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HomeMy WebLinkAboutPLANSMetal Per Mft Spec's over 30# Felt base sheet over 5/8" CDX, See Structural 2 x 4 w/ Al. Fascia & drip Cont. Vented Soffit Attached Per - Manufacturer's spec's Stucco Re -bar in concrete filled cells See structural drawings 12 E-58 Insulation 6 Engineered nnnn Trusses UUU,UU , Trus Simpson Anchors Bea block Per Structural Con�rete lintel Per 1 /2" Drywall _I I d. ao 00 �7 N Drywall over 3/4" pt furring Fi-foil Insulation-R-4.1 co See Foundation Plan 1 AO Typical Wall Section 22'-4" ` '\r II 3068 ) — — — — — — I— — — — — — — — — — — — — — — — — — — — — — — — 71 I ---------------------- _ \ \ PORCH / I o ' I 1414" \ \ 15'4" / 14'-4" F ------1 -0 \ / -0 ------ I \ 3050 3050 \ I \ / / 3050 3050 I \ / PORCH io ` 13'-0" �\ I I5'-B' x T-I' A I -All I \ILI ` \`\ 4 � ,j LfiUr DRY \ n \off 14" x `10' I \ - I ` I \ \ EP \\ F_--1 WH I '\ 2 POx22 I I ` \ 8 P TIC \ WCCESSI \ I Pc I I G9RAGE /� — — — — — 2r-lo' x 20-I0• / 191H in ath ru / o N I I / - - - - ---- -- --- I / 22'-0' I I// I A 16070 I// 3`0"— — — — — — — -- i o I I I Bldg 5q Ft: Living -179P 5F Garage -593 5F Rear Porch - E67 5F Front Porch - 2915F 22'-4" \ �Df LL \ / N \ 6 B \ \ D \ \ -Y \ r \1D / ® o \ V I Ceiling \ / -- a3a � / I y� you BATH / m 268 \ / (LkL t IvA c / `4 BEDROOM / 2' o" 2, / a m N 14�4 F sosa co / / / / / / / 13'-0" MM5TER BDRM /j aZ I2'-10' x 20'-8• 2868 BATH 9'9'x5'Ir 73'-0" 7o i I m \ BEDROOM \ 19'-2' x 10'-9' \�D TL 4�-4 1 3050/ 3050 4'-0" / \ 1 3050 \3050 I 4'-0" a / PORCH / \ / \ o \ \ / 52'-9' x T-O' / \ LO `\I B / / \ - - — -- - — — ------ ---- - - -- _ — — — — — — — — — — — — — — — — — — — - — — — — 1 — — — — -- - — — — — — — — — — — — — — - -18'-1 " Q 7'-10" 18'-1 " .. . mm"I Floor Plan 1/1I' = I'- o" i� I CANNEv X .T� Y / V M LL V � = L CL AN W 0 X Y 0 0 �L m > O 0 dam' Revised Date 04/24' 19 L U _ � w � C °- _m0 o LL O, u� ' Cn �RJ Q- c0 nntU 1. _L j 0c) Ln C) _(0 I 0 0 AMP Project Sheet �1 FND_ IRC I nT A RECEIVED !! AUG 21 1010 Permitting Department St. Lump Enunty O O N i to Il, II M N \ W 4 0 a U I M TItAILER LOT 7 I OCCUPIED w 'ILn �. w (Q t0 m IJN�M �J p O to <00 = y 0 Z J SEPTIC TANK Z UFQ Qa' U_ V 00 ON W + 3 CL 58.72'IJIZ� I M0 OO \d, Ld in M 7 DRI�EBARN M 58.72' 493.42' _t Zd� ZJUZ) ULJ h Z Z F N SYMBOLS: = GUY WIRE ANCHOR = CABLE TELEVISION BOX C3 = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑T = TELEPHONE BOX v = SIGN = SANITARY MANHOLE = STORM MANHOLE 5 = NUMBER OF PARKING SPACES C? = FIRE HYDRANT f = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX I = IRRIGATION VALVE = GAS VALVE = SEWER VALVE o>a = WATER VALVE QW = WELL ❑W = WATER METER '& = WOOD POWER POLE CAP P/8" IRON ROD WITH PLASTIC SM# ABBREVIATIONS: CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE FND = FOUND FP&L = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY NSLRWMD = NORTH ST. LUCIE RIVER WATER MANAGMENT DISTRICT PL = PROPERTY LINE R/W = RIGHT—OF—WAY St. ucie Co. FL Date d-� Init. Approved LEGAL DESCRIPTION: LOT 7 OF ORANGE AVENUE AG PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 33, PAGE 11, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING: 506,398 SQUARE FEET OR 11.625 ACRES, MORE OR LESS. ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 DATE: REVISIONS: BY: LB#7280 Fax: (772) 340-2250 Y AS DEFINED IN CHAPTER 5J-17.050(10)(a—k), FLORIDA ADMINISTRATIVE I.VUt. SURVEY BASED ON THE PLAT OF ORANGE AVENUE AG PARK, ACCORDING TJ THE PLAT THEREOF AS RECORDED IN PLAT BOOK 33, PAGE 11, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N89'36'45"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b) (ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC' 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES !S PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE 17LORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: LISA M. LEATHERWOOD DAVE GOLDEN HOMES, INC. 15. @ COPYRIGHT 2019 BY ALEXANDER J. PIAllA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAllA PSM, INC. DATE OF FIELD SURVEY: 8-20-19 DATE OF SURVEY: 8-20-19 ~ ALEXANBE ;J. PI PZ.ZA PROFESSIONAL $SURVEYOR AND MAPPER FLORIDA GERTIFICATE No2R6330 FORMBOARD SURVEY TROWBRIDE ROAD AS PREPARED FOR DAVE GOLDEN HOMES, INC. 0AU K:\BUILDERS\DWG2019\19-4582.lJWG€faFwk%V'"' a REF K:� FLD CJM / AJP FB. PG. fta-v JOB 19-4582 OFF RP DATE 8-20-19 CKD AJp I SHEET , OF , IDING D-883 1:44:40 PM FND IRC_ i nr a K M. MIN. SEIBACK REQ. FRONT SIDES CNR SI ES J7 REAR ZNG. TECH. SYMBOLS: = GUY WIRE ANCHOR = CABLE TELEVISION BOX O = CATCH BASIN ® = CATCH BASIN INLET ® = CLEANOUT © = ELECTRIC BOX ❑r = TELEPHONE BOX v = SIGN = SANITARY MANHOLE = STORM MANHOLE e = NUMBER OF PARKING SPACES t7 = FIRE HYDRANT = LIGHT POLE ❑ = CONCRETE POWER POLE ® = BACKFLOW PREVENTOR ® = MAIL BOX = IRRIGATION VALVE = GAS VALVE = SEWER VALVE = WATER VALVE QW = WELL ❑W = WATER METER '& = WOOD POWER POLE O = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 RECEIVED JUN 2 4 2019 ST. Lucie County, Permitting ABBREVIATIONS: CBS = CONCRETE BLOCK STRUCTURE CONC = CONCRETE CLF = CHAIN LINK