall coverings are to be applied. Joints and fasteners must be adequately concealed. 4. Masonry, Concrete, Stucco: LU A. Light Gauge Metal Framing: e. Level 5 (Highest Quality Finish): Specified in appearance areas where gloss, semi -gloss, a. Primer: I coat, heavy duty block filler. (Z 1. General: Type of work in this section includes exterior wall and soffit framing as indicated enamel, or non -textured paints are specified or where severe lighting conditions (down lights, b. Finish: 2 coats, acrylic latex. LU on the drawings. The type of light gauge metal framing units include the following: wall washers, etc.). After filling and three (3) coats of joint compound have been applied to c. Color: �_ a. One or more of the following "C" shaped steel studs (25 gauge, 20 gauge) taped areas, a thin skim coat of joint compound shall be applied over the entire surface. S. All hairline cracks in masonry will be caulked and or bridged with a brush -on Elastomeric < b. One or more of the following "C" shaped steel joist-, 2-1/2", 3-6/8", 6" After the skim coat has dried, the entire surface shall be primed with Sheet rock "First Coat" sealant to match the existing surface. Cracks larger than hairline but smaller than 1/8 in. will Ck 2. Quality Assurance: Comply with the referenced provisions of the following standards and or a flat latex paint with high solid content applied undiluted. B. Stucco: ALL EXTERIOR COVERING TO COMPLY WITH FBC 2017 ED R703.6 be caulked with Mameco Vulkem 11 6 polyurethane sealant. Cracks larger than 1/8 in. are to W . . . . specifications: 6TH - CONTRACTOR TO REVIEW, be filled with a backer rod and then filled with Vulkem 11 6. a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process, structural 1. Work Included! Exterior Portland cement plaster (stucco) for exterior wall surfaces and K. Interior Paint: LU (physical quality). exterior ceiling areas. See Architectural drawings for details and locations. NOT USED EQ b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the hot dip process 2. Plaster Materials - Exterior Stucco: DIVISION 10 - SPECIALTIES X commercial quality. a. General: Provide standard products recommended by the manufacturer for application Not used :3 c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality. indicated, comply with ANSI A42.2 and ASTM C926. DIVISION 11 -EQUIPMENT Z d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality. b. Base -Coat Cement: Portland Cement, ASTM C 150, Type I or [a. Not used . - - - - DIVISION 6 - WOOD AND PLASTICS (See Structural drawings AND PERMIT SUBMITTED for in-depth c. Base -Coat Lime: ASTM C 206, special finishing hydrated lime, known as Type S. DIVISION 12 - FURNISHINGS specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL GUIDELINES ONLY FOR SCOPE d.Base-Coat Aggregate; Sand (ANSI-A42.2). Notused OF WORK.) e. Prepared Finish -Coat: Factory -prepared finish coat. DIVISION 13 - SPECIAL CONSTRUCTION A. Miscellaneous Lumber: 1). Base Building Texture: Skip Troweled. Notused 1. Provide wood for support attachment of other work including cant strips, bucks, nailers, 2). Exterior ceiling surfaces: Smooth Troweled. DIVISION 14 - CONVEYING SYSTEM 06 blocking, furring, grounds, stripping, and similar members. f. Admixture: For scratch coat and brown coat add one of the following to stucco/plaster mix Not used 2. Grade: Standard grade light framing size lumber of any species or board size lumber as per manufacturers recommendation: Thoro Systems "Acryl 60", Lambert "Acrylbond". Mix additive at the rate of I admixture to 3 water, blend solution thoroughly, then use DIVISION 15 - MECHANICAL �- Z kD required. No. 3 Common or Standard grade boards per WCLIB rules or No. 3 boards per SPIB Moisture Maximum 19 for lumber items part parts solution as a replacement of water, Not used U_ Z rules. content: percent not specified to receive DIVISION 16 - ELECTRICAL preservative treatments. 