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Air of l✓ I— w:J \J I\ I I I I V I V PARCEL 1: THE SOUTH 145 FEET OF THE WEST 130 FEET OF THE EAST 388 FEET OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LYING IN ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS BENEFITTING THE AFORESAID PROPERTY, OVER THAT PORTION OF LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, LYING EASTERLY OF THE NORTHERLY EXTENSION OF THE WESTERLY BOUNDARY LINE OF AFORESAID PARCEL. PARCEL 2: LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 1.20 ACRES, MORE OR LESS. CERTIFIED TO: PHILIP TATAROWICZ DELILA MCKENNA RICHARD C. LAVEN RE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 �A517 DATE MIll SETBACK REQ, I SIDES CNR 61 REAR _ ZKIIG. i U I I LI I T IN U I r PROPERTY IS SERVICED BY CITY WATER SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS MARCH 30, 2017. 4, UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 24, BEARING S89'41'41"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UMLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9, PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO277 J, DATED 2-16-12. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. BOUNDARY SURVEY PHILIP PREPARED FOR 'FATAROWICZ & DELILA MCKENNA - REVISION S - BY DATE REVISE BALCONY DIMENSION REMOVE PROPOSED SEPTIC _SYSTEM; , ADD PROPOSED FFE MWH MWH 6/8/17 7/6/17 BY DATE FIELD MWH 3/30/17 CALCS. RCL 3/29/1.7 DRAWN MWH 4/21/17 CHECKED RCL 4/21/17 FILE REF. FIELD BK/PG 16.2855 16-242/73 & GPS L-L-vL.-I N u A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOQK POB = POINT OF BEGINNING POO = POINT OF COMMENCEMENT IR = q 5 IRON ROD SO FT = SQUARE FEET IRC = N 5 IRON. ROD & CAP FPL = FLORIDA POWER AND FIGHT FFE = FINISH FLOOR ELEVATION PRM = PERMANENT REFERENCE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE ND = NAIL AND DISK R/W = RIGHT-OF-WAY CQ = SANITARY CLEAN OUT 00 = BACKFLOW PREVENTOR © = WELL PUMP JLATED ITION Q = PROPOSED SEPTIC TANK ® = EXISTING WELL y` y = FIRE HYDRANT Gv X = GAS VALVE I.E.E. = INGRESS/EGRESS EASEMENT CBS = CONCRETE BLOCK STRUCTURE 0 = SET IRC LB 7056 ❑ = CATCH BASIN ® = CABLE TELEVISION BOX 0 = LAMP POST EI = WATER METER O = AT&T PEDESTAL = CONCRETE POWER POLE = WOOD POWER POLE (- GUY WIRE CONC = CONCRETE -0- = 4' ALUMINUM RAIL FENCE -x- = 4' WOOD RAIL FENCE -o- = 4'/5' CHAIN LINK FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM © = FPL TRANSFORMER PAD LA/ENTURE & ASSOCIATES, INC. POFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEERING COORDINATION 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 6-13-17 SCALE: 1 "=20' JOB No. 16.2855 SHEET 1 OF 1 FILE C01 PARCEL 1: THE SOUTH 145 FEET OF THE WEST 130 FEET OF THE EAST 388 FEET OF THE SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, LYING IN ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS BENEFITTING THE AFORESAID PROPERTY, OVER THAT PORTION OF LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING EASTERLY OF THE NORTHERLY EXTENSION OF THE WESTERLY BOUNDARY LINE OF AFORESAID PARCEL. PARCEL 2: LOT 3, CHARLES WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 1.20 ACRES, MORE OR LESS. CERTIFIED TO: PHILIP TATAROWICZ DELILA MCKENNA RICHARD C. LAVENTURE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 U IIL_I I 1 INV Ir PROPERTY IS SERVICED BY CITY WATER. SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBDSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS MARCH 30, 2017. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 24, BEARING S89'41'41"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO277 J, DATED 2-16-12. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. 61{3If7 BOUNDARY SURVEY PREPARED FOR DATE PHILIP TATAROWICZ & DELILA MCKENNA - R E V I S 1 0 N S- BY DATE REVISE BALCONY DIMENSION MWH 6/8/17 BY DATE FIELD MWH 3/30/17 CALCS RCL 3/29/17 DRAWN ...... ............I MWH 4/21/17 CHECKED RCL 4/21/17 FILE REF. FIELD BK/PG 16.2B55 i6 242/73 & GpS L_LVLINL) a = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD S] FT = SQUARE FEET IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION PRIM = PERMANENT REFERENCE MONUMENT D.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK IP = 1/2" IRON PIPE ND = NAIL AND DISK R/W = RIGHT-OF-WAY © = SANITARY CLEAN OUT 0o = BACKFLOW PREVENTOR © = WELL PUMP >ULATED it TI ON QS = PROPOSED SEPTIC TANK ® EXISTING WELL y = FIRE HYDRANT cv pQ = GAS VALVE I.E.E. = INGRESS/EGRESS EASEMENT CBS = CONCRETE BLOCK STRUCTURE C) = SET IRC LB 7056 ❑ = CATCH BASIN ® CABLE TELEVISION BOX > = LAMPPOST El = WATER METER O = AT&T PEDESTAL c0.> = CONCRETE POWER POLE WOOD POWER POLE (— = GUY WIRE CONC = CONCRETE —o-- = 4' ALUMINUM RAIL FENCE —x— = 4' WOOD RAIL FENCE —o— = 4'/5' CHAIN LINK FENCE OHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM FPL = FPL TRANSFORMER PAD LAVENTURE & ASSOCIATES, INC. PRCFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEERING COORDINATION 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 LB 7056 ;772) 398-6430 PHONE (772) 398-6426 FAX in a c. I� DATE: 6-13-17 SCALE: 1"=20' JOB No. 16.28e555 SHEET 1 OF 1 COPY NOTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.I OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX I PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD Of SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJEOT TO DAMAGE FROM GROUND SEISMIC -- � WINTER IOE B SNOW Spe4d" Topographic DESIGN Frost lino DESIGN UNDER LOAD k) CATEGORYI Weathering' _tlepth° I Termite' TEMP" RED NA Sae 6012(4) L NA Negligible-- NA I F,"y STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. F 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRI FOOTINGS TO 2S00 P.5.1. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.112" COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDI 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDn101 PER WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. S. FOR METHOD OF ATTACHMENT OF DOORS& WINDOWS, SEE ATTACHED PRODUCT 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL F MINIMUM 2-MAX COATING OR BETTER. LIL LINTEL SCHEDULE MANUFACTURER• CAST•CRETE LINTEL NO. LLNGTH SAFE _ GRAVITY LOAD 6113#4460# 4GRAVITY SAFE UPLIFT LOAD APPLIED UPLIFT LOAD L1 2'10" L2 3--e 6113#3547# L 3 4'-w 6113#3079# L4 4'-6"6113# 2724#LS 5'•4" 5365#. 