FENCE FND = FOUND FP&L = FLORIDA POWER & LIGHT IP = IRON PIPE INV = INVERT IR = IRON ROD IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY NSLRWMD = NORTH ST. LUCIE RIVER WATER MANAGMENT DISTRICT PL = PROPERTY LINE R/W = RIGHT—OF—WAY LEGAL DESCRIPTION: LOT 7 OF ORANGE AVENUE AG PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 33, PAGE 11, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING: 506,398 SQUARE FEET OR 11.625 ACRES, MORE OR LESS. i7 3 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56-5F- /95iL33 & Well # 5't'O Date: 6/F9/Zol9 Reviewer w 00 M z z o: f/1 to M a_ x to 0 0 0 N to irll�:) IJ A bUUNUANT auKVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE ODE. SURVEY BASED ON THE PLAT OF ORANGE AVENUE AG PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED N PLAT BOOK 33, PAGE 11, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N89'36'45"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO155 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. S. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A SINGLE FAMILY DETACHED RESIDENCE: AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b) (ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. ALL SURVEY MEASUREMENTS ARE IN FEET. 10. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. THE BEARINGS SHOWN HEREON ARE RELATIVE TO THE STATE PLANE COORDINATE SYSTEM OF THE NORTH AMERICAN DATUM OF 1983 (2007 ADJUSTMENT) AND THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. rHIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. CERTIFIED TO: DAVE GOLDEN HOMES, INC. 15.( COPYRIGHT 2019 BY ALEXANDER J. PIAZZA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: 5-01-19 DATE OF SURVEY: 5-01-19 ALEXANDER J. PIAZZA PSM, INC. ALEXANDEIR€J. PIAZZA PROFESF i£`1"1AL SURVEYOR �M MAPPER FLORID& CWRT I F I Ck TE Nd P_6330 ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street ® Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LBf7280 Fax: (772) 340-2250 BOUNDARY SURVEY TROWBRIDE ROAD AS PREPARED FOR DAVE GOLDEN HOMES, INC. 'Au K: \BUILDERS\DWG2019\19-4582. fJftrrPatlalTA ° REF K: \ FLD CJM / AJP FB. PG. JOB 19-4582 - OFF CJM DATE 5-01-19 DATE: REVISIONS: BY: ICKD AJP ISHEEF 1 OF 1 I DWG D—XXX I DOWEL TO BE TIED INTO WgLL VERTICAL BAR 1 48 BAR DIA. 4" CONCRETE SLAB LAP SPLICING - TYP. 8" CONIC, BLOCK p6XF(BlE�10 E W.W.M. N EQUAL STRENGTH ASSUMED 13RADEI CUT BACK ® 45' ANGLE 6 MIL VAPOR BARRIER 2) ##5 REBARS CLEAN, COMPACTED ( OONTINUOUS TERMITE TREATED TYPICAL EXTERIOR nMASONRY WALL Fl SCALE: 1/2"=1'-O" WALL BEYOND 4" CONCRETE SLAB EXTEND SLAB X6,10 10 W.W.M. 1 1/2" ®DOORS. OR FIBE MESH OF w uj EQUAL STRENGTH w CU CUT BACK @ 45' ANGLE \ @ 45 TAN GLE r \ \ 6 MIL ARRIEER \ pp" CLEAN, COMPACTED (2) #5 REBARS TERMITE TREATED CONTINUOUS LL TYPICAL EXTERIOR WALL AT EXTERIOR DOOR F 2 SCALE: 1/2"=1'-0" 1-1=.� 4" CONCRETE SLAB 8" CONCRETE BLOCK 6XI510/10 W.W.M. OR FIBE♦2 MESH OF w EQUAL STRENGTH > F0'-o FIN. FUR. ASSUMED GRADE VREBAR VERTICAL N OWEL TO FOOTING. t a SEE FOUNDATION ` I j\\\ CUT BACK SHEETS FOR J / @ 45' ANGLE PLACEMENT. 6 MIL VAPOR BARRIER 20" ,CLEAN, COMPACTED (2) #5 REBARS TERMITE TREATED CONTINUOUS FILL nTYPICAL GARAGE WALL F3 SCALE: 1/2"=1'-O" TYPICAL 4" CONCRETE SLg6 WITH 6x6, TT 10 10 W.W.M. dISLOPE 2" - 6 MIL VAPOR y /� BARRIER TERMIJTECTOREA ED D /r C2NTIN0REBARS FILL TYPICAL STEP DOWN. AT GARAGE. �F4 SCALE: 1/2"=1'-O" " CONCRETE SLOPE TO DRAIN 6 MIL VAPOR \n n\ BARRIER CLEAN COMPACTED ((2)) #g5 RE[ TERMITE TREATED C6NTINUOL FI LL TYPICAL STEP DOWN AT SHOWER 5 SCALE: 1/2"=1'-O" 4" CONCRETE SLAB WALL BEYOND XIS &10 W.W.M. JOINT 1'-2" OR FIBER MESH OF EQUAL STRENGTH 1/2" EXPANSION CUT BACK @ 45' ANGLE 6 MIL ARRIER 20" CLEAN, COMPACTED (2) #5 REBARS TERMITE TREATED FILL CONTINUOUS TYPICAL GARAGE RECESS F V SCALE: 1/2"=1'-0" NO. 1 DATE co F1 I ----- 19'-4" CONCRETE NOTES F1 q F1 00 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING _. 6.61-4" _- - CONCRETE. -- 14�-4" -- 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 2'2'-4a 14'-4" 1641 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 , - 4'_0" BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 5'-8" 4�-�° -� 7 -$ 7 -$ 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND OO 0 O �00 �0� SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. a C UNLESS NOTED OTHERWISE. w _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS o - --- r---------------------� 0 � ONE INCH. o I I �' , S. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL (O SEAMS AND CUT-OUTS. t` F3 F1 I� 6 ALL WIRE MESH TONG SHALL CONFORM CONFORM TO ASTM q0 SSTM A615 FOR GRADE 60 STEEL/WELDED 0 F2 6.1. PROVIDE CHAIRS & BOLSTERS 00 00 EO 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO ❑❑ ❑ 4' ICI -- M EXTERIOR ELEMENTS) . . 