3. Accessories: Vapor Barrier: General Notes: < C) 3. Pressure treat all wood members exposed to weather or in contact with masonry, concrete, a. For installation of stucco on exterior sheathing: Install 15# asphalt saturated felt building paper, all seams sealed against moisture penetrations. 1. The design professional shall be notified immediately by the General Contractor if any discrepancies are found between the V F_ " (2k or soil. B. Plywood b. Bonding Agent: For use on cast in place concrete block, use one of the following bonding Architectural Drawings and Structural Drawings. Sub Contractors shall be responsible for the information sheathing: indicated: agents: Lambert "Hi -Bond", Thoro "Thorobond". contained within the entire set of Construction Documents. 0 k) -1 1. Wall sheathing: APA, Structural 1, Group 1, size and span rating nailed with 8d ELECTRICAL nails at 6 in. o.c. at edges and 12 in. o.c. at intermediate supports. c. Metal Lath Materials: I . All Electrical work shall be in accordance with the following codes and all local codes and V :3 :) C. Miscellaneous Material; 1). General: Comply with the following; ASTM C 841 and FS-00-L-1 01. 2). Backing: Where lath is indicated without sheathing, provide lath with factory -applied ordinances, 2017 Florida Residential Building Code (FBC) w/ any relevant Supplements, and EQ 1. Fasteners and Anchorage: latest Florida Fire Prevention Code (FFPC) LU V_ a. Provide size, type, material, and finish and as recommended by applicable standards, backing of moisture -resistant paper or polyethylene film. 3). All metal lath to be galvanized per ASTM A 525. 2. All wire, conduits and boxes shall be concealed unless noted otherwise. �- �- UJ complying with applicable Federal Specifications for nails, screws, staples, bolts, nuts, washers, 3. AH conductors shall be stranded copper, THHNITHWN, minimum #1 2 AWG. All conduit shall powder actuated fasteners, and other anchoring devices. 4). Exterior Diamond Mesh Lath: 3.6 lbs. Per sq. yd. large Mesh openings (approximately 1-3/8 in. deformations). be concealed, unless otherwise shown. d) 0) I b. Provide metal hangers and framing anchors of size and type recommended by the manufacturer for each use including recommended nails. 4. Metal Plastering (Stucco) Accessories and Reinforcement: 4. All circuits shall contain a separate green, copper grounding conductor. Panel final < Z 5. boards shall be accurately labeled to identify circuit numbers utilized, their �) c. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, fasteners and anchorage with hot -dipped zinc, ASTM A-1 53. a. All metal plastering accessories to be made of zinc alloy. b. Small -Nose Comer Bead: General purpose type with expanded of perforated flanges. load, and location. Electrical Contractor I Q) provide Comerite Square Casing Bead: Manufacturer's 6. installation shall be closely coordinated with all other work. shall be T OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND MOISTURE INFILTRATION c. and -Edged standard exterior pre -formed responsible for all costs associated with ill-timed installation including any associated OF WOOD MATERIALITY. product. repairs or replacements. 0 DIVISION 7 - THERMAL AND MOISTURE PROTECTION . d. Control Joints: Folded pair of non -perforated screeds in M-shaped configuration with expanded flanges. 7. All receptacles shall have a ground terminal. A. Bituminous Damp proofing: e. Expansion Joints: Prefabricated 3/8" for exterior. 8. Coordinate all temporary power requirements and all primary utility relocation and new 1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM D 1227, Type III f. Fasteners: Galvanized steel, of type and length suitable for adequate penetration of work with power company. Manufacturer: Karnak Chemical Corp. or equal. 