Loading...
314 3rd St RESO19-0004 Guest House 0` , yr Ire Comp. By: S/W sA Date: 3/4/2019 Public Works Department City of Atlantic Beach Permit No: RES 019-0004 Address: 314 3rd Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7.500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,205 7,500 1.00 0.29 Pervious 5,295 7,500 0.20 0.14 Runoff Coefficient(C)= 0.44 Runoff Volume V= 0.44 x 7,500 x 9.3 I 12 V= 2,530 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,817 7,500 1.00 0.38 %ISA = 37.6% Pervious 4,683 7,500 0.20 0.12 Runoff Coefficient(C)= 0.50 Runoff Volume V= 0.50 x 7,500 x 9.3 I 12 V= 2,909 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,909 - 2,530 DV= 379 ft3 Retention MASTER WATER RETENTION 3/4/2019 3s - , Comp. By: S/W V11 Date: 3/4/2019 .. 11 !) Public Works Department City of Atlantic Beach Permit No: RES 019-0004 Address: 314 3rd Street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 6.5 544 0 BOTTOM size 68 X 8 7.0 700 311 TOB size 70 X 10 Elevation Area Storage (ft) (ft2) (ft3) Back and 10' on both sides. 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 700.0 d=depth to ESHWT= 3.5 pf=pore factor= 0.3 Inground Storage= 735.0 ft3 Required Treatment Volume= 379 ft3 Supplied Treatment Volume= 1,046 ft3 r Retention MASTER WATER RETENTION 3/4/2019 nl !. , ORDERED BY: .: a • • f.. .t :. I ' POE VEDRA T ITLE, LLC N 4...r la 50 A1A North, Suite 108s 'r, . Ponte Vedra Beach, FL 32082 ibisIti, , WWW.PONTEVEDRATITLE.COM r ,v 904-567-1188 , �,r,. s _ 7Il i i 1, PROPERTY ADDRESS: 314 3RD STREET ATLAN11C BEACH, FLORIDA 32233 Min BER:FL1306.1622 FIELD WORK DATE:6/'//20i3 REVISION DATE(S):;RE-v.16/19/2013) t •FL1306.1622 ,. BOUNDARY SURVEY DUVAL COUNTY r, 1./ / D 5 W7( _ Arr- Ar('1' . if .41 . . , i . , :r, t 0, . 1 . .(7, .• • . .. . • B.R.1/2'FIP / / L-� '' „ No ID 4 r L-3 �11: ' ; I —nom �. —_„_ Ian w i Wlvt '411p j f/2'FIPC ,I > • , 0.3' NO ID 1` / ON . N,-.V ��.' ,� tOFF i 'i , ON j /Q O 1>z:3 3' • y /-- UNErn —#—N--4 — 36.3' , ,o 1' • V, LOT 5 ON , 1 Q NC< N BLK 4 N TABLE: i OU , 2 STY. �1 Rf5#314 L=I # 50.00'(P) `�- 36.1' 9.1'' N 89°5612 I"V1( 50.34'(M) i — •••.... ` --- . — L-2 N 90°0000" t 50.00'(P) <1 II C.'R d N 90°00',00" E„ 50.00'(M} W S. zo. 34.1' — L-3 S 90°00I'I00" 100.00'(P) 5 89°47'09" -1 00.23'(M) in m.,„., j O TO.BACK OF WALK O 7.7' ± toth ri O sZ WO - o3 of 'It— ,1P to • ,n ; O ,5-- ' O ; un• gm,. z N I t nuun. tri to _ y 3020 10' 0 I5' 30 MBNI # . G.APIitC SCALE 1 I inch = 30 feet ii 40 sSE BN ON �i0.7' � ON I hereby cert' t a$lis Sk t� of 5. of the hereon described pr..-rty h.: .• Ma.e uncle direction, a— 1 "�� and to the.,•s o :� n•''ed.:and bell f,kt is a true 1/z•F1PC ',o. inz 1/2'FIP �i r �� �, end t 1'meets the NO ID do L-I 60 NO ID and aCCUfa •p,: .e t.: ��,� minimum te•?cal sta •.r. se orth b ISM•Florida Board Of Pro• •,.rtal Lanoi to►veyors f-aescribed in Chapter 5J-17 M; lorida Admi. '1:1' a Code. LOT 8 LOT 6 LOT 4 AL SURVEY° BLK 4 BLK 4 BLK 4 ' ;Wesley B.Haas Slate of Florida Professional Surveyor and Mapper License No.3708 Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be'construed to Give ANY Rights or Benefits to Anyone Other than those Certified. NOTICE OF COMMENCEMENT State of ..7.04/0/1- Tax Folio No. County of Bfi 01-/ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ^ a� E //72- 47/ti�J/ e4Lh /-04- S B/dG ` /_ / /^ Address of property being improved: 3/ i )rd $z 4/f ,i.I i v �e�C�/t- F- 3ZZ 3 3 General description of improvements: (o ke-S jU V S� Owner: 'eQ.4/1 P'tLhtR- Address: / 3Yp( Alit 41 -t, Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: int 8145-j Eib'k. _L8 1(5 / / Address: 3 7 U T7 S7 'f 4,11 L / c(,k 3z-z33 Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction oft Doc#bNumber 201904346 Pages:1 3,OR BK 18700 Page 335, Name: Recorded 02/25/2019 03:44 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Address: COUNTY RECORDING $10.00 Phone No: Fax No:_ Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER • Signed: _-•ge`-' Date: .00179KATRINAGUIDRY Before me this ly ay of I�in th unty f Duval,State ��+ ' � Notary Public,State of Florida Of Florida,has personally appeared �}� in � Commissiontt GG 152133 Notary Public at Large,State of Florida,County of uval. My comm.expires Oct.18,21 9 My commission expires: ( -r" �r< Personally Known: or ,�— Produced Identification: .DL 1'Z"3c3/0-14 j3O 0 0 1 0 r �,:i nc nn FO' FO' FO' FO' FO' FO' FO' F01 F01 F01 F01 F01 F01 32-07-00 C> IT r 1 r r 32-07-00 33-06-00 F01 =01 =01 =01 =01 0 =01 q =01 =01 =01 =01 =01 =01 =01-5-1 MITEK PLATE APFI'ROVAL #'S 2197.2-2197.4, LP PRODUCT #'S LVL FL15228-R3, LPI FL15401-R4 N 1 O O 1 O O 1 O O I O O 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O 0 1 O O 1 O O 1 O O 1 O O 1 O O 1 N 1 - Per ANSI/fPI 1.2002 all " Truss to Wall" O 1 f 0 1 r 0 1 r 0 1 r 0 1 r 0 1 f 0 1 r 0 1 r 0 1 r 0 1 r 0 1 r 6 t rs 0 1 r 6 1 r 6 1 r 0 1 r 6 1 r 0 1 r 0 1 r 6 1 r 0 1 r O 1 r ply girder trusses. - Trusses are not designed to support brick U.N.O. - Dimensions are Feet -Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSouroe unless approved in writing first.. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-B1 Summary Sheet: Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. N It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility- of the Contractor to make sure the placement of trusses are adjusted for plumbing M drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FimtSource staff o and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. I Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses U_ may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Builders N LJ". Freeport PHONE: 850-835.4541 FAX: 850.835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 N LLL I I 32-07-00 33-06-00 F01 =01 =01 =01 =01 0 =01 q =01 =01 =01 =01 =01 =01 =01-5-1 MITEK PLATE APFI'ROVAL #'S 2197.2-2197.4, LP PRODUCT #'S LVL FL15228-R3, LPI FL15401-R4 Mathieu Builders 6 1 ­ 1623130 Pinkstaff Residence a. .-,� o� ... 01/02/19 CRB 1623130 1630483 N/A 1623130 HATCH LEGEND 8' 1-1/8" OFFICE C 17' 7" General Notes: - Per ANSI/fPI 1.2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. - Trusses are to be, 24" o.c. U.N.O. - All hangers are to be Simpson or equivalent U.N.O.- Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. - Trusses are not designed to support brick U.N.O. - Dimensions are Feet -Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSouroe unless approved in writing first.. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-B1 Summary Sheet: Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility- of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FimtSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Builders FirstSource Freeport PHONE: 850-835.4541 FAX: 850.835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813.628-8956 Mathieu Builders 6 1 ­ 1623130 Pinkstaff Residence a. .-,� o� ... 01/02/19 CRB 1623130 1630483 N/A 1623130 e SILT FENCE w/ FILTER CLOTH f,, (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES w MAX. 6'-0" O.C. FLOtU GRADE F >%,,,,r..., i�i- BACKFILL FENCE AFTER PLACING FENCE 5T,4<ED TU E301T"' BARRIER SCALE: 3/4" =1'-0" I. PLACE FENCE At ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE (REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. ,455REVIATiCN5 A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM ADJ, ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EXW, EXHAUST N.T.S. NOT TO SCALE ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER ALUM, ALUMINUM F.G. FIBERGLASS OPNG. OPENING AWN. AWNING WINDOW FIN. FINISH PT PAINT BLK BLOCK FIN. CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE BOT, BOTTOM FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING FD. FLOOR DRAIN Q.T. QUARRY TILE B.U. BUILT-UP GALv. GALVANIZED REINP, REINFORCED CAB. CABINET GL. BK GLASS BLOCK WINDOW REQD. REQUIRED CPT, CARPET GWB GYPSUM WALL BOARD R RISER C.I. CA5T IRON HDW. HARDWARE RD. ROOF DRAIN CL CENTERLINE WGT. HEIGHT 5J4, 51NGLE HUNG WINDOW C.T. CERAMIC TILE WORZ. HORIZONTAL SWT. SHEET G.W. COLD WATER H.B. HOSE BIBS SIM. SIMILAR CONIC. CONCRETE H.W. HOT WATER 5L. SLOPE C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS CONT. CONTINUOUS INSUL, INSULATION 5TL. STEEL C.J. CONTROL JOINT JAN, JANITOR THK THICK C.F.M. CUBIC FEET PER MINUTE JT. JOINT TAG TONGUE AND GROOVE DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) T1'P. TYPICAL D15P. DISPENSER LAV. LAVATORY VERT. VERTICAL DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG. DRAWING MAIL, MATERIAL W.LC. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD ELEC. ELECTRIC MECW, MECHANICAL W.WI'1. WELDED WIRE MESH E.W.G. ELECTRIC WATER COOLER MTL. METAL IAC. WATER CLOSET M.P. METAL PANEL Ult URINAL IL N ACCESSORY STRUCTURE THE PINKSTAFF RESIDENCE 314 THIRD STREET ATLANTIC BEACH, FLORIDA 1'-6" 51DE rARD SETBACK LANDSCAPE AND LAWN ----------------------------- I'-(o` ------------- i'-6" 51DEYARD SETBACK LUNO LOAD5 AREA: PRE CONSTRUCTION: WIND DE51GN PER FBC RESIDENTIAL 2011, TABLE R301.2(2) BA51C WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C 15x1.4 COFFJ ENCLOSED 21'-3" 26.5651 DEGREES (6:12) 3.0 FT. COMPONENT AND CLADDING WIND LOADS HOUSE AND PORCHES 1,288 5F. ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -21.0 1 100 14.0 -21.0 2 10 14.1 -40.6 2 20 14.0 -36.4 2 50 14.0 -322 2 100 14.0 -29.4 3 10 14.1 -60.2 3 20 14.0 -41.6 3 50 14.0 -56.0 3 100 14.0 -46.2 4 10 25.5 -26.6 4 20 24A -26.6 4 50 22.8 -238 4 100 21.1 -238 5 10 25.4 -33.6 5 20 24.4 -308 5 50 228 -28.0 5 100 21.1 -26.6 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DE51GN WIND PRESSURES LANDSCAPE -___� ________________ I� Iw IW_ a CONC. 10 EXISTING 2 STORY FRAME RESIDENCE I� - - 150'-0" - - - r--\,51TE FL AN ��7 SCALE: iMFERVICU5 SURFACE GALCULATION5: AREA: PRE CONSTRUCTION: P05T CONSTRUCTION: LOT 1.500 SF, 1,500 5F. HOUSE AND PORCHES 1,288 5F. 1,288 S.F. CONCRETE DRIVE A WALK 289 5F, 289 S.F. PAVERS a 100% 601 5F. 601 5F, EQUIPMENT PADS IS 5F. 21 SF. NEW ACCESSORY STRUCTURE - 591 5F, TOTAL IMPERVIOUS SURFACE AREA 2,1% 5F. 2,802 S.F. 9% IMPERVIOUS 29.2 q 31.4% IL {606 SF RETENTION REQUIRED: V=CAR/12 V=.6 x 163 SF. x9.3/12 - 282 CF, RETENTION SHOWN =290 Cr-. sI - NORTH INDICATES DIRECTION OF NORTH DRAWING NUMBER X SECTION A- SWEET NUMBER WHERE SECTION 15 DRAWN DETAIL X DRAWING NUMBER A_ SHEET NUMBER WHERE DETAIL 15 DRAWN A ELEVATION LETTER ELEVATIONS D A-5 B✓SWEET NUMBER WHERE C ELEVATION 15 DRAWN DOOR O DOOR NOMENCLATURE! 3648 = 3'46" x 4'-8" WINDOW D WINDOW NOMENCLATURE* 3648 = 3'-6" x 4'-8" PAVER5 PAVERS REMAINDER AVAILABLE = 948 SFJ C) W �'R w z y E V d=_jz .�VQO Ll. a Z 1.- LL m W po AIR CONDITIONED AREA O � m 00 ~ FIRST FLOOR = 499 SR Q H a Q G SECOND FLOOR = 595 5.F, UNCONDITIONED AREA = 52 S.F. U 0 Q CC~~ BU I L IDI CT COID5UlIlIE � o CEuj L- : a, m ~wO w AFFIL KA LE CODES: W � U) w W W > FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 INDEX CF DfRAWING5 T -I TITLE SHEET, 51TE PLAN, DATA A-1 FLOOR PLANS, ELEVATIONS A-2 SECOND FLOOR PLAN AND ATTIC PLAN A-3 SECTIONS 5-1 5TRUCTURAL PLANS, SCHEDULE E-1 ELECTRICAL PLANS, LEGEND Eel IONS DATE OF ISSUE 12-1-18 DRAWN BY: HGP i SHEET NO. PINKSTAFF T-1 "I-- o U m W N a � N w W 0 U ¢ W W w u DATE OF ISSUE 12-1-18 DRAWN BY: HGP i SHEET NO. PINKSTAFF T-1 "I-- UJE5T ELEVATION SCALE: 1/4"=V-011 'SURE CEMENT FIf N 1/2" NOM. TIP RAL SHEATHING c 'S m I6" O.C. w/ R ,ULATION, 1112" GWE EAST ELEVATION SCALE: 1/4" = I'-0" 6" EXPOSURE CEMENT FIBER DIAMOND CUT 51-1ING1-E5 ON ZIP 11/2" NOM. STRUCTURAL SHEATHING ON 2x4 STUDS Q 16" O.C. w/ R-21 BATT INSULATION, 1�2" GWB INTERIOR 1ENT FIBER t. ZIP ,THING ON C. w/ R-21 i2" GWB FIBER SIDING SHEATHING ON 2x4 5ECOND FLCCfR FLAN 21 BATT INSULATION, 1/2" SCALE: 1/4"=1'-0" A/C AREA = 545 S.F. ----------------- --------------------------------------------------------------- PROPERTY LINE T- 1 ' I I ( 1 I ' Y' I Q' 1 wi NI � t 8' 6 33'-611 I 1 4-41 LLI N 4'-6" 13'-8'f° 3'-4K° II' -0" I I A/C A-3 ~I A_2 T NKLESS PAD -------- _ — _--- --_—__-- 263 __----_—__-- _ 10' REAR YARDS _T ACK I - -- ----------- - - - - - - TEMP PR 3020 AWN. ° S7ACKED --------------- { SHE I I 4 I Iia N DRYER 5Ol�#� ' e 0 ---- #----------� I U ELEVATION SCALE: I14 -I -0 E3ATH ci 8 41�1 I L I REF. ' n 3 ""IGH WIND" ASPHALT SHINGLES ON 30" FELT ON 11/2" ------- NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d { I '` ICE I r RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND i B, I INTERMEDIATE AND 4" O.0 AT COMPONENT AND ( i 21 4" `r Il'-0JS" 12'-M" CLADDING EDGE STRIP " 3 ON PREENGINEERED I I WOOD TRUSSES jL f LI = LIVING ROOM ; 1 _ J13` BEACHING { I ; BEDR M WINDOW HEAD n I NORTI4 ELEVATION SCALE: 1/4" = I' -0" �— 6" EXPOSURE CEMENT PIKER SHINGLES ON Ii2" NOM. ZIP STRUCTURAL SHEATHING ON 2x4 STUDS m 16" O.C. w/ R-21 BATT INSULATION, I12" GWB INTERIOR _ _ SECOND FLOOR _ TIRU55 BEARING_ — PAINTED FACE BRICK ON OPEN CAVITY, i2" NOM, ZIP SHEATHING ON 2x4 STUDS a I6" O.0 R-19 BATT INSULATION, 1'/2" GWB. _ _ FINISH FLOOR_ _ — u i L _ _ _ LINE OF RO_ ABOVE 4'-3Y," 3'- 33'-611 41-3411 ST OR. N i 1 1 I 2 A-2 81-811 { ( O'FFIC COPY COMMUNITY DEVELO MENT Apppovi FIR5T FLOOR PLAN_ SCALE: 114"=V-011 A/C AREA = 416 S.F. FOOTPRINT AREA = 591.25F. IN (REVISIONTS � z 0 � U `f N a m z U H w � o 0 LL W W lIII����IIII F., W 4 DATE OF ISSUE 12-1-18 DRAWN BY: HGF -IN SHEET NO, PINKSTAFF A-1 W32 SABLE END 51RACING DETAIL SCALE: I/2 I' -0" ATTIC SEE 4/A-2 3/4" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES a 16" O.C., TYP. ,2x4 OUTIIGGERS a �C. ON TOP CHORD OF LE TRU55, IMP50N 142.5A w/ 5-10d x I1%" TO 21GGER 4 5-10d x 11/2" TO EA. LE TRUSS. IMPSON H2.5A w/ 5-10d x 11%" TO :RAL BRACE 4 5-10d x 11/2" TO -SABLE TRUSS. IMP50N M5TA9 w/ 8-106 a 48" "HIGH WIND" ASPHALT 5WINGLES ON 30' FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND -0.. INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP' 3 ON PREENGINEERED WOOD TRUSSES 6" EXPOSURE CEMENT FIBER SIDING ON'i2" NOM. ZIP STRUCTURAL SHEATHING ON 2x4 STUDS a 16" O.C. w/ R-21 BATT INSULATION, GWB INTERIOR SECOND FLOOR TRU55 BEARING PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES is MAX 16' O.C. E.W., 1112" NOM. ZIP SHEATHING ON 2x4 STUDS i 16" OCR -19 BATT INSULATION,'/2" GWB. FINISHED FLOOR 3 UUALL 5 -\TION A - 2 SCALE: I/2 I'-0" 5EALED ATTIC 3i4" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES is 16" O.C., TYP, "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON '/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Sd RING SHANK NAILS m 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP a 3 ON PREENGINEERED WOOD TRUSSES 2 6" EXPOSURE CEMENT FIBER 5HINGLE5 OR SIDING ON 'i2" NOM. ZIP STRUCTURAL SHEATHING ON 2x4 STUDS to 16" OC. w/ R-21 BATT INSULATION, 11/2" GWB INTERIOR SECOND FLOOR TRUSS BEARING PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES a MAX 16" O.C. E.W., 112" NOM. ZIP SHEATHING ON 2x4 STUDS 6 16" O.CR-19 BATT INSULATION, 11/2" GWB. 00 LALL 5ECTION A-2 $CALE:I/2"=1'-0" FINISHED FLOOR a I4b" SIMP60N SDWC — SCREW 9 EACH TRUSS 1-4" SIMPSON SDWC-- SCREW e EACH STUD !m1 3/4" T4G ADVANTEX PLYWOOD DECK GLUED AND NAILED TO PREENGINEERED FLOOR TRUSSES to 16" O.C., TYP, 1-6" 51MP50N SDWC — I N 5 U L A T I ON REQUIREMENT& SCREW ® EACH T%JSS (TYPICAL ALL FLOORS, WALLS AND ROOFS) 2x4 WOOD FRAMED WALL R-13 BATT INSULATION 2x6 FRAMED WALLS R-19 BATT INSULATION ROOF R-30 FOAMED IN PLACE WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION AND ALL FIRST FLOOR CEILINnS (AS ACOUSTICAL INSULATION) WOOD SPECIES: SILL PLATES ON CONC. OR MASONRY - BORATE TREATED SYP OTHER PLATES - 5YP HEADERS - SYP. 5TUD5 - SPRUCE PINE FIR MISC. - SPRUCE PINE FIR ALL FASTENERS CONTACTING ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED, 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. WALL 5 CTICN A-2 SCALE: I/2"=1'-0" HOLDDOWN5 TYP. ALL AROUND 25' HEIGHT LIMIT "HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1i2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP * 3 ON PREENGINEERED \0 WOOD TRUSSES METAL DRIP ON Ix2 ON — 2x3 CONT. 1x6 T4G AT 2x6 EXTENSION, TYP. (0" EXPOSURE CEMENT FIBER SIDING