1 6.2. ENSURE MESH (IS USED) IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP �---------------� i ------ -- - -�- -- � II II - - _I II ��, I LJOINTS ATB"&TIE. 7. WELDED WIRE FABRIC (IF USED) SHALL BE IN ACCORDANCE WITH ASTM A185 AND 4" LAUNDRY SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY SINK 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: ❑ CAST AGAINST Hl EXPOSED TOS XTERIOR ELEMENTS: 1" I I F4 FORMED SURFACES: 1" 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO - -_--_ _-- J II I THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR 0 CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY 0 L- �o THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. ---------------------- - 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR 3 12'-4" , LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, JI ETC. PRIOR TO PLACING CONCRETE. DBL, SINK F1 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 0'� Q"I 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE - - AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 0 j FIN. FL II. ❑ - 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO 1 00 ENSURE STRENGTH REQUIREMENTS ARE MET. ( --1 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH SO" ACI HOOKS, 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS 1s. soils SHALL BE TREATED. F4 6, 10 10 WELDED WIRE FABRIC OR VAN. VAN. 0 WITH 6 / L� �I CONCRETE MASONRY NOTES FIBERMESH ON 6 MIL. POLYETHELENE VAPOR BARRIER OVER CLEAN FILL TREATED AGAINST 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR TERMITE INFESTATION, COMPACTED TO 95% LOAD BEARING CONCRETE MASONRY. 22'-0' PROCTOR DENSITY PER AASHTO T-180 AND 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. CONTRACTOR SHALL VERIFY THE EXISTING SITE IS \ \\ 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR CAPABLE OF SUPPORTING A MONOLITHIC SLAB I 1 03. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE j VAN. GENERATING A MINIMUM OF 2,000 P.S.F. BEARING SHOWER) REINFORCING IN EVERY OTHER COURSE (16" o.c.) o TUB 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. PRESSURE 1 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS TUB 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI I F5 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY ❑P �'I - STRUCTURES AND ACI 530-05/ASCE 7-OS/TMS 402-05, BUILDING CODE - REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS I t SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF L_-_---------------------J 2000 PSI ON THE NET AREA. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL �D 00 �� ❑' 0 REINFORCING BARS WHERE SHOWN ON PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON 31-O„ F6 -- EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION. Q - II. 0 0 TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A Cp ll 4'� 0 MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE Window Opening -------__ 0 ______ ___ _________ ___-J---------------- ----- SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE&REMOVE MORTAR DROPPINGS 0[Ad _ FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL � I REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS L�0� -� � 0 � CV �� - O O O OOO N SHOWN ON PLANS) &TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO F2 a PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. F1 F1 TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE Fn _ - ------------------------------J WALL, 2"FROM THE EXPOSED FACE OF THE BLOCK. L- ------ -- - , u ------ 9-0 9,_O„ � 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @THE -------- --------- - ------ ------------------------------ TOP OF ALL WALLS AND AT JOIST BEARING. ----- -- B.I. DOUBLE "U" BLOCK BOND BEAM TO HAVE. A MINIMUM OF (1) #5 BAR PER COURSE (UNLESS OTHERWISE NOTED). F1 8.2. U-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR 32" MIN. LAP. ,-On 4,_O„ 4'-0' --- '-O' 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM 18 1" MASONRY. 22'-4" 7 -1 O 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS VERTICAL POUR. 44'-0" __. - 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 66'-4" - -- 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES 1. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. DESCRIPTION T� ��y -Title to aLL documents which bear the NOT VALID WITHW�L 'h _JE?11 GNATURE AND THE 1 � �� JlV . SMITH, � ]E, INC. ][�� ��'�[ � � Q Q � YT 1 �� � � � co In of ToddSN. mith, Smith, these vested ORIGINAL IN �S' f��.• �F •' I �.PRIDA LICENSED 11 9+ S 111 Dl EJ so l n Todd N. provided PE. these ` � C•EN documents are provided to the owner ENGINEER `S solely connection with this protect. No 082 - Any other use or reuse of these 1717 I N D I A N RIVER BLVD. S TE 302 �T p � sate, or any reproduction, otion, disp ay, = 1 VERO BEACH FL. 32960 FO U D ATl0 N PLAN & NOTES TE S sale, it other ut disposition of these documents by anyone Is expressly prohibited without consent of Todd N. , JUN 1 2 2019 l Smith, P.E. pursuant to the FederaL (V�` Ph. (772) 559-3699 903 THROWBRIDGE RD. , FT. PIERCE, FL. 34951 CopyrlghtLaw' , �, . m 2019, TODD N. SMITH, P.E. TODD N./13P�f`?UG`#42082 DRAWN LID DESIGNED LD CHECKED TN S DATE APR. 2019 SCALE 1 /4"=1'-O" SHEET 1 DESIGN PARAMETERS FOR WIND LOAD �KO]'uIll TTAHM ■ NO. I DATE M ' roi -39.4 3068 +33.9 -37.1 PORCH 18'-1" x 7'-4" 66'-4" b �1 co 22'-4„ 14'-4" 164" -41.1 -41.1 3050 3050 BB o +36.2 PORCH +36.2 $ ro ABC 13'-0" � -4z3 15-3" x 7'-1" -4z3 N +36.2 ]L_ �l L_�_J� I? LAUNDRY 11'-11" x 6' 10" :+1 12'-0" EP GARAGE 21'-10 x 20'-10" 22'-0" 16070 +32.3 O N AREA INFORMATION LIVING AREA U/A 1,742 sq.ft. FRONT PORCH 241 sq.ft. REAR PORCH 267 sq.ft. GARAGE 543 sq.ft. TOTAL 2,793 sq.ft. ;ONDITIONED VOLUME 16,375 sq.ft 22'-4" 7 rl !M © 00 WALL WIND DESIGN ZONES SCALE: NTS DESCRIPTION 4'-10" WH Woe DITfA A / H 2300A Pc ASH in attic 0 m N 9'-3" co 2068 V-8" BATH 12'-11" x 5-0" -1 T-0 1116" D �\ l" 268a 1( o31-8- 2es d ifl BEDROOM 14'-2" x 10'-4 r - 14'-4" 6068 +339 -37.1 14'-4" +37.9 +37.9 =1 4'-0" 3050 3050 IIII EGRESS (9 MASTER BDRM r 12'-10" x 20'-8" 13'-0° -� M � (0 , �COO 2868 BATH 4'-4" x 5'-11" I T-O" - 5'-1 " CID BEDROOM 0 14'-2" x 10'-4" T 14'-4" ry0 m EGRESS EGRESS 3050 3050 3050 3050 I,_p,� +36.2 +37.9 ,- - „ +37.9 -Da-41.1 4 pn P O R H 4 -p -41.1 -47.3 42'-9" x 7'-0 1------------------------------- - - --------------------- -- �-----------------L 9'-0" 9'-0 5/8" 18'-1" 7'-10" - 44'-0" - -- - - - - 66'-4" COMPONENT CLADDING NOMINAL PRESSURES ASCE ((& 1.21) ROOF SLOPES70 TO 27 DEGREES (HEIGF(T(<D5,)FACTOR EFFECTIVE AREA (SQ. FT.) ZONE 0<10 11 <20 21 <50 1 51 <100 1 +21.8 -34.7 +19.9 -33.7 +17.4 -32.4 +15.4 -31.5 0 2 +21.8 -60.4 +19.9 -55.5 +17.4 -49.1 +15.4 -44.3 3 +21.8 -89.2 +19.9 -83.4 +17.4 -75.8 +15.4 -70.0 2 -70.7 -70.7 -70.7 -70.7 z _ 3 -118.8 -107.1 -91.9 -80.3 4 +37.9 -41.1 +36.2 -39.4 +33.9 -37.1 +32.3 -35.5 3 5 +37.9 -50.7 +36.2 -47.3 +33.9 -42.8 +32.3 -39.4 END ZONE 5 IS WITHIN A DISTANCE OF 3' FROM BUILDING/ROOF CORNERS = (a) TODD N. SMITH, PE, INC. 1717 INDIAN RIVER BLVD. STE 302 VERO BEACH, FL. 32960 Ph. (772) 559-3699 CO -47.3 5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS 1. BUILDING CATEGORY II APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA 2. FLORIDA BUILDING CODE 6TH EDITION (2017) REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE 3. BUILDING DESIGN IS ENCLOSED ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY 4. MEAN ROOF HEIGHT IS 15' CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID 5. ROOF PITCH 5/12 DEGREES CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 DRAWINGS. 7. WIDTH OF END ZONE A = 3' 6. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED 8. WIND SPEED IS 170 MPH 3 SECOND GUST TERMITICIDES. 9. WIND EXPOSURE CLASSIFICATION: C 7. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. 10. COMPONENT &CLADDING WIND PRESSURES: 8. HEATING IS REQUIRED FOR THIS STRUCTURE. (SEE CHART ON LEFT ON THIS PAGE) 9. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. 11. LOADS: WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH FLOOR 40 PSF OR GREATER. MAXIMUM SILL HEIGHT IS 44"FROM FINISH FLOOR. ROOF/DEAD 17 PSF 10. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 11. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH ROOF/LIVE 20 PSF BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS WALL 61 PSF SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. TIMBER NOTES 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA 13. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF THAN 0.12 WATT PER SQUARE CENTIMETER. ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED 14. AVAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF ON THE 6TH EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION VAPOR RETARDER MUST BE USED. SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE 15. ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY STORED IN ACCORDANCE WITH TPI-95. SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO DECAY SHALL BE REQUIRED PER FBC R-319.1. PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM 16. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS 17. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE WHERE REQUIRED HURRICANE STRAP WILL BEND OVERTOP CHORD. FROM THE STREET OR ROAD FRONTING THE PROPERTY. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 18. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. OPENING. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND 19. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. 20. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL 21. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD PER DETAILS AND CONNECTIONS SPECIFIED. BETWEEN TWO TRUSSES FOR ACCESS. 22. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE 1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL DESIGN CRITERIA. BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C 23. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE EQUIPMENT, ETC.) STUD GRADE LUMBER SPACED AT 16" O.C.. 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 24, ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO .6TH EDITION FBC R301.5. TRUSSES SUPPORTING MECHANICAL ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE LOCATED ANYWHERE ON THE TOP CHORD. WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA 1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST GYPSUM BOARD SHALL CONFORM TO ASTM C557. SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI 1.8. ALL ROOF TRUSSES AND RAFTERS SHALT_. BE ANCHORED WITH A A108.1, A106.