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HomeMy WebLinkAboutPLANSQ c0 IN N 66 L]j G m CJ N (N (N W r m c ns a 0) C a N (D I 00 Co Co 0 0 n. N N 0 O Co Co L (9 D_ O (D O Cz J.1 >, N c Z3 a) m 0 00 Co Q U c E 0 U N 00 Lo LIJ J LL _...- - _ . WELLS ACROSS STREET OUT OF RANGE KLIE AVENUE SITE BM-2 (70SN&D' PUBLIC R /W) SET =2 NAIL SITE BM-1 „ o , EL.=20.43 I EL =20.31 SCALE:1 10 rI, a{ 20'± ASPHALT ROAD 20.4t t 0 5' 10, 20' M' E 20.39 a �7 12"CMP 12"CMP I PROPOSED 12"x24" CMP q I W. INVERT E. INVERT c W. INV. = 18.9 a EL.=18.86 EL.=19.10 a� 3 E. INV. = 18.9 0 Ui ti 21.15 X 19.67 } if co p 19.10 21.60 - FIR 1/2" S 89°46'49" E „-..o 75.12'(M) 2 jj(P) °�2�3021,46 q 1 FIR1/2" 75.00, z1 o a. <c mm t 'J 22,87 14.22 ?_1.43 I 25.00' I v j PROPOSED d PLASTIC q 21.11 TUBING INDUSTRY 25' B.S.L. h_-. L SYb`'TEM . _� - PROPOSEDa 3. 15 DRIVEWAY C� 3.0 ° �q. a 21,61Lo o R u 1 �� - - 22. a i XI 2.3.53 -0 0, X �" � o I � O ,1 2.36 5.00 1.00 21.70 d� .� 23.0 � �I> 16 , d I 22.5 1050 +, I J GAL u o 0 21.93 SIT C0 X 21,50 PROPOSED-S'X3' CONCrPAD LOT 24 EC. 23.0' LOT 22 BLOCK 79 ' BLOCK 79 ESIDENCE I / RESIDENCE F EL.=22.26 Zi , u<g / FF EL.=22.59 2.0 23.0 , -J3.27 22.0 I,� PROPOSED ` 'r zz.s RESIDENCE I C6 Fr- EL = 23.5' 23.0 10 y 21.45 I-\ } 1.61 0 \ 0 \ w \\ N 2'3.09 \ 2 1.70 22.5 23.0 23., 1� 1 - \ \ 26.33 23.0 10"93 \\ 21.60 / PROPOSED 3'X3' / 1 / A/C CONC. PAb \ /` EL.=.33.67' 22.0 22.0 / ( \ 2.1.49 j . Lq 21:62 Il r / \ \ / r / ��F Lq / IM 0.02 15' B.S.L. \ I 21.0 21.0 210 IQ47 WELL 10' PUBLIC UTILITY & / DRAINAGE EASEMENT FIR 19.71 / ! \ FIR 1/2" 1/2" j N 89°45'45" W } v 75.00'(P) ) 20.2£i \V74.79'(M) ( LOT 8 \ I BLOCK 79 BLOCK 79 \ \ I RESIDENCE 21.40 RESIDENCE \ f ham,! \ I PROJECT DATA: SITE ADDRESS: 7501 BROOKLINE AVENUE FT. PIERCE, FLORIDA 34951 3300 BATTLEGROUND AVENUE #230 GREENSBORO, NC 27410 ENGINEER: MILLS, SHORT & ASSOCIATES, LLC. 700 22ND PLACE, SUITE 2C VERO BEACH, FLORIDA 32960 (772)226-7282 SURVEYOR: GSS SURVEYING & MAPPING, LLC. 4690 LIPSCOMB STREET NE, SUITE 6A PALM BAY, FLORIDA 32905 (321)914-3978 PARCEL I.D.: 1301-607-0244-000-2 FLOOD ZONE: THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 120111C0070J, DATED DECEMBER 4TH, 2012. BENCHMARK NOTES: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM'(NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS NGS PID D14002 BENCHMARK, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN. SITE DATA: REQ'D PROPOSED LOT SIZE: 5,000 S.F. 10,500 S.F. AlunoD apn-1 •aS LOT WIDTH: 60' 75 F.T. auawUedaO 6up4plad 6101 ' 0 inn MAX. BUILDING COVERAGE: 30% 1,989 S.F. (18.9%) MIN. OPEN SPACE: 40% 7,739 S.F. (73.7%) 03AWN SETBACKS: REQ'D PROPOSED FRONT YARD (N) 25' 38.60' SIDE YARD (W) TS' 26.33' SIDE YARD (E) 7.5' 10.93' REAR YARD (S) 15' 45.50' ZONING: SINGLE FAMILY (RS-4) LAND USE: SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: LOT 23, BLOCK 79, LAKEWOOD PARK, UNIT NO. 7, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (CONTAINS 0.24 ACRES) NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT PROJECT LEGEND: e v r = PROPOSED FINISHED GRADES .X = PROPOSED DRAINAGE PATTERN HP = HIGH POINT M.E. = MATCH EXISTING 0 = DRAINAGE STRUCTURE m y .E U) W N Z o N � M (� m } E E 2 b1✓ O U L a J Co O Co U y va 0 O r fq W_ r- V Co ®I Co 3 a? ,'',,/1't'1 W 0 M N t /q L mp l`_A m •C V)! xILL Y a�i d m 00 0 0 J V N V 1 CV 00 W N r .rw Z U rn .�: a. d = m U) 0 m LL a 0 N m 2 oN� o� S AL STEEL OR WOOD EXTRA STRENGTH FILTER POST " FABRIC 14EEDED WITHOUT La } WIRE MESH SUPPORT •�% ATTACH FILTER FABRIC <. SECURELY TO UPSTREAM Sir_.OFPOST r OFF -SITE AND CAN BE PERMANENTLY STABILIZED. STEEL OR WOOD POST-36" HIGH MAX. PONDING HF_IGI-IT FLOW G 4"X6" TRENCH WITH COM'OACTED BACKFILL- TRENCH DET,41L Flo W 10' MAXIMUM SPACING WITH WIRE SUPPORT FENCE, 6' MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE NDING HEIGHT FLOW I ' J" MIN. DRAIN ROCK INSTALLATION WITHOUT TRENCHING U) z w i O U w Q w Ln I- L.. SIT FENCE INSTALLATION DETAIL - TYPE IV. i°��©6Q5 w SURVEYORS NOTES: N = w SCALE: N.T.S. REVIEWED FOR U 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN CODE COMPLIANCE C 8 W Co SURVEYED. N ST. LUCIE COUNTY 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET, IN BOCQ9 N THE MINIMUM TECHNICAL STANDARDS. DRAINAGE AND GRADING NOTES: L 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. L2 2�I m ° W EASEMENTS OF RECORD. COP 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND 2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHAFIPE BROUGHT TO THE ATTENTION ENGINEER FOR RESOLUTION. E BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION OF THE 2SHOULD AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A U- LOCATED. MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING. (1) 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL v) Z NOTED. BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. C g 6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY d m 120111 C0070J, HAVING AN EFFECTIVE DATE OF WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN. L J W o JANUARY 16, 2012, THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE LL Q SPECIAL FLOOD HAZARD AREA. 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE CD Z = 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER SYSTEM. CONTRACTOR SHALL THE ADJACENT 0 N ARE REFERENCED TO U.S. SURVEY FEET. NOTIFY ENGINEER, SHOULD -,- PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE SCANK- 0 � 8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF THE INTENT OF STORM WATER DESIGN. BY = «: L.L Z SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED St. Lucie °' SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND STORMWATER POLLUTION AND EROSION CONTROL SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS NOTES: Z SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY L Q OTHER JURISDICTIONAL DETERMINATION. 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST. c 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE Y THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED EROSION AND SEDIMENT CONTROL. � O p HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED -0 IT] w w > m APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA AREAS. (!j > T � = y Z 3 ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE 3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED. > I--~ - m CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO - - - - - ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE PROJ. NO, 19 1380.6 REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY SODDED. - - 2 MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF _ ,- THE SIGNING SURVEYOR, THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE - r;'wTRt TCTF! SItALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER SHEET NO. OTHER THAN IN T FNDED BY THE SIGNING SURVEYOR. -- �.ONSTRUC'Tit!G. 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 6. ALL. DISTURBED AREA SHALL BE S ED PRIOR TO PROJECT COMPLETION. SHEET OF 1 GRP2 ELEV'B'- SHEET LIST Sheet Number Sheet Name SLAB PENETRATIONS ELEV'B' GRP2 0.2 GRP2 0.4 PLUMBING & ISOMETRICS PLAN 'B' GRP2 1.2 FLOOR PLANS'B' ELEVATIONS'B' ROOF PLAN'B' GRP22.2 GRP2 3.2 GRP24.2 SECTIONS ELEV'B' GRP2 5.11 INTERIOR ELEVATIONS GRP2 6.21 ELECTRICAL & FLOORING ELEV'B' STRUCTURAL DESIGN PAGES FOLLOW COVER SHEET GRP2 - ELEV'B'- AREA Name Area HEATED 1ST FLOOR 1603 SF UNHEATED 1603 SF GA?AGE 387 SF PORCH 81 SF UNDER ROOF 468 SF 2071 SF GRP2 - ELEV'B'- (STUD) AREA Name Area 1ST FLOOR 1544 SF 1544 SF 1 O Lo C: -4" ,. 