ON'�2" NOM. ZIP STRUCTURAL SHEATHING ON 2x4 STUDS e 16" O.C. w/ R-21 BATT INSULATION, GWB INTERIOR SECOND FLOOR TRU55 BEARING PAINTED FACE BRICK ON OPEN CAVITY w/ 4 CORRUGATED H.D. GALV. TIES a MAX 16" O.C. r E.W., 112" NOM. ZIP SHEATHING ON 2x4 STUDS s Q 16" O.CR-19 BATT INSULATION,GWB. KEEP CAVITY FREE OF MORTAR DROPPINGS ETC., TYP. ALL AROUND WEEP HOLES to 24" O.C. FLEXIBLE MEMBRANE THRJ WALL FLASHING, TYP, ALL AROUND FINISHED FLOOR 0 E Con !REVISIONS) DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. PINK5TAFF A-2 15032 o m L x W PQ o V) o gra W Q DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. PINK5TAFF A-2 15032 4 AVEFL,45HIN/ TTS. A-3 SCALE:3"-1'-0" (GABLE FLASHING SIM.) INSTALL CONT. AT ALL EAVE AND GABLE LOCATIONS 1RAL PANEL ROOF DECK yDERLAYMENT -ANGLES METAL DRIP ON P.T. Ix2 ON 2x6 FASCIA, TYP. ALL LOCATIONS _ FLASHING 1ENT :L ROOF DECK EDGE OF ROUGH OPENING SEALANT, TAPE OR LIQUID am OPENING PERIMETER SEALANT INSTALLATION FINISHED ELEVATION %N31i2" CF. TRIM WINDOW %"*" CF. TRIM 00F UJALL FL,45kN, TNrf=. UJfNDOW INSTALLATION SCALE: INSTALL CONT. AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL 51DE WALLS AND AT CHIMNEY I. VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE, 2. VERIFY THE WINDOW WILL FIT IN THE OPENING. 3. APPLY COMPATIBLE LIQUID SEALANT OR TAPE At PERIMETER OF OPENING TO COMPLY WITH MFGR INSTRUCTIONS. 4. INSTALL SILL SHIM5 AS REQUIRED BY WINDOW MANUFACTURER 5. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER 6. APPLY SIDE FLASHING TAPE OR LIQUID SEALANT L FLASHING ALL AROUND.. 1. INSTALL CF. TRIM AT SILL, JAM55 AND HEAD, (NO 45' MITERS) 8. INSTALL HEAD FLASHING-. 1ENT --L ROOF DECK OOF WALL FL 45 f NG, T r f=. SCALE: 3"-1'-0" INSTALL CONT. AT ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW SILLS CAULKING CAULKIN 11" GWB CAULKIN HEAD. 11/2" NOM ZIP STRUCTURAL SHEATH CF. SIDING w/ 1114" LAP DO NOT SEAL ALUMINUM FLASHING: 5/4" x 3�/2" CF. TRIM DO NOT SEAL WINDOW WINDOW SEALANT, TAPE OR LIQUID SEALANT 5/4" x 3�i2" CF. TRIM SEALANT 11/2" NOM ZIP STRUCTURAL SHEATHING WEATHER BARRIER CONT, CF. SIDING w/ 0/4" LAP WINDOW SEALANT, TAPE OR LIQUID 5/4" x 6" CF. TRIM SEALANT 11/2" NOM ZIP STRUCTURAL SHEATHING CF. SIDING w/ 1/4" LAP SILL WINDOW INSTALLATION = HA [)I ELAND SCALE: 3"- I' -0" 2x8 RIDGE 4" 5DWC SCREW 2k6 •/6�0 •C 2x� s 16" O.C. 4" 5DWC SCREW 2A BION A-3 SCALE: 1/2"=1'-0" 5 T-" F SCALE: 2C DETAIL A-3 SCALE: 1/2'1 -0" "HIGH WIND" ASPHALT SHINGLES ON 30* FELT ON 1x6 TIG ON 1/2" NOM, STRUCTURAL SHEATHING DECKING NAILED w/ 10d RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE A 1/211x811 LAC- SCREW, RECESSED AND PLUGGED P.T.4x6 PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED HD. GALV. TIES ® MAX 1611 O.C. E.W., 1i2" NOM. ZIP SHEATHING ON 2x4 STUDS A 16" O.CR-19 BATT INSULATION, 1i2" GWB. "NIGH WIND" ASPHALT 5E 1x6 7 4 ON X12" NOM. STR DECKING NAILED w/ 10d O.C. AT PANEL EDGES A 4" SDWC SCREW ma�-,s`� • A - • 2B SECTION A-3 SCALE:I/211=1'-0" 2 ENT`s A-3 SCALE: I/2"=1'-0" P.T. 2x8 RAIL CAP (P.T. 2x10 g 6x(o POST) �>-- �/2 "x8" LAG SCREW, RECESSED AND PLUGGED 4" 5DWC SCREW PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES 6 MAX 16" O.G. E.W., 1/2" NOM. ZIP SHEATHING ON 2x4 STUDS A 16" O.CR-19 BATT INSULATION, 1/2" GWB. FINISHED FLOOR i SAI SGiION \A-3/ SCALE: 1/211 -0" LES ON 30" FELT ON [INTERMEDIATE UBAL 5HEATHING G SHANK NAILS 9 6" A ,10 (RT 4 OF ANDING. H T PC w/ all FICA COPY U ONS) HANDRAILS A5 SELECTEEBY OWNER P.T. POSTS, 51 VARIES 3'•4" O d f� r , TREADS FROM DECKBOARDS h W Leiv m N V) 4 - P.T. STRINGERS FROM 2x12 5 T-" F SCALE: 2C DETAIL A-3 SCALE: 1/2'1 -0" "HIGH WIND" ASPHALT SHINGLES ON 30* FELT ON 1x6 TIG ON 1/2" NOM, STRUCTURAL SHEATHING DECKING NAILED w/ 10d RING SHANK NAILS a 6" O.C. AT PANEL EDGES AND INTERMEDIATE A 1/211x811 LAC- SCREW, RECESSED AND PLUGGED P.T.4x6 PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED HD. GALV. TIES ® MAX 1611 O.C. E.W., 1i2" NOM. ZIP SHEATHING ON 2x4 STUDS A 16" O.CR-19 BATT INSULATION, 1i2" GWB. "NIGH WIND" ASPHALT 5E 1x6 7 4 ON X12" NOM. STR DECKING NAILED w/ 10d O.C. AT PANEL EDGES A 4" SDWC SCREW ma�-,s`� • A - • 2B SECTION A-3 SCALE:I/211=1'-0" 2 ENT`s A-3 SCALE: I/2"=1'-0" P.T. 2x8 RAIL CAP (P.T. 2x10 g 6x(o POST) �>-- �/2 "x8" LAG SCREW, RECESSED AND PLUGGED 4" 5DWC SCREW PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES 6 MAX 16" O.G. E.W., 1/2" NOM. ZIP SHEATHING ON 2x4 STUDS A 16" O.CR-19 BATT INSULATION, 1/2" GWB. FINISHED FLOOR i SAI SGiION \A-3/ SCALE: 1/211 -0" LES ON 30" FELT ON [INTERMEDIATE UBAL 5HEATHING G SHANK NAILS 9 6" A ,10 (RT 4 OF ANDING. H T PC w/ all FICA COPY U ONS) DATE OF ISSUE 12-1-18 DRAWN BY: HGfm SHEET NOo PINK57AFF A-3 1832 � O d f� r , h W Leiv m N V) U N 44 o� z o W F, h w DATE OF ISSUE 12-1-18 DRAWN BY: HGfm SHEET NOo PINK57AFF A-3 1832 F,45TEI V I NG 15CHE IDUL E REPRODUCED FROM FBC 4-106 BOX (3"x0.128") OR 6. RAFTER OR ROOF TRUSS TO TOP PLATE(5EE SECTION 3-10d (3"xO.148") OR TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENT5 AND EQUIVALENTS) (0" � 4-10d BOX (3"xO.128") OR DESCRIPTION OF BUILDING ELEMENT 4-3" 14 GAGE STAPLES,' CROWN NUMBER AND TYPE OF FASTENER SPACING AND LOCATION I. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-16d COMMON (31j2"x0.162") OR DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION (0" ROOF 3-3"xO.131" NAILS OR 3-3" 14 GAGE STAPLES, "' CROWN 1 112" 16 GAGE STAPLE WITH 6" OR I" CROWN FLOOR 3-10d COMMON (3112"xO.148") OR TOENAIL 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR 3-5d (2112"x0.121") OR 4-3" 14 GAGE STAPLES, 6" CROWN EACH END, TOENAIL 4-3"xO,131" NAILS OR 30. 22. J015T TO SILL, TOP PLATE OR GIRDER 3-8d COMMON (2'/2"x0.131") OR 8. STUD TO STUD (NOT AT BRACED WALL PANEL) TOENAIL TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW 3-IOd BOX (3"x0.128") OR 10d (3"xO.148") OR 16" O.G. FACE NAIL 3"x0.31" OR 2-3"x0.131" NAILS OR 6" 3-3" 14 GAGE STAPLES, 1"' CROWN i 9, STUD TO STUD (NOT AT BRACED WALL PANEL) Ibd COMMON (3112"x0.162") 3-3"x0.131" NAILS OR PANEL SIDING TO FRAMING I6d BOX (3112"xO.135") 12" O.G. FACE NAIL AND PARTICLEBOARD WALL SHEATHING TO FRAMING 3"x3,31" NAILS 12" O.G. FACE NAIL 3-10d BOX (3"x0.128") OR 3-3" 14 GAGE STAPLES, "' CROWN INTERMEDIATE SUPPORTS (INCHES 10. BUILT-UP HEADER (2" TO 12" HEADER) 3-3" 13 GGE STAPLES, z' CROWN 16" O.C. EACH EDGE FACE NAF. b° 16d BOX (3112"xO.135") 12" O.C. EACH EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON (2'12"xO.131") 3-3"x0.131" NAILS OR 12" 4-10d BOX (3"xO.128") 12. TOP PLATE TO TOP PLATE I6d COMMON (3112"x3.162") 16" O.G. FACE NAIL 10d BOX (3"x0.1281) OR 12" O.G. FACE NAIL 4" 3-3" 13 GAGE STAPLES, 6" CROWN 6" 1211 BLOCKING BETWEEN RAFTERS OR TRJSSES NOT AT WALL TOP PLATE, TO TRJ55 OR RAFTER 2-$d COMMON (2'/2"x0.121") OR 13. TOP PLATE TO TOP PLATE AT END JOINTS EACH END, TOENAIL EACH SIDE OF END JOINT, FACE 13/4" Ib GAGE STAPLE 1/16" CROWN (ROOF) 12-10d BOX (3"xO.128") OR NAIL (MINIMUM 24" LAP SPLICE 32. 12-3"xO.131" NAILS OR LENGTH EACH SIDE OF EACH 23. RIM JOIST. BAND JOIST OR BLOCKING TO TOP PLATE, ed COMMON (2112"x0.131") OR 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8" O.C. TOENAIL 16" O.G. FACE NAIL 2-3"x0.131' NAILS OR Ibd (3112x0.135") OR 12" OL. FACE NAIL 10d COMMON (3"xO.148") OR 3"x0.131" NAILS OR 12" SILL OR OTHER FRAMfNG BELOW 10d BOX (3"x3.128") OR 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8-I6d COMMON (3112 "xO.162 9 OR 2-14 GAGE STAPLES BLOCKING (NOT BRACED WALL PANEL)5TUD TO STUD 12-10d BOX (3"xO.128") OR NAIL (MINIMUM 24• LAP SPLICE AT BRACED WALL PANEL 12-3"x0.131" NAILS OR LENGTP EACH SIDE OF EACH 3"x0.131" NAILS OR 12-3" 14 GAGE STAPLES, 6" CROWN JOINT) 16. STUD TO TOP OR BOTTOM PLATE 2-I6d COMMON (3'/2"xO.162")OR TOENAIL END NAIL 4-10d BOX (3"xO,128") OR x4/1/ 4-3"xO,131" NAILS OR 3" 14 GAGE STAPLES, CROWN 4-3" 13 GAGE STAPLES,' CROWN 3-3"x3.131" NAILSOR 3-3" GAGE STAPLES 2-I6d COMMON (3'12"x0.162") OR END NAIL 3-10d BOX (3"xO.128") OR 24. 