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" COX (32/16 SPAN RATING) AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB ROOF FRAMING WITH 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE SPACE NAILS AT 4" O.C. AT BLOCKING. UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. 3. WALL SHEATHING TO BE 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, & NAILED WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 6" D.C. IN THE ROOFING NOTES FIELD. 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE S.P.F. 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE MIN. PLANS. WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER S. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. - 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. 12 8. ALL SIMPSON CONNECTORS TO BE INSTALLED AS PER MANUFACTURER 6 SPECIFICATIONS. WINDOWS & DOORS NOTES ALUMINUM FASCIA ON 2X4 ON 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED 1X8SUB-FASCIA AS IA N HARDI-FASCIA AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN SINGLE SIN SC 2X6 SUB -FASCIA THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE 13-1/2' _ __ - _ PROTECTION PER SECTION R301.2.1.2 OF THE 2017 FBC RESIDENTIAL. 16' PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN _ HARDIBOARD SOLID SOFFITS _ _ PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. INSTALLED PER MANUFACTURERS 3. ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED SPECIFCATIONS BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. SOFFIT DETAIL FOR ZONE 4 & 5 GENERAL NOTES SCALE:3/4" = I' 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF 2"x4" PRE-ENGINEERED THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS WOOD TRUSSES ON 24" ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER CENTERS IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE SIXTH EDITION OF THE (2017) FLORIDA BUILDING CODE, ACI318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 1"x3" FURRING @ SPACING 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ":' ATTACHED TO TRUSSES W/ (2) 8d ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF NAILS (ADD BLOCKING 2' O.C. AS THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE NEEDED) LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A 1"x3" @ 15" O.C. FOR ZONE "4" BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL HARDIBOARD SOLID SOFFITS 1"0" @ 12" O.C. FOR ZONE "5" RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. INSTALLED PER MANUFACTURERS CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY SPECIFCATIONS FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY PORCH CEILING DETAIL TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SCALE: 3/4" = 1' SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. NOT VALID WIj "WOOD O D R E s I D E N ^, E •Title to all documents which bear the \ C RESIDENCE copyright of Todd N. Smith, P.E. Is vested ORIGINAL INKS � solely N Todd N. Smith, PE. these �� documents are provided to the owner ENGINEER , solely in connection with this project. Any other use or reuse these documents or any reproduction, display, sale, or other disposition of these - documents by anyone is exx pressly DIMENSION PLAN & NOTES grohibited without consent of Todd N. Smith, PE. pursuant to the Federal �--jT n 'pp-��, R TN TN �' fl/`1� ��QI-�-II, T�� T� �)�-I I ��1�I j��� u/�1 �- I, ��I 1 T Copyright Law.' �• 9 o 8 T� 1 R 0 W �� r .L Ai JL JV �tl E JL @� 1J e, 1 T e P I E JL P, C E, 1 L. 3 4 9 5� ©2019, TODD N. SMITH, PE. C�JP ,�(-Jl TODD N. OVG Ilki,�SIGNATURE AND THE ft/4,,%FE _ORIDA LICENSED \.\GENSd` 4o. 420 JUN 1 2 2019 4.my0 M ! ,tO \ #42082 DRAWN LD DESIGNED LID _ CHECKED TN S DATE APR. 2019 SCALE 1/ 4n =1 - 0' SHEET 2 FRONT ELEVATION SCALE: 1/4 )) = 1'-0" RIGHT ELEVATION 1 /4» = 1'-01) REAR ELEVATION SCALE: 1 /4" = 1'-0" LEFT ELEVATION SCALE: 1 /4" = 1'-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CLOUD SNOW LOAD WIND DESIGN SEISMIC DESIGN CATGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SPEED (mph) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND -BOURNE DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE NA 160 NA /(FLAT) NA YES INA NEGLIGIBLE NA VERY HEAVY N/A N/A N/A 1 NO. I DATE I DESCRIPTION I TODD N. SMITH, APE, 1717 INDIAN RIVER BLVD. STE VERO BEACH, FL. 32960 Ph. (772) 559-3699 SF16-1B-2T TYP. 25" MIN. BAR, LAP TYPICAL COLUMNS SHALL BE 8" X-\ 16" PILASTER FILLED W/ 3000 PSI CONCRETE & (4) #5 BARS TYPICAL COLUMNS SHALL HAVE (4) #5 DOWELS 25" MIN. BAR LAP (3) #5 REBARS CONTINUOUS '•.,.: •..