2290# 2093# L6 5'10" 4360# L7 6'-6" 3490# _. _ __.il.Ztl 188b# 77o itiF L8 7'•6" 2661# 1 I(Z0Ji6- 1634# �7A4r L9 9'A" 1843# 1133# L 30 10'-6" 1533# L 11 111-4" 13664 _ _ _9_14# 798# 112 12'•0- L 13 13'-4" 107511 606# L14 14'-0" 10020 L 15 14'-B" 137011 519# E16 25'-4" 1250#- -- "485# L 17 17'-4" 950# 404# L18 19'A" 0-1IZ W, 'ik S40# _ CU OFA L 19 21'-4" 5990 550#_ 450#----� 306# L20 22'-V L21 24'-0" 267# RECESSED LINTELS ANUfACTURER: CAST-CRET_E LINTEL NO. LENGTH ___ SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD RL-1 4'-4" 5206# IC 2635# RL-2 4'-6" 5206# 2525# 1960#�_ RL-9 5'-8" 4567# ((_ _-- RL-4 5'-10" 4242# 1900# --�— RL-S 161•8" 3120# 2459# -_--1 ._..l l LIT �' - 1651#-- 14624 RL-6 T-6" j7fi RL-7 9'•8" 1568# 1135# NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 77 vi�li y�pita� tT1 16!e R� V-A�C'tk C-Our jE 5t311pt-'c��" E_ Foal, I s r IF "mAr_ ZND �C�®Calo. 105 `A1I_ Certification for Design load Compliance 1. DESIGN CODE: Florida V_V59i (;•t° 12AL. code 2014 Edition w/20___ supplements using ASCE 7-10 2. Structure Design is:__f Enclosed Partially Enclosed^Open Building 3. Risk Category: _I )II _III _IV Exposure Category: GCB _C __.. D Adjustment coefficient IH 4. Design Wind Velocitymph _ ASD _ LRFD End Zone Width I ft. 5. Mean Roof Height: Z-STft, Roof Pitch:5:12 Parapet _ ft. S F ' MRH worst case)) 6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. �l« D Zone 1:-Mg+tZone 2: S1-0I Zone 3: -1®1+Zone 4 -I 7� Zone 5: - %7SGarage: 2_314 7. Design Loads: Floor: 9D PSF Roof/Dead:1.5 PSF Roof /Live ® PSF Balcony: M_PSF Dock: _PSF Deck: 06 PSF Stairs: 96 PSF Fence: PSF Railing: ✓0 PSF R "Ira chnar walk Considered for Structure? A Yes _ Not applicable Explain Why Not: 11�_>`_ T_ Laos P L- FDOH in St. Lucie County Environmental Health Septic System Appears Adequate r Proposed Constructiorl5(0-SF-/7(VF99j his Approval Does Not Guarantee Perfo mt knee of System ewer: [1 ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMAT] MANCAVI ST. LUCIE COUNTY, FI CLIENT CONSULTANTS REGISTRATION SE OF'IF/ O�,r CO . PEL J. aSLC:; R968" .2vL� REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER ©C PROJECTNUMBER DATE 3f 7 h G%4 i17 �(S�I7 -TkuF S'%(D .ki,. veol$€.:A',. fW_M4Tt'E_M4T ,.L 1 NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R301.2(T) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE F•ROM__ GROUND - SEISMICLeathering-1 WINTER ICR BARRIER AIR MEAN SNOW Spestl° TopoOrephlc DESIGN Frost line r-- DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD mph eflecls°IN-A CATEGORY)_tleplh° Termite° TEMP' pEOUIREDs HAZARDS° INDEX) TBMW NA See Fi8.R10t.2(4) Ve NA Negligible -NA Heav NA NA NA STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR IT 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 30M P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 14/2" S. FILL (SOIL) SMALLBE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED $ SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS $ WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. -NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE MINIMUM 2 -MAX COATING OR SERER. UNTEL SCHEDULE CAST CRETE MANUFACTURER LINTEL NO. LENGTH SAFE GRAVITY LOAD 6113# APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLI€D UPUFf LOAD COMPOSITE BEAM L1 2'IW 44609 BF16/1T•18 L2 3'4" 6113#_ 3547# /p wr- Zy40 SF16/iT•I6 L3 4'-0" 61L130 3079# 8FL6/1T•10 L4 4'.6" 6113# --)'--j'0FWV 27240 8F16/1T-1B LS S14" 536511 2290# BF16AT•18 L6 5110" _..._.3ya-#� 43601t 209311 8F36/IT-1H L7 6'•6" 3480# �1 Ztl ✓k 1880# 16341t Z�'R 570-o _ 8F16/1T•1B LS 7'-6" _ 2661# (%O*- 8F36/1T-1B L9 9'4" 1843# 11331t 8F16/1T-18 L10 10'4" 1533# 91411 8F16/1T-18 L11 11'-4" 13661t _ 796# 8F16/1T•1B L 12 127 V 1254# 723# 9_ . 8F16/IT.18 L13 IT4" 1075# 606#_ 8F161IT-10 L 14 14'.0" 1002# 559# _ -519# - _ _ 4854 �- - 9Fl6/1T-1B L IS 14'-8" 137011 -- _ _ 9Fl6/1T-SB BF16/1T•18 L16 15'4" 1250# L17 11'4" 95N 404# BF16/ST-10 L18 19'4" ttsz LF # 5�A 8F 1T•1B L 19 21'-4" 5984 306# eFi6/1T•18 L20 22'-0" 550# 450#1 -_ 295# 8F16/1T-18 L21 24'-0" 2674 8F16/1T-18 RECESSED LINTELS MANUFACTURER: CAST•LRETE LINTEL NO. LENGTH __ SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPUFT LOAD APPLIED UPLIFT LOAD CO1MPO5rrE BEAM RL-1 4'4" 52060 ) OP [ 0 4P 2635# 8F14/IT-1B RL•2 4'-6" 520611 2525# - - 8F14/1T-18 RL•3 -8 --- -- � Fr 8F14/1T-18 RL4 57-SO" _ 4242# 1900# 8F14/1T-10 SF14/1T-1H RL-S 6'.8" 3120# 2459# - - � I ZD +F 1651# 1462# RL•6 T-6" �� 8F14/1fI8 8F34/3T-18 Rl-7 9'-8" 3568# -- 1135# -- Certification for Design load Compliance 1. DESIGN CODE: Florida F-ft Dg1" I-1A1. code 2014 Edition W/20_ supplements using ASCE 7-10 _ 2. Structure Design is:Enclosed_Partially Enclosed_Qpen Building 3. Risk Category: _I )6, II _III _IV Exposure Category: jSR _C _ D Adjustment coefficient h 4. Design Wind VelocityMmph _ ASD _ LRFD End Zone Width '4 ft. 5. Mean Roof Height: Z.5rft. Roof Pitch:5 :12 Parapet_ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 301 ' MRH(worst case)) Zone 1:-3ii.YZone 2: -579 Zone 3:-Lf�IL,4Zone 4 -� 1(M Zone 5: - nSGarage: 7-3!4 7, Design Loads: Floor: 00 PSF Roof/Dead:15 PSF Roof /Live PSF Balcony: 2B PSF Dock: _PSF Deck: 06 PSF Stairs: _24 PSF Fence: PSF Railing: ✓0 PjF 8. Were Shear Walls Considered for Structure? Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? -)aaYes- Not applicable Explain Why Not: 10, Design Soil Bearing Pressure:20DO PSF Soil boring Test required _Yes XNo (based upon section 1803.2 exception) o� NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. -O v- `3GL P4 LE tST F"calL Il 90 S EI cLLI! L' .7°L+ ltq+47 G� Z"iD r-LOO� I? as STF° a ue+c vol IL0691 CF ���C�Ni 26o S,F c uBOle Vat-r Z�p13 CF 15Ilk 0 S,EI ew t� vow, Z4n5H CF lb i �-- 0 3 S�F/ T°�� 5(voa3� 9 S EO e -1 �l U � J - J Q qQo TrI01P cj 4 ae.,& Jn -r to-O t0 wopo< 6�bkOQ cj4G7y, N AT1 Ct4lCGr War � $AR 4 9 f CGGr t:EP J 0 -DOI I k I I I I. e " G spD 4'fD 1 - Im 6• �• 1 � „ d4" C01.3CeET� %LoeK coL.