1x6 SUBFLOOR OR LESS TO EACH J015T 2-8d COMMON (2112"x0.131") OR FACE NAIL 3-3" 13 GAGE STAPLES, "' CROWN 11, TOP OR BOTTOM PLATE TO STUD 2-I6d COMMON (31/2 "xO.162 I) OR END NAIL 3-10d BOX (3"xO.128") OR 2-10d BOX (3"xO.128") 3-3"xO.131" NAILS OR 314" AG Ibd COMMON (31j2"x0.1(o2") is 6" O.G. T X FACE NAIL 2-I6d COMMON (31/2"xO.162") OR FACE NAIL 3-10d BOX (3"xO.128") OR 3-3"xO.131" NAILS OR FLAT BLOCKING TO TRUSS AND WEB FILLER 3"xO.131" NAILS m 6" O.C. 3-3" 13 GAGE STAPLES, 6" CROWN WALL 25. 2" SUBFLOOR TO JOIST OR GIRDER i 2-I6d COMMON (3/2 xO.1(o2) FACE NAIL FACE NAIL 2-10d BOX (3"x0.128") OR 3-14 GAGE STAPLES is b" O.C. N 2-3"xO.131" NAILS OR 26. 2" PLANKS (PLANK t BEAM - FLOOR E ROOF) 2-16d COMMON (3112"x3.162") 2-8d COMMON (21/2"xO.131") OR EACH BEARING, FACE NAIL 2. CEILING JOISTS TO TOP PLATE 3-8d (2112 "xO.121") OR EACH JOIST, TOENAIL 3-8d COMMON (2112"x0.131") OR FACE NAIL 21. BUILT-UP GIRDERS AND BEAMS, 211 LUMBER I -AVERS 23d COMMON (4"x0.192") 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 3-10d BOX (3"xO.128") OR ENG( E FL R T SSE ON OPPOSITE SIDES 3-3"x3.131' NAILS OR 3-3" 14 GAGE STAPLES, F' CROWN I6" C., P. 10d BOX (3"x0.128") OR 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED x 3"xO.131" NAILS OR ON OPPOSITE SIDES 3. CEILING JOISTS NOT ATTACHED TO PARALLEL 3-I6d (3112"x0,162") OR FACE NAIL 3" 14 GAGE STAPLES, g" CROWN RAFTERS, LAP OVER PARTITION (NO THRU5T) 4-10d BOX l3"xO.128"9 OR -___4 111 L P AS21 I 111A] I I jYF:1 228/1 (SEE SECTION 2308.13.1, TABLE 2308.13.1) 4-3"xO.131" NAILS OR 228121 AND ENDS AND AT EACH SPLICE, 4-3" 14 GAGE STAPLES, 6" CROWN 2-20d COMMON (4"x0.192") OR 4" FACE NAILS B C N n x x/a EL B GLINTELI8"L 3- BOX (3"x3.128") OR 4. CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, PER TABLE 2308.13.1) FACE NAIL 3-3"xO.131" NAILS OR (HEEL JOINT), (SEE SECTION 2308.1.3.1, TABLE 2308.1.3.1) 1 3-3" 14 GAGE STAPLES, 6" CROWN 5. COLLAR TIE TO RAFTER I 3-10d (3"x0.148") OR FACE NAIL 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (3112"x3.162") OR EAC,t JOIST OR RAFTER, FACE NAIL 4-10d BOX (3"xO.128") OR 4-3"x3.131" NAILS OR 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 5" P.T. 2x4 ON SILL SEAL w/ 112" x 6" 5IMP5ON TITEN SCREW w/ 2" WASHER AT MAX 32" O.G. AND 8" FROM CORNERS FIRST FLnnR �o GRADE O O O O O 3003 PSI REINFORCED CONIC. w/ 2-5 BARS CONT, w/ MIN. = O O • 30" LAP THICKENED 5L,45- ' (--ALE- 3/4"=1'-0" J w F__ z: U J w w t- 4-3" 14 GAGE STAPLES, 6" CROWN 4-106 BOX (3"x0.128") OR 6. RAFTER OR ROOF TRUSS TO TOP PLATE(5EE SECTION 3-10d (3"xO.148") OR TOENAIL 2308.1.5, TABLE 2338.1.5) 3-I6d BOX (31/2"x3.135") OR (0" � 4-10d BOX (3"xO.128") OR � x 4-3" 14 GAGE STAPLES,' CROWN 4-3" 14 GAGE STAPLES, 6" CROWN 1 '/4" 16 GAGE STAPLE WITH 6" OR I" CROWN I. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-16d COMMON (31j2"x0.162") OR END NAIL ROOF RAFTERS TO 2" RIDGE BEAM 3-10d BOX (3"x0.128") OR (0" U 3-3"xO.131" NAILS OR 3-3" 14 GAGE STAPLES, "' CROWN 1 112" 16 GAGE STAPLE WITH 6" OR I" CROWN 4-3"xO.131" NAILS OR 3-10d COMMON (3112"xO.148") OR TOENAIL 36. 3/4" OR LE55 3-16d BOX (3112"xO.135") OR 4-3" 14 GAGE STAPLES, 6" CROWN 12" 4-3"xO,131" NAILS OR 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 4-3" 14 GAGE STAPLES, 6" CROWN EACH END, TOENAIL 8. STUD TO STUD (NOT AT BRACED WALL PANEL) I6d COMMON (3112"x3.1(o2") 24" O.C. FACE NAIL 2-106 BOX (3"xO.128") OR 10d (3"xO.148") OR 16" O.G. FACE NAIL 3"x0.31" OR 2-3"x0.131" NAILS OR 6" 3-3" 14 GAGE STAPLES, 1"' CROWN i 9, STUD TO STUD (NOT AT BRACED WALL PANEL) Ibd COMMON (3112"x0.162") 16" O.C. FACE NAIL PANEL SIDING TO FRAMING I6d BOX (3112"xO.135") 12" O.G. FACE NAIL AND PARTICLEBOARD WALL SHEATHING TO FRAMING 3"x3,31" NAILS 12" O.G. FACE NAIL 0.106) OR 3-3" 14 GAGE STAPLES, "' CROWN INTERMEDIATE SUPPORTS (INCHES 10. BUILT-UP HEADER (2" TO 12" HEADER) I6d COMMON (3112"x0.162") 16" O.C. EACH EDGE FACE NAF. b° 16d BOX (3112"xO.135") 12" O.C. EACH EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON (2'12"xO.131") ITOENAIL 12" 4-10d BOX (3"xO.128") 12. TOP PLATE TO TOP PLATE I6d COMMON (3112"x3.162") 16" O.G. FACE NAIL 10d BOX (3"x0.1281) OR 12" O.G. FACE NAIL 4" 3-3"x0.31" OR 6" 1211 3-3" 14 GAGE STAPLES,CROWN 4" 13. TOP PLATE TO TOP PLATE AT END JOINTS 6-I6d COMMON 13112 "x0.1(o2") OR EACH SIDE OF END JOINT, FACE 13/4" Ib GAGE STAPLE 1/16" CROWN (ROOF) 12-10d BOX (3"xO.128") OR NAIL (MINIMUM 24" LAP SPLICE 32. 12-3"xO.131" NAILS OR LENGTH EACH SIDE OF EACH b" 12-3" 14 GAGE STAPLES,' CROWN JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR I6d COMMON (3112"x0.162") 16" O.G. FACE NAIL BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD (NOT AT BRACED WALL PANEL) Ibd (3112x0.135") OR 12" OL. FACE NAIL 10d COMMON (3"xO.148") OR 3"x0.131" NAILS OR 12" 3-3" 14 GAGE STAPLES,' CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8-I6d COMMON (3112 "xO.162 9 OR EACH SIDE OF ENE) JOINT, FACE BLOCKING (NOT BRACED WALL PANEL)5TUD TO STUD 12-10d BOX (3"xO.128") OR NAIL (MINIMUM 24• LAP SPLICE AT BRACED WALL PANEL 12-3"x0.131" NAILS OR LENGTP EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, 6" CROWN JOINT) 16. STUD TO TOP OR BOTTOM PLATE 4-6d COMMON (2112"xO.131") OR TOENAIL 4-10d BOX (3"xO,128") OR x4/1/ 4-3"xO,131" NAILS OR 4-3" 13 GAGE STAPLES,' CROWN 2-I6d COMMON (3'12"x0.162") OR END NAIL 3-10d BOX (3"xO.128") OR 3-3"x0.131" NAILS OR 3-3" 13 GAGE STAPLES, "' CROWN 11, TOP OR BOTTOM PLATE TO STUD 2-I6d COMMON (31/2 "xO.162 I) OR END NAIL 3-10d BOX (3"xO.128") OR 3-3"xO.131" NAILS OR 314" AG 3-3" 13 GAGE STAPLES, 6" CROWN T X 18, TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON (31/2"xO.162") OR FACE NAIL 3-10d BOX (3"xO.128") OR 3-3"xO.131" NAILS OR 3-3" 13 GAGE STAPLES, 6" CROWN WALL 19. 1" BRACE AT EACH STUD AND PLATE 2 -66 COMMON (2112 "xO.131") OR FACE NAIL 2-10d BOX (3"x0.128") OR D 4ND N 2-3"xO.131" NAILS OR 2-3" 13 GAGE STAPLES, 6" CRouN 20. Ix6 SHEATHING AT EACH BEARING 2-8d COMMON (21/2"xO.131") OR FACE NAIL 2-10d BOX (3"x0.128") 21. Ix8 AND WIDER SHEATHING AT EACH BEARING 3-8d COMMON (2112"x0.131") OR FACE NAIL 3-10d BOX (3"x0.128) 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 5" P.T. 2x4 ON SILL SEAL w/ 112" x 6" 5IMP5ON TITEN SCREW w/ 2" WASHER AT MAX 32" O.G. AND 8" FROM CORNERS FIRST FLnnR �o GRADE O O O O O 3003 PSI REINFORCED CONIC. w/ 2-5 BARS CONT, w/ MIN. = O O • 30" LAP THICKENED 5L,45- ' (--ALE- 3/4"=1'-0" J w F__ z: U J w w t- ad DEFORMED (2112"x0.1311) 4-106 BOX (3"x0.128") OR OTHER EXTERIOR WALL SHEATHING 34. 112" FIBERBOARD SHEATHING 1 112" GALVANIZED ROOFING NAIL l6" HEAD 4-3"xO.131" NAILS OR (0" � DIAMETER) OR � x 4-3" 14 GAGE STAPLES,' CROWN 5TE 1 '/4" 16 GAGE STAPLE WITH 6" OR I" CROWN 29, JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON (3112"x0.162") OR END NAIL 3" (0" U 4-10d BOX (3"x0.128") OR 1 112" 16 GAGE STAPLE WITH 6" OR I" CROWN 4-3"xO.131" NAILS OR Q WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 3/4" OR LE55 ad COMMON (2112"xO.131") OR 4-3" 14 GAGE STAPLES, 6" CROWN 12" 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 2-8d COMMON (2112"x0.131") OR EACH END, TOENAIL $d COMMON (21/2"x0.131") OR 6" 12" 2-106 BOX (3"xO.128") OR Sd DEFORMED (2"xO.131") 38. 11/8" - p/a° 2-3"x0.131" NAILS OR 6" 12" i ad DEFORMED (2112"x3.I31") 2-3" 14 GAGE STAPLES, 6" CROWN PANEL SIDING TO FRAMING 39. t/2" OR LESS WOOD STRUCTURAL PANELS (W6P), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING 12" 0.106) OR EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES 31. 3/8" TO 1/2" bd COMMON OR DEFORMED (2"xO.113") (5UBFLOOR AND WALL) b° 12" 86 CORROSION RESISTANT SIDING (234" x 6° $d BOX OR DEFORMED (2112 "x0.113") (ROOF) 6" 12" 2112"xO.113" (5UBFLOOR AND WALL) 6" 12" INTERIOR PANELING 13j4" 16 GAGE STAPLES, 1116" CROWN (SUBFLOOR AND WALL) 4" $li 6" 1211 23/s"xO.113" NAIL (ROOF) 4" 8" 42. 3/8° 13/4" Ib GAGE STAPLE 1/16" CROWN (ROOF) 3" 6 32. 