�;..r'=ram 4' TERMINYE CTREATEDED FI ILL - 8 -0" CANT. TRUSS BRO. ® GAR. WIN. HEM AD HGT. _ 0 FIN. FL. TYPICAL COLUMNS SHALL HAVE (2) #5 HOOK BARS INTO PRECAST LINTEL BOTHWAYS PORCH DETAIL A -A SCALE: N.T.S. INC. LEATI-IERWOOD RESIDENCE 302 ELEVATIONS O 1 HRoWB1bIDt..11 E RD., FT. . PIERLvEy FL. 8F16-1B-2T TYP, VERIFY FOOTING SIZE ON FOUNDATION PLAN io 'Title to aLL documents which bear the copyright of Todd N. Smith, P.E. Is vested solely in Todd N. Smith, P.E. these documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproductlon, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Todd N. 34951 I(9)2019,Lopyrignc Dawr TDDD N. SMITH, P.E. 25" MIN. BAR LAP (1) #5 DOWELS -\ 25" MIN. BAR LAP 1 VERIFY FOOTING SIZE ON FOUNDATION PLAN PILASTER SHALL HAVE #5 HOOK BAR INTO PRECAST LINTEL EXTERIOR MASONRY BLOCK WALL W/ (1) #5 BAR VERTICAL IN FILLED CELL SLAB REINFORCEMENT PER SPECS. CONCRETE SLAB PER SPECS. FINISHED FLOOR - VAPOR BARRIER PER SPECS. COMPACTED FILL PER SPECS. PORCH DETAIL B-B SCALE: N.T.S. NOT VALID WI ORIGINAL INK, ENGINEER IGNATURE AND THE 'WRIDA LICENSED i i JUN 12 2019 DRAWN LD DESIGNED LD CHECKED TN S DATE APR. 2019 SCALE 1 4,. =1 -0 SHEET 3 v STRAP AND TIEDOWN SCHEDULE 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGIIiEERED TRUSSES. ENGINEER MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS BEARING UPLIFT TRUSS TO MASONRY TRUSS TO TRUSS BEARING UPLIFT TRUSS TO MASONRY TRUSS TO IDENTIFICATION JOINT REQUIRED BOND BEAM WOOD FRAMING IDENTIFICATION JOINT REQUIRED BOND BEAM WOOD FRAMING A01 1 9 674/991 META16 - H10A V12 1 3 4 109/109/206 N/A VTCR A02 1 10 874/991 META16 - H10A V16 ALL BEARING 220 OR LESS N/A VTCR A02A 1 12 875/992 META16 - H10A V20 ALL BEARING 294 OR LESS N/A VTCR A03 1 10 874/991 META16 - H10A V24 ALL BEARING 217 OR LESS N/A VTCR A04 1 11 874/991 META16 - H10A V28 ALL BEARING 277 OR LESS N/A VTCR ADS 1 7 874/991 META16 - H10A ZCJI 3 2 4 2/220/15 META16 - TC3 oNBEoSUB A06 1 B 874/991 META16 - H10A ZCJ3 3 2 4 66/247/45 META16 - TUG3 CAN BE SUB A07 1 13 910/1115 META16 - H10A ZCJ5 3 2 4 130/308/83 META16 - TucOTONBEOsue A08 2 11 995/995 META16 - H10A zCJ5e 3 2 139/202 META16 - TUC5730 OAB1S1a A09G 2 1211191 13 405/1297/1273/389 META16 N/A ZEJS 3 2 4 132/310/84 META16 - LS30 TOP a BOTr. TUC3 CAN BE BUe A10 1 9 874/991 META16 - H10A ZEJ7 4 2 5 95/378/220 META16 - s30roPaBOTT. JJJ=37 CANBE SUB All 1 10 874/991 META16 - H10A ZEJ7A 1 22 19 14 <100/263/462 META16 - S337 CANOP BOTT. TuCAN BESUB Al2G 1 1221191 14 457/3342/3031/570 KETA16 -, VGT N/A ZEJ7B 1 1 3 1 4 247/98/235 META16 - sao TOP 2BCTT, suH24 B01 2 11 725/726 META16 - N/A ZEJ7C 1 2 102/177 META15 - Ls3Br BOTT. & TUC3 CAN BE SUB B02 2 7 708/708 META16 - N/A ZHJ7 3 2 4 173/457/119 META16 - s3o6 BO L 803 2 7 708/708 META16 - N/A ZHJlo s 2 6 204/500/260 META16 - LS30T P& s3o6 BO LTHJoT B04 2 B 708/708 META16 - N/A ZHJ10A ALL BEARING <100/410/814 META16- p& LTHJA26 OTT. B05G 2 9 2272/2341 VGT N/A C01G 1 8 1560/1560 HETA16 N/A CO2 1 4 805/926 META16 N/A CO3G 2 6 1418/1466 HETA16 N/A V4 1 3 51/51 N/A VTCR V8 1 3 4 83/83/97 N/A VTCR Vll ALL BEARING 100 OR LESS N/A VTCR ALL CONNECTOR'S SPEIFIED ARE "SIMPSON STRONG -TIE COMPANY" TRUSS CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS VERIFY CANT. OR HURRICANE STRAP PER TABLE TRUSS - SEE ELEVATIONS 24 GA. EDGE-LOC 1.0 TRUSS BEARING " SEE ELEVATIONS FOR BEAM HGT. 3/4" FASCIA OVER 2"x4" l'-4" W/ AL. DRIP EDGE VERIFY ELEV. CONTINOUOS VENTED SOFFIT CEMENT FINISH PER SPECS. 8" C.M.U. WALL PER SPECS. - VERTICAL REBAR IN CONC. FILLED CELLS PER SPECS. - (SEE FOUND. & FLOOR PLAN) 0'-0" A.F.F. 11, FINISHED FLOOR R-38 BATT. INSULATION SHIM AS NFEDED FOR LEVEL 1G. 5/8" GYPSUM BOARD ON TRUSSES LINTEL BLOCK 11E BEAM W1 1-#5 CONTI. EACH COURSE 1/2" GYPSUM BOARD FI-FOIL INSULATION R-4.1 1x2 P.T. FURRING PER SPECS. SLAB REINFORCEMENT PER SPECS. CONCRETE SLAB PER SPECS. VAPOR BARRIER PER SPECS. HEADER CONNECTIONS @ BEARING/EXTERIOR WALLS (TYPICAL) F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT J BOTTOM OF LINTEL CAVITY 8F16-1B/1T 1 QUANITY OF #5 REBAR AT LTOP OF LINTEL NOMINAL HT. NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQUIRED D__1 1/2" COVER Z cMu LINTELS SHALL HAVE A i MINIMUM 4" BEARING o ON EACH END Z GROUT ° OF LINTEL CAVITY I, 6" I, IN LINTEL (VARIES) x- N-OMINA-L 'r LINTEL INFORMATION NOTE: ALL LINTEL TO 8F16-1B/lT UNLESS NOTED OTHERWISE 1. GARAGE HEADER TO BE 8F-16-lB/lT VERIFY FOOTING SIZE COMPACTED FILL PER SPECS. ON FOUNDATION PLAN SINGLE STORY TYPICAL WALL SECTION NEW SCALE: N.T.S. A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE PRE-ENGINEERED STRAP AND THE TRUSS WITH TRUSSES COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO ROOF SHEATHING TRUSS CONNECTION.-, � ENT USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. MISSED STRAP CONNECTION SCALE: N.T.S. TOP CORD OF TRUSS SIMPSON 'VTCR' FASTENERS @ EACH TRUSS INTERSECTION IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING, THE TOP CORDS OF THE TRUSSES SHALL BE BRACED W/ 2"x4" PURLINS @ 2' O.C. FASTEN 2x4'S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2-16d NAILS @ EACH TRUSS. (ONLY REQUIRED UNDER VALLEY FRAMING) VALLEY TRUSS FASTENING DETAIL 1/2" ]-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHORW1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPENING (471/2" BOLTS REQUIRED REFE TO GARAGE DOOR MANUFACTURER FOR BOLT A .