°s � 6Ae� i Gal 4°+ TO 1 I _ g aoP co I - iIM Pe. R -I o , • • is 288m ZLIS # 5C De 4c ve = to 7-1 +-� Nit OF col, -1 41�x4x %F'�iT'E6 L. � COLS A 14 �Iq)G,'111IZIS g L-( Te9 ryE. Ae�sS rAI-.tom T'>7 W 1t , LOAV iPL H Wa41- ZrYG) to-o A WN 4-`I 54Ce1._ tom. LA _ - - IJ- i tt T � L 20=0 G P,z P.ccE c`4 CC.4, y3S5 Sb l teal, off t71� U fo -o I 2.C)t`�It 191- Q" r n _ A-" I 119 3r. 92 iaM P r_ rn ... LIB4- I oe NM92 _ 8 u Ott ALL►,LANUFACTUIO LABIkd U FACTOFIB AND SHGC00MRIAINIM OMMM gF� WN ON ALL D AND NDOWS tIPIT1L RJSPEC T ARE APP ESE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS By FIELD AQURE[Y TIE NECESSARY 1 INORDER TONSPECTORS THAT ".u•,v WITH ALL APPLICANLB CODiS. 'ST. t ElCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TT. nTrvTY EI .^� 11"I VED FOR CO L1ANC VED BY _TB KEPT INSPECTION WILL BE MADE. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONIC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION tEOF"FLO Pf1 -�r!p9 REVISIONS NO. DATE REVISION %& I KEY PLAN SHEET TITLE / SHEET NUMBER IPROJECT NUMBER 91700,4 DATE 7i-17 i' t7 r.& (17 �D`�'+/i>lD epulgB9 Pie , DRYWALL AND FURRING ATTACHMENT P T I X 2 FURRING @ 16" O.C. FASTENED WITH 1 `/a" CASE IdARD NAILS @ 8" O.C. /i" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. + O.C. 518" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8' PERIMETER AND 12" O.C. FIELD. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. W PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. ' CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-''/d' EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 114" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH 4 10 WOOD SCREWS SPACED PER PRODUCT REVIEW IR AFFIDAVIT WITH A MINIMUM PENF..'A'CION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING? CODE WITH AMENDMENTS. i'oeskotit 43L.oC.1~ 01 a ?rr, ZXCe 3tAcy- 31141X2!i Tblft.o Js @ Iz'P,c, hra«ca sD o cr P,T,7-Y& SUCK w)p'/iXSI/i' 0 W/ Z QS X va j =0. i 1rtA5 H 6K.S Lr' I -0 CAULKIta S�uCCo GA•.� AC��. t�c�olZ ��1�� QE�TA.1 t_.• ntf5 �-t i �a'Pc� `•�( 1�41C-IL IraSC.aC.C./�?'-tO�/ CTYI , OF* 4,,Lc- 4rr cSa C raj l to e in 1.0 - O" If l01 '- 4'� 00 IA �I -I 00 U R oFF ICZ- f ZOO o°% ,' fVX PQ4 z 4 3 -A q-o h il 0L LIU _l v Ali tl F �ZS L9r+' G � o7 7e d Mr PIL Z80e �A /"� - M Nc 0A = We —L(, (v] d A �Iy 4 f5-o q 3.4 4-0 �` p/a 3-tti 4 GQ-o c p a 2ZA.5'+ Ty�Shy- It kk ppur[ P Stk-rt}0 {_ I -I I - (GT7('.10 +9E2S ts� W ,N 1 W CIS)me-&PS .i � Hr Doi 9 6KfG p ( $ sPr i =v c3kuw.,�s.. Z®8o 3� N �-r ; G14©®h 14 CjZ, Cr, nor- P�-� fo�8`�iLiGt DR L8 L7 W-- A! 4„ �� col, p4 t f �/r 01) I Lt'3 �taal-�,Jlo I a 3m5" lor-t EvIlLe-C " C_4 ak ld Ql l i f GI4CLG I woe,I e �i+v LA - A.' V4a 21 t- 4 ., gN � N d- ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MAN CAVE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION G pP FLO`;� ;pp EU REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER Su -co K-_So f Lo o 2 �- 27 Z�%oo4- IPROJECTNUMBER DATE V71(7 &/0117 �lsll% TXU'04(15(P fpsvlS D P�cMCi 4RCHITECT 41 —.—N.PMi`�lCo E G4114e-I •CdS(JP'PZOdID GoNN ZXtL I)DL NEADEL W / Ih"PLYwooD(-•- 6LVED £ Nra,LED �^+� ��4 ZXQ TOY PLATfi h TAGC' ELF P SSOCH s�o'✓s � pe, deeNLN�s Uz p�(v.1I.L1._ cLos,rL,�I..a.us ZX4 ST ubS �ICn'O, C• e QC0�11DE S(MP6oN SY4- � . 7"oP i FSotToM pLATF� azh"o , c , Ur.-K-r' 7-0 '� ,/Z"pS X LT.', P,CS. @ Z'1 Q,C.. „ o/PL 5/8)'g A 8 a E9 H BADS a v, °j z s a z�.s a T, i FooT tr.>Cn f7�Tp.lL NT5 MAXIMUM HEADER SPAN wau HEIGHT sru0 sPaclNc , 2 2 2 2 f �WMMW 9�P,BT W EM OE tom+3f MW A' EVIL 90 OF fEAOER ,G-0' qt IbRE 18' 0.C. 2 2 3 3 + + = WALE TOP PLATE CR M no (NOT En FOR 8'-e Hm WM15) -- SP1l3:R uJKu AKD NYIID W/,60 WS 0�8' O.C. STNfiCENED BO1N 9pES) stwp EACH sm AS REOL= WnH sm LSTA 18 OR MIS 16 WOH 14-100 NIBS - HEADER SM FULL LEM SNOS NOTE 9MP50LI 15' PAT SW MAY RUM MIS 16 OR EOWL AT KA M ONLY STRAP EAr.51 SM1 AS REQUIRED WITH — SBM SP4 OR SPS WITH 8-10d X 1 1/2' NABS POINT BEARING HEADER CONNECTION DETAIL VS. 3I4LT�6,PLY o-5 Pee.- E+'C. . F�oocc YL'JSS'rS ,7F,G 'z x4 ToQ PLP-TF V I Lx�4 ST'�.o5 Q I � P;'C. Zx4 �ottpM QCp.Tt, -3 Architectonic Inc 806 DELAWARE AVENUE !A P FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARC HITECTONICI NC.COM STATE REG # AA26003348 P" COPYRIGHT 2017 ROOF SHEATHING NAILING ZONE INFO, ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES: 19/32" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL. & STICK OR 30# FELT COMPLYING W/ ASTM.D226. NOTASP�LT�BHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR TAS..107 AND SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR BE INTERLOCKING. I SGL�E�YEC� j I 1 � j �e l6u ®cC r m 1; I I � .3j�FLt MtN, i'Z.EAD 2 x l3lsc..k•u-!4 �I IT II j 12 x IZ i t I 5171 Rt1•l4FJZ. STAIR SECTION �-'.- rGe r P t�.r.rS 1'CY 4 6TW>5, Cl;b 24'O,e- 4 EwmoM FLP,TE- 4TG.l4a FCo0I'G L t. 1 If k � IT " t r / r n ' e R QD �'A PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT I CONSULTANTS ' REGISTRATION P��`®f F`OR0'. f A�" PEL J. S S" r r l;� =�G REVISIONS KEY ' SHEET TITLE / SHEET NUMBER F PROJECTNUMBER{Z;\�004. DATE 3 /117 6ePef,7 t tp eeKm-k*T 1'iP�E�InG.P.G�j <l1FiL�Cmt�a Ol) )ate F> L-T ovEr- .15 ` fiD}[ P(-YWcx w/(oa.PkIty 5tr1�2ot.s Ne-z'a'z--o ZX4 4 FA6 X At-u" . 's Cc., 5 a��s'�e-�•r �T�gw�a-Tooa tjz PI'=Y�.1A�� 21i(o drSC".-- , e CoA�`�`� o� B` PSM $V(t FA2c1A �+, 1 #5 6A>r IN FI��EP Z-O IJZ` pr-O Wji,,t.t_ oia P•T. tXZ F ar-tj c" O V E-r 1 r`yi LA l-P�`C't QAJ ?-A [ � 1FL_`tL -'oa > 6"F' FLho21w1C f13 �Iq ppG ��t1 oil Yf'�c• zJyz tr��� .