3'-0" 1 I i i w CD J W_ Cn � N W., 19'-2" 16-Y 19'-8" 1'-81/2" �? M 4'-3" MKIN l'-81/4" 3-11/2" 3-21/4" II II I I I ;i 'i I �I I II I CUT CONTROL JOINTS I L AT INTERVALS 10'x10' I j IN BOTH DIRECTIONS 18'-61' SLAB PENETRATIONS ELEV'B' 114" = V-0" AT 22" X 34" LAYOUT 118"=V-0"AT11"X17"LAYOUT 13'-9" U0 w z_ J a_ U _N 0 LU OCT 2 4 2019 O O w Q J w of z _O H Q No O w z o of w O z Q cl w w cc ON o N coa 0 Q z O Lli Ul O Q N 2 >w> w w w J Y 0? z cf w J r HOHWL L fi 4 CAWW unu iirninai L�J . LUCIFs FILE COPY WLo Y W a Z a- W Y o Ow a z N 0- W w m H O N OO Q N 0 L o O U J N Q r� LL PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 010/22/2019 SHEET # GRP2 0.2 ►h/:I��ei��L�] FULL HEIGHT 2X4 WOOD STUD PARTITION STONE VENEER BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FULL HEIGHT 2X6 WOOD STUD PARTITION TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than Yz-inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5B -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies Not less than 1/2-inch gypsum board used for separation required by this section or equivalent DRYWALL OPENING WIDTH AS NOTED ON PLAN, 6-8" HDR HT. 1 ROD & SHELF NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON - BEARING WALLS FRAMED AT 24" O.C. REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION 1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS 2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.42. 3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER PER FLORIDA BUILDING CODE R 308.4,5. 4) NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS, SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE 6) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" C.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5 7) INSTALL 13/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.1.5, PLAN NOTES 8) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SERAF .4TIION IS A FLOOR -CEILING ASSEMBLY, THI=CT UCTURE SUPPORTING THE SEPARTION SHALI ALSO BE PROTECTED BY NOT LESS THAN i.,2" GYPSOM BOARD OR EQUIVALENT 9) ALL WINDOWS INSTALLED 72" ABO E GRADE MUST COMPLY WITH R612.2 MIN 24" SILL H IGHT OR PROVIDED WITH AN APPROVED WIN OW FALL PRVENTION DEVICE 10) PROVIDE FIRE BLOCKING PER SECTION R-302.11 11) PROVIDE DRAFT STOPPING PER SECTION R-302.12 12) PLANS TO BE DESIGN ACCORDIN TO TABLE R3012(1) OF 2017 FLORIDA BUILDING ODE 2668 DOOR W/ TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE DOOR STYLES & RAILS LOUVERS 1/8"X11-9"X56" NET OPEN AIR FLOW VOLUME OF AIR CONDITIONED SPACE 12824 CUBIC FEET 13) R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.9.1FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR THEIR FRAMES; OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. WINDOW SCHEDULE MARK MANUFACTURER HEIGHT WIDTH UFACTOR SHGC GLASSTYPE WIND-BORNE FL PRODUCT APPROVAL# 3-0 5-0 SH PLY GEM 59.5" 35.5" 0.32 0.22 LOW-E ARGON SHUTTER FL.150762 2-0 3-0 SH PLY GEM 35.5' 23.5" 0.32 0.22 LOW-E ARGON SHUTTER FLA 50762 16.67 SQ. FT. -7.05 SQ. FT. -1.02 SQ. FT. 8.60 SO. FT. q LO 5I 5'-11" 8'-1" 7'-10" 6'-7" 3'-6" 5'-9" 2030 SH 3-0 5-0 SH 3.0 5.0 SH 6'-8"H.H. 2186/86PNL 6'-8"H.H. 6'-8"H.H, DW 00 o 0 N) W.I.C. 2/06/8 KITCHEN 1 12' 8" z 11'•8" 2X4 WALL, 341/2" H. WI 12" COUNTER OVERHANG FRIG. T-51/2" HOOKUPS 2 GRP2 5. 4 4'-51/2" GREAT ROOM 3 M 17'•8" x 14'•6" io ELECTRIC RANGE) 2/6 6/8 CN U. W 0. BATH 7° M 0. SUITE I.I 13'•4" x 11'•0" GRP2 5. - z o oO I FLEX 14'-0" 6 4" 13'•0" x 10'-0" N 2/6 6/8 10'-71/2" 2'-41/2"' 6-7 1/2" 1-7 1/2 2'-31/2" 11'-11/2" D R VENT N (2) 2 6 6/8 c, Of BED 1 [[ 7�/,OOKUPS� M 1216618 CD LL, 10 O x 10 1 M BED 2 10'•9" z 10'•0" /WATER\KCHJ "' =� �Z `HEATER) fl M �i v 2/6 6/8 10'-71/2" x 5'-7" 3-5" 4'-7 1/2 4'-3" —5 N x� n GRP2 5.1 X Q BA. 2 M �~ 1 FOYER 216618 GARAGE BED 19'.0" x 19'•8" ESCAPE 10'•9" x 10'-4" 3-0 6-8 q 139" Fr,RF PORCH ', 3-0 5-0 SH TEM 3-0 5-0 SH 16070 SECTIONAL 4'-11" 6' - 8" H.H. 6' - 8" H.H. 13-6" 6-11/2" 3'-6" 5'-11/2" 1'-10" 16-0" 1'-10" 19'-8" 2'-1 1/2"— 4'-3„ 2-11/2" 13-9" 37'-8" FIRST FLOOR PLAN ELEV'B' U 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT LO 4" POST 11111 c/) DEC 1 8 2D190 w 2 0 0 0 a J LU z O a 0 z w 0 Q 0 LU w H— o z Lo cn 2 z } J z O w U N O U_ a J d N H 0 Uj w w > Q J Y 06 w 2 J r Mom Horne, Lms Himey. Gumnked 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 y "w �rN AA rr y(.�� y1, o Y W > Q M W Q W z ILL CL 0 LL 0 W CD a 0 z g W WLn m a H J p N O 2 O Q NO U J N � CD LO Q I` 0 LL PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 0 12/11/19 C9=6:1, GRP21.2 SHINGLES AS SPECIFIED 1ST FLOOR PL. HT, LAP SIDING 1 ST FLOOR FIN. FLR. SHINGLES AS SPECIFIE1 1ST FLOOR PL. HT LAP SIDINC 1ST FLOOR FIN. FL B & B SIDING ❑� D�C�000❑� � n�MEN �� I�1 1uIL—JIL�1u�� 4" WINDOW TRIM 4'I SHINGLES AS SPECIFIED N_ 2 1ST FLOOR PL. HT LAP SIDING LL- o o mi 1 FRONT ELEVATION'BI 1 /8 1-0 AT 22 ?� 3 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 2 REAR ELEVATION'B' 1/8 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 4" POSTS FIN. FLR. 1 ST FLOOR PL. 1ST FLOOR FIN. leb [Gb LEFT ELEVATION'B' U 1/8" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT I X 17" LAYOUT RIGHT ELEVATION'B' 1/8" =1'-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT �7t4��GEBg�, C i %P®. T OF kr CORl NA j11�1�e`�� U DEC 18 2019 p w Lu 2 O O I— Q Li H a J W re z O H a _ O A z r z a 00 c Q Lu LLJ J 2i its �P i i D I fit t' ;. p, H:Lri�;��,�Fttsi!i:r fL'ldFti W)UPw MGM Homa Lan mlfflaua Gmimnked 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC © 2017 m z 0 N Q Lu J Lu Ia Co PL'I►NCE ST LL1101 COUNTY Boco FILE COPY W o� aM Y wu- Q z a Lu 0 Y O w c p Ow d z 3: a m ~ Lu u � O N O Q N m Lo O I O v J NQI`u- PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 0 12/11/19 SHEET # GRP2 2.2 #i#I�rd{i ��Ill ��s�R�p!lakowlgt:�;��lar[,nkn !{$,$��,m!! fiulvidlEls!!!q!{lk�uur7ln�a+u�r`t(G`t ({ 1f iF(�I b7d'd,. i{{ iu 4MINN' lld ! Il�ar, d uiC Floe ktafitDk nt { ku GWii; rii MPH Mom Home. Lm Noneg. Guamnbmd, 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 W1H,LLC © 2017 cri m Z a J N � Lim DC O L7 O CC RF.VIEV im Pon CODE CC MPLIANCE ST. LUCI = COUNTY C6 o FILE COPY > Lu Oct ?LL a W G Y O z WLu a w w 00 i- co CNIY 0 CD uv Icv ¢ ti O O J PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 3.2 R703.4 Flashing. Approved corrosion resistant flashing shall be applied shingle fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion- R resistant (lashings shall be installed at all of the following locations 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the NE surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at iTAPETo exterior window and door openings shall be installed in accordance with one or more of the following or =D other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 12 The flashing manufacturer's written installation instructions. I I I LINE OF SOFFIT ABOVE i� 4X4 POST AS SPECIFIED I F/— COLUMN SIZE PER STRUCTURAL DRAWINGS - - - - - - - - LINE OF PORCH SLAB COLUMN DETAIL 3/8" =1'-0" AT 11" X 17" LAYOUT 1ST FLOOR PL. HT. 1 BUILDING SECTION 1 1ST FLOOR FIN. FLR. 3/16" =1'-0" AT 11" X 17" 0 1.3 In accordance with FMA/AAMA 100, FMAIAAMA 200, or FMAIWDMA 250. 