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HomeMy WebLinkAboutBUILDING SITE PLANSs TAB VAY' om 10 F.P.L. EASEMENT �'-..,.. OPOSEO 5' 1EWALKF.8.1 71ANSFIM9AU� W.V. ADIUS - 100.00' (.t°UnTi yFysAM 4PA A...13'11i aE A AORe . z3.16' aA p(2tVE pa� t SET I.R.lk C. P`141E 7•M'"27• E _ Eli I (Ls4276) 61sas SITE BENCHMARK ELEVAT1tRJ •• 8.08' I NORTH AMERICAN VERTICAL DATUM PAINTED TMANME �_ Itow'Fur h /MMk� Ad FO.I.R.k C. M S.F. AVALAW FOR +•j.\ OWAIUATNMI OF 0.8•S.D.S. \ r z \ 1 \ i 5, sa ow 56 .. CONCRETE/AAVER� DRIVENPY. Ci Y 913 LOT 16 In ��` �+ :SJB "VACANT' "PROPOSED" STORY RWSkDENCE 15V ti r w SB � R,gQ� low• TM�' �$ N A Em CD :., 1P1 t] 'N°: W WrSED IRRIGATION (Ir91t�LL S 89'41'31" E 91. ' COMMON AREA. INGRESS, ElYtESS. UTI AND DRAINAM EASEMENT _SITE PLAN _ tad r'S JU,J 7 'o'g Permitting Ue,,,,71 t St, Lucie Cou I nii'. C. LOT 18 "VACANT' C. C </ REAR PORC DINING ROOM -1 k._ q TC, l 'okS ` yl ((�)) Pii/✓i2Y o -X.r C^ _$S.J %?G'-$ -. �hI — Yn BEDROOM #2_ — 1 _... ` /.. GREAT ROOM ' MASTER BEDROOM i_ 1-— 1 I Q 0 KITCHENco 71 j BATH #2 s l i3 \ ao t � !N } C� 01/ 1 HERS V IS ;EBB Ci. I II Li I I f / �I ❑ AcCESSIBLE _0 � C3 , l , 1 �' BEDROOM #3, STUDY �, , MASTERABATH FOYER ---' (� L4 ��'.P"-SS Cyr op _LAUNDRY _�I�\Lv s= SJLl.3.?i_.::_6/35 M00 /f UD ROOM' Z" - / \/ \m � I O r �IX _FRONT PORCH l L�,av- . LAwor, I `NOTE: I // �® WALL BETWEEN GARAGE & RESIDENCE X 1 TO BE 1- HOUR FIRE RATED w/ 20 MIN. . DOOR ASSEMBLY; INSTALL 5/8" TYPE "X" DRYWALL (1-SIDE) I /v 2 CAR GARAGE, _ , O N �NI A i I \ I I w/ E SCALE V4 RE Cc ST. LUCIE COUNTY BOCC FILE COPY GENERAL NOTES: 1. THIS IS A NEW CBS HOME ON VACANT LAND. 2. ALL STRUCTURAL FRAMING TO BE #2 SOUTHERN YELLOW PINE OR BETTER. 1 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. ALL CONCRETE SLABS TO BE TERMITE TREATED ON CLEAN COMPACTED FILL WITH 6 MIL VISQUEEN VAPOR BARRIER. 5. ALL CONCRETE TO BE 3000 PSI. FIBERMESH. 6. ALL REBAR STEEL TO BE GRADE 60. 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF. 8. ALL EX FERIOR WINDOWS ARE INSULATED, IMPACT & LOW E, PRESSURE RATED FOR 128 MPH WIND LOADING, INSTALL PER MANUFACTURERS SPECIFICATIONS. 9, HVAC CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 10. ELECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTING CODES & 2017 N.E.C.. 11. PLUMBING CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 12. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FBC (6"' EDITION) & ASCE 7-10. 13. GENERAL CONTRACTOR/OWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. _ AREA CALCULATIONS: A/C AREA (1st FLOOR) 2267 S.F. (2nd FLOOR) 946 S.F. TOTAL (A/C) 3203 S.F. GARAGE 644 S.F. IO N FRONT PORCH 345 S.F. REAR PORCH 315 S.F. TOTAL 4507 S.F. CUBIC VOLUME 31,792 CU. FT. Desi n by: 4.M1 RICHARD A. JElVIISON P.O. Box 5616 Ft. Pierce, Fl. 349,54 \\�\\\\ I' GI I( 7/12t),215-5623 0-O SC41VNED St Luca County /9oa-oiooy i tp . BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE; FL.34950 REVISED OP � (nzt 772-267-1399 06/06/19 AL'"\\\\\ \ RESIDENCE SHEET I! I I MAX & ALIE CLEMONS 1 BOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 TYPE DESIMATICIN t Fum vom mm I b a MUD r ottANTttr OF ;5 RCw Ar WHOM OF LIM chm 16-18/14 y y1 I�i MK1IH �Kw AT TOP 1$A r1t wim At 1tF' 1, (1) mo. �i-112' iiEt� i� A v ua N a � tii't.9tTiL WY SF32 SF28 BF24 SF20 i s a Actaa ' Tzo+ �� PRNM twu MLI,= 8178-113-1T FOR UNTELS UP TO 8'-0" SPAN ML2 SF16-10-IT FOR LINTELS W-0" TO 16'-0" SPAN k3 = SF24-18-1T WHERE SHOWN ON PLAN WED ON CA5r•fitt€T£ LINTIVS w:1fiN4�TE 90 IFf mo KPf% t 8t Comm MASONRY LINTEL DETAIL ILMTH ' SAFE GRAVW APPUM`fA4� '., LOAD ?