� / Yz"¢� �t�� dry s/g"ycgLl �Zi Crse��i aF •8" 3+" L tea- t eu( 3*5 �iD S 1 hS F I L"L - P rl CCINNFCTOR SC4FL1111 F TRUSS ID BEARING POINT(S) TRUSSACTUAL UPLIFF(GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-ATG EACH 1030# (1)HETA 20 i8i0# 9-30dxl-1/2" D-DS 3sT BRG 9804 (1) HETA 20 181011 9-10dxl-1/2" 2ND BRG 1150 (2) MTS 16 2000# 14-10dxl-1/2" D6 EACH 1152# (1)HETA 20 1810# 9.10dxl-1/2" FGA In & 2ND BRG 564# (1) MTS 16 1000# 14.10dX1.1/2" 3RD BRG 564# HGUM 7.00-SDS 100D# 8-5/8 X 5" TITENS & 21-1/4" X 2-1/2" SDS FLA-FLC EACH 0# (1) MTS 16 1D00# 14-20dx1.1/2" FLD-FLG In BRG O# (1) MTS 16 1000# 1410dx1.1/2" 2ND BRG HANGERBY TRUSS COMPANY FLK-FLL EACH 0# (1) MTS 16 1000# 14.10dxl-1/2" G-GRA in & 2ND BRG 1154# (1) HETA 20 1810# 9.10dx1.1/2" GRB in BRG 7217# (1) HD98 9920# 7/8" DIAMETER, ANCHOR BOLT & (3) 7/8" DIAMETER THRU BOLTS 2ND BRG 4734# (1) FGTR 5000# 18-SDS-1/4" X 3 & 2.1/2" X S" TITEN GIRD15T BRG 2045# (2) HETA 20 2500# 12-16d V BRG 2209# (3)MT516 3000# 14-10dxl.1/2" GRE in BRG 500# (1J HETA 20 1830# 9-10dxl-l/2" 2ND BRG HANGERBY TRUSS COMPANY GRF EACH 544# (1) HETA 20 1810# 9-10dxl-l/2" GRG EACH 2209# (2) HETA 20 2500# 12-16d GRK EACH 500# (1) HETA 20 1810# 9-10dx3.1/2" GRW In BRG 825# (1)HETA 20 1810# 9.10dx1-1/2" 2ND BRG SEE COLUMN TIE DOWN DETAIL KING JACK in BRG 743# (3) HETA 20 1810# 9-30dxl-1/2" 2ND BRG 593# (1)MT516 1000# 14-I0d14.10dxi-1/2" HIP LACKS In BRG 157# (1) HETA 20 1810# 9.10dx1-3/2" 2ND BRG NAILEDPER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1) MTS 16 1000# 3430dx1-1/2" ... .,.�,. .vm .nry VrMt I Unrn»nUr UnaWm+U3. INAJV]Ut" IKU�L,1 DATED 5 11 2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. Si TRUSS LAYOUT FORTRUSS ID AND STRAPPING PLACEMENT. te, T-the_x - ,ADOLC w/ C4 ) 3f.41'p rNEw 90c.xS T-4 I GK STTPF.4. C.oG.. 6 ✓a t.S ( m IZ4X12vk 114L PA'4 s P,Lk7T. L�� `cr) ;/4 i«o Y A 4t � � ♦ S__,0_ _ 0 � t N F4 �tec��t' Trz�SS TAF VE:r J L�4tt ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION Y EL J REVISIONS NO. DATE REVISION L Z t//SCI7 a� KEY PLAN SHEET TITLE / SHEET NUMBER 4 p B W tJ 6 V O F' t i�Zv y PROJECT NUMBER DATE V 41-7 7 Tp-4%/191D 'T I ARCHITECT PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN If TYPE CASE) PRESSURES WINDOWS ZONE 4.47.9 -50 CUSTOM WINDOW HS-8200 PVC FL# IMPACT 3/1V TAPCONS 017„ D.C., 6" FROM CORNERS WITH 1-1/2- ZONE S -57.5 SYSTEMS, INC. SLIDER 16735.1 MIN. EMBEDMENT 1-1/8" DISTANCE TO EDGE WITH CENTER CLUSTER @ 3" AND 3" WINDOWS ZONE 4.479 -65 CUSTOM WINDOW PW-83W PVC, FUl IMPACT 3/16" TAPCONS @ 14" MAX. O.C., 6" FROM CORNERS WITH ZONE 5 -57.5 SYSTEMS, INC FIXED 13010.4 1-1/2" MIN. EMBEDMENT AND 1-1/8" DISTANCE TO EDGE WINDOWS ZONE 4-47.9 •60 CUSTOM WINDOW SGD•8900 PVC FL# IMPACT 3/1V TAPCONS @ 18" MAX. O.C., 6" FROM CORNERS WITH 1" ZONE 5.57.S SYSTEMS, INC. SLIDER 21103.1 MIN. EMBEDMENT AND 3" DISTANCE TO EDGE WITH CENTER CLUSTER OF 8" AND 4" WINDOWS ZONE 4.47.9 -60 CUSTOM WINDOW SERIES 8300 FL# NON 3/16"TAPCONS@6.3/4" MAX. O.C., WITH A 1-1/2- MIN ZONE 5 -57.5 SYSTEMS, INC. 4093.1 IMPACT EMBEDMENT, 1-1/8" DISTANCE TO EDGE AND 6" FROM CORNERS WINDOWS ZONE 4 -47.9 -67.5 CUSTOM WINDOW SERIES 9400 FL# IMPACT 3/1V TAPCONS P 143/4" MAX. O.C., WITH A 1-1/2" MIN. ZONE 5 -S7.5 SYSTEMS, INC. CASEMENT 6890.1 EMBEDMENT, 1-1/8" DISTANCE TO EDGE AND 6" FROM CORNERS DOORS ZONE 4.47.9 -67 THERMA-TRU OPAQUE FUf IMPACT W TAPCONS 014.5" MAX. O.C., WITH A 1-1/4" MIN. ZONE 5 -57.5 CORPORATION FIBERGLASS SINGLE 20468.4 EMBEDMENT,6" FROM CORNERS, 2" MIN. CLEARANCE TO DOOR MASONRY EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOORS ZONE 4 -47.9 -50 THERMA-TRU FIBER -CLASSIC AND FL# IMPACT 3r X 3-31V ELCO IS 14.5" MAX. O.C., WITH A 1-114" MIN. ZONE 5 -57.5 CORPORATION SMOOTH STAR W/ 20468.11 EMBEDMENT Z" MIN. CLEARANCE TO MASONRY EDGE, 6" I SIDEUTE FROM CORNERS AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR WITH CENTER CLUSTER @ 4" & 8" DOORS ZONE 4 -47.9 -50 THERMA-TRU FIBER-CLAi51C AND FL IMPACT 3V X 3.3/4" ELCO @ 14.5" MAX. O.C., WITH A 1-1/4" MIN. ZONE 5-57.5 CORPORATION SMOOTH STAR 20468.12 EMBEOMENT2" MIN. CLEARANCE TO MASONRY EDGE AND W/OR WITHOUT 4" MIN. CLEARANCE TO ADJACENT ANCHOR, 6" FROM SIDEUTE CORNERS WITH CENTER CLUSTER O 3" & 7" GARAGE -24.3 -42 CLOPAY BUILDING OSIU-1F371 FL# IMPACT 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT, WITH STEEL DOOR PRODUCTS 16107.9 TRACK CONNECTED WITH W-20 SS BOLT AND NUT, CONNECTED TO STEEL TRACK BRACKETS WITH 5/16"Xl-5/8" LAG BOLTS ROOF OWENS CORNING OWENS CORNING FL# 6•ROOFING NAILS PER SHINGLE WITH 3/8" DIA. HEAD, 1" FR ASPHALT ROOFING 10674.1 EDGE OF SHINGLE AND NOT TO EXCEED 8.1/2" O.C. SHINGLES THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOK USE OF PRODULIS Ua I W wK I MM ° I NUR.r UM. i nc nwcr i H,"�c yr , Hc°c PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPUES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. du 3O Ff L-r ovE� 5j8" CPK FL-Ywc:x>Ti' WI(oLh3hlLy 3tr'ti'SaT3 4Z-01- F-= s�t�tc Faun ALaLM .Dec? ZY, t S�FP2cla PCE:-7 ra Cc., TuWSSE i .�� �-'+�--�� SPp•AC 1 N4t34R'.w a on) # 5 !s as rrJ F I �I av CF mot_. IjZ` E wl. ,L.l of -I Y.T, cxZ 1 L �h L.I t-JJti`C`I caAJ i Gt"J+�P� , (ll- cauit- ra E s .ii=`tit L• . cz) CsSr-�s4p OF 8 �hdt �L®ckt J/ Y1c CO3vr L-I ti-T r- 1 �h * LAD'aO®owS 8" CD1aCi - L.K V4 N1 #+r5 g�rP S I II IF T L.L, P> 5-tuc� - _F7 . CONNFCTAR cruet 11 F TRUSS ID E BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(5) UPLIFT(GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE) A-ATG EACH 1030# (1)HETA 20 1810# 9-lDdxl-V2" D-D5 1"T BRG 990# (1) HETA 20 1810# 9-IOdx1.1/2" 2N0 BRG 1154# (2) MTS 16 2000# 14-lOdz1-1/2" D6 EACH 1152# (1) HETA 20 1810# 9-30dx1.1/2" FGA In & 2ND BRG 564# (1) MTS 16 10D0# 1410dz3-1/2" 564# HGUM 7.00-SDS 1000# B-5/8 X V TITENS & 21-1/4" X 2-1/2"SDS FLA-FLC O# (1)MTS 16 1000# 14-30dx1.1/2" FLD•FLG JEACH 0# (1) MTS 16 100D# 1410dx3.1/2" BRG HANGERBY TRUSS COMPANY FLK-FLL 0# (1) MTS 16 1000# 14-10dxl-1/2" G-GRA BRG 11541i (1) HETA 20 1810# 9-lOdzl•1/2"GRB 7217# (1) HD98 9920# 7/8" DIAMETER, ANCHOR BOLT & (3) 7/8" DIAMETER THRU BOLTS 2ND BRG 500# 18-SDS -1/4" X 3 & 2.1/2" X S" TITEN GRD 1'T BRG 2045# (2) HETA 20 250D# 12-16d 2"d BRG 2209# (3) MTS16 3000# 14.10dxl-l/2„ GRE 15T BRG 500# (1) HETA 20 1810# 9-10&1,1/2" 2ND BRG HANGERBY TRUSS COMPANY GRF EACH 544# (1) HETA 20 1810# 9-IDdxl-1/2" GRG EACH 2209# (2) HETA 20 2500# 12.16d GRK EACH 500# (1) HETA 20 1810# 9-10dxl-1/2" GRW In BRG 825# (1) HETA 20 1810# 9•10dx1.1/2" 2ND BRG SEE COLUMN TIE DOWN DETAIL KING JACK la BRG 743# (1) HETA 20 1810# 9-10dx1.1/2" 2ND BRG 591# (1) MTS 16 1000R 1410d1430dx1-1/2" HIPJACKS 15T BRG 157# (1)HETA 20 1810# 9.10dx1.1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES TRHcc in¢n°nnnnnu-nA 48" O.C. 672# 1 (1) MTS 16 __ - 1000# 1420dx1-1/2" - ----- -- - - - - - • ••-•.