19/32" TO 3/4" 86 COMMON (2112"xO,131") OR bd DEFORMED (2"x0.113") b" 12" 23/8"x0.113" NAIL OR 2" Ib GAGE STAPLE 1116" CROWN 411 all 33, 1/8" TO 1 1/4" 10d COMMON (3"xO.148") OR 6" 12" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 5" P.T. 2x4 ON SILL SEAL w/ 112" x 6" 5IMP5ON TITEN SCREW w/ 2" WASHER AT MAX 32" O.G. AND 8" FROM CORNERS FIRST FLnnR �o GRADE O O O O O 3003 PSI REINFORCED CONIC. w/ 2-5 BARS CONT, w/ MIN. = O O • 30" LAP THICKENED 5L,45- ' (--ALE- 3/4"=1'-0" J w F__ z: U J w w t- ad DEFORMED (2112"x0.1311) OTHER EXTERIOR WALL SHEATHING 34. 112" FIBERBOARD SHEATHING 1 112" GALVANIZED ROOFING NAIL l6" HEAD 3" (0" � DIAMETER) OR � x 5x5x'1 5TE 1 '/4" 16 GAGE STAPLE WITH 6" OR I" CROWN RICK LINTEL 35, 25/32" FIBERBOARD SHEATHING 13/4" GALVANIZED ROOFING NAIL (1116" HEAD 3" (0" U DIAMETER) OR 1 112" 16 GAGE STAPLE WITH 6" OR I" CROWN Q WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 3/4" OR LE55 ad COMMON (2112"xO.131") OR 6" 12" 6d DEFORMED (2"xO.113") 2- 31. 1/6" - I" $d COMMON (21/2"x0.131") OR 6" 12" Sd DEFORMED (2"xO.131") 38. 11/8" - p/a° 10d COMMON l3"xO.148"9 OR 6" 12" i ad DEFORMED (2112"x3.I31") PANEL SIDING TO FRAMING 39. t/2" OR LESS 6d CORROSION RESISTANT SIDING W/8" x 6" 12" 0.106) OR 6d CORROSION RESISTANT CASING (2"x0099'9 40. 5/8" 86 CORROSION RESISTANT SIDING (234" x 6° 12" 0.128) OR x ad CORROSION RESISTANT CASING (2'/2"xO,113") INTERIOR PANELING 41. 114" 4d CASING (1112"xO.O83") OR 6" 1211 4d FINISH (1'/2"xO,012") 42. 3/8° 6d CASING (2"xO.099") OR 6" 12" 6d FINISH (PANEL SUPPORTS AT 24" O.C. 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 5" P.T. 2x4 ON SILL SEAL w/ 112" x 6" 5IMP5ON TITEN SCREW w/ 2" WASHER AT MAX 32" O.G. AND 8" FROM CORNERS FIRST FLnnR �o GRADE O O O O O 3003 PSI REINFORCED CONIC. w/ 2-5 BARS CONT, w/ MIN. = O O • 30" LAP THICKENED 5L,45- ' (--ALE- 3/4"=1'-0" J w F__ z: U J w w t- NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS Q EA, END NUMBER OF KING 5TUD5 a EA. END 2 -2x8/l/I k4EADER LEGEND SCALE: 1/4" = I' -O" Q SHEAR WALL HOLD DOWN SYSTEM: I-SIMPSON NDU4-SD52.5 ON 818"m THREADED ROD SET 1" INTO SLAB w/ SIMPSON "SET" EPDXY AND IO-SDS'/4"x21/2" TO POST, TYP, EACH SIDE, INSTALL SIMPSON CNW 5/8"-112" TRANSITION. COUPLER NUT AND 1/2"0 THREADED ROD TO TOP PLATE. E COP No,\ l Um "�^ U W a N N m � r Lu � x 5x5x'1 5TE L RICK LINTEL 1-4 Q U Q 2- 6/21 3- CKS 3- x /I/1 i I x4/1 x v x I x4/1/ 314" AG ADVA T X L WO 1) CK GL D 4ND N I ED P ENG( E FL R T SSE I6" C., P. x -___4 111 L P AS21 I 111A] I I jYF:1 228/1 228121 2x8/l $ 4" x x /4 B C N n x x/a EL B GLINTELI8"L x x1a LINTK NUMBER OF MEMBERS SIZE OF MEMBERS NUMBER OF JACK STUDS Q EA, END NUMBER OF KING 5TUD5 a EA. END 2 -2x8/l/I k4EADER LEGEND SCALE: 1/4" = I' -O" Q SHEAR WALL HOLD DOWN SYSTEM: I-SIMPSON NDU4-SD52.5 ON 818"m THREADED ROD SET 1" INTO SLAB w/ SIMPSON "SET" EPDXY AND IO-SDS'/4"x21/2" TO POST, TYP, EACH SIDE, INSTALL SIMPSON CNW 5/8"-112" TRANSITION. COUPLER NUT AND 1/2"0 THREADED ROD TO TOP PLATE. E COP No,\ l Um m U W a N N m � r Lu � x x M w� m 1-4 Q U Q ELECT FRICAL LEGEND i SWITCH, SINGLE POLE 3 SWITCH, THREE-WAY 4 SWITCH, FOUR-WAY R SWITCH, RHEOSTAT Q� 110V DUPLEX OUTLET 44 110v DUPLEX OUTLET w/ MOUNTING HEIGHT UJP ItOY DUPLEX OUTLET, WATERPROOF F 110Y DUPLEX OUTLET, FLOOR MOUNTED 0c 110V DUPLEX OUTLET, CEILING MOUNTED 110V DUPLEX OUTLET, HALF SWITCHED ( AFI' 110V DUPLEX OUTLET ON DEDICATED CIRCUIT 0 220V OUTLET T 110V DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED It 110V DUPLEX OUTLET, GFI C EXHAUST FAN EXHAUST FAN w/ LIGHT O JUNCTION BOX ® CEILING SPEAKER, BY 5Y5TEM5 CONTRACTOR © DOOR CHIME BUTTON DOOR CHIME SMOKE / CARBON MONOXIDE DETECTOR i -Ory COMBINATION PHONE TV OUTLET 0 PHONE Zv TV CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, WALL MOUNTED FLUORESCENT LIGHT FIXTURE, UNDER CABINET MOUNTED [ LIGHT FIXTURE, 2-48" BULB FLUORESCENT LIGHT FIXTURE, RECESSED STEP -== PANELBOARD, 12" TO TOP L=l DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT 84" CEILING FAN ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM AS REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 100% OF FIXTURES SHALL BE BULGED WITH NIGH-EFF(CIENCY BUL55 AS DEFINED BY FBC-ENERGY R404 ELECTRICAL CONTRACTOR 5HALL MOUNT AND LABEL ALL DEVISE BOXES FOR OWNER APPROVAL PRIOR TO DRILLING FOR AND PULLING WIRE. 5ECONE) FLOOR ELECTfRiCAL FLAN SCALE: I/4" = I' -0" A/C PAD TANKLE55 rT*'�FIR5T FLOC FR ELECTRiCAL FLAN SCALE: I/4" = I' -0" 0 F C, ( 1 0 ICE COP ('REVISION DATE OF ISSUE 12 -I -I8 DRAWN BY: HGP SHEET NO. PINKSTAFF E-1 15032 I ACCESSORY STRUCTUR THE PINKSTAFF RESID NC Q SILT FENCE w/ FILTER CLOTH K, EQUAL) POWOOD ER OR APPROVED THIRDSTRE EQUAU ON WOOD STAKES 9 MAX. 6'-0" O.G. ET FLOW GRADE ACH ORIDA BACKFILL FENCE AFTER PLACING FENCE ATLANTIC B F SCALE: 3/4"=I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED At WORK AREAS DURING WORK PERIOD, BUT SPALL BE REPLACED AT THE END OF WORK PERIOD. i,iala m FirlNON A.C.T. ACOUSTICAL CEILING TILE E.W.H, ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION W.C. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.5, NOT TO SCALE ALT. ALTERNATE EXT. EXTERIOR O.G. ON CENTER ALUM. ALUMINUM F.G. FIBERGLA55 OPNG. OPENING AWN. AWNING WINDOW FIN, FINI5P PT PAINT 5LK. BLOCK FIN, CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE BOT. BOTTOM FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG. BUILDING FD. FLOOR DRAIN Q.T. QUARRY TILE B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED CAB, CABINET GL. BK. GLASS BLOCK WINDOW READ. REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R RI5ER C.I, CAST IRON NDW. HARDWARE RD, ROOF DRAIN CL. CENTERLINE NGT. HEIGHT S.N. SINGLE HUNG WINDOW G.T. CERAMIC TILE HORZ. HORIZONTAL 514T. SHEET C.W. COLD WATER 1_13. W05E 5155 SIM. 51MILAR CONC. CONCRETE H.W. NOT WATER SL. SLOPE G.M.U. CONCRETE MASONRY UNIT ID, INSIDE DIAMETER SPEC. 5PECIFICATION5 CONT. CONTINUOUS INSUL. INSULATION 5TL. STEEL C.J. CONTROL JOINT JAN. JANITOR TI -K THICK CFM. CUBIC FEET PER MINUTE JT. JOINT TAG TONGUE AND GROOVE DR DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYF. TYPICAL - DI5P. DISPENSER LAV. LAVATORY VERT. VERTICAL DN, DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE DWG, DRAWING MAIL. MATERIAL W.I.C. WALK-IN CL05ET EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD ELEC. ELECTRIC MECH, MECHANICAL W1,UM. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CL05ET M.P. METAL PANEL UR URINAL STRIP E 11 I 8"SQ. POP-UP 40 PVC PIPE GRATE +8.9----------------------------------------------- - - - - K - --C ' - - DOWNDPOUT, TYR, 8.8 i 5 6" P i dl II OPEN STAIR - ------------- I i i i i lv- -----------------�-- -TOP OF 1 a FIN15k --------, 1 m FLOOR ___ ------SLOPE =8.9' I� LANDSCAPE La --------- AND LAWN - 1� I� 1501-011 I�J I LANDSCAPE -----a----- ---- I IV Im 1� 1 cLU 1Q� CONC.PAVERS !z O EXISTING 2 STORY I LL FRAME RESIDENCE (Q\ Iu 1� I I I I i-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - 1'-6" SIDEYARD SETBACK PAVERS -- -- -- 150'-0" - -- WIND LCADS 5U1`RFAGE CADCULATiCN5: WIND DESIGN PER F5C RESIDENTIAL 2011, TABLE R3012(2) BASIC WIND SPEED: WIND DESIGN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF WEIGHT ROOF AW:LE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (5x1.4 COFR) ENCLOSED 21'-3" 26.5651 DEGREES (6:12) 3.0 FT. COMPONENT AND CLADDING WIND LOADS 71500 5F. HOUSE AND PORCHES ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(P5F) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -21.0 1 100 14.0 -21.0 2 10 14.1 -4010 2 20 14.0 -36.4 2 50 14.0 -32.2 2 100 14.0 -29.4 3 10 14.1 402 3 20 14.0 -41b 3 50 14.0 -56.0 3 100 14.0 -46.2 4 10 25.5 -26.6 4 20 24.4 -26.6 4 50 22.8 -23.8 4 100 21.1 -23.8 5 10 25.4 -33.6 5 20 24.4 -30.8 5 50 220 -28.0 5 100 21.1 -26.6 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING IS THE RE5PONSI5ILITY OF THE WINDOW / DOOR MANUFACTURER AND $WALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRE55URES SITE FLAIL SCALE: IMPERVI0U5 5U1`RFAGE CADCULATiCN5: AREA: PRE CONSTRUCTION: P05T CONSTRUCTION: LOT 1.500 5F, 71500 5F. HOUSE AND PORCHES 1,288 5F. IZ88 5F, CONCRETE DRIVE 4 WALK 289 5.F. 289 5F. PAVERS 10 100% 601 SF. 601 5F. EQUIPMENT PADS 18 5F. 21 SF, NEW ACCE55ORY STRUCTURE - 591 5.F. TOTAL IMPERVIOUS SURFACE AREA 2,196 5F. 2,802 5F. % IMPERVIOUS 29.2 96 31.4% 0 +606 