2. Installation: Apply coat of liquid asphalt emulsion damp proofing material by brushing or substrate. g. Anchor each flange of accessories 8" o.c. to plaster base. 1. SOIL UNDER SLAB TO BE CLEAN COMPACTED FILL - POISONED, 2. CONCRETE SLAB TO BE 3,500 PSI @ (28) DAYS. spraying at rate of 1.5 to 2.5 gal. Per I 00 sq. ft., as required for uniform dry film thickness of not less than 1 5 mil. on the interior surface of existing or new masonry or concrete tilt h. Miter or cope accessory corner, and install with tight accurately aligned. I. Install casing beads at termination of plaster work. 3. CONCRETE FOOTINGS & FOUNDATION WALLS TO BE 4,000 PSI @ (28) DAYS. walls. B. Plastic Vapor Barrier: 5. Plaster (Stucco) Application: 4. ASSUMED SOIL BEARING - 2,000#. 5. OWNER IS RESPONSIBLE FOR HIRING SOILS ENGINEER. VERIFY WITH OWNER PROVIDED 1 1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM D-96. 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 INFORMATION PRIOR TO ORDERING CONCRETE TO BE FIELD VERIFIED PRIOR TO PLACING OF E. Fire Safing Insulation (one of the following); "Fire scratch) for bond with finish -coat. Comply with ANSI-A42.2. FOOTING REINFORCEMENT. CONCRETE POUR = NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO MEET ASSUMED REQUIREMENTS. STRUCTURAL DESIGNER SHALL BE IN COMPLIANCE WITH 1. Non-combustible rated per ASTM E-1 36 Rockwood Industries Stop". 2. USG "Thermafiber Safing". 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 FBC 2017, RESIDENTIAL AND ALL LOCAL ORDINANCE AND REGULATIONS. (REFER FBC CH. 18). LU 3. Thickness as required to fire stop gaps in walls or at the walllroofdeck intersection so as FINISHES) 6. WIND LOAD DESIGN = REFER TO COVER SHEET o6 to maintain the designed fire rating. Refer to drawings and UL design criteria. 1. Marble threshold: 7, EXPOSURE - REFER TO COVER SHEET TRUSSES, I -JOISTS, AND WOOD I LVL BEAMS - IF ANY UNFORESEEN ISSUES ARISE ON 0) > F. Sealant: 1. Interior: Paint grade silicone. 2. Ceramic tile: (to be selected by OWNER) a. Field: Size; Color: (to be hand selected by Owner) EXISTING STRUCTURE, OWNER AND ARCHITECT ARE TO BE NOTIFIED. IN THIS CASE, TRUSS MANUFACTURER WOULD BE RESPONSIBLE FOR PROVIDING PROFESSIONAL ENGINEERING SERVICES. 0) Z < i �� 2. Interior: Wet locations: Mildew -resistant silicone, white. b. Accent tile: Size: Color. 3. Exterior: Paint grade silicone. 4. Fire Stop and Fire rated penetrations: Dow Corning Fire Stop Foam 2001 and Fire Stop c. Install in accordance with TCA-FI12 and ANSI A108.5. Grout in accordance with ANSI Al 08.1 0. THE TRUSS MANUFACTURER IS TO ASSUME ENGINEERING RESPONSIBILITIES, HAVE SHOP DRAWINGS PREPARED AND DO A COMPREHENSIVE ENGINEERING ANALYSIS, BYA FLORIDA REGISTERED LU �_ I_Z) X u Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil 200 Fire stop Foam and 3. Glazed tile: STRUCTURAL ENGINEER (INCLUDING CONNECTIONS). *** CONTRACTOR TO COORDINATE WITH OWNER REGARDING A THIRD PARTY SURVEILLANCE SYSTEM I Pensil 100 Fire stop Sealant. a. Field: Size: Color: SHOULD WIRING, CAMERAS, AND WIRELESS SYSTEM BE COORDINATED WITH DOORS & WINDOWS, 1�) �- TERMITE PROTECTION NOTES (FBC 2017): b. Accent tile: Size: Color: (TYR). (%3 1 . A permanent sign which identifies the termite treatment provider and need for rewinspection 1) Install in accordance with TCA-FI12 and ANSI A108.5. Grout in accordance with ANSI GYPSUM BOARD/ BACKER BOARDS. Z: < and treatment contract renewal shall be provided. The sign shall be posted near the electric panel. -F.B.C. 11105.11, FBC SECT 1816 A108.10. 4. Grout color shall be selected by Architect from standard manufacturees colors. 1. GWB: Install 5/8" MOISTURE RESISTANT gypsum wall board throughout with "First Coat" 0 " 2. Weather resistant jobsite posting board shall be provided to receive duplicate I . ROOFING: PROVIDE FL PRODUCT APPROVAL AND MANF INSTRUCTIONS PER FBC 2017 finish by US Gypsum. 