• ...r.�,,., n.., Rnc vl Unq"xu"U°- tMAMUM I KUDS, JU6 # 74322. TRUSS ENGINEERING DATED 5 11 2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. [' o l-( X t 7-"Lar.oe, 5e ' / A" rNld-K• hAVVLJw '-J/ G4) % IIA" IC14 5? . L.- CAC,. C ' 2'0 13'y0-9Z"p P IZ Xt2.vk ?.k4m A4aC V\6 a' cat • II q ^• r , Q L C9 147 A,, i t 0 ti 1/4'1 Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONIC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION OF FLO g • ,�p,EL J. s��' , e , , it9s t,• _ ED REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER E"c� Eel ��-�o ►., S l� 4 of / NUMBER 04 IPROJECT ,�� DATE 2i/?%t7 (Ag r7 TP-4K/istm eet4"-T I ARCHITECT $TCAPP ON %R. �efwp 4L.m r jl"1}CCo oIJ / 'rue" - $ RI'! OVJ �1$ � �E�-o��jT !_r �f'!✓G. 121�rz ��x, gur— coc,.�,✓� �t-�s ss�s M 3CQ f t A Lu-hK SEPAGTAF rr Z c %cx.«sz K�if0c- A9V%r(0nNIl- Wco 'i»f— TYQIC�kC. x P4T5 r�Z9 M z x P G 4 : ,, K?5*t3 L-05 2� W/ I5 Pt Ad= �A , Ilf ca4, 4JT-s FA-K* FP�� �I �A M � -- '� • — • 3 =° s 1 A LCc��`t C.Tt C) Q 0 FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. S-2 6" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 12" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BAR CONTINUOUS. F-3 16" DEEP X 30" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS AND # 5 TRANSVERSE BARS AT 48" O.C. F-4 36" SQUARE CONCRETE PAD FOOTING WITH # 5 BARS @ 6" O.C. EACH WAY BOTTOM. C r 1 L k _ 4 11 1a 1 2d,_ ar, 13 �4 to in F©UQ7—>As�-n , ♦% Cog =4" ,_da to A u Architectonic 1 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL"' CLIENT CONSULTANTS REGISTRATION OF FQ) C'j ®Q . ELJ, 968 4.; REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE I SHEET NUMBER f 0 u-ft-Z pNT t 0 K3 A-� of NUMBER V CC]� IPROJECT DATE V-?)l /7 T'aTR>zA�� I c_7-- ' ARCHITECT Architectonic Ir 1 L v✓� N v 2 Z'( tit � r err g' ru J o, c a wC �H 0-0- irt-tar-7 Z;l(1 ±� �- i Gr' �iy-- ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE L-IFI GROUND FAULT PROTECTION Y PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO j CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 5G SMOKE DETECTORS DOORBELL c M CHIMES 3„ �a ,T(L C3� -Sao r1�t�I✓ #'3, �N ��, w I C41-r,- T (f•" V-cof P15C Y !ef 3/e, -*<0 tt-I Z C-1 m # 3 1 NA -rtT--v lla C,LPli SFEEC_ ew NC�- 10- t7Ka JC-I� GC�f> C-CD ELECTRICAL LOAD CALCULATION HOUSE 2367 S.F. LIVING @ 3 VA 7101 VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA POOL 4500VA MISC. 3000VA TOTAL 34301VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 9720VA A/C BEAT @ 100% 18000VA TOTAL 37720VA 37720VA = 157 AMPS 240 ULTIMATE MANCAVE 3068 S.F. LIVING @ 3 VA 9204VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA WELDER 12000VA AIR COMPRESSOR 8000VA MISC, 3000VA TOTAL 51904VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 16761 VA A/C BEAT @ 100% 18000VA TOTAL 44761VA 44761 VA = 186 AMPS 240 HOUSE 157 AMPS ULTIMATE MANCAVE 186 AMPS TOTAL 343 AMPS USE 400 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. im Y-4 vP/4 F� lb 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONIGINC. COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT ' CONSULTANTS i REGISTRATION @� OF FLO YS T_i i REVISIONS d:]WIT SHEET TITLE / SHEET NUMBER F\?-e7T 'FLn m rTC._ tFL-ec--1m-t C-AL t7 IPROJECT NUMBER pC. DATE jlv-c 59 16 t WrA,rh6 0LO-)tC. ARCHITECT Architectonic In 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34960 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUCIE COUNTY, FL CLIENT ® CONSULTANTS REGISTRATION of FL Qy eO� p EL J. g� Y • i °i REVISIONS NO. I DATE REVISION um77m SHEET TITLE / SHEET NUMBER l C---r PG I C Ate. t - - a -7 � PROJECTNUMBER\7oa� DATE 3/y�17 6 r7 I . • Y. ♦• •' ° I •' •a •• a .° iF► T� IF a ►• ° 1 • 'i •'' U I• I4.31 U •• y rl • v ♦4 • o • o• I uu • • r•' a 1 r• rr I • � I v•• � • • •. u TABLE R30'l f`I IMATP IAIA fFf•rliO4DM1e 1`nFCN:N 1^.f?ITFRIA WIND DESIGN SEISMIC DESIGN CATTEGow SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMeW AEOUIRSd' FLOOD H42AR� AIR FFWE201G Bt0E7.1 MEAN ANNUAL TEMPt GROUND SNOW LOAD Spo•tl° Topogrphk L •/beT•M NA Weetwi • Frow11m daptM° Termh4° NA So ftR30i.2(4) NA 11 Negligible NA 1•I Very NA NA NA SAtMozEs . L STMCnM LWNBIFR TOM HOVI-M 42GRAM OR BETTOR VATH 1000P-&L MO. UBFBSTOM VALUE. L CONCAETE70BE3MPS.I.MN.FORBEAMSCOWNNS,ANDFILILeDCMMCOMaIMSMSAND FOOTINGS m ZSOD PS,L NBN. 3. R1RNORaHG SIEELSHALL BE GRADE 60 Olt BETtERWnN 3WAM. LAP, G CONCRETE COVER OVER RONFORON6 STEEL: FOOTINGS 3• REAM 1-1/Y COUNNNs 1-I'm S. FRL{SORj51LA11BEPLACE Mk*rSNDTTOVCCMD1YAND OONRACIFD TO A DWOMM DF SM MOOD" PROCTOR DENSITY. L ALLODNPONO/TS OFTLBS STRUCTURE NAVE BEEN DESIGNED& SELECTED TOwfnLTAND WIND FORCES PER IMF"" BUNDMCON 2M EDITION- 7. DOOR&WWDOWASSEMKYCOMDMWMTOKCOtMMSY MMN7FAcTuREIR FOR WIND FORCES PER THE FLORIDA BURDIHGCOOE 2D34EDITION PER VMD LOAD OOVAI NCE DESIGN PRESSURES. L PRECAST] a*4m uwm TONAveemmmum Ewm& SEE UNM SCHEDULE FOR ADDITIONAL NNORMTION, 9. MR METHOD OFATTAWMENT OF DOORS & WINDOWS, SMATTACHED PRODUCT REVIEWAFflDAVrr- *wm ALLSUMSOFIsTRON6 impkooucTswCONrACTWnNTREA7w UNAMSHNLHAVEA LWMK MZ-NMCDAMG OR BETTER. 1�17FLSWED11tE UNTEL No, LENGTH SAFE GRAvnY LOAD APPLIED GRAVITY LOAD APPLIED UPLIFT LOAD / BEAM Li YID" 6113E EZ�72;49 L2 r-v 61230 anwiT`WL3 4r-W SimL4 4r•6• 61134 LS S'd• 53651t BF16/1T.*16 1.6 5'LO' 43609 _.. 209.30 8F16/11413 L7 6r-C• 34800 ism W16/1T-16 LS 71-V 26624 ._..__ 26340 8P16/37-16 L9 9'd' 18430 11331t 8EY6J1T.16 L10 1ar-6^ 153M 9149 8F26J1T•16 L11 ilyd' 136" _ 798• — 8FY6/1T 18 LU 12r-0' 12540 — — 723A wi6/1T•18 L13 :IrAw 107S0 606• SF16J1T 16 L14 w-Or 10024 559R 8FI6J'1T 16 L 15 10-8' 13701! 5190 _ _—_ SFIG/1T*18 1 L6 isw i2we 4&SR RF16/1T 16 L 17 17 41' Wool 4040 8F16/1118 L 18 19'd• 75" 3470 8f16/SY-16 L19 21W 5980 _ 3060 8F16/11•16 L20 2:e-W 5504 -. 2950 MS/11•18 LZ1 2e-w 4SO4 -- 2670 i * W1T4B LINTEL NO.GRAVITY LENGTHSAFE LOAD APPLIED 6Ravm LOAD SAFE UPLTFr LOAD APPIIFD UPLIFT LOAD Cd1FPO5NE BEAM R41 52060 26m 1111WIT-16 R42 sm" 2SM 8F34/1T-18 Rl•3 4S67419600RLd 424" 19WRL-S 312W 24590 _... -- --- 166M SF14/114B RL-6 i4620 8F14J1T--16 RW 9r-R' 15684... - ..