5F. { REMAINDER AVAILABLE = 948 SFJ RETENTION REQUIRED: V=CAR/12 V=,6 x 163 5F. x 93/12 = 282 CF. RETENTION SHOWN =290 CF. APR 1 1 2019 Q � O AIR CONDITIONED AREA NORTH INDICATES DIRECTION OF NORTH FIRST FLOOR = 499 S.F. SECOND FLOOR = 595 SF. � w x U UNCONDITIONED AREA = 52 SR � DRAWING NUMBER 5 U L D I* Iy � sEctloN q_ SHEET NUMBER WHERE Q .J SECTION 15 DRAWN U AFFL ICAE)LE CODES: DETAIL X - Q_ DRAWING NUMBER SWEET NUMBER WHERE FLORIDA RESIDENTIAL CODE 2011 DETAIL IS DRAWN NATIONAL ELECTRIC CODE 2011 A ELEVATION LETTER ELEVATIONS D A-5 B�- SHEET NUMBER WHERE ELEVATION 15 DRAWN INDEX I Ij� `l C T-1 TITLE SHEET, SITE PLAN, DATA DOOR 0 DOOR A-1 FLOOR PLANS, ELEVATIONS NOMENCLATURE+' A-2 SECOND FLOOR PLAN AND ATTIC PLAN 3648 = 3'-6" x 4'-5" A-3 SECTIONS WINDOW ® WINDOW 5-1 5TRUCTURAL PLANS, 5C44EDULE NOMENCLAtURE} E-1 ELECTRICAL PLANS, LEGEND 364 = 3'-6" x 4'-8" APR 1 1 2019 Q � O M � N M � w x U H< W Q H .J U - DATE OF ISSUE 12-1-18 DRAWN BY: V � � HCxP SHEET NO. PINKSTAFF T-1 18032 2300 0 x Cc) v O o cn � W � o U1 O w O �® m SAJ C- 0 0 s 0 U) 0 2 0O D r5� z 0 mmo, EnO< m D pOr C/) D O C: gym -' D N z vmm D �r0 BoO z D XD� _mom -rm OD �z vp D <Z ZrN 2 COz m mXrm co Z (n X 0 rrI NIDD Z -� N A a) > OmmV) 0K: 0 0 0(j�Z O — Orri Z;u rTI r— rrI 0> 0 no�0 Z 000 m C0� (n Z =_ �Q2D Z mN m m;um> r r m r O .Z0FA 0 7�-- D �mD. D In a m2 U Z C- C IT Z ;2-, 7\ D LOcn � o m m ID m Z m ?1 0 Tl O0ZCO r;m �m m X 5m O C 0 ce A II II II II II N-,l NO0 Ln -4Cono0 LO ri) c c c c CD 0 0 CDmfD o f—D N(rtp N CD (D ,..' N rt r rt I I O X CA m D m D. m z-0 J > •• m rn _ Cf) I! z Z N O 0 n N TI m r W cD Q) w (Q1313 ,80 0`l) N N 0avd 9� c0 U1 <Z ZrN 2 COz m mXrm co Z (n X 0 rrI NIDD Z -� N A a) > OmmV) 0K: 0 0 0(j�Z O — Orri Z;u rTI r— rrI 0> 0 no�0 Z 000 m C0� (n Z =_ �Q2D Z mN m m;um> r r m r O .Z0FA 0 7�-- D �mD. D In a m2 U Z C- C IT Z ;2-, 7\ D LOcn � o m m ID m Z m ?1 0 Tl O0ZCO r;m �m m X 5m O C 0 ce A II II II II II N-,l NO0 Ln -4Cono0 LO ri) c c c c CD 0 0 CDmfD o f—D N(rtp N CD (D ,..' N rt r rt it P X 0 9D L, %U /0 �r _ T 00 0 D -c r- 0 0 0_ � o (" 0 C) D G) m CY) -u (.0 r 01 RK Z r O T _• V M— C) ,�/^� C C V Z) C X o_ Z < O I N �0 C Z Z nD ^ D (� ) m O> �U) O ;;a Z C OW Cmm O D m C C7 —/ D D rC/) � O Om Z0 :< mm r� � Z I I I I I J o� n N O � (Q1313 ,80 0`l) 30N33 -Z 0avd 9� odd v rno O `00*07 a1 i 30733 DOOM .9 t0 0*9Z 00 \\ N �z z Z o cn \Owl § $ i - —I a �m PoWt70 p o -� w X� z N w � CJ�nn' �c 0 g � 0) 8(-4 z w sf . rn rrl 0) ® J to (D p 00 m� SM30d N o 30N33 DOOM ao Na`Oo 30733 OOOM 9 ao o to x 00'05 l w on V05 l) O n N I 'A w m X O��z�®O�OpC�mDOZC _ C: M�Om ZED r- A ;u n V) DII II II O29� M o -z z�cnm � roocDaoo <N C) D �- O no: ,j0z> CD0to0-- Do Kzm0�,0-; Dox00-00cn DIImz� D r mo=1 m D U) (n v O Z V—Z --I D Np O�p x X m m XO z>o>xO -T II- ZOD 5C mZZK z m p r NO0 o OXFM Z p O r --y m8 m N -u Xco m-,. --j v� c o < m 00 O O D o Z p D X D D = Z K N C7 v it P X 0 9D L, %U /0 �r _ T 00 0 D -c r- 0 0 0_ � o (" 0 C) D G) m CY) -u (.0 r 01 RK Z r O T _• V M— C) ,�/^� C C V Z) C X o_ Z < O I N �0 C Z Z nD ^ D (� ) m O> �U) O ;;a Z C OW Cmm O D m C C7 —/ D D rC/) � O Om Z0 :< mm r� � Z SILT FENCE w/ FILTER CLOTH (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES 6 MAX. V-01' O.C. FLOIU GRADE BACKFfLL FENCE AFTER PLACING FENCE 5T,XED TURIN[)TY5ARRIER- SCALE: 3/4" = I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. A.C.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER HEATER MIN, MINIMUM ADJ. ADJACENT EL, ELEVATION N.I.C. NOT IN CONTRACT A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.S. NOT TO SCALE ALT, ALTERNATE EXT. EXTERIOR O.C. ON CENTER ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING AWN. AWNING WINDOW FIN, FINISH PT PAINT BLK. BLOCK FIN. CLG, FINISHED CEILING P.V.C. POLY'/INYL CHLORIDE BOT. BOTTOM FIN. FLR. FINISHED FLOOR P.T. PRESSURE TREATED BLDG, BUILDING FD. FLOOR DRAIN Q.T. QUARRY TILE B.U. BUILT-UP GALv. GALVANIZED REINF. REINFORCED CAB. CABINET GL. BK. GLASS BLOCK WINDOW READ, REQUIRED CPT, CARPET GWB GYPSUM WALL BOARD R RISER G.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW C.T. CERAMIC TILE HORZ. HORIZONTAL SWT, SHEET G.W. COLD WATER N.B. W05E BIBS SIM, SIMILAR CONC, CONCRETE N.W. HOT WATER SL. SLOPE C.M.U. CONCRETE MA50NRY UNIT I.D. INSIDE DIAMETER SPEC, 5PECIFICATION5 CONI. CONTINUOUS IN5UL. INSULATION STL. STEEL C.J. CONTROL JOINT JAN, JANITOR THK, THICK C.P.M. CUBIC FEET PER MINUTE JT. JOINT TdG TONGUE AND GROOVE DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL DISP. DISPENSER LAv. LAVATORY VERT. VERTICAL DN. DOWN M.O. MASONRY OPENING V.G.T. VINYL COMPOSITION TILE DWG. DRAWING MAIL. MATERIAL W.I.C. WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYP5UM WALLBOARD ELEC, ELECTRIC MECH. MECHANICAL W.IUM. WELDED WIRE MESH E.W.G. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET M.P. METAL PANEL UR. URINAL a - ["I P ED,rsE STRIP ACCESSORY STRUCTURE THE PINKSTAFF RESIDENCE 314 THIRD STREET ATLANTIC BEACH!, FLORIDA -- -- -- -- -- -- 150'-0" - -- -- ----r--- 1:1 El ' LANDSCAPE --------------- 7 -&" 51DEYARD SETBACK - LANDSCAPE AND LAWN ----------------------------- i'-6" SIDEYARD SETBACK WIN[) LOAD5 AREA: WIND DESIGN PER FBC RESIDENTIAL 2011, TABLE 8301.2(2) BASIC WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (Bxl.4 COFF.) ENCLOSED 21'-3" 26.5651 DEGREES (6:12) 3.0 FT, COMPONENT AND CLADDING WIND LOADS ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSP) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -21.0 1 100 14.0 -21.0 2 10 14.1 -40.6 2 20 14.0 -36.4 2 50 14.0 -32.2 2 100 14.0 -29.4 3 10 14.1 -602 3 20 140 -41.6 3 50 14.0 -56.0 3 100 14.0 -46.2 4 10 25.5 -26.6 4 20 24.4 -26.6 4 50 22.8 -23.8 4 100 21.1 -23,8 5 10 25.4 -33.6 5 20 24.4 -30.8 5 50 22.8 -28.0 5 100 21.1 .2(0.(o DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES --------------- I-- - - -- -- 'U 'm I� to IQ CONC, PAVERS Io EXISTING 2 STORY FRAME RESIDENCE I� 150'-0" - - 51TE FLAN SCALE: 1/8":I'-0" IIIFERVICU5 5U FACE CALCULATION5: AREA: PRE CONSTRUCTION: POST CONSTRUCTION: LOT 1.500 5F. 1,500 SF. HOUSE AND PORCHES 1,288 5F, 1,288 5F, CONCRETE DRIVE t WALK 289 S.F. 289 SF. PAVERS m 100% 601 5F. 601 5F, EQUIPMENT PADS 18 SF. 21 S.P. NEW ACCESSORY STRUCTURE - 591 SF, TOTAL IMPERVIOUS SURFACE AREA 2,196 SF. 2,802 S.F. IMPERVIOUS 29.2 % 31.4 % RETENTION REQUIRED- V=CAR/12 V:b x 163 5F. X9.3/12 : 282 CF, RETENTION SHOWN =290 Cr-, 5YMOL5 NORTH D +606 SF. INDICATES DIRECTION OF NORTH DRAWING NUMBER SECTION X A- SHEET NUMBER WHERE SECTION IS DRAWN REMAINDER AVAILABLE = 948 SFJ PAVERS OFFICE COPY AIR CONDITIONED AREA FIRST FLOOR : 499 SF. SECOND FLOOR : 595 SF. UNCONDITIONED AREA : 52 SF. 5U I L D IN CODE 5UMME Y VISIONS w AFFLICABL COD 5: X DRAWING NUMBER DETAIL Q- SHEET NUMBER WHERE FLORIDA RESIDENTIAL CODE 2011 DETAIL 15 DRAWN NATIONAL ELECTRIC CODE 2011 A A N ELEVATION LETTER ELEVATIONS D*B-::::::ELEVATION 5WEET NUMBER WHERE IS DRAWN I Ij� D E X OF IDA W NG S: C T -I TITLE SKEET, SITE PLAN, DATA DOOR 0 F A-1 FLOOR PLANS, ELEVATIONS NOMDOOR 3646 NGL (o" x 4 3648 : 3'-6° x 4'-s" A-2 SECOND FLOOR PLAN AND ATTIC PLAN H x A-3 SECTIONS WINDOW O WINDOW 6-1 STRUCTURAL PLANS, SCHEDULE H NOMENCLATURE: E-1 ELECTRICAL PLANS, LEGEND ��Q 3648 = 3'-6" x 4'-8" W VISIONS m w U z w W A N � � A 0 F z H x w w � aux U H �WU ��Q W W � U U � z � a o w U U m DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. PINKSTAFF T-1 I 32 m W N m z S O U W F, Q DATE OF ISSUE 12-1-I8 DRAWN BY: HGP SHEET NO. PINKSTAFF T-1 I 32 AV FLA -54N , TSF. Q-3 SCALE:3"=1'-o" (GABLE FLASHING SIM.) INSTALL CONT, AT ALL EAVE AND GABLE LOCATIONS JRAL PANEL ROOF DECK NDERLAYMENT HfNGLES METAL DRIP ON P.T. Ix2 ON 2x(o FASCIA, TYP, ALL LOCATIONS L FLASHING 1ENT °L ROOF DECK EDGE OF ROUGH OPENING SEALANT, TAPE OR LIQUID 112„ GWB OPENING PERIMETER SEALANT INSTALLATION FINISHED ELEVATION 1/4"x3'12" C.F. TRIM WINDOW /4''x6" CF. TRIM SCALE. 3`4-0` WINDOW IN5TALLATION INSTALL CONT, AT ALL ROOF TO WALL LOCATIONS INCLUDING ALL SIDE WALLS AND AT CHIMNEY f=I\0cE[:)uE I. VERIFY THE OPENING 15 PLUMB, LEVEL AND SQUARE. 