�F`�+ � 1 7` s��y S/ t. 9Q%� 215'a -71 �.4yp� SF24 `r/r3 4,9 oa cup 7s , / o p •1 t'& 7 ro a '4 / So� 7 56 As 9 71 Boa FOOTM } NOT IS 11 SCALE %" SECT 9:2,11 w � Y SECTION D-D 1 ,/ SECTION E-E Design by: RICHARD A. JEMISON P.O. Box 5616 eecFl.349.154 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. REVISED FT. PIERCE, FL. 34950 T772T 772-267-13" 06/05/19 RESIDENCE SHEET MAX & ALIE CLEMONS 3 BOWDOiN P.E. #70878 1406 LONE PINE DRIVE PORT ST. LUCIE, FLORIDA OF 7 REAR VIEW . cs- FRONT VIEW SCALE''/a" SCALE ''/<" /2 5%a _ LEFT SIDE VIEW SCALE'l." 0 Design by: RICHARD A. JEMISON P.O. Box 5616 . Pierce, F1.3495a 2,1/5-5623 !ti . C ENs F BENCHMARK ENGINEERING 0� 87 2 ` OF THE TREASURE COAST 806 DELAWARE AVE, ` OF FT. PIERCE, FL. U950 REVISED (772) 772-207-1399 06105119. ®Nt* A RESIDENCE -SHEET \��\\\ //11111100 MAX & ALIE CLEMONS 6 BOWDOiN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA PRODUCT APPROVALS :.... Opening Dwipn Produ*tfudad I Manufacturer .. ........... Modal Number .._-._---.-.... . Product Approval Glass Mathod of Attao6meM y - ve 4236 .-so 'R D$O -F .7,9",/ .S filo %ff,7Ccrhr.S .°�ailrG.Gc 417? +� � z�a 6,04-K /QG N� r/.v NSFif-5 6d race iv .cs@%6 a cc CIA a: �35 -¢Z cl�,c(iG s33 y �/ N r$-oh.t'• .� 'f' .`- ,p44 C/11D A4 ° - 90 L �aA47S TZS 9-Rt8 "i�� Pic sTc rCst�t A �f� CYAt(..i1'dsK d7S-'✓',S,F"¢2 /A O zP r Kee RESIGN M METERS AND AS4UMP71 USED: (complete all that apply) 1. DESIGN CODE: Florida ZO! 7 Cod( 67vi Edition with 20.47--Supplements using ASCE 7-10 2. Structure Designed as (check one): Zinclosed ___ Partially Enclosed _,Open 3. Risk Category: _I �11 _Ili — IV Exposure Category: _B $I" C D 4. Design Wind Velocity /- Z- mph ✓ASD _LRFD End Zone Width: /O ft YUtr'=/7p��� S. Mean Roof Height .Zz ft Roof Pitch: _ 0 :12 Parapet: ft 6. Components & Gadding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): '-04�-9 -ice 3 jtS/ = a a Zone 1: M /� Zone 2: //. Zone 3: o- a Zone 4: m o Zone 5: a, c7 Garage: , 7. Design Loads: Floor: PSF Roof/Dead: /fl PSF Roof/Live: Balcony: PSF Dock: PSF Deck: — PSF Stairs: PSF Fence: —PSF Railings: PSF 8. Were Shear Walls Considered For Structure? 'Yes „Not APpllcabie Explain Why Not: 9. Is A Continuous Load Path Provided? ✓ Yes ___Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: SF Soil Test Reports Submitted? Yes Q IGN MOFESMONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to _ comply with the applicable structural portions of the building codes currently adapted and enforced by St. Lude County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: e (_� 17Z TYPICAL SECTION SCALE %rr _fix_¢ e��11/P-✓x,dM!� Au_ ve-�lo�-L`s�s'arx lam'°. SECTION X-X SCALE V4r' Y ELECTRICAL NOTES: ALL CIRCUITS LOCATED IN WET AREAS IE: BATHS, KITCHEN, GARAGE, LAUNDRY, ETC.TO BE (GFI) GROUND FAULT INTERUPTED PROTECTED. ALL OTHER CIRCUITS TO BE (AFI) ARC FAULT INTERUPTED & TAMPER PROOF PROTECTED. PROVIDE DETECTORS IN ALL BEDROOMS & CARBON MONOXIDE ALARMS WfTHIN 10' OF EACH BEDROOM AND IN HALL ADJACENT TV KITCHEN WHEN GAS APPLIANCES USED. (2) # 310 & (1) #1 IN 2" CONDUIT AMP OAIt1Et. ELECTRICAL LOAD CALC'S Existing Service Feeder Size: 200 AMP _ Existing Panel Size: 200 AMP Main Breaker Size: 200 AMP Number of Breakers: 30 Existing Loads 3579 Sq. Ft. X 3 watts per sq. It ........................... 