__ .113E SM41IT 25 NOTES: ALL LOADS AID IN POUNDS PIER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTELSIZE. , SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. tsT �L ooit 12 8c 5,f• 2LLD �t_oGt. 1171!>e 5,F° L Cti11 C Z-Q'D SL Ft 401 3 a sVF, L• Certification for Desien load Comoliance L DESIGN CODE: Florida e5Wp5P-T7AL, code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is:_L(_Endosed_Partiaily Enclosed_Open Building 3. Risk Category _I �11 ^lll —IV Exposure Category: 68 _C _ D Adjustment coefficlent it C+ 4. Design Wind velocity mph ASD LRFD End Zone Width fL S. Mean Roof HeightZ5rft Roof Pitch: 5:12 Parapet —ft 6. Components & Cladding Design Pressure used: (PSF, based on ActuaE sq. ft. @ Sot ' MRH(worst case)) Zone 1: -3 Zone 2: ! 3V l Zone 3: -)W v4 Zone 4 - 7`(r9 Zone 5:-nSGarage: Z 7. Design Loads Floor: 9!1 PSF ttoof/Dead:5PSF Roof /Live � o PSF Balcony: 9fLPSF Dock: ___PSF Deck: 9B PSF Stairs: _26 _PSF� Fence: PSF Railing: _PAF & Were Shear Walls Considered for Structure? A Yes_ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? _-A Yes Not applicable Explain Why Not: 10. Design Sol Bearing Pressure:2000 PSF Soil boring Test required Yes XNo (based upon section 1803.2 exception) n s 4 • � � Q _ _d 61 d" JL •r 6V� pc . • CQr ,t $ O I l OL + PL I I,�LI U I� +e ii Ja 0 QN I rg 1 QIII �" O a . ♦ a •I k I FN• e IL� � _ 1 w� L_r° ! � IZ Xl2 � CoT1C2ET� Bt,oelL �„% 1 ctotrt wj 4 ks V`AM*, I t $11� 414 Cal cot%` 4°J 1 100 40�----�i 5C ve Sc7e �F�uC�. t_OV•JCaE ,� ioXt9x U .. _,. A I L X&S 0 3-•4• .E.`t - �,,•,y, Zoo8., r6 ! C•tgj r�112i9 4-' y� LtS w"r5 vw. ctb Sla �F !o vy/"t,> _ a fY � A OSP 6 14x'bx g4fit._ _ Pe - - g4 Cr1•. o � • N eit-61- 0C , O tea° ortv¢. 6,r7* d' TIkN(ww }cl�twv' N aaL-c � -A. <Z,A=ACoe- t'14cr.� �a ARCHITECT Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F. 772 460 4244 W W WARCHITECTONICINC.COM STATE REG # AA26OD3348 COPYRIGHT 2017 PROJECT TATAROWICZ Ind i i ULT�IMATE LI � \T MCAVE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION REVISIONS �1q t�i SHEET TITLE / SHEET NUMBER F�Q.Sc �L©off, e N PROJECT NUMBER DATE 31-1 It 7 J "i&M9 6W iC7: ARCHITECT 0 :Inc DRYWALLANDFURRINGATTACHMENi P.T.1 X 2 FURRING @ 107 O.C. FASTENED WITH 1 /a" CASE HARD NAIIS 'h" DRYWALL FASTENED TO FURRING wrm I yr DRYWALL SCREWS @ S" O.C. PERIDR6TERAND I2" O.C. FIELD. 5/r DRYWALL FASTENED TO FURRING WITH I I/S" DRYWALL SCREWS @ r ac PER8RTER. AND I2" O.C. F0-D. NOTE: STUCCO ON RIBLATH OR PAPER BACKED WARE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORETHAN 6"(.G ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. W PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3L• CROWN ENGAGED NOT LESS THAN (3) STRANOS OF. LATH AND MIST PENETRATE THE WOOD FRAMING MEMBER5'K' MIN.. • . - DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ I2" O.C. WITH THE DOORS AND WINDOWS FASTENED WTTH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WLTH A MIN. OF I-'/.' EMBEDMENT nffO CONCRETE (THROUGH• FRAME) BUCK SHALL EXIME D BEYOND THE II4'TBRIOR FACE OF THE FRAME PER 20I4 FLORIDA BUILDING CODE WITH AMENDMENTS. OPIIQNAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS ' AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW . AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL MENDBEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. twS(ooa ELoc.IL ° _ a Qlt. ZXt� 5 t1(-,K wA 311G x (pycoa's @ O .° i?ITZ)C& SLICK b4 yzX5yr� - -001L�D t�EOIaS v�r Z I� ° _ '� : YdrayHs�S ,,-- - o a6'u vtlz SCaeCo WIU'pC>+N WA•rIm pCoo¢��Cr� Gcon�e�ecE sE�.r< aL+cic INsr'�°'J CTYP. e� qcc 4• Sci>�S� rfASHlK7 PP-741 � :d. 3 • G ` GY l01._ 4�+ Qa>�i��u�:rr■�i=�wwoi��ir■�►:irras�■►w�■��+�r«wira��lia«'�rtir��!aua�=o.�os■�a'•�u�us�t�atll�ti��i II •� is n '� rr.';r � �1 � L+• � IN r.— r • Vr, II ■ ■ ,I ■ ■ _w 6�' uE��t �vIlt7 %-A " 13 "- 4" :- /1!o j S F-C '© k3X> f CoOe-- CL Nd' J V-4 ZLI"4`4 Architectonic Inc BOB DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T. 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT2017 PROJECT TATAROWICZ ULTIMATE MANCAVE ST. LUC1E COUNTY, FL CLIENT CONSULTANTS REGISTRATION REVISIONS SHEET TITLE / SHEET NUMBER A- 2 ,. PROJECT NUMBER t \7 O DATE 317117 '6k-b*obwtc ?.. FLOOR TRUSS NOTES 1. Do not load floor trusses with construction to ds such as concrete blocks. 2. Do not install floor trusses upside down, refe to engineering sheets. 3. Install strongbacks per drawing to improve III or truss performance. 4. Apply rigid drywall ceiling directly to bottom c hords of floor trusses, or brace with 2x4 lateral & diagonal bracing s aced per engineering. 5. Chases are shown with dotted lines and may also be placed in other trusses. Chases must be centered between bearing p ints, & are not in girder trusses. 6. Review this document to insure mechanicals can pass through floor trusses. I I I I I t I I I l l I _ Fir I I I I _ FL<% I - FLC I 2-2X LEDGER BY BUILDER FLG TOP AT 11i I I FLG I FLG I t FLO I FL13 I — FLO I I — FLO I 1 I FLA I _ FLA FLA. FLA FLA FL A FLA Go FLA FLA FLA FLA ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 22' - 29' IN L ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers a FRAMED BY OTHERS 1 1 1 I —1-1 U —mac I 1 � 1 1 1 1 1 L1J 1 1 C0 CO Of Of o " r I r N x T I 1 1 1 1 a W —� I/2" 0 T— FLF FLF FLF FLY FLF FLE FILE ----� I I I I I I I I I I ---I—-----------------------------1---------------------------- — I I I I 26' 8' 19'-4" I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-4" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 17'-6" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 21 ABOVE FINISHED FLOOR 2-2X LEDGER BY BUILDER TOP AT 10'-7" BEARING POST TOP AT 9-4" .'--��� �%.�-` CLOUZSED AREAS ARE OF �\ SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY INDICATE DEVIATION FROM \...PLANS..do �..