2. NOT USED. --I :# treatment cert. as req'd protective treatment Is completed, providing a copy for the person the permit is issued to and another copy for the building permit files. The treatment RESIDENTIAL 2. Contractor to provide watertight roof system. 3. Water -Resistant Gypsum Backer Board: Provide at all wet areas. 4. Tile Backer: Provide a "cementious backer unit" equal to Durock Cement Board. - F § certificate shall provide the product used, identity of the applicator, time and date of the 3. Samples: Provide samples of shingles for Owner Selection prior to purchase. DIV 22 PLUMBING: - -1 treatment,site location, area treated, chemical used, percent concentration and number of gals. used, to establish a method for termite prevention is used, final ext. treatment shall be 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 I . 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 Q LU completed prior to final building approval. Building Code and be resistant to discoloration and UV lighting. HIDDEN IN WALL ABOVE SLAB. VERIFY ALL EXISTING SERVICE IS COMPATIBLE. LU lu 0 1816.1 Termite protection. Termite protection shall be provided by registered termiticides, including soil -applied pesticides, baiting systems and pesticides applied to wood, or other 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 2. VERIFY ALL PLUMBING DIMENSIONS WITH CABINET MAKER'S SHOP DRAWINGS PRIOR TO WORK Z (L -Up PERFORMED BY ALL TRADES. V approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, Registered Termiticide. Upon completion of the application of the Roof System. 6. Underlayment: Provide as per manufacture specifications. 3. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL LOCATE EXISTING WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE ROUTING AND LU 0) - < f termite protective treatment, a certificate of compliance shall be issued to the building "The W.R. GRACE & CO ICE & WATER SHIELD HT DIRECTION AS REQ TO CONNECT TO EXISTING WASTE LINE (IF NECESSARY)., TYR kD department by the licensed pest control company that contains the following statement: building has received a complete treatment for the prevention of subterranean termites. 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 4. LOCATE AND COORDINATE ALL VENTS, VALVES, DRAINS, AND FIXTURES AS REQUIRED BY CODE. D_ Treatment is in accordance with rules and laws established by the Florida Department of BUILDING PRODUCTS 6IN (2.5" FACE) ALUM. DRIP EDGE FLASHING WITH CEMENT APPLICATION COORDINATE WITH OWNER AND ARCHITECT PRIOR TO ORDERJ INSTALL. IF EXISTING PLUMBING IS USED PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND Agriculture and Consumer Services." 1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil AND CONSISTENT NAILING FASTENED AS SCHEDULED. 9. Spray Polyurethane Foam Insulation- NOT USED. ARCHITECT AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND. treatment inside the foundation perimeter shall be done after all excavation, WINDOWS/ DOORS: EQUAL TO PGT or LAWSON WINDOWS. CONTRACTOR TO GET PERMISSION FROM OWNER IF ARCHITECT AND GENERAL CONTRACTOR MAY USE THE FOLLOWING SIGNAGE DETAIL TO CONCEAL PERMIT BOX. CONTRACTOR TO REMOVE backfilling and compaction is complete. 1816.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after 10. Door Hardware: See GC specs for allowance. Provide all stops, hinges, weather strips, thresholds, etc. to ensure quiet and safe door operation. (RETURN SIGNAGE TO ARCHITECT) POSTS WITHIN 21 DAYS OF COMPLETION OF WORK (OR OWNER initial chemical soil treatment shall be retreated with a chemical soil treatment, 11. Keying & Locksets: All exterior locks to have Interchangeable cores & heavy duty AGREEMENT). PROVIDED BY: including spaces boxed or formed. 