1 A In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6. At wall and roof intersections. 7. At built-in gutters. 12 PER ELEVATION FINISHED PER BUILDER BEAM PER STRUCTURAL DRAWINGS P.T.1X FIi NISH MATERIAL 1 COLUMN SIZE PER 0 STRUCTURAL DRAWINGS w 0 cn W W d 4X4 POST AS SPECIFIED COLUMN ANCHOR PER BUILDER, INSTALL PER MANUFACTURER GREAT ROOM 171" x 14'•6" 1 1/4" TABLE R302.6 Dwelling/Garage Separation Separation Material From the residence and attics Not less than''% -inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than H -inch Type X gypsum board or equivalent Structure(s) supporting floor -ceiling assemblies Not less than 1/2-inch gypsum board used for separation required by this section ROOF SHEATHING, ROOFING MATERIAL PER ELEVATION MIN. R'30 BLOWN IN OR 8ATT. INSULATION 2X4 FRAMING AT 161, O.C. /2 P.T. 2X NAILER, TYP. I WIDTH z O > w J W W W U) o 0 2 .0 P.S.F.) "Oir u ALUM. DRIP EDGE VENTED ALUM. SOFF SHALL MEET R703.1. +27.71-37.0 P.S.F. SINGLE HUNG WIND( INSTALLED PER MAN SPECIFICATIONS VINYL SIDING OVER WI VAPOR BARRIER FLORIDA BUILDING C MONOL' PER STI ICAL WALL SECTION El REFER TO STRUCTURAL DAPrQ cno cni iMr)ATI I cnG FOYER o 0 2 WHEN USSES AR ,SPACED 24" O.C. THE C TRUCTURE MUST BE 518" DRYWALL OR 112" MIN. R-30 BLOWN IN OR BATT. INSULATION 2 G. FrR/i//��s * ; - .- p'• A OF s�* LOR4P ��ttl l 111\� DEC 1 8 2D19, n tr W 2 F— O O LU — 0 F— J W z O F— O U_ z W F— O z Q W LIJ F— O N a z O W F— U off U_ a cn F— o LU W W > a a. J Y 0? z w J 0 tet i , Marc .Lob i® Guamanteed 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 m z O N � d V REVIE ® F'O" CODE CO PLIi�NCrr ST. LUCI COUNTY B CC FILE COPY W Ln g� >� ¢ M W LL 9 Q_ J U ® oW c o OW a z R: Wa g W worl— d* Y m0 N O ¢ NoU'JO — O U J N<r`U_ PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE A 12/11/19 SHEET # GRP2 4.2 Hom Lm Moneg. 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH,LLC © 2017 CODE COOS ST. LUCIE t/') z 0 Q W J W 0 W H z D FOR COUNTY 0 FILE COPY a T Lo , a W-J z a 0 -JW CD o O O Ww z Z) w w a i- o °u atiu- _j PLAN # / ORIENTATION: 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 51 AAV 1 1 /2" VTR PLUMBING ISOMETRIC 1/4" = V-0" AT 22" X 34" LAYOUT 1/8" = V-0" AT I X 17" LAYOUT Charles 19 Spelma TO 4" SEPTIC LINE Digitally signed by Charles P Spelman DN: cn=Charles P Spelman, o=Printed copies of this document are not considered signed and sealed and all SHA-1 authentication codes must be verified on any electronic copies., ou=This item has been electronically signed and sealed by Charles P Spelman using a SHA-1 authentication code., nemail=cspelman@spelmanengineerin g.com, c=US Date: 2019.10.11 11:27:01-04'00' P• GEN .. , No 34925 00 STATE OF LU 00 ���lilliltl�� 37'-8" 20'-4" 3'-0" I a w t J CO O � i �� o 19'-2 1'-81/2" 16'-3" 19'-8" 1'-81 37-8" 4'-T q M CO PLUMBING PLAN ELEV'B' 114 -1-0 AT 22 X 34 LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT 18'-5" Is 13-9" N w z_ J ALL PLUMBING SHALL BE IN ACCORDANCE WITH a FLORIDA BUILDING CODE 2017 RESIDENTIAL U f� NO w 2 P- O O H 0 LU F- LU z O a O 1L z Qc w O a 0 w w N O a z a J z O w U H O LL J d I— f LU o LU w o (V w 2 a J Y 06 Z w J 0 , ,i tfiii � I {} i{i11�11ftI iIli 4iC l i( i I` ���(� it 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO, NC 27410 PHONE: 336-282-3606 WJH, LLC 0 2017 Z a a N DC W m N 0 oz C� m CODE CC)MR1.111AHCE Sid'. LUCIIE GCd IWJ 11 Vr Bad`, L1J U') o� >� FILE Zpy z a -1 W O w CD z a � &;wa Ln 2 W w Y p N O a N 0� 0 C U J N¢1`LL PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP20A ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES TV OUTLET -110V OUTLET - TV Q WALL LIGHT OLDGARAGE DOOR O SMOKE DETECTOR � 0 [_] OPENER PREWIRE OUTLET-110V PH GROUND FAULT OUTLET- PHONE IS" LIGHT BAR O FLUSH MOUNT SIC SMOKE DETECTOR/CO2 0 INTERRUPTER A, OUTLET-110V GROUND FAULT COACH LIGHT BATHROOM INTERRUPTER SWITCH SINGLE POLE FRONT DOOR O SURFACE CAN LIGHT EXHAUST FAN r WATER PROOF i C OUTLET - 220V 3 SWITCH - 3 WAY COACH LIGHT - �1 0 L. REAR DOOR I I cl—_ � OPTIONAL FLUORESCENT O FAN PREWIRE ®1'X4' 2 LAMPS 17 SWITCH 4 WAY DISCONNECT \ K. METER MAIN COMBO 150 AMP NEMOR OR 200 AMP NEMA 313 200 AMP INSIDE PANEL 3 - INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE WIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 3/0 SER AL (FOR 150 AMP) OR 4/0 SER AL (FOR 200 AMP) PER NEC GENERAL NOTES: 1) INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC. 210.12 AND 406.12 2) ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3) ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI 4) AC/DC SMOKE DETECTOR TO BE INTERCONNECTED AND RESIDENCE HAVING A FOSSIL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES PER RULE 9B-3.04.72 INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1612 HOUSE LOAD CALCULATIONS �- 2 SMALL APPLIANCE 1500VA EACH 3000 TO POWER CO. 1 LAUNDRY 1500VAEACH 1500 TRANSFORMER BOND TO FOUNDATION STEEL AS PER NEC 250.52(3) _ BY UTILITY COMPANY 1603 SF GENERAL LIGHTING @ 3W / SQ. FT. 4809 ELECTRICAL RISER DIAGRAM 1 WATER HEATER 4500 NOT TO SCALE 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 PANELSCHEDULE 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 # # # DESCRIPTION # 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 1 AHU WITH HEATER 50 AMP #6 I 2 RANGE 40AMP #8 2 o JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 - 3 3 4 4 5 DRYER 30AMP #10 5 6 ACU 30AMP #10 6 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 7 7 8 8 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 36,326 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 11 11 12 DISHWASHER 20AMP #12 - 12 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 FIRST @ 100 % 10 530 REMAINNDERDER @ 40 % (26,326) 10530 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 _ 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 18 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 21. FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) 23 MAST BED/ BATH 15AMP # 14 23 24 SPACE 24 VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 27 BED 3/ BATH 15AMP #14 27 28 SPACE 28 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 GFI (WP) LL T 1„ UNDER COUNTER" L LO HOODI MW n Q__ C 0 O HVAC A.C.U. DISCONNECT U i ----4- CS ,,`WATER\ ,HEATERS MECH KEYLESS A/C DISCONNECT J ELECTRIC IN ATTIC,: _ PANEL � KEYLESS GARAGE DOOR OPENER PREWIRE GFIPROTECTED 1 � M c4mz / 6-91/2" \ \ 8'-10" Ll \\ - Carpet _ 0 -TV VinyM - Ca+pet\ Vinyl \ -- l Vinyl 1 - m .. Caipet C) n \ TV GFI (WP) ELECTRICAL -1 ST FLOOR - ELEV V 1/4" =1'-0" AT 22" X 34" LAYOUT 1/8" = '-0" AT 11" X 17" LAYOUT cN w Z ^J LL Fj Lnn w O O uj a w elf a cc O LL off w H O Q 0 uj O N Q 0 a J O w CC un Of LL _ Q Lu Lu d Cn H 0 w w a 2 a J 06 ZI w 2 J wa i mio� 7di i ( �I i �i �n �'�Grtry ( riit�n;@{ MR .�liGih197an fl;4� ri33�t,',Rkrf ".3 ,,"1iAi.LYll.w�ti }§irl&�"tHA's9;ii6r14t � ..gyp }p.