�_-�• FGA MATCH POINT ENGTH Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) 16d nails @ top & bottom of 2x4 vertical block. I- Lich 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d malls @ each vertical. Locate STRONGBACK as close to bottom cord as possible. STRONGBACKS are recommended to MINIMIZE VIBRATION OCONNECTIONS DESIGNED AND SUPPLIED BY OTHERS SHOP DRAWING / SUBMITTALL REV VEO ❑ APPROVED AS NOTED .1SEANDRESUBMm QREJECTED JITTAIi REVIEWED FOR DESIGN CONFORMITYAND .ERAL CONFORMANCE TO CONTRACT DOCUMENTS �Y. THE V'RACTOR IS RESPONSIBLE FOR +NF$tMINr 4 CORREI ATING DIMENSIONS AT JOBSITE F IR ERnN ;i FAPANIQ N TIE£ FABRICATION PR S ANC, NNIDUES ES OF taNSi RUCTION, c0 NATION OF HIS vVljRK WITH OIHUb 'RADESAND FULLCOMPLIANCE WITH CONTRACT DOCUMENTS Ni__ Date: Archlte&onic Inc. n — ` Fort Pierce, FL 34950 � 0.00 12 \\ m / ko \ / s 94-40 1 l 1 3 1/2" 1 1 / t / upset--I/2" heel=3' / \ SQUARE CUT END ./ \\ 4 X 2 Top Chord — r- LEDGER HEIGHT 10'-T I END DETAIL: TYPICAL FLOOR TO 4DGER ORAW MO I gums TAIL M iED DAfallOhl■OAe NO'IeD Anal REetealf ONJECTED — — Ardtitltldonro Inc. Fat Pili FL 34950 0.00 12 ~ �♦ / 9,-4" / t 1 1 I 1 1 3 1/2" / \ upset=l'-21Z heel=l'-8' \� SQUARE CUT END r —' 4 X 2 Top Chord 1 `1 WALL HEIGHT 9'-4" / \ END DETAIL: TYPICAL Fi/ RT 191e] D31] 10- 3- E 6-7-0 SPAN DEPTH IMA 20- 2- 4 1-6-0 1 18 19-8-4 1-6-0 1 18 23- 0- 4 1- 6.0 18 10-0-4 1-6-0 18 19- 7-12 1- 6 0 18 9-11-12 1-6 0 18 Eli 4- 9- 0 1 4-5-8 1 1-6-0 1 18 13.0 FLK 19-7-8 19- 3-12 I FLL 16-7-8 16- 3-12 11- 6.0 1 18 14.2 This chart has been included as a tool to help evaluate floor performance. Floc truss perform ance is not a safety issue. Bounce and deflection that is acceptable in one building may not be in another. S/D= SPAN to DEPTH RATIO, sham as a number & graph line. MAX=Maximum S'D recommendw The higher the S/D and the longer the graph the bounder the floor will be. The way to improve performance is for the building designer to reduce the truss span and/or increase truss depth. Refer to FLOOR PERFORMANCE / REDUCING VIBRATION, attached. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT is SIGNED & RETURNED The legal description of the props ty where the hms,a will be indel ed Is; - -' The undersigned aGmoeledgm anted agrees. ' 1. Trusses will be made In strict accordance with Sys truss ptaaement diagram Ieyouk wt" lathe sole sulgttly for delen mining-succil"M fabrication of to trusses. 2.Alidimensions In this layout have been wedged by the undersigned. .A ud".a written ill Is provided by cert8ed rrw to Chambers Truss within ten 00) de i of dswEy the uhderstgrad apneas tat no badtther"ll will bebt til allowed. .In the evert such written nuke Is Banished Chambers Truss snap haw twee (3) Ik�1h days In which borepays revalred, w to subsdbue oaMuusass, at Chambers W 4. The undersigned edvnwledges receipt of "SCSI 1-07 su mwy sheor by TPI & VITGA. 5, Degvmy Is to Job she. R Is the bLW%'resPonslbWy to make the Job lilt suitable for dogvery. Chambers Trim has the $ob authority to determine to subbaty of the job site oY a portion of the job site for delNary. Chambers Truss will be respons"s for champ degwry any. The buyer is responsible for additional delivery expenses 5 Chambers Tnas has t redegwr because job age Is not Prepared for delivery or buyer Is not prepared for delivery o/ busses. Buyer Is responsible to Chambers Tma for lowing costs duo to ate condmone. 8. Pike as shown Ili paragraph 7 below Is subject to change If any changes are. made bj Ws layout. A $50 per boor fee for TOM" may be charged by Chambers Trues. .7. -This Is a PURCHASE ORDER to Chambers.Tnas of the sun agreed to, or if nIl agreement a reasonable peke. Invoke wig be made on delivery and paid %ift terns of net on delivery. Invoice maybe made at adaduled data of delivery, 9 buyer nand eocePi delivery of fabrlceled trusses. The undersigned agrees to pay Chambers.Truss reasonable attaney'a tee for collectkns In event of payment not timely made. 1-12 % per momh c rdw daig , will be added for all sums not paid -within terms. - - . S. Signature or Initials anywhere on this sheet considutes agreement to all terms hereh 9, In consideration of Chambers Tres ehdendtg credit for U* matdd the undersigned uncondgonely guarantees Payment when due of any end all kndebtedneas owed to Chambers Truss by any entity receiving materiel and the undersigned agrees to pay such indebtedness IncWng attorneys fees, I default In payment for material be made by the recipient. 1. 10. In the event of my I figallon concerti this agreenrent, the gems BuNahed hersurWer or payments referred to heroin, the parties agree that the scale Venue for any such action will be Salt Lucia Count', Florida. 11. Design msponsMUm are Per -National Standard And Recommended Gdde&es On RaaPggijbigges For ConstmctIon Using Metal plate Coreheded Wood Trusses ANSVfPWVTCA 4-2OD2-' 'DATED AspreaderbarmaVbere"per'ECS['1-03"fopmvmtk jn&dwnv4l l.. Multiple ply tresses must be fastened together per engineering before they are set; failure to do so can resulli roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the mesa erector. 'Study the contents of the Information packet Included on delivery before setting trusses. . Tmnw mustbeastard braoad pefdesigntiD prewsrt"&darna g Trusses must be set plumb and square Do not' ;pet bunks or stack of plywood, roofing material or any .,'other 24bentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED ViIITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC i — --r —� 3106 Oleander Avenue Fort Pleni Florida=824423 800.551-5932 Fort Pierce 772466"2012 Fax 772,M-8711 Vero Beach M-669-2012 Stuart 772-286-=2 9G.U/93.2 MITI 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 7 4.2 35 Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 5 TOTAL Load 37 7.2 80 Duration Factor 1.25 1 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 25'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 K.u.L. Itestrainirlfl Dead Load C.B.=Continuous Braci Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildino Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: 74322 Scale: 1 /4 = 1' 226 total trusses, 55 different trusses. MI 4: RLC ACAD: RLC Reviewed By ATTACHWOS Date: 05/09/17 AHD THB A@SPONSIBILIIY OF THE FOR CONTUCTORof RECORD DELILA MCKENNA DESCRIPTION: TAAROWICZ CAR BARN PAGE 2 of 2 CUSTOMER INITIALS EACH PAGE 74322 I A=LIFE SAFETY WAF KING This symbol identifies Life Safety Warnings t iat should be read given special attention by all persons installi g trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE ET AT 2.