1816.1.3 If treatment is for termite space in concrete floors cylindrical type locksets� and to be keyed to a Master. Provide 4 Master keys. 2721 Agnes St soil used subterranean prevention, ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEEDANY boxed out or formed for the subsequent installation of plumbing traps, drains or any OR ALL NOTES AND DETAILS. ALL DOORS/ WINDOWS MUST COMPLY WITH ANSI TEST STANDARDS Tampa FL 33619 other purpose shall be created by using plastic or metal permanently placed forms of THAT ARE SPECIFIED IN THE FL BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. WITH AAMA, WDMA, AND MIAMI-DADE LABELED PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM. 813 3130045 1816.1,4 If soil treatment is used for subterranean termite prevention, chemically treated soil PLEASE CHECK LOCAL BLDG. CODE FOR EXACT REQUIREMENTS. 2 shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall ADDITIONAL STRUCTURAL DESIGN CRITERIA: dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work, AREAS: LIVE LOADS: DEAD LOADS including placement of reinforcing steel, done after chemical treatment until the concrete floor is FLOORS 40 PSF *PSF R� -, , , _ " I - " lil', I'll-, _'_ q, , "" 114, I, - 1,,,,,�-� 1 " �q I___,�', CE poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. BALCONIES 60 PSF 10 PSF 'I � , " ,,,, - -.", _ ;t ,, � � �, _)�, ,g,- _��, ,,,,,- 1�1��,,�%,--�-� � I " 1816.1.5 If soil treatment is used for subterranean termite GUARDRAILS 1HANDRAILS 200 PSF 10 PSF , ,��,,� , ,,%;�� `�`.`f 71w,�,f--,We'-�,,' .1 - " , , prevention, concrete over -pour or mortar accumulated along the exterior foundation perimeter 50 PSF 10 PSF AM,-", � i��,�,�,,'k��,,�,�,��i-,�'i��,�,��'-,',",;.�- �,, 1�1_ - - " ��, �,,� , 11- shall be removed prior to exterior chemical soil treatment to enhance vertical penetration SHINGLE ROOF 20 PSF 10 PSF �,��,-,a��;��!,��r"?�',"',�rL,.��,,�-,�l,-,�-�,,,-�� 1, I Cr of the chemicals. BUILT UP FLAT ROOF 20 PSF 10 PSF I, I 11,1 I - , I'- '� " , �_ � ,"I"11-1 � , ", I'll ", 1816.1.6 If soil treatment Is used for subterranean termite TILE ROOF 25 PSF 15 PSF 1-1 I , , � 11_� - '11, � LL prevention, chemical soil treatments shall also be applied under all exterior concrete or grade �,�_, .1111, - - �, r�U I 1�� within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical , � 1, � V��. ,�, I C barrier shall be applied promptly after construction is completed, including initial landscaping I I - and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. 181 6.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply; however, a 41IIIIIIIIIIIII signed contract assuring the installation, maintenance and monitoring of the baiting system for a I minimum of 5 years from the issue of the certificate of occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. 1816.1.8 If a registered termiticide formulated and registered as a wood treatment is used for I subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not . apply. Application of the wood -treatment termiticide shall be as required by label directions for �� use, and must be completed prior to final building approval. Changes in framing DATE: or additions to framing in areas of the structure requiring treatment that occur after the initial wood treatment must be treated prior to final building approval. 1816.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose- containing materials. If soil treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.01 0 inch 7/14/2020 (0.254 mm), and be sealed within the slab using a non -corrosive clamping device to eliminate I I the annular space between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATION. OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2017 APPENDIX E SCALE: CHAPTER 913-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS / APPENDIX F - PASSIVE RADON RESISTANT NEW RESIDENTIAL AND UNDERSTAND ALL RISKS INHERENT AND WILL NOT HOLD ARCHITECT, BUILDING OFFICIALS, OR CONTRACTOR LIABLE I I SHEET: 6 - 1 ��r5 Z p� y� wl�J�Jny'ni' C 3� zqg� �