• I/ / 1A d p d... OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL - / TYVEK® HOMEWRAP@ OVER WOOD AROUND PE IM ruvnvv INSTALL TYVEKG FLA VER M11 OUNTING FLANGE.NGE. LAP BUCK @ MASONRY OPENINGS TYVEKe & TAPE JOINTS. MINIMALLY EXPANDING WINDOWS - POLYURETHANE FOAM OR 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY APPROVED CAULKING WALL WITH 3/16" DIA. X 3 3/4" TAPCONS A 12" O.C. ON THE SIDES (AROUND OPENING RSO) AND ON THE TOP OF THE OPENING. 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL OPENING WRAP DETAILS FASTEN TYVEK@FLE) CORNER USING MECh F/ INSTALL TYVEK@FLE} R ETER OF G BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO WINDOW SILL DETAIL PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. 6" V-0" 1'-0" 6" 6" 1'-4" 6" MAX. MAX. MAX. DOORS- 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. a PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR JAMB INTO WINDOW OPENING THE MASONRY WALL W/ 3/16" DIA. TAPCONS IN MASONRY WALL PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL I DOOR OPENING 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED o o IN MASONRY TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE STUCCO. FILL ALL CORNERS W/ FLASHPNG OR DUPONT SEALANT is io WALL `a FOR TYVEK FLUID APPLIED SYSTEM. 6 ��O I -0° 6° ^' 2. WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE �I`=A MAX. MAX. 4 TREATED TO 2.5CCA. BUCKS ARE TO B.' FULLY BONDED TO MASONRY WITH SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE z ! g BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING io io OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO BUCK BUCK CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. MASONRY WINDOMASONRY WINDOWZDOOR CONTRACTOR TO COORDINATE OPENING DIMENSIONS. ATTACHMENT WHERE Y," P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO SCALE: N.T.S. CONRCETE OR MASONRY WITH 1/4" 0 TAPCONS OF SUFFICIENT LENGTH *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS TO ALLOW FOR IY," EMBEDMENT AT SPACING SPECIFIED BY N.O.A. SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). nnnp RI IrI( TNGTAI I ATTON CAMF AQ WTNOOW WTTHOIIT STI I ROOF TRUSSES \GALV ANCHOR STRAP SEE FRAMING PLAN FOR TRAPPING SCHEDULE) DBL 2X TOP PLATE CEILING SINGLE 2X4 TOP BOARD PLATE NAILED TO TRUSSES h 1-16d NAIL PER = 2X STUDS 16" O.C. TRUSS 1/2' DRYWALL 3 ON EACH SIDE OF WALLS 2X FIRESTOP NOT MORE THAN L� 8' APART VERTICALLY IN NON 9 4' BEARING WALLS OVER 8'-0" 2X4 STUD WALL BEARING J @ 16' O.C. FRAMED IL WALL z Q SINGLE 2X4 PT Of BOTTOM PLATE W/ SEE FOUNDATION 8d CASE HARDENED CONCRETE PLAN FOR FTG. NAILS @ 19' O.C. SLAB SIZE & REINFORCING 2X PT PLATE W/ ANCHOR BOLTS PER SCHEDULE 2X4 NON -BEARING ASEBOARD r IL SCALE: 1/4" = V-0" SEE FOUNDATION PLAN FOR FTG. SIZE & REINFORCING TYP. INTERIOR BEARING PARTITION SCALE 1/2" = l'-O" WALL SUPPORT WHERE HIP MEETS RIDGE BETWEEN TRUSSES, INSTALL 2 X 12 RID E I BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO MATH SLOPE). NAIL WITH 3-16d NAILS PER END HIP CATS SHALL BE I I I I CONTINUODUS TO RIDGE W/ I I I i (2) 16d NAILS PER END HIP TRUSS (HT) I I HIP GIRDER I I TRUSS (HGT) I \\ I I I I - ' I TII I I II I I I Ln Ln of r DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS )- HIP TRUSSES -NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2-#10 COMMON SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/ TOP ---I- HIP JACK TRUSS (HIT) CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 111 NAIL HAS A MAXIMUM LATERAL RESISTANCE OF JACK TRUSS CONNECTION @ 1081bs. HIP AND GIRDER TRUSSES PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT BUILDING PRODUCT GLASS OPENING ID MANUFACTURER MODEL # DESIGN DESIGN ATTACHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT APPROVAL DESCRIPTION PRESSURE PRESSURE PSF WINDOWS M.I. WINDOWS & 185 SH FL# 17499.1 IMPACT +55.0/ -55.0 +33.5/ -36.3 #10 SCREWS OR 3/16" TAPCON EMBEDDED 1-1/4" INTO FRAMED WALL @ EACH FACTORY HOLE DOORS SWING DOOR PLASTPRO SERIES N FIBERGLASS FL# 15213.5 IMPACT +50.0/-50.0 +34.8/-29.9 #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 19" O.C. ON SIDES MAX. #9 x2" WOOD SCREWS INTO MULLIONS @ 12" O.C. MAX. FRENCH DOOR PLASTPRO SERIES N FIBERGLASS FL# 17184.5 IMPACT +50.0/ -50.0 +31.9/ -34.8 #10 x 2-1/2" SCREWS EMBEDMENT 1-1/4" INTO BUCKS @ 4" FROM CORNERS & 19" O.C. ON SIDES W/ TWO SCREWS FROM TOP CENTER SETBACK 4" & 8" GARAGE DOOR DBA DOORS MODEL# 824/811 FL# 17-1018.12 N/A +36.0/ -44.0 +28.5/ -34.8 ATTACHED W/ 1/4" x 1-1/4" TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" O.C. MAX. ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO PORCH CEILING HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA. HARDENED T-NAIL TO STUD NAIL INTO SOFFIT HARDIBOARD HARDISOFFIT FL #13265 R3 NON IMPACT +96.6/ -96.6 -62.4 WALL (MAX. SPACING 24" O.C.) & W/ 1/8" SHANK W/ 3/8" HEAD 1" LONG (16 GA) @ 4" ACROSS WIDTH ATTACHED TO 15/ 32 PLYWOOD W/ #9-15 x 1.5" W/ SEALING WASHER IN THE FLAT OF THE ROOF EXTREME METAL 5V CRIMP FL# 17022 R-7 NA -93.5 -78.8 PANEL OR APPROVED EQUAL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. FASTENERS @ COMPANY 12"-12" @ 16" O.C. FOR -94.25 & 9.5"-2"-9.5" @ 16" O.C. FOR 121.0 PSF JAMES HARDIE FACE NAIL TO PT NAILER @ 16" O.C. W/ 1.5" LONG x 0.083" SHANK x 0.187" HEAD, RING SHANK * SIDING BUILDING PRODUCTS CEMPLANK LAP SIDING FL #13192.1 NA -44.9 -44.8 NAIL INC. ROOFING INTERWRAP INC. TITANIUM PSU-30 FL #11602-R2 NA +NA/ -45 NA SELF ADHEASIVE UNDERLAYMENT *NOTE: FURRING STRIPS CAN BE ELIMINATED IF LAP SIDING INSTALLED DIRECTLY TO BLOCK IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR DIRECT CONNECTION OF SIDING. NOT VALID WITH.