-Oz ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES UST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. All DON'T LIFT TRUSSES WITH SPANS LONGER Th' 30' BY THE PEAK. 30' Span or less A 0 degrees or less 30' to 60' Span AL SDre der Bar 1 2 a i Ap rox 2/3 to d/9 T Line sDOn approx.Linil e �— of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set his way if crane used. Twes is on example, your twss may not match. This is an examp e, truss may not match. nsist crane operator sets truss this way. Insist crane opc ator sets truss this way. All load bearing walls, he ders, beams & lintels must be in place at indicated height before trusselc A are installed. A AIF2 HANF=>I—E NOTE UNLESS NOTED ELSEWHERE ON THIS LAYO JT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AN A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. SEAT PLATES BY C U REPRESENTS A HANGER Hanger Schedule 7A �r TT T A C r-- AV7 Girder Nails must be as shown. Guide tabs Dome angle nails. BERS HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 22' - 29' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers v5c rry ocU Carried truss aUi .111, Carrying truss --.. — — .- Hanger ID -- - - - --- - Fastener Carried t for -uss Fasteners for Carrying truss *Please refer to Standard Engineering pacxage ror general IS 10d=0.148"x 3" 16d INDICATES LOAD BEAI REQUIRED BYTRUSSI SUPPLIED BY BUILDEF AT A HEIGHT OF 1T-6" ABOVE FINISHED FLOI INDICATES LOAD BEA REQUIRED BY TRUSSI SUPPLIED BY BUILDEF AT A HEIGHT OF 20'-2" ABOVE FINISHED FLOI ,ULIVrJ Uu urawuu-S -.a--E,---. ?" x 3 1/2" � I I NOTES: INTERNAL BEARING WALLS AND POST REQUIRED AS SHOWN ON THIS LAYOUT. * ALL CEILINGS ARE FLAT AT BEAM HEIGHTS. * FLOOR SYSTEM DESIGNED 18" DEEP 4X2 @ 2411 O/C. MATCH POINT MW CORNER DETAIL apse =1/4- heel=4 1/16* SQU4RE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL FABRICATION AGREEMENT' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where tie busses will be kmtalled la: - the undprslgned aelmpwledges and agrees: .. f: Trossea v�R tea made In strict accordance WWI this buss placasast ,� Arch is the sob autludty, far dettartdNng.sua esafW fatrrkatgo of the trussma. layout 2. Al dimensions n this 1=have been vadRed by the trMerclgried. S. UnYeas written notice k provided by aatllled mar te Chambers Truss within ten (10) days cl de* the uriderslpned agrees that no badrelaryea wrl !b eroaed..In the event such wMbn notica 4 fwnbhed Chambero Tams shar have three (3) days n wNdp to been repairs regndred, a to substlbge oaaclnmaes, at Cpambars OP , 4. The undersigned aduwwiedgos receipt of SCSI '-03' summery sheet by TPI6 Wrl 5, Novery Is to Job site. R is the buyers'rosporoIl to make the Job alb wrable for darvery. Chambers Tnres her ,the sole aWpority b detert,Yna tiro suRabaly of the Job slte oY a Portbn of the Job sib for dervsry. Chambers Tres■ will be re■pons@te for dump dl",, only. The buyer b rasponalbla for addltbnel delvery expenses r Chambers Tams has to mill because job ohs b dot properod for delvery or buyer b not prepared for delivery of busses. Buyer Is rospansible to Chambers Truss for towing costs due to pre oondRbne. 8. Price as shoswn h paragraph 7 bebw is subject b clangs R e■Y changes are. made In ' this layout A S50 per liar fee for reNalons may be Barged by Chambers Truss. .7; This. Is a PURCHASE ORDER to Chambers, Trims of the sum agreed to, a if nA„ agreement a reasonable price. Invoice vdr be made on delvery and Paid within term of net on de -1y. 1n,101 a may. be made at scheduled date bf del R buyer cannot eaepi darvery of fatulwted trusses. The undersigned agrees to pay Chamber■.Tryss reasonable atlomey's fee for collectrons h everd of paymem not timely made. 1-12 %per month servjw cherge w@ be added for err sums not pekl'wMNn terms. . S. Signature "Initials arrywhere an this sheet ccnstibdes 89memwd to all terms harem. e: In eonalderstlon of Chambers Tens extending credit for this material the undersigned unconditionally guarernbes payment when due of any and all kidebtedness owed to Chambers Tres by.■n7l entity moshrng material and the undemign■d agrees to pay such Indebtedness Including sttpmays teas, If default In Payment for material be made by the redden . '1Q In the event of any Adflagann «pnceMng tMs agreement, the Rems furnished hereunder a payrants rsfered to henah, the.l>enles agree that the sole "nus for arry such action wa be sake lixde County, Fill 11, Design responslblabs are per "NatImAl Standard And Rebarm drided Guidelines On Raeponsibli tle■ For Construction Using Metal Plate Connected Wood Teases ANSVrPVWrCA 4.20D2- .. DATED .•-'� . SIGNED FOR TI1LE -• Multiple pry trusses must be fastened togither per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the reisponsiblilty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. T KNM mustbesetand braced po►deelgn to Pad"& ` Trusses must be set plumb and square Do riot"t bunks or stack of plywood, roofing material or any other cdlicentrated loads on trusses, this can cause collapse. DO -NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERBD WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plerdej Florida 34982-8423 800-551-55932 Fort Pierce 772-46SM12 Fax 772-465-8711 Vero Beach M-569-2012 Stuart 772-2863302 ' 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department FORT PIERCE Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Fkror Top Chord Live 20 40 Top Chord Dead 7 4.2 35 Bottom Chord Live 10 Non -Concurrent 0 Bottom Chord Dead 10 3 5 TOTAL Load 37 7.2 80 Duration Factor 1.25 1 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 25'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: 74322 Scale: 1 /4 = 1' 226 total trusses, 55 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-joic d'-9>7 Date: 05/09/17 FOR DELILA MCKENNA DESCRIPTION: TAAROWICZ CAR BARN PAGE 1 of 2 CUSTOMER INITIALS EACH PAGE 55 TRUSS DRAWINGS ARE ATTACHED Td LAYOUT 74322