2. VERIFY THE WINDOW WILL FIT IN THE OPENING, 3. APPLY COMPATIBLE LIQUID SEALANT OR TAPE AT PERIMETER OF OPENING TO COMPLY WITH MFGR INSTRUCTIONS. 4. INSTALL SILL SHIMS AS REQUIRED BY WINDOW MANUFACTURER. 5. INSERT WINDOW IN OPENING AND SHIM, LEVEL AND FASTEN AS REQUIRED BY WINDOW MANUFACTURER 6. APPLY SIDE FLASHING TAPE OR LIQUID SEALANT ,L FLASHING ALL AROUND.. 1. INSTALL CF. TRIM AT SILL, JAMBS AND HEAD, (NO 45° MITERS) 8. INSTALL HEAD FLASHING. SENT °L ROOF DECK SCALE: 3"-1'-0" INSTALL CONT. At ALL SLOPED ROOF TO WALL LOCATIONS INCLUDING ALL WINDOW 51LL5 CAULKIN CAULKir '12 " GWB CAULKIIN '12" GWB HEAD JAMES '12" NOM ZIP STRUCTURAL SHE CF. 51DING w/ 1114" LAP Do NOT SEAL ALUMINUM FLASHING 5/4" x 3112" CF. TRIM DO NOT SEAL )INDOW WINDOW SEALANT, TAPE OR LIQUID SEALANT All CnuV- .. .. 5/4" x 3112" CF, TRIM SEALANT V2" NOM ZIP STRUCTURAL SHEATHING LEATHER BARRIER, CONT. :F. SIDING w/ I'14" LAP WINDOW SEALANT, TAPE OR LIQUID 5/4" x 6" CF. TRIM 2, 5 CT I ON A-3 SCALE: 1/2"=1'-0" IALT SHINGLES ON 30" FELT ON M. STRUCTURAL SHEATHING W/ 10ci RING SHANK NAILS 4 6" )GES AND INTERMEDIATE A rT� ENTRE GANOFr A-3 SCALE: I/2"=1'-0" P.T. 2x8 RAIL CAP (PT 2xlo a 6x6 POST) PROVIDE CODE COMPLIANT RAILS, HANDRAILS AND AND DECKS, SEE 8311 NE SELECTION BY O P.T. 2x10 SKIRT 6 3'-W 5 T� FICAL STAR 5ECTiON �A-(oj SCALE:11j2"=I'-0" SEALANT 1/2" NOM ZIP STRUCTURAL SHEATHING :F. SIDING w/ 1114" LAP WINDOW IN5TALL 4TION a HARD( FLAN SCALE: 3"= I'-0" =6N." >AN / / / / z 71 / 5TAI 5 CTION �-3 SCALE. 112"=V-0" -o �c IDTAI - 3 SCALE: 1/211=1'-O" ze SECTION 4-3 SCALE: -3727 7�7- 6' - 4D INGS RAILING / R / i 12"0 x 20" DEEP ROUND GONG FOOTING ® 4-04 BARS VERT. 4 4-"4 TIES AT 3" FROM TOP AND BOTTOM. 112"x12" THREADED ROD TO SIMPSON A15A44 w/ 6-10d TO POST, TYP, '/2"x8" LAG SCREW, RECESSED AND PLUGGED P.T.4x6 PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES 0 MAX 16" O.C. E.W.,'12" NOM. ZIP SHEATHING ON 2x4 STUDS a 16" O.CR-19 BATT INSULATION, 1/2" GWB, -XI "HIGH WIND" ASPHALT SWING' S ON 30" FELT ON I* T4G ON'12" NOM, STRUCT L SHEATHING DECKING NAILED w/ loci RI SHANK NAILS m 6" O.C. AT PANEL EDGES AND I TERMEDIATE A 4" SDWC SCREW HALF LAP JOINT, GLUE AND NAIL r 112 "x8" LAG SCREW, RECESSED AND PLUGGED 4" 5DWC SCREW PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV, TIES 10 MAX 16" O.C. E.W., 112" NOM. ZIP SHEATHING ON 2x4 STUDS e 16'I O.CR-19 BATT INSULATION, 1/211 GWB. FINISHED FLOOR OFF P.T. 2x8 16" O.G. P.T. 2x10 5KIR SIDES OF LAS ATTACH TO P SIMPSON LU26 w/ 6 -loci 2-12"0 BOLTS. TO HEADER AND 4-10d TO JOISTS P.T. 6x6 Ai ICE COPY z h 0, . cn " 4 >ING. 5T5 w/ W Np W Z TYP. µ < , APR 1 1 2019 O HANDRAILS AS SELECTED BY OWNER P.T. 6x(o POSTS, %TYP. / 3'-4' �-+ � U m W N � w x TREADS FROM DECKBOARDS W gw cn 4 - P.T. 5TRfNl x IALT SHINGLES ON 30" FELT ON M. STRUCTURAL SHEATHING W/ 10ci RING SHANK NAILS 4 6" )GES AND INTERMEDIATE A rT� ENTRE GANOFr A-3 SCALE: I/2"=1'-0" P.T. 2x8 RAIL CAP (PT 2xlo a 6x6 POST) PROVIDE CODE COMPLIANT RAILS, HANDRAILS AND AND DECKS, SEE 8311 NE SELECTION BY O P.T. 2x10 SKIRT 6 3'-W 5 T� FICAL STAR 5ECTiON �A-(oj SCALE:11j2"=I'-0" SEALANT 1/2" NOM ZIP STRUCTURAL SHEATHING :F. SIDING w/ 1114" LAP WINDOW IN5TALL 4TION a HARD( FLAN SCALE: 3"= I'-0" =6N." >AN / / / / z 71 / 5TAI 5 CTION �-3 SCALE. 112"=V-0" -o �c IDTAI - 3 SCALE: 1/211=1'-O" ze SECTION 4-3 SCALE: -3727 7�7- 6' - 4D INGS RAILING / R / i 12"0 x 20" DEEP ROUND GONG FOOTING ® 4-04 BARS VERT. 4 4-"4 TIES AT 3" FROM TOP AND BOTTOM. 112"x12" THREADED ROD TO SIMPSON A15A44 w/ 6-10d TO POST, TYP, '/2"x8" LAG SCREW, RECESSED AND PLUGGED P.T.4x6 PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV. TIES 0 MAX 16" O.C. E.W.,'12" NOM. ZIP SHEATHING ON 2x4 STUDS a 16" O.CR-19 BATT INSULATION, 1/2" GWB, -XI "HIGH WIND" ASPHALT SWING' S ON 30" FELT ON I* T4G ON'12" NOM, STRUCT L SHEATHING DECKING NAILED w/ loci RI SHANK NAILS m 6" O.C. AT PANEL EDGES AND I TERMEDIATE A 4" SDWC SCREW HALF LAP JOINT, GLUE AND NAIL r 112 "x8" LAG SCREW, RECESSED AND PLUGGED 4" 5DWC SCREW PAINTED FACE BRICK ON OPEN CAVITY w/ CORRUGATED H.D. GALV, TIES 10 MAX 16" O.C. E.W., 112" NOM. ZIP SHEATHING ON 2x4 STUDS e 16'I O.CR-19 BATT INSULATION, 1/211 GWB. FINISHED FLOOR OFF P.T. 2x8 16" O.G. P.T. 2x10 5KIR SIDES OF LAS ATTACH TO P SIMPSON LU26 w/ 6 -loci 2-12"0 BOLTS. TO HEADER AND 4-10d TO JOISTS P.T. 6x6 Ai ICE COPY z h 0, . cn " 4 >ING. 5T5 w/ W Np W Z TYP. µ < , APR 1 1 2019 O DATE OF ISSUE 12-1-I8 DRAWN BY: NCP / SHEET NO. PINKSTAFF A-3 1832 N �-+ � U m W N � w x L W gw cn Q DATE OF ISSUE 12-1-I8 DRAWN BY: NCP / SHEET NO. PINKSTAFF A-3 1832 00- 0 d0 U)F- > '..Z 2 mLL.J (n U o Iz- z LL - <0 J m� .qr W U Y Q U �- 0 m Y Ld 0 0 m J in m o m rn 46o J O aUj > �o d WV aW z F � M Z O h < =' a Mmm mvRW WO LLJJ m a a 0 co x _U co Z = Q r� )L0 J 4 Q } af W Q w0 Z 0 � IL O a > �W �2 O —) W Z AZO- ~ m J w<Ld o m Z W Z :2 Z Z 0 Of tgLLJ U af ¢ O I Q Z ccn 0 3:®to 0WU� 0< ¢ vLJ Z � dD rn o) co iri Q W W O �- Y U) ® < n 0 coLO0 Z Y C O W 0OOZwZ� zM) /�w ch < �� o U M 0�3vOim Q Z o O 2W�U)QW �j�� af ®OO II II II II mE-�U�I�twm �((nZ� ® IJ Q Z m U OZCLZ®QZ�WN N J Q W w Z �p �(n0 M sa co N N 3 � O r� )L0 J �I mL v 'Lf) m v V) af Q —) W ao a O 06 x ri 01 O � >j VERS ppm ON c' n� ten' 0 m rn P7 O J (150.13' FIELD) 150.00 g' WOOD FENCE of IN 150.®U (150.08' FIELD) U � ❑E r o� of Vl Z O P Q J U J Q U V) O 5 Of w a_ W W 47 N fA (p 0in0Lo O,4(AOr- h O N N II �I I� II II U r W v� N Y O O w W CL �:2 w— V)ULu Q 0000 00 F -- O J a') 0 Lj- O F- L.L W Z W m W O LL U) Z Cn > Lai 1-. Y O 0 Q ¢ C) W 0 C) oTQ' 0 pQcr I�Lli O LL - O Z 0 woo U 0 Z OL�J O p�¢ W J W . - > Q�- Q Z w 2_� 00 =Z�Z� Z ��a-0 W W Q LL - O= O0�CO WmFV) LLJ W -O Q N ¢QXN a�UU� 0 xU)zm W' = Q Q D_ Cr- Lj W ZJ�> =Ow(10O F- N3:?Z N N LL- I N 1 � O r� )L0 J �I mL 00 F -- O J a') 0 Lj- O F- L.L W Z W m W O LL U) Z Cn > Lai 1-. Y O 0 Q ¢ C) W 0 C) oTQ' 0 pQcr I�Lli O LL - O Z 0 woo U 0 Z OL�J O p�¢ W J W . - > Q�- Q Z w 2_� 00 =Z�Z� Z ��a-0 W W Q LL - O= O0�CO WmFV) LLJ W -O Q N ¢QXN a�UU� 0 xU)zm W' = Q Q D_ Cr- Lj W ZJ�> =Ow(10O F- N3:?Z N N �I mL V) --1 ® O Z O N V) af Q —) W z g V! m ® U) N Z r_ FL 0_0 7 a Ir 3:®to L0 �_ 0 ® 00 U) w () (A 04 (3 /�w ch < 2: M O O Q Z o O 00 af ®OO La. ® IJ V) ®5; Q N � a 7 w m Q 0 O cr. 2: M O O O W e U- < Ld ¢w ¢w ZOQ N J Q W w Z �p �(n0 U Vii o 0 <� � am J <O m } O N p z >0 W Uz w z�� 0 0 rZ a FLOW � 1rpg A O J A'C'T' ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT, ALTERNATE ALUM. ALUMINUM AWN. AWNING WINDOW BLK. BLOCK BOT. BOTTOM BLDG, BUILDING B.U. BUILT-UP CAB, CABINET CPT. CARPET C.I. CAST IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CONT. CONTINUOUS C.J. CONTROL JOINT CFM. CUBIC FEET PER MINUTE DH, DOUBLE HUNG WINDOW DISP. DISPENSER DN, DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER SILT FENCE w/ FILTER CLOTH 1 (MIRAFI, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES e MAX. 6'-0" O.C. GRADE FENCE AFTER PLACING FENCE NO Ii Mimi � Imm SCALE: 3/4" = I'-0" 1. PLACE FENCE At ENTIRE PERIMETER OF SITE. 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. E.W.H. ELECTRIC WATER HEATER EL. ELEVATION EXH. EXHAUST EXT. EXTERIOR F.G. FIBERGLASS FIN. FINISH FIN, CLG, FINISHED CEILING FIN. FLR. FINISHED FLOOR F.D. FLOOR DRAIN GALV. GALVANIZED GL. BK. GLASS BLOCK WINDOW GWB GYPSUM WALL BOARD HDW. HARDWARE PGT, HEIGHT HORZ. HORIZONTAL H3, H05E BIBB H.W. HOT WATER ID, IN51DE DIAMETER IN5UL. INSULATION JAN, JANITOR JT. JOINT LAM. LAMINATE (D) LAV. LAVATORY M.O. MASONRY OPENING MAIL, MATERIAL MAX. MAXIMUM MECH. MECHANICAL MTL. METAL M.P. METAL PANEL MIN. MINIMUM N.f.