�{{��yyg�y�.gy Las Mwey� 3300 BATTLEGROUND AVE. SUITE 230 GREENSBORO,INC 27410 PHONE: 336-282-3606 W1H, LLC © 2017 C' Z cc 0 0 m LL N W � V LLI .I Lu REVIE ED FOR CODE CtcI LIAN E_ ST. LUCCORN BC o FILE COPY Lo Y co Q M wJ a z LLJ 0 w O z a � &;wa w wF- �* J p N O NoU)O O u J N Q f�_ LL PLAN # / ORIENTATION 1612 / LH SERIES NAME: DIAMOND PLAN NAME: LAST REVISION DATE 2/19/19 SHEET # GRP2 6,2 0 s 3 MEANS 4 METHODS NOTES THE STRUCTURE 15 DE516NED TO BE SELF SUPPORTING, AND 5TA13LE AFTER THE BUILDING 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE 5PEGIFIGATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROGEDURE5 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55AW 5HORIN6, 5HEETIN6, TEMPORARY BRAGIN5, 6UY5, AND TIE-DOWN5. CONTRACTOR 514ALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT 5TRLIGTLRE-5 AND SYSTEMS DURING GOUR5E OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. LATERAL BRACING METHOPOL06Y • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DESIGNED TO RE515T LATERAL LOADINC75 AS PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DE516N PRO41510N5 FOR WIND AND 5EI5MIG (5DPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENT5 SET FORTH IN SECTION 4.352. A5 SUCH, WALL5 WITH OPENINGS ARE GONSIDERED A 51N6LE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH NINDOKVOOR OPENING. • 5HEARV4AL.L5 USED IN THE DE516N OF THE 5TP11GTURE ARE DE516NED TO RE-515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 5DPN5. A5 SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE55 UPLIFT LOAD THAT HAS NOT BEEN RE50LVED THROUGH THE EXTERIOR 5HEATHIW5 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARNALL. TERMITE PROTECTION SECTION R318 - PROTECTION A6AIN5T TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY PE615TERED TERMITIGIDE5, INGLUDING 501L APPLIED PE5TIGIDE5, BAITING SYSTEMS, AND PE5TIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CON5I1RU6,1I0N. SEE SECTION 202, RE615TERED TERMITIGIDE." UPON COMPLETION OF THE APF1-IGATION OF THE TERMITE PROTECTIVE TREATMENT, A GEPTIFIGATE OF COMPLIANCE SHALL BE ISSUED TO TIE- BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAIN5 THE FOLLOWING STATEMENT: 'THE BUILDIN6 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAN5 E5TABL15HED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND CONSUMER SERVICES." LATERAL. BRACING 4 AALL SHEATHIN6 SPECIFICATIONS THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGES RE9ULTIN6 FROM 160 MPH WIND SPEED, EXP. G R15K CATEGORY II 4 5E15MI6 GATE60RIE5 AM. ENGL05ED, 0.15 INTERNAL PRE55URE GOEFF. ENGINEERED DE5611 NA5 COMPLETED PER THE 6TH EDITION 201-J FLORIDA RE5IDENTIAL 4 BUILDIN6 GODE5 (5ECTION5 R301.1.3 (RE5.) 4 1(90q (BUILDING)) 4 A5GE 1-10 STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: PI SHEATH ALL EXTERIOR HOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 05B FASTENED W/ 2Y2"XO.131' NAILS 0 6" O.G. ALON6 PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN6 PANELS SHALL BE ORIENTED VERTICALLY (LONG DIREGTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF 514EAR VIAL.L - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDOE5 4 E06E FA5TENIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTIN0005 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR NALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"xO.131" NAILS 0 Ib"o.c. USE (8) 51'2"x0.131" NAILS 0 FA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY55 A55UMES ALL INTERIOR SHEAR WALLS AND EXTERIOR NAf-!_5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPEN114 -3. 6. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR .5 CONSIDERED AS SHEAR 14111-5. 8. WHERE PANEL:'- ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SfiA! I. 13E OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGATE5 LOCATION AND EXTENT OF 5HEARl,1ALL NHIGH REQUIRES SHEATHING AND/ OR FA5TENIN6 5PEGIFIGATIONS BEYOND THAT OF STANDARD GON5TRUGTI ON SYMBOL SHEAR. PANEL 5PEG. 0 7/16" PLYWOOD OR OSB FASTENED W/ 2V2"x0.I31" NAILS ® 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 ASSEMBLY. HOLD-DOWN SCHEDULE 5YM130L SPECIFICATION 1-119-1 U5P IM45 HOLDONN* HO-2 U5P M5TG40 STRAP TIE (12" END LEN6TH) ® HO-3 LISP M5TGbb STRAP TIE (12" END LENGTH) HD-4 LISP 5TADI4 HOLDONN *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLP01^N UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONGRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM [DER MANUR RECOMMENDATIONS. PROVIDE W MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 %'" OF FACE ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • FOOTIN6 DE516N - 2,000 P5F ALLONABLE 501L BEARING PRE55URE 15 ASSUMED. BUILDER/GONTRAGTOR MUST VERIFY. • FASTEN 2x4/6 SILL PLATES TO FND WITH A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: • 1/2" PIA. ANGHOR BOLTS 0 4'-0" o.c. WITH 1" MIN. EMBEDMENT A GONG. • ALL ANCHOR BOLTS SHALL HAVE 3"x3"x022q" STEEL PLATE NA5HER5 UNLE-55 NOTED OTHERWI5E ON PLANS. • ALTERNATIVES: • 1/2" DIA. X 6" LONG POWER5 NED6E-BOLT+ ANCHORS A 4'-0" O.G. • 1/2" DIA. THREADED ROD (1" MIN. EMBED) 0 4'-0" O.G. UTILIZING HILTI HIT-HY-200 EPDXY SYSTEM • L15P FA4 ANCHOR STRAPS 0 4'-0" O.G. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT NU PERIMETER FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318 CHAPTER 14 FOR STRUCTURAL PLAIN CONCRETE. GONGRETE SHALL ATTAIN THE FOLLOWING MIN. COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: • f'c = 2,500 P51: ....... FOOTIN65 4 INTERIOR 51-AB5 ON 61RADE 2,500 psi: ....... 6ARA6E 4 EXTERIOR SLABS ON GRADE • fly = 60,000 psi • • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE. CONSULT SOILS REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VIRGIN SOIL. OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAG E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED A 10'-0" O.G. (REGOMMEN7_D,' OR I5-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO 50ARES A5 POSSIBLE (I:I RATIO), KITH A MAXIMUM OF 1:1.5 RATIO • A RE615TERED WOOD TREATMENT TERMITICIDE SHALL BE USED F( SUBTERRANEAN TERMITE PREVENTION, IN ACCORDANCE WITH THE LABEL DIRECTIONS FOR USE AND THE FBG. • DIMENSIONS BY OTHERS, BUILDER TO VERIFY. CYARAGE SLAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR61N 501L PORCH 5LAB 4" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIR6IN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB Wl bxb WIAAA NNF (OR FIBER MESH ILO MF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOHPAGTED FILL/VIR6114 501L FLOOR FRAMING • I-J015T5%IRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION GRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHFRN15E NOTED. I-JOI5T/TRU55 SHOP uW65. SHALL BE 5013MITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05LIRE I, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS N/ 6LUE AND YW.131" NAILS 0 b" O.G. AT PANEL ED(OE5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL KQQF TRUSSES PER NTGA 4 TPI'5 BG51 1-14 "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • FASTEN EACH ROOF MY 6 TO TOP PLATE VU U5P RT16A 11URRIGANE GLIP (OR APPROVED EQUAL) 0 At l BEARING POINTS. CLIPS MUST BE INSTALLED ON EXTERIOR FACE OF EXR RIOR NALL5 OR THE SAME 51DE AS THE SHEAR WALL SHEATHING. • ALL ROOF GIRDER TRUS`tE5 AND FLUSH BEAMS WITHIN THE ROOF 5Y5TEM SHALL BE FASTENED TO THE DOUBLE TOP PLATES AND P05T SUPPORT w/ U5P MTNIb GIRDER TIE -DOWNS OR APPR. EQUAL (TYP. U.N.O. ON PLANS) ' ROOF SHEATHING SHALL BE 1/6' MIN. 0513/PLYWOOD SHEATHING 2% EXP05URE 1. FASTEN SWATH % TO ROOF MEMBERS w/ R5R5-01(2-% x0.113" RING 514ANK) NAILS 0 V O.G. 0 PANEL EDGE5 4 0 b' O.G. IN FIELD. PROVIDE `H" STYLE GLIP5 ALONG UNwoRTED E06E5. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ R5R5-01 NAILS 0 3' O.G. ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU51_Y UNDER ALL OVERFRAMIN6. • TR155 ALL LARGE VALLEY SETS. FASTEN EACH END TO MF6 BELOW w/ U5P MM12 AND (2) 3'x0.131' TOENAIL5 TO EACH TRL65 BETMB. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FASTENED TO TW35 BELOW w/ U5P MM12 4 (2) 3"x0.131" TOENAIL5 EA. END (MAX. 4' LENGTH BETYEN 51"ORT POINTS) • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. ROOF TRU% SHOP OW-6. 5HALL BE 5UBMITTED TO ARCH 4 EN5. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 51ffORT PORCH 4 5HOR 1 SPAN ROOF TR Fff5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xal.31' NAILS 0 Ib' O.G. • THE EXTERIOR GEILIN65 FOR THE ENTRIES AND PORCHES SHALL HAVEY2" EXTERIOR 6YP5UM BOARD. THE 6YP5UM BOARD SHALL BE ATTACHED TO ALL FRAMIN6 MEMBERS WITH BLOCKING PROVIDED AT PERIMETER. THE 6YP5UM BOARD 514ALL BE ATTACHED KITH TYPE "W" !VW DRYWALL 5GREW5 0 6" O.G. IN FIELD AND E06E5. WindaN 4 Door Allowable Wind Pre55urc,5 160 MPH Wind Zone Exp G, R15k Gat 11, EnG,USed 0.10 Internal Pre55ure Goeff. OPENING SIZE INTERIOR ZONES END wON 5 5-0" X 6-8" DOOR AI +35.6 P5F/-38.8 P5F ®+35.6 P5F/-46.5 P5F 2'-0" X 3'-0" OWN BI +31.3 P5F/-40.5 P5F B2 +51.5 P5F/-4q.g8 P5F 3'-0" X 5'-0" WNDN @ +36.5 P5F/-3q.6 P5F G2 +565 P5F/-48.2 P5F DI D2 8'-0" X 1'-O" DOOR +33.2 P5F/-3b.3 P5F +33.2 P5F/-41.1 P5F EI E2 I6-0" X T-O" DOOR +31.1 P5F/-34.8 P5F +31.1 P51=/-38.6 P5F ® End Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a rl mean roof height of 25ft. Values are permitted to be converted pe A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. lAvlde allowable pressures by a factor of 0.6 to obtain ultimate pressures. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDING GORE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5-F (30 P5F 0 5LEEPING AREAS) DEAD = 10 P5F (I -JOISTS 4 50LID SAWN) (20 P5F 0 TILE) LATERAL (SEE NOTES,'• SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) 6ENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENT5 ARE NOTED IN STANDARD GONNEGTION5 TABLE (IRG TABLE %02.30)) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER RAIL5 SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING 6UN NAILS. • EXT. 4 INT. BR5 NALL5 SHALL BE 2x4 (UNLESS NOTED OTHERWI5E ON PLAN) 0 IV' O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. • NALL5 OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADER5 HAVE BEEN DE516NED BASED ON CALCULATED LOADS 4 SIZED ACGORDINGLY. CODE TABLES HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x STUD' GRADE MEH6ER5 SPACED 0 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING WALLS SHALL BE: (02x4/b FLAT 0 OPEHIN65 UP TO 4', (2)2x4/6 FLAT UP TO 5'. • ALL FRAMING LUMBER 5H:`'_L BE DRIED TO 15% MG (KD-f5). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 p5f • 'LVL' - Fb=2b00 psi; Fv=285 psi; E=2.Ox10"b psi • FOR 2 4 3 PLY BEAMS OF EQUAL NIDTH, FASTEN PLIES TOGETHER WITH 3 ROY45 OF 3"0.120" RAILS 0 8" O/G OR 2 RON5Y4"x3Y2" U5P HOOD 5GREN5 (OR *'2" TRiIJ55LOK 5GREN5) 0 1611 O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GT _W5 2" FROM ED6E. 50LID 3Y2° OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" U5P WOOD 5CREN5 (OR 6 %" TRU55LOK 5GREN5) 0 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRL65LOK 5GREVS). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • FOR STUD P05T 6ROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY5 w/(2)3"xO.131" NAILS 0 6" O.G. OR (20' 0.120" NAILS 0 4" O.G. (ALL PLY5, NULL HT. OF POST)' • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FND,/BEARIN6, BLOGKIN6 TO MATGH P05T ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITH P.A.F.'5 ('HILTI' X-GF PIN5 OR EQUAL) 0 16" O.G. STAGGERED, OR 1/2' DIA. BOLTS A 45" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE U51P C44 GAP 4 PA44E BASE, U.N.O. rx - ter. zon CONNECTION SPECIFICATIONS (TYP. U.N.O.) DE5GRIPTION OF BLD6. ELEMENT 3"0.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JOI5T/BLK6. NAILS 0 4" o.c. NAIL5 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS ~� 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTNN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS A 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP A CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 304.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOW :a ' TE OR 'a,�,.,i6N MAR 0 S 2019 © copyright : MULHERN & KULP Structural Engineering, Inc. CL z _J w �� W N _ z cv z w J a U � G Cr M JQ Liu J m E X >. .~ ao z Mw W . 44s y m "n W �w O" M OC a M&K project number: 1 '95-1 9004 projectmgr. JSB drawn by: PAT issue date: 03-08-1 9 REVISIONS: date: initial 03/08/1cl PAT "ii iir�,, LLJ 4 W L-Li O K� ti} K� I EL r� v ! LL.1 U CQ w Q �- O O� z 'Q (O oo < 0- W d. 0 LL rQ N O ' N7mLL ll 0 LL� om 0 rI� v 1 OL ) I`�- LL. sheet: S09OF 0 seal: G. NiR III l_ w Y , • I C �a INAI �ECI 8 2019, © copyright : MULHERN & KULP Structural Engineering, Inc �Z z Jw W z o �90CD 1z w a J 0 Q M ZQ z f- � J s UJ �� rn > _4C mE a a. J= �o N 1 O ICC1LgQ�j C y m LW �N M&K project number: 1 95-00000 projectmgr: ,JSB drawn by: JAI issue date: 04-27-1 8 REVISIONS: date: initial: 2JAI w rn w REVIEWED FOR w 0 CODE COMPLIANCE Q x ST. LUCIE COUNTY BOCC i %r^ _J L.L, a J W CY 0 o Q 0 o W �d d sheet: SO. I wF Wade Jurney Homes Product Approval/ NOA Index Sheet Updated:l2-18-2019 Product Approval Design Component Model/Series Impact Attachment method pproval # Date Pressures Resist. Roof TAMKO Bldg. Products, Inc'. Asphalt Shingles Roofing 3-Tab Glass Seal Elite FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in, per foot.) One fastener 1 in. back from each end and one 12 in. back from each end of the shingle for a total of 4 fasteners. For slopes from 4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the cave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope {less than 4:12) Covering Interwrap Underlayment's Roofing RhinoroofU20 FL15226.1 12/12/2017 N/A applications it is recommended to overlap 50°lo plus 1"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3J8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable}. Thermo-Tru Fiberglass Swing door Fiberglass 6-Panel FL15225.5 9J21%2018 67 -67 Yes Jamb, Head, and Threshold Fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not to exceed 6" Q.C. Doors Attach door bracket to jamb w/ 5/16" x 15/8'" lag screws not to exceed 24" O.C., Door Jamb to be minimum 2x6 structural grade Wayne Dalton Overhead Double Door Series 9100 FL9174.6 2/13/2018 39.2 -43.7 Yes lumber. Vinal or woad door stop nailed at maximun of 6" O.C. must overlap top and bath ends of panels min 7/16" tp meet negative pressures. Nail fin Hales to Use for Fasteners Standard: Every Other Hale Impact: Every Hale Distance From Window Corners 4" or nearest hole Ply Gem Windows Vinyl Fixed Window Series 1500 FL16104.1 12/27/2017 55 -55 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Windows/ Sliding Doors Ply Gem Windows Vinyl Single Hung Window Series 1500 FL16103.1 12/27/2017 50 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or Larger Pan Head Vinyl Integral Mull (Twin Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance From Window Corners 4" or nearest hole Ply Gem Windows &Triple) Window Series 1500 FL16100.2 10/17/2017 'S0 -50 No Bldg Framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Mastic Eclipse 4.5" Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails or staples should be placed Ply Gem Siding Mastic Vinyl Siding FL23885.1 12/12j2017 73.6 -73.6 Yes approx. 