® I_ tFv'yS1GNATURE AND THE DRAWN LID T O D D N. SMITH, P E, INC. LE AT H E R0 O D RESIDENCE Tlt a to a documents which bear the _ copyright of Todd N. Smith, P.E. is vested ORIGINAL INK��'S�� ••�C�FFNSLIJRIDA LICENSED DESIGNED LID solely In Todd N. Smith, P.E. these ` , documents are provided to the owner ENGINEER F solely In connection with this project. NO. 42082 CHECKED TNS 1717 I N D I A N RIVER BLVD. S TE 302 Any other use or repro of these p C DATE TYP . DETAILS 8e NOTES documents or an reproduction, exp Jon, dis wy, VERO BEACH FL. 32960 eae, or oby anyone ther disposition of these _ APR. 2019 I , 9mlth,eP Es pursuant to thepFedelral pp'� 9 prohibited without consent of Todd N. S E ;•�' .'��`"T i 2019 SHOWN N0. DATE DESCRIPTION P h. (7 7 2) 5 5 9- 3 6 9 9 J SCALE Copyright Law.' ��i •� R �� 908 T H R O WB R I D G E R D., F T. PIERCE , F L. 3 4 0 51 2019, T000 N. SMITH, PE. SHEET TODD N. �SMVPF Apo II.,E�`�N#42082 BUIOERT'S-WARNING`------ _. WARNING* -I HIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW -bEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE Lh, BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-41 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALI- HANGERS ARE SIMPSON STRONG -TIE UNLESS I'fALLED PRIOR TO INSTALLING EAST CAOST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING -FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG TIE CATALOG N)6-T,RU'dS�SESI FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. AGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING TRUSS DRAWINGS. f'♦ a 22' 4" 12' 4" 11 yv� 19' 4" 11 m to n U-1 to to in cm U U W W W W W W U U N N N N N N N N N N 121411 v�1 ZCJ1 ZCJ1 O ZCJ3 in ZCJ3 0 0 CD CO3G 00 �y✓, co tr7 I- ti o I__ � LO co r O N N N N N 00 00 Co m m Co Co N N N N N r r� I` I� W W W W W W N1'1 /2"N ZCJ1k M JCO1 G J= 5 11 ZCJ1 N N V16 0 c, ,0., O ZCJ3 O ZCJ3 �y LO co d' V12 j� N N N 000 m m Oo0 m m Co C Ci ZCJ5 ZCJ5 VS ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7 ZEJ7 b ZEJ7 n _ ZEJ7 N ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ5 ZCJ3 ZCJ1 22 f1 FLAT 0% 12G A11 J A10 0" CLG 2. 0" A06 A05 A U CE 0" ' 0" ' 0" 02A 1' 8" 7' 0" AO A04 A05 A06 N O O o FLAT CLG o N 0 0 N O O p \00 0 A04 o A03 w R O it 00 A01 1' 3 1/4" O- d �o A 1' 3 1/4" 0 K 0 0 0 o — A 4 FLAT CLG O 0 b 0 0 U A08 o N N N CO A09G iio N ®R - 7' 10" ZCJ3 I ZCJ3 0 N 0 � ZCJ1 Vg ZCJ1 a— ce) to Q Q Q Q Q Q r r t` Q Q Q Q Q Q to co •— �y W W W W --s W W U U U 70'�/ N N N N N N N uj N N N N N N N N N N N N N N N 22' 4" _ . 44 0 - Indicates Left End Of Truss On Layout & Engineering Shee 9'-4" T.O.B. HANGER QUANTITY SUH24 ...... 8 Manuel Digitally signed by Manuel Martinez M a rt i n ez Date: 2019.05.01 ,4t, t.t + 7,12:14:14-04'00' SERIAL # 40 0165 OF 1B 4E 1E 10 89 9A 9l lF BD 89 SS F7 This drawing has been electronically signed and sealed by Manuel Martinez, P.E. (FL. tic. d47182) on the date shown above using a SHA-1 authentication code. pcintedcopies of .this document are not considered signed and sealed and the SHA-1 authentication code must be Milled on any electronic copies. 12 5r— a� I TYP. END DETAIL `:GIHEEF=D _?UI ,S FETE;S -'CDl[]_ E I T EAST COASIT TPUS 5285 ST, LUCIE BLVD. FT. FIEWCE FL, 34916 OFFI":E: 1772)46E-2480 Fd.C: (772)466-5336 STOMER:Dave Golden Homes B NAME: LEATHERWOOD DRESS:908 THROWBRIDGE ROAD F Y/COUNTY:FT PIERCE B # J37743 B# MODEL:custom GARAGE SQ FT 105 DATE 4/30/19 = 61G15S-31.003 (3) (e), EAST COAST TRUSS is the "'ss Design Engineer" Trusses nre d,designed in orwith the Flaridn Building Code.& By approving this placement plan(s), gnatured anywhere on this sheet, the customer r his representitive acknowledges that this lacement plan complies with the structural intent f the project. The customer also acknowledges that this pproval authorizes EAST COAST TRUSS to ianufacture these trusses and deliver them to ie project indicated on this drawing. The customer also acknowledges that he/she ccepts financial responsibility for any repair, ngineering, and labor required due to errors ther than those of EAST COAST TRUSS. CODE=FBC2017/TP12014 ASCE 7-10 DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= II EXPOSURE=C MWF SPEED =170 BUILDING TYPE =ENCLOSED MEAN HEIGHT:15' FLOOR: DUR FACTOR= PSF=TCLL-TCDL-BCLL-BCDL ROOF: DUR FACTOR=1.25 PSF=TCLL-TCDL-BCLL-BCDL *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 2W-0" OR MORE UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 112 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 0 0 n I I 1 I I 1 I I I I I I 0 W Q U) vJ U W J U) U) F" W U 0 D O Z 1� O 101 TRUSS PLACEMENT PLAN REVIEWED BY: TODD N. SMITH, P.E. FL PF #42082 r�I I• 4