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER OPNG, OPENING PT PAINT P.V,C, POLYVINYL CHLORIDE P.T. PRESSURE TREATED Q.T. QUARRY TILE REINF. REINFORCED READ. REQUIRED R. RISER RD, 14.1 -60.2 ROOF DRAIN S.H. 3 50 SINGLE HUNG WINDOW 5HT. 14.0 -46.2 SHEET SIM. SIMILAR SL. SLOPE SPEC. SPECIFICATIONS 5%. STEEL THK THICK TTG TONGUE AND GROOVE TYP. TYPICAL VERT. VERTICAL V.C.T. VINYL COMPOSITION TILE W.I.C. WALK-IN CLOSET WRGWB WATER RESISTANT GYPSUM WALLBOARD WWM., WELDED WIRE MESH W.C. WATER CL05ET UR. URINAL EDC%E STLRIP EDGE 5 O I O O I O I � I I � 01 O O I1 C2 ACCESSORY STRUCTURE THE PINKS A RESIDENCE 314 THIRD STREET AN IC BEACH, FLORIDA I 4"41, PVC PIPE 4"0 DOWNDPOUT, I TYP. I - -- aa I V I 6' -ice" U ry 49'-0" 8115Q. POP-UP -RATE i 4 i I O. T I i � � O � I i i i IAC ------------ --- v I -TOP ------------------------------------------ <t 111151-4 -- (� FLOOR =____ ____ SLOPE =8.9' I � = 9.6 I� LANDSCAPE ---------1 AND LAWN I� 1501-0" I LANDSCAPE I - - - - ------- - - - - - - - - - - - - - - - r ---- IU I� I F-- I� I i�Y - IQ y- CONC. PA RS to EXISTING: 2 STORY I LL OC FRAME RESIDENCE I� I� I I I I I I,, -�JJ- I - - - - - - - - - - - - - - - - - - - - - - - I; OPEN STAIR I -------------------- 1'-6" 51DE1'ARD SETBACK j' - - - 0------------ - - 150'-0" - REVISED UUIND LCAD5 5U FAG WIND DE51GN PER FBC RESIDENTIAL 2011, TABLE R3012(2) BASIC WIND SPEED: WIND DE51GN METHOD: A5CE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (Bx1.4 COFF.) ENCLOSED 21'-3" 26.5651 DEGREES (6:12) 3,0 FT, COMPONENT AND CLADDING WIND LOADS ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(P5F) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -21.0 1 100 14.0 -21.0 2 10 14.1 -40.6 2 20 14.0 -36.4 2 50 14.0 -32.2 2 100 14.0 -29.4 3 10 14.1 -60.2 3 20 14.0 -41.6 3 50 14.0 -56.0 3 100 14.0 -46.2 4 10 25.5 -26.6 4 20 24.4 -26.6 4 50 22B -23.8 4 100 21.1 -23.8 5 10 25.4 -33.6 5 20 24.4 -30.8 5 50 22B -28.0 5 100 21.1 -26.6 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES APPROVED 5ITE ALAN SCALE: 1/8 I' -0" IMFIE VICU5 5U FAG GALC�ULATICN5: AREA: PRE CONSTRUCTION: POST CONSTRUCTION: LOT 1.500 5F, 1,500 5F. HOUSE AND PORCHES 1,288 5F, 1,288 SF. CONCRETE DRIVE 4 WALK 289 SF. 289 5F. PAVERS is 100% 601 5F. 601 5F. EQUIPMENT PADS 18 S.F. 21 5F, NEW ACCE65ORY STRUCTURE - 591 S.F. TOTAL IMPERVIOUS SURFACE AREA 2,196 SF. 2,802 S.F. 96 IMPERVIOUS 292 % 314% A +606 5F. RETENTION REQUIRED: VzCAR/12 V=.6 x 163 5F. x 93/12 = 282 CF. RETENTION SHOWN =290 G.F. 5YMOL5 NORTH INDICATES DIRECTION OF NORTH REMAINDER AVAILABLE = 948 5F.) PAVER5 AIR CONDITIONED AREA FIRST FLOOR = 499 S.F. SECOND FLOOR = 595 5F, UNCONDITIONED AREA = 52 5F. BUILDINe CODE 5UM1E� aP,R T zois AF L IGABLE G0D 5: FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 INDEX CF DRAUJIN 5: T-1 TITLE SHEET, SITE PLAN, DATA A-1 DRAWING NUMBER SECTION X A-3 q- SHEET NUMBER WHERE 5-1 SECTION 15 DRAWN DETAIL X DRAWING NUMBER G- SHEET NUMBER WHERE M U L) DETAIL 15 DRAWN A ELEVATION LETTER ELEVATIONS D_7:::A-5 B�- SHEET NUMBER WHERE C ELEVATION 15 DRAWN DOOR 01 DOOR z� Q E• NOMENCLATURE± �) 3648 = 3'-6" x 4'-8" WINDOW AO WINDOW NOMENCLATURE± 3648 - 3'-(o" x 4'-8" REMAINDER AVAILABLE = 948 5F.) PAVER5 AIR CONDITIONED AREA FIRST FLOOR = 499 S.F. SECOND FLOOR = 595 5F, UNCONDITIONED AREA = 52 5F. BUILDINe CODE 5UM1E� aP,R T zois AF L IGABLE G0D 5: FLORIDA RESIDENTIAL CODE 2011 NATIONAL ELECTRIC CODE 2011 INDEX CF DRAUJIN 5: T-1 TITLE SHEET, SITE PLAN, DATA A-1 FLOOR PLANS, ELEVATIONS A-2 SECOND FLOOR PLAN AND ATTIC PLAN A-3 SECTIONS _ 5-1 STRUCTURAL PLANS, SOPEDULE E-1 ELECTRICAL PLANS, LEGEND m REVISIONS 4-3-19 4-9-19 DATE OF ISSUE 12-1-18 DRAWN BY: PGP r SHEET NO.-') PINKSTAFF T-1 I aO32 M U L) a M wow as o u� O rx d W z� Q E• �) U DATE OF ISSUE 12-1-18 DRAWN BY: PGP r SHEET NO.-') PINKSTAFF T-1 I aO32 SCALE: 3/4"_-I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. FT". ram • A.C.T. I' SILT FENCE w/ FILTER CLOTH �n (MIRAFI, POLYFILTER OR APPROVED MIN. EQUAL) ON WOOD 5TAKE5 9 MAX. 6'-0" O.C. FLOW 7 GRADE BACKFILL FENCE AFTER PLACING FENCE ELEVATION N.f.C. A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.5, ALT. ("i`15 AKA ED TU 51 D I T�- BARIREF, EXT. EXTERIOR SCALE: 3/4"_-I'-0" I. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. FT". ram • A.C.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN. ADJ. ADJACENT EL. ELEVATION N.f.C. A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.5, ALT. ALTERNATE EXT. EXTERIOR O.G. ALUM. ALUMINUM FIG. FIBERGLASS OPNG, AWN, AWNING WINDOW FIN. FINISH PT SLK. BLOCK FIN. GLG, FINISHED CEILING P.Y.G. BOT, BOTTOM FIN. FLR, FINISHED FLOOR P.T. BLDG. BUILDING FD. FLOOR DRAIN Q.T. B.U. BUILT-UP GALV. GALVANIZED REINF. CAB, CABINET GL, BK GLA55 BLOCK WINDOW READ, CPT, CARPET GWB GYPSUM WALL BOARD R C.I. CAST IRON HDW. HARDWARE PD. CL. CENTERLINE PGT. HEIGHT S.N. C.T. CERAMIC TILE HORZ. HORIZONTAL SHT, C.W. COLD WATER P.B. W05E BIBS SIM. CONC. CONCRETE N.W. HOT WATER SL. CM.U. CONCRETE MASONRY UNIT I.D. IN51DE DIAMETER SPEC, CONT. CONTINUOUS INSUL. INSULATION 5TL. C.J, CONTROL JOINT JAN. JANITOR THK, C.F.M. CUBIC FEET PER MINUTE JT. JOINT TiG DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. DISP. DISPENSER LAv. LAVATORY VERT. DN. DOWN M.D. MASONRY OPENING v.G.T. DWG. DRAWING MAIL, MATERIAL W.I.G. EA. EACH MAX. MAXIMUM WRGWB ELEC, ELECTRIC MECH. MECHANICAL W.W.M. E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. M.P. METAL PANEL UR. MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER OPENING PAINT POLYVINYL CHLORIDE PIkE55URE TREATED QUARRY TILE REINFORCED REQUIRED R�SER ROOF DRAIN SINGLE HUNG WINDOW SHEET SIMILAR SLOPE SPECIFICATIONS STEEL THICK TONGUE AND GROOVE TYPICAL VERTICAL VINYL COMPOSITION TILE WALK-IN CL05ET WATER RESISTANT GYPSUM WALLBOARD WELDED WIRE MESH WATER CLOSET URINAL ACCESSORY STRUCTURE THE PINKSTA F RESIDENCE 314 THIRD STREET ATLANTIC BEACH, FLORIDA DENIED 1� -- -- -- -- 150'-0" ❑ ❑ I LANDSCAPE __-__- _-- 1'-b" 51DEYARD SETBACK __________--- ____--- __________ IU Ica Im I� to � Q CONC. Io EXISTING 2 STORY FRAME RESIDENCE I, LANDSCAPE I AND LAWN ( ( PA v - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------- -------------- I' -(o" SIDEYARD SETBACK F77 I / UJINE) AREA: PRE CONSTRUCTION: WIND DESIGN PER FBG RESIDENTIAL 2011, TABLE 8301.2(2) BASIC WIND SPEED: WIND DESIGN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXF05URE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: (30-45 DEGREES) EDGE STRIP 130 MPH I C (544 COFF.) ENCLOSED 21'-3" 26.5651 DEGREES (6:12) 3.0 FT. COMPONENT AND CLADDING WIND LOADS HOUSE AND PORCHES ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) 1 10 14.1 -22.4 1 20 14.0 -22.4 1 50 14.0 -21.0 1 100 14.0 -21.0 2 10 14.1 -40.6 2 20 14.0 -36.4 2 50 14.0 -322 2 100 14.0 -29.4 3 10 14.1 -602 3 20 14.0 -41.6 3 50 14.0 -56.0 3 100 14.0 -46.2 4 10 25.5 -26.6 4 20 24.4 -26.6 4 50 22.8 -23.8 4 100 21.1 -23.6 5 10 25.4 -33.6 5 20 24.4 -30.8 5 50 22.8 -26.0 5 100 21.1 -2(o.6 DESIGN OF FASTENINGS OF WINDOWS AND DOOR5 IN THE WALL FRAMING 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRE55URE5 1501-01, r_ -v51 TE FLAN SCALE: IMF \/IOU5 5U FACE CALCULATIONS: AREA: PRE CONSTRUCTION: P05T CONSTRUCTION: LOT 1.500 S.F. 1,500 5F. HOUSE AND PORCHES 1,288 SF, 1288 5F. CONCRETE DRIVE E WALK 289 S.F. 289 5F, PAVERS 9 1000 601 SF, 601 SF, EQUIPMENT PADS 18 5F, 21 5F. NEW ACCESSORY STRUCTURE - 591 5F. TOTAL IMPERVIOUS SURFACE AREA 2,196 5F, 2002 SF. % IMPERVIOUS 29.2 % 31.4% D +606 SF. REMAINDER AVAILABLE = 948 5F.) RETENTION REQUIRED: V=CAR/12 V=lo x 163 SF. x5.3/12 = 262 CF. RETENTION SHOWN =290 CF. PAVERS C VISIONS) AIR CONDITIONED AREA NORTH INDICATES DIRECTION OF NORTH : FIRST FLOOR 499 5F.SECOND FLOOR : 595 5F. UNCONDITIONED AREA : 52 SF. c X DRAWING NUMBER BUILIDINC3 CODE 5UMME I SECTION 4_ SHEET NUMBER WHERE SECTION 15 DRAWN j /� AFFL IG?45L = GCIDE& DETAIL X A- DRAWING NUMBER SHEET NUMBER WHERE p pq FLORIDA RESIDENTIAL CODE 2011 DETAIL 15 DRAWN NATIONAL ELECTRIC CODE 2011 W A ELEVATION LETTER W ELEVATIONS D A-5 B✓�- SHEET NUMBER WHERE ELEVATION 15 DRAWN j� I I j I I �4 E)E X OF [)AU,J I N 5: C T -I TITLE 5PEET, SITE PLAN, DATA DOOR O DOOR A-1 FLOOR PLANS, ELEVATIONS NOMENCLATURE± A-2 SECOND FLOOR PLAN AND ATTIC PLAN 3648 : 3'-6" x 4'4" A-3 SECTIONS WINDOW ® WINDOW 6-1 STRUCTURAL PLANS, SCHEDULE NOMENCLATURE+- E -I ELECTRICAL PLANS, LEGEND 3648 -- 3'-(o" x 4'-8" C VISIONS) DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. PINKSTAFF T-1 18032 o c �j N Lo m M w p pq WL') o rx W H W Q DATE OF ISSUE 12-1-18 DRAWN BY: HGP SHEET NO. PINKSTAFF T-1 18032