12" to 16"apart. Leave a min. of 1/4" clearance at all openings and stops to allow for normal expansion and contraction. Dutch Lap Panels should be averlapper=d approx, 1". Fasten panels approx. 8" or more from the overlap seam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten FL23885.1 12/12/2017 96.6 -96.6 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" die. Heads. 16" vertical nail spacing. 7" Vertical Vinyl Siding horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake FL23885.1 12/12/2017 49.4 -49,4 Yes Nails are galvanized steel roofing nails, 1-1/2" long, with 1/8'" diameter shanks, and 3/8" die. Heads. 18" {shake) vertical nail spacing. 8" horizontal nail spacing. 24 Gauge Galvanized 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o.c. Shutter Hurricane Storm Panel MFG INC. Storm Panel FL16293.1 11/2/2017 20 YesNails Steel r-2 Ply Gem Siding Mastic Vinyl Soffit Universal (Vinyl) FL23352.1 12/12/2017 132.8 N/A are galvanized steel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" die. Heas -Or -Staples with 1" long legs X 1 16" 16 GA Dia. in each nail hem. Soffit Aluminum Coils, Inc. Aluminum Soffit FL 12194.1 12/15/2017 80 -90 No 12" T-4 / 1fi" Q-4 Aluminum HT Soffit. Channel at the wall 3/4" x 1/4" crown staple in a diamond pattern at 24" O.C. Soffit side 3J4" x 1 4" crown staple at 8" O.C. Facia cap 1 3 4"' x 072 1 4" head trim Wait at 48" O.C. United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (lOd) Nails into Joist United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14) 0.162" x 3-1/2" Long (16d) Nails into Header; (6) 0.148" x 3" Long (10d) Nails into Joist Simpson Strong Tie Co Wood Connectors MSTA49 FL1085Z.8 12/13i2017 (26) 0.148" x Z-1/2" Long Nails United Steel Production Co Wood Connectors RT16A FL17236,11 2/13/2018 (9} 0.148" x 1-1/2" Long (lOd} Nails into truss/rafter; (8} 0.148" x 3" Lang (lOd) Nails into Plate Simpson Strong Tie Co Wood Connectors MT516 FL10456.8 12/19/2017 (14) O.i48" x 3" Long Nails or (14) 0.148" x 1-i/2" long Nails Simpson Strong Tie Co Wood Connectors MT512 FL10456.8 12/19/2017 (14) 0.148" x 3" Long Nails or (14j 0.148" x 1-1/2" Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to Framing with 10d Common or 16d x 2-1/2" Pnuematic Simpson Strong Tie Co Wood Connectors MSTC40 FL10$52.9 12/13/2017 (20} 0.148" x 3-1/4" Long Nails Minimum Simpson Strong Tie Co Wood Connectors MSTC66 FL10852.9 12J13/2017 (54) 0.148" x 3-1/4" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL17Z49.3 12/21/2017 (38} 0.148" x 3-1J4" Long Nails Structural Components United Steel Production Co Wood Connectors ADTT-TZ FL17324.1 12/21/2017 WS8-EXT woad screw or 3/8" HDG lag screw Simpson Strong Tie Co Wood Connectors A35 FL10446.1 12/13/2017 EE[E (12) 0.131" x 1-1/2" Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0.131" x 1-1/2" Long Nails into truss/rafter, {5) 0.131" x 2-1/2" Long Nails into Plate United Steel Production Co Wood Connectors RT7AT FL20$72.1 12/12/2017 (5) 0.131" x 1-1/2" Lang Nails into truss/rafter; (5) 0.131" x 1-1/2" long Nails into Plate United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5) 0.131" x 2-1/2" Long Nails into truss/rafter; (5) 0.131" x 2-1/2" Long Nails into Plate Simpson Strang Tie Co Wood Connectors LCE4 FL10446.9 12/13/2017 (14) 0.162"' x 3-1/2" Long Nails into Beam; (10) 0.162" x 3-1/2" Long Nails into Post United Stec{ Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12) 0.162" x 3-1/2" Long Nails into post United Steel Production Co Wood Connectors FA4 FL17249.1 12/21/2017 (3) 0.148" x 1-1/2" Long Nails into side of sill plate; (3) 0.148" x 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 FL17244.28 10/14/2019 Installed directly to Framing, (36} Min. 10d x 1-1/2" with 10d Common or 16d Sinker. United Steel Production Co Wood Connectors KST272 FL17244.14 10/14/2019 (64) Min. 0.162" x 3-i/2" Long Nails MONO ROOF TA HD 244"" O.G. O.G. =LOW ------- GI I AI GI GI (2)2x4 (2)2x4 OR (2)2 OR 5DI.0 x4 OR (2)2x4 OR -12" 05B HDR.- - . - -12" 05B HDR. - - _I2" 05B HDR.-12" 05B HDR. (5EE F/501.0) (5EE F/5DI.0) (5EE F/5DI.0) (5EE F/501.0) HD + BELOW 4 \ / r \ \ HIP GIRDER TRU55 / 1 \ / I \ / I \ / I / 1 � / I \ / \ I Y SDI.O I ROOF TRU55E5 0 24" O.G. I I I I I� GI I 1 I I I I I I I 1 I I I I I I I I I I r ROOF TRU55E5 0 24" O.G. �rL I I -- -- -- 5TRUGTURAL GABLE END kboF TRu% r\//F -- -- --- -�-- --- +sr DRAG TRU55 DE5I6NED �_ _ _ _ _ HIP GIRDER TRI65 - Al _ - / - FOR 250 PLF w/ U5P MPAI GLIP5 0 24" O.G. / (2)2x4 OR / \ (OR APPROVED. ALT) ✓ MONO ROOF I 12" 0513 HDR. / \ 1 / TRU55E5 0 I / 24" O.G. (5EE f /5D1.0) Y \ +R (2)2x4 OR (2)2x4 OR 21 \L� 12" 056 HI7R. 12" 05B HDR. 02. (5EE F/5DI.0) (5EE F/5DI.0) 1 > x X-/ D U U HD f 7� f HD HD-(2)2x12 GONT. FULL WIDTH OF PORTAL FRAME HD BELOW (2)2x10 DROPPED (2)2x10 DROPPED BELOW BELOW E2 BELOW A - - A - - - - - - (2)2x10 DROPPED FASTENED TO. ........ - - - - - - - WALL w/ U5P HD210-21F HANGER ! ! - d TO PERP. BM w/ 51MP50N 4x4 P.T. P05T W/ U5P HD0210-21F MONO ROOF G44 GAP 4 PA44E BASE PORTAL FRAME TRU55E5 0 (OR APPROVED /a== r"=rAH vane n9 1 24" O.G. (TYP. OF 2) ROOF FRAMIN6 PLAN 5GBLE: I/8"=1'-0" ELEVATION B CD r 1 I (2)2x10 DROPPED FA5TENED TO WALL w/ U5P HD210-21F HANGER S TO PERP. BM w/ 51MP50N HD0210-21F Window 4 Door Allowable Wind Pre55ure5 160 MPH Wind Zone Exp G Ri5k Gat II Enclosed 0.18 Internal Pre55ure Goeff. OPENING 51ZE INTERIOR ZONES END ZONES 3'-0" X b'-8" DOOR AI +35.6 Pw-38.8 P5F ®+35.6 P5F/-4b.5 P5F 2'-0" X 3'-0" WNDW BI +31.3 P5F/-40.5 P5F B2 +31.3 P5F/-49.98 P5F 3'-0" X 5'-0' WNDW @ +3b.5 P5F/-39.6 P5F G2 +36.5 P5F/-48.2 P5F 8'-0" X 1'-0" DOOR DI +33.2 P5F/-36.3 P5F D2 +332 P5F/-41.1 P5F I6-0" X 1'-0" DOOR EI +31.1 P5F/-34.8 P5F 0+31.1 P5F/-38.6 P5F End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here are allowable pressures w/ a max. mean roof height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. DIVide allowable pressures by a factor of 0.6 to obtain ultimate pressures. CONNECTION SPECIFICATIONS (TYP. U.N.0) GONNEGTON TYPE CONNECTOR UPLIFT GAP. FA5TENIN67 TRU55 TO DEIL TOP PLATE OR BM. U5P RTI6A 1160# (q) 2"X0.148" TO TRLi%, (8) 114'X0.148" TO PLATE GIRDER l?ai65 TO P05T U5P MTWI6 1005# (14) "X0.148" FLU51-1 B i TO P05T U5P MTWIb 100 14 "X0.148" VALLEY '! RU55 TO BASE TRU55 U5P MTW12 1005# (14) 2"X0.148" 5TIGK-BUILT OVERFRAMING U5P MTN12 1005# (14) V2X0.148" PORG BE TO P05T P 1000# b 2"X0.162" 5TUD TO .?OLE PLATE U5P RT7 495# 75 20X0.131' TOP OR A LE PLATE TO STUD U5P RT7 495# (5) 2'X0.151" REVIEWED FOR CODE C;OMPLIANCL ST. LUCIE COUNTY BOCC FILE COPY HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION HO-1 U5P HTT45 HOLDOWN* HO-2 U5P M5TG40 STRAP TIE (12" END LENGTH) 1-10-3 U5P M5TG66 51RAP TIE (12" END LENGTH) 1-10-4 U5P 5TAD14 HOLDOWN "ALTERNATIVE TO 5TBI6 ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P 5PEGIFIGATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. REGOMMENDATION5. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN 1 34" OF FACE ON GONGRETE FOUNDATION WALL EMEMMMMMMMMi LE6END • ® INTERIOR BEARING WALL • BEARING WALL ABOVE • - • • - BEAM / HEADER • �T:T T:'I EXTENT OF OVERFRAMING Lz�y��J • J L METAL HANGER • v - - INDIGATE5 5HEARWALL • �!* INDIGATE5 HOLDOWN REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES 4 If Pdo 7824 *= IF i1MAR ?`fnruut� 0 0 019 © copynght : MULHERN & KULP Structural Engineering, Inc. �z _J w w D z o co � z J � _ Q a `' = Q o o ♦ y c� d n cc: = oc LU to -+ CS m E Q W 41 N A� M M&K project number: 1 95-1 9004 project mgr: Jj B drawn by: PAT issue date: 03-08-1 9 REVISIONS: nitial: [date: 3108 111 PAT Ld .7 ACC W _-) 2 LU O K� a. J p r� a. Ld z b CD z a N IJC)aU OL 7, w m O a- LL, d"0IL� sheet: LEFT HAND S2.0BwF" 6TEN EVERY OTHER IV TO 51LL PLATE TH U5P RT7 (ONLY :QED IN 150 MPH WIND 'EEL) OR GREATER) - FA5TEN ROOF TRU55 TO — 5HT6. SPLICE TOP PLATE OF WALL w/ V5P' RTIbA CLIP (H61 GABLE END TR1155 PROVIDE GABLE BE INSTALLED ON SHEATHED WITH 058. END BRACING I Ye' 05B RIM EXTERIOR FACE OF PER TPV55 EXTERIOR WALLS) d MANUFACTURER PROVIDE 2x4 BLOCKING 0 J015T (3) 301 (MINJ 4b" O.G. IN FIRST (3) BAY5 TOENAIL5 OF ROOF TR155E5-GUT TO 5HT6. 5PLIGE— FASTEN BOTTOM GHORD OF — FIT TIGHT BETN✓�N TRUSS q5' MAX GABLE END TRL65 TO DBL. BOTTOM GHORD5 � MT' FASTEN EVERY OTHER TOP PLATE w/ USP MPAI 2x4 o Ib' O.G. EXT. STUD TO DEL. TOP GLIP5 0 36'I WALL 5PF OR SYP #2 PLATE WITH U5P RT7 FA5TEN DRYWALL TO GRADE LUMBER, OR (ONLY R OV IN 150 MPH 2x4 o Ib" O.G. EXT. WALL BLOCKING w/SCREWS BETTER, U.N.O.ON PLAN WIND SPEED OR GREATER) 5PF OR 5YP #2 5RADE /NAILS 0 6" O.G. — LUMBER, OR BETTER, U.N.O. ON PLAN I 5TRINGER U5P LE (ALL. AG, 51DE OF TYPICAL SHEAR TRANSFER DETAIL ® ROOF v 9Gii,G D/4'■I'-0' 2x4 o Ib' O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN FA5TEN WALL SHEATHING TO 51LL PLATE W/ 2 3/60 X 0.113' NAIL5 o 3" O.G., U.N.O. GRADE STUD TO 51LL PLATE WITH U5P R17 (ONLY REGIV IN 150 MPH WIND 5PEED OR (5REATER) -2x P.T. 51LL PLATE (5EE PLAN) I —I i Y2" VIA. A.B. w/ 3"x3'x022ef" 5TEEL PLATE WA5HER 0 4'-0' O.G. MAX., U.N.O. REINFORGEMENT -SEE DTL/FDI.O TYPICAL SHEAR TRANSFER DETAIL TYPICAL STAIR ELEVATION Wq" DAIII I'-0' TYPICAL SABLE END BRACING DETAIL W AI.6 IV4'■IW >ILS NS IN ?4 1 IlJ ILIV VVI VI 1V SLAB w/ (2) Y4"x%" TAPGONS 0 16" O.G. rn# STAIRWAY GON�TRUGTION AND HANDRAIL TO (,ONFORM TO THE 2011 FBG.i I D. SECTION R311.1: HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH 6ONTINUOU5 RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NO51N5, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LE55 THAN 54" AND NOT MORE THAN 38". HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN tY2" BETWEEN THE WALL AND THE HANDRAIL5. R302.1 UNDER -STAIR PROTECTION: ENCLOSED AGGE551BLE SPACE UNDER A 5TARIWAY SHALL BE PROTECTED WITH)/2" GYP. BOARD. 2x EXT. WALL (5EE PLAW — I Ye° FULL DEPTH 056 BLOGKING 0 24"1 ALONG WALL (I5T BAY ONLY) FA5TEN SHEATHING TO EA.. BLOCK w/ (b) #6 5GR 115 OR (5)8d NAILS. I-JO15T5 (5EE PLAN) (PARAI..LEL TO EXT. WALL) 2x EXT. WALL (5EE PLAW TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS o EXTERIOR WALL Ge" 1kWxI'•O' BATT OR BLOWN INSULATION PER ARCH FIBERGLA55 5HIN6LE5 OR TILE ROOF PER ARCH APA RATED STRUCTURAL 5HEATHIN6 -SEE NOTES NOTE: COORDINATE SOFFIT OVERHANGS WITH ARCH AND TRU55 MANUF. DRAWINGS PARALLS rRN" RUN 5HEATHIN6 CONTIM)OU5 AGRO55 FLOOR 4 FASTEN TO TOP/BOTTOM OF 05B RIM 4 WALL PLATE 5PLICE-5 w/ 2Wx0.113" NAIL5 0 3" O.G. - 5PLIGE 5HEATHIN6 HALFWAY ONTO SOLE PLATE ABOVE AND TOP PLATE BELOW (A5 SHOWN). - PROVIDE HORIZ. BLOGKIN6 o PANEL E06E5 (IF REQUIRED) PER 2011 FBG. bTH ED. R103.1.2.1 : 5OFFIT5 AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RESISTING WIND LOAD5 SPECIFIED IN TABLES R301.2(2) AND R301.2(3) FOR WALL5 U51NG AN EFFECTIVE WIND AREA OF 10 SQUARE FEET. \— GEILING BOARD -SEE ARCH ---- DRYWALL -SEE ARCH 2x4 o 16" O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN REFER TO 5DI.0 FOR MORE INFORMATION NOT SHOWN. WALL 5HEATHIN6 (NOMINIAL Y2 " THICK 056 OR EQUAL), -' HOUSE: WRAP, VAPOR N N BARRIER, VINYL N q SIDING (PER ELEV. PRANING5 4 PRODUCT APPROVAL SHEET) -SEE ARCH PLANS I-JO15T5 FOR COMPLETE INFO. (SEE PLAN) 2x4 o 160 O.G. EXT. WALL 5PF OR 5YP #2 GRADE _ LUMBER, OR BETTER, U.N.O. 1 ON PLAN SEE 6Y GAL TYP. SILL PLATE: FOR EN R ATION GS I ODUNDATO TIION DETAILS REQUIREMENTS PER q ARCH I / TYP. GONG. SLAB: FLASHING 4 REFER TO SILL SEALER FOUNDATION DETAILS PER ARGH (FDI.0) 4 PLAN 12" WIDE GONG. TRENCH FOOTING (2) #5 BAR GONT. LONGITUDINAL REINF. w/ 3" MIN. GOVER 4 MIN, 35" LAP 5PLIGE (TYP.) TYPICAL 2-STORY WALL SECTION SCALE: N.T.S. GONTIN10U5 05B RIP OVER FULL LENGTH OF HEADER FASTENED TO DEL. TOP PLATE, TRIMMER E STUDS W/ 2 VI NAILS o 3' O.G. CRIPPLE STUDS 2x4 o 160 O.G. EXT. WALL 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. ON PLAN 5HT6. 5PLIGE I Ye" 055 RIM J015T 5HT6. 5PLIGE I— I-JO15T5 5EE PLAN (PERP. TO EXT. WALL) FA5TEN TO WALL PLATE r+/ (3) 3"1 TOENAILS OR (3) 3"x0.120" TOENAIL5 2x4 o 16" O.G. EXT. WALL ill 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O ON PLAN TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS ® EXTERIOR WALL Ge" 0/4'■I'-w LOWER TRIMMER JOKE KING 5TUD5 SECTION VIEW STUDS FASTENED TO DEL. TOP PLATE AND SILL PLATE WITH (2) 3-1 END NAILS OR TOENAILS. CLIPS ONLY REQUIRED WHERE 5PE-CIF16ALLY NOTED (SEE PLAN SPECS) ALL EXTERIOR FNALL5 — SHALL BE SHEATHED WITH FULL PANELS IN VERT. OR HORIZ. ORIENTATION AS INDICATED WITH NAILING AS SPECIFIED ON TYPICAL NOTES AND PLANS (SEE PLAN SPECS) CONTIN)OU5 050 RIP—� OVER FUL LENGTH OF HEADER FASTENED TO VOL. TOP PLATE, TRIMMER t 5TUD5 12 Y6 x0.113" q� µI NAILS o 3' O.G. KING 5TUD JACK 5TUD m_-rrr.►.I� e:y.�m.r��.e-r+va� e�.y.`ell.n� MIN. (2)2X4 JACKS (SEE PLANS) -REFER TO 50.0 FOR TMI7 CAGTCAIIAIG //lAlAl 2xb 12 5PF' WOOD JAMB Y2" PIA. x 5" LAG REWS w/ 2" 61 EQUALLY AGED OVER FULL IGHT OF DOOR BUGK. SECTION VIEW TYPICAL GARAGE DOOR BUCK CONNECTION DTL L WAS I VVxl'-0" ELEVATION VIEW Ll 'VIAF l I i iIm, I i II III 1 ( i 1 11 I I II WINDOW CORNERS (PER DETAIL C4%TIN -5LY 51 PANEL VIA FORGE 86) ONLY REQUIRED WERE TRANSFEi AROUND OPENINGS (FTAO) SPECIFICALLY GALLED OUT ON METHODOLOGY - HOLD DOP*6 ARE ONLY PLAN (SEE PLAN SPECS) REQUIRED ER SPECIFICALLY NOTED ON RAN (E PSPECS) TYPICAL EXTERIOR WALL SHEA7HIN6 SCALE: 3/8"=1'-O" x STUD 5TRENGTH AXI5 (LONG DIRECTION OF 4x8 SHEET) TO RUN PARALLEL TO DEL. TOP PLATE CODE lL;i�L11AW0k ST. LUCIE COUNT BOCCE DOUTE BLE TOP FC®PY `PLAN 5PEG5) / 511EATHIN6 EDGE NAILING (SEE PLAN SPECS) SHEATHING FIELD NAILING (SEE PLAN SPECS) j—AT HORIZONTAL 5FiEATHIN6, PROVIDE 2x FLAT BLOCKING AT ALL UP UNSPORTED PANEL EDGES (SEE PLAN SPECS) AT STANDARD WALL OPENING, PROVIDE (1) KIN& STUD + (1) JACK 5TUD EACH 51DE (U.N.O. ON PLANS) SILL PLATE (SEE PLANS, NOTES E DETAILS FOR TYPICAL WALL ANCHORAGE ! CONNECTIONS) .o '7524 STATE OF .�[.,.. O,4t0 C*< A1 %%%% MAR 0 8 2019 © copyright: MULHERN & KULP Structural Engineering, Inc. 6i z z �W w LU M ;z N z $ CD a � a z s Z ¢u I— U d Q m� is >. ¢ - z M iW o�' � W c N G cn n M&K project number: 1 95-1 9004, projectmgr: JSg drawn by: PAT issue date: 03-08-1 9 REVISIONS: date: initial: 03/05/19 PAT 0- 2 T,i W U CO lJ z N 0 < L r-+-� JY z w LLGCL C� O M , 0 In CO0 LO rO LL sheet ,SD I e0mFI N t I PONY WALL MAX. HT.: - =1'-'I Y2' w/ U5P M5TG66 =2'-II• w/ U5P K5rn2 PONY WALL MAX. HT.: - =I' --I Y2 w/ U5P M5TGbb =2' 11' w/ U5P K5T212 (3) KING SILD'' — -51N6LE KING 51UD ONLY IF 4 FT (MIN) 50LID RETURN WALL PROVIDED IN PLAN 0 SHEATHING FI A5 REQ'D U5P STRAP 5PEG BA5ED ON 3'xlh MIN. HEADER. 5EE PLAN. %'4'x0.148' PONY WALL HEIGHT -MIN. (2) 2x4 - HEADER TO BE LOCATED AT NAILS IN (2) -M5TG6b 5TRAP w/ 33" END TOP OF OPENING LENGTH FOR I'-1 Y2' MAX HT. MIN. (2) 2x4 ROWS O 300G. or K5T72 5TRAP W36' END G FA5TEN % MIN. THIGKNE55 WOOD 5TRUGTURAL PANEL �yj -5TRAP GENTERED o BOTTOM SHEATHING TO HEADER WITH 2Y2 x0.131' OF HEADER NAILS IN 3' GRID PATTERN A5 514" AND 3' O.G. - LOGATE ON INSIDE PAGE OF IN ALL FRAMING (5TUD5 t 51LL5) TYP. WALL. IF PANEL 5PLIGE 15 NEEDED IT 5HALL OCCUR WITHIN 24' OF MID HEIGHT. BLOGKING 15 REWIRED. IF 2x BLOCKING 15 U50D IT MUST BE 5TITGH NAILED WITH ONE ROrN OF *4 x0.148' AT 3' O.G. 2'-0" < FINI5HED WIDTH < I6'-0" 7k' 05B ORY2' FLYW000 MINIMUM FROM C.ONTIN0005 FROM TOP TO BOTTOM OF WALL, OR I -ROM TOP OF WALL TO PERMITTED 5PLIGE u6P 5TA014 HOLDOM STRAP (EMBEDDED INTO GONGRETE AREA. AND NAILED INTO FRAMING) OR LISP H745 HO OOM IN5TA1 I ED PER MANUFAGTU2ER 5PEOFIGATION5. MIN. 3'X3'XY4 PLATE WA5HER ' /—ONE 5/e DIA. ANCHOR BOLT WITH 1- MIN. EMBEDMENT INTO GONG. Z i I OUT5IDE ELEVAT C R ONE #4 BAR TOP AND BOTTOM OF FOOTING. LAP BAR5 15' MIN. WALL FRAMING 5PEGIFIGATION: 02x4 WALL: L15E HF ►2 GRADE 5TUD5 (OR BETTER) 02xb WALL: 05E 5PF STUD' 6RADE 5TUD5 (OR BETTER) \--3'xIIV4 MIN. HEADER. 5EE PLAN. - HEADER TO BE LOCATED AT TOP OF OPENIN5 FA5TEN TOP PLATE TO HEADER WITH TWO ROWS OF 5V4 xO.148' NAIL5 O 3' O.G. USP 5TRAP 5PEG 13A5ED ON PONY WALL ' HEIGHT -M5TC66 STRAP W 55' END LENGTH FOR I'-7 )2 �.D MAX HT. cr K5772 5TRAP W 36' END LEN6TH FOR 2-11' MAX HT. -5TRAP CENTERED O BOTTOM OF HEADER LO ATE ON IN51DE FACE OF WALL. 2Y2 x0.131' KAII 9 DBL. JAGK 57W (MIND b' OC. IN Al L PANEL EDU 5 4"x0.148' AT BLOCK[% A5 REOV NOT PART � IF ❑ INAIO L. PORTAL FiZAhgE 5GALE: N.T.5. 5/p' DIA. ANCHOR BOLT WITH T' MIN. EMBEDMENT INTO CONC. AND 3'X3'XY4' PLATE WA5ER, TYP. 'L rM�a%TiiCda O PORTAL KkLL SEGMENT BOTH 511:)E5 OF 6ARA6E BOOR 160 MPH WIN® 5PE® (ULT) FASTEN ROOF 5HEATH TO DRAG TRU55 W Aee'xO.113" NAIL5 O 3' O.G. DRAG TRU55 (5EE PLAN FOR DE516N 5HEAR GAPAGITY) 2x INTERIOR- 5HEAR WALL - 5EE PLAN E 5PEGIFIGATION5 FASTEN BOTTOM CHORD OF DRAG MF% TO ML. TOP PLATE w/ U5P MPAI GLIP5 (5EE PLANS FOR 5PAGINS) NTERIOR DRA6 TRUSS DETAIL WAS !!/4'■I'-O' LETTERED DETAILS ARE TYPICAL FOR TH15 HOME � SHALL BE IMPLEMENTED IN ALL APPLIGABLE AREAS, THESE DETAILS ARE NOT "GUT" ON THE PLANS. RE', CODE COMPLIANCE ST. iLUCIE C®� BOCC FILE COPY NUMBERED DETAILS ARE PLAN SPEGIFIG AND ARE ONLY REQUIRED WHERE SPECIFICALLY INDICATED (`GU - ") ON THE PLANS. Npp�� 7824 " !F * •Cr' „STATE P w^ F,< OR MAR 0 8 2019 Q copyright: MULHERN & KULP Structural Engineering, Inc. CLCD z _J W � w o> �6 z i w w � Q o ¢ o A Clc = E cc F— h v m �Ca M rz iA ..J r W Y o 0 24 �a y W m n N M&K project number: 1 95- 1 9004 project mgr: J S B drawn by: PAT issue date: 03-08-1 9 REVISIONS: date: nitial 03/08/Iq PAT w Q sheet: W W 0 _ a.. J O W CO 0 ^^2 0 < Cg a. w Z 0) �- (Y J J Y J U00L a I U Z ,- w 0 M 0�1 0 IL S1D2.OmF 2x P.T. PLATE P02" VIA. x ?" LONG A.B. ® 4'-0" O.G. (U.N.0) W TYP. 5HT'G TO SILL 3"X3"X0.22q" STEEL PLATE WA5HER5. PLATE GONN.: PROVIDE MIN. (2) PER PLATE SEGMENT, FA5TEN WALL SHEATHING MIN. 12" FROM 5EC6MENT END5 TO 51LL PLATE W/ TYP. SLAB ON GRADE: 2 3/8" X 0.113" NAILS * 3 1/2" GONG. 5LA5 w/ bxb 3" O.G., U.N.O. WI.4xl.4 WWF (OR FIBER ME5H ILO NW) ON b MIL VAPOR i d ARRIER ON 4" MIN. GRADE GRANULAR FILL ON q5% u —I I 1 :7 7 GOMPAGTIED FILL/VIRGIN 501L I I —I III_ 12" WIDE GONG. cv S s I -I . , TRENCH FOOTING (2) #5 BAR GONT. I-0 LONGITUDINAL REINF. W 3" MIN. COVER i MIN. 38" LAP 5PLIGE TYPICAL SLAB ON GRADE (T�P.) J).FERIMETER FOOTIN6 SCALE: 5/5"=1'-0" 0-- GARAGE SLAB -5EE DTL I/FDI IA .•I4. up II da fd TYPICAL THICKENED SLAB ® INTERIOR 6ARA6E WALL SCALE: 3/5"=1'-0" m O N II HOUSE INTERIOR TYP.51H PLATE -5EE DTL I/FDI.O 5LA13 ON 6-WDE -5EE DTL I/FDI.O PLAIN GONG. THIGKENED SLAB (5EE PLAN FOR 51ZE) GENTER FTC. ON WALL ABOVE TYP. SILL PLATE -5EE DTL I/FDI.O TYP. GARAGE SLAB: 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILL/VIR6IN 501L <IIq GRADE MINI. 12" WIDE GONG. 7y S S -I TRENGH FOOTING REINFORCEMENT -5EE DTL/FDLO TYPICAL SLAB ON GRADE PERIMETER FOOTING ® 6A SCALE: B/5"=1'-O" I INTERIOR BEARING WALL&EAR WALL. SLAB ON GRADE 2x P.T. BOTTOM PLATE -5EE FND. PLAN P NS OR �FAl 36N 0.6. a .. d d ° °• ad'd —III=1 REINFORGBvIENT 12„W \—PLAIN GONG. -5EE DTL I/FDIA THIGKENED 5LA13 (5EE PLAN FOR 51ZE) TYPICAL THICKENED SLAB ,�.N ® INTERIOR BEARIN6 WALL SCALE: N.T.S. TYP. PORCH 5LA13: 4" GONG. 5LAB ON 4" MIN. _ GRANULAR FILL ON q5% COMPACTED FILL/VIR6IN 501L It LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN THI5 HOME $ 5HALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I E I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. •,' . ° A .. BUILDER TO PROVIDE 150LATION JOINT @ 7 FLOATING PORCH 5LA5 11- „ TYPICAL SLAB ON GRADE _PERIMETER FOOTING ®PORT TYPICAL SLAB ON GRADE PERIMETER FOOTING ® 6A SCALE: 3/5"=1'-0" TYP. SILL PLATE -5EE DTL I/FDI.O SLAB ON GRADE -5EE DTL I/FDI.O 12" WIDE GONG. TRENGH FOOTING REINFORCEMENT -5EE DTL I/FDI.O TYP. 51LL PLATE BEYOND -5EE DTL I/FDI.O GARAGE 5LA13 -5EE DTL I/FDI.O 12' WIDE GONG. TRENCH FOOTING REINFORGEMENT -5EE DTL I/FDI.O GUT EVERY OTHER I" DEEP 5AW GUT GONTROL JOINT WIRE OF W.W.F. ® WITHIN 24 HOUR5 OF POUR GONTROL JOINT MID -WAY INTO 5LAB -LOGATE JOINTS ® 5LA13 15' MAX GORNER5 4 OTHER AREAS WHERE BETWEEN CRAGK5 ARE LIKELY TO OGUR G SAWGM SLAB ON GRADE -5EE FIND. PLAN A I I I I lWr%w WWII I r%l %R/IIN I SCALE: 5/5"=1'-0" LOCATE 0 10' TO I5o.c. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP I No 782 �r ATE /O N MAR 0 8 2019 Q copyright : MULHERN & KULP Structural Engineering, Inc. ac' z_x J W W N z C.7 z �w a J � Q z Z= 1— c� v Qa rz _fill a� =p 2 y m C N cwW m n M&K project number: 1 95- 1 9004 projectmgr: JSB drawn by: PAT issuedate: 03-08- 19 REVISIONS: date: initial: 03/08Aq PAT REVIEWED FOR >- COOL CC,NI/Pp1�IANCC/E w F30CC X W nW 0 FILE co ROOF TRUSSES n -5EE 1/50I.0 VINYL SOFFIT (AS G OSE14 BY _ ] U EIIILDEW SHALL MEET R103.1.1 ..,� w 0 U5P G44 GAP (INSTALLED PER n ,- MANUFACTURER REQUIREMENTS) I —I 4x4 PRE56LRE TREATED WOOD O POST w/FIN15HE5 PER W ARGH/BVILDER ^ U5P PA44E BASE (INSTALLED PER u MAR FAGTURER REQUIREMENT5) Z Ui PER PLAN TYP. PORCH SLAB O -5EE 3/P(.0 O Q DIA GRADE G] 2!d ' II III —III I lI 11=1 III ITI I - COMPACTED a N LL BAGKFILL N 0 U- 12'xl2' 150LATED GONG. U O 0 Lr i PIER FOOTING UNDER P05T [ X U -PER PLAN 0 m W TYPICAL PORCH COLUMN B CONNECTION DETAIL O 0 o SCALE: NONE SLAB ON GRADE sheet: FD I.OF