10737 watts 2 Appliance cir. @1500 watts each .................... 3000 watts 1 Laundry cir. @ 1500 wan s each ...................... 1500 watts GAS Range @ 8 kw ................................................. 0 watts 1 Dishwasher and disl psal @ 1500 watts each...... 3000 watts 1 Microwave @ 2000 watt ......................... _ _ 2000 watts GAS Water heater @ 4.5 kw ................................ 0 watts GAS Tankless water heater......... `........................ 0 watts GAS Dryer @ 5 kw .......................................... 0 watts 1 Refrigerator @ 1500 watts ......I ................. 1500 watts 3 Bathroom 1 @ 1500 watts .......................... 4500 watts 1 Sprinkler Pump ....................................... 2000 watts Total 28,237 10KW First 10 kw @ 100%............................................10,000 watts 18,237 Remainder @ 40% ................................................... 7,295 watts 10,000 A/C heat @ 100%........... ........................................ 10,000 watts Total watts '�7I295 Divided by 240 volts = 114 Prepared by: RICHARD JEMISON Date: 10/27/18 �' "'-7 NO.4 145. W RE TO 5 WWM XW REBAR M SLAB Desugn by: �NO.4 C1 WOE TO 5/8 DIA)e RICHARD A. JEMISON CU GRND RCA M Ufa PVC SLEEVE P.O. Box 5616 Ft. Pierce, Fl. 349,54 2a RIGID U& SERVICE FPL. (772) 215-5623 _ELECTRICAL RISER \\\\\\\1111111 !! A. /,� BENCHMARK ENGINEERING OF THE TREASURE COAST * Z i 805 DELAWARE AVE. _ FT. PIERCE, FL. 34950 0 (772)772-267-13" �•, STA 0 Watts REVISED 06/05119 SEJtc RESIDENCE y SHEET MAX & ALIE CLEMONS7 I11IBOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 PRODUCT APPROVALS 7'r. Ob Opening Design preaaatit �3S S�Z Product Rated `Type a�O SU Manufacturer ,4 Motel Number s O80 s Product Appraral 7%.'�r/ Glare - Method of Attachment 3/rho' T�F�Cdrf<5 /fiCORC" Eita7�� P T s %fora ! `r(SS S _ •7�r'corls w r z G'As/G i�r716�D ' 8 r s1 y f 03a $�!a$'�, z 'lf...� + a-rlZ% yG 'r l �e�o J%6la �, Kam, ZZ) 5 ;V �d >�<fc i+ rG3 !(o-ru1 P rr.a+c,tl� S/o1>e �35 - s� v! .s/ 5'�i �1AR t _..- .t3 61 Dp(a,0�6 �/G = sr�Ore/1�' rY G' .LX o11A,C a - 90 .rtrJrr< ZS-1-RLd3 DESIGN ML&NEM AND AMIMPTIOINS MQ: (complete all that apply) 1. DESIGN CODE: Florida Z PV 7 Cod( (Pl wi Edition with 20 _Supplements using ASCE 7-10 - 2. Structure Designed as (check one): ZEnclosed —Partially Enclosed _Open 3. Risk Category: .,_I V ii-,_,-RI _ IV Exposure Category; �e Y'C _D� ; 4. Design Wind Velocity /9_ Z' mph ✓ASD ___,LRFD End Zone Width: /� ft 114a,=/7o/yy'# S. Mean Roof Height ZZ ft Roof Pitch: 0 :12 Parapet: ft " & Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, dearly label on all plan openings): ,//, l; rx4` 9 -Y83 zmD & Zone 1:j-4' Zone 2: "^ //. Zone 3: 0.6 Zone 4: o_ o Zone S: ,o D Garage:. + 7. Design Loads: Floor:._ SGO .PSF Roof/Dead: /0 PSF Roof/Live: �O Balcony: PSF Dock: PSF peck: — PSF Stain: PSF Fence: PSF Railings: " PSF S. Were Shear Walls Considered For Structure? Yes TNot Applicable Explain Why Not: , 1aI3 9. Is A Continuous Load Path Provided? ✓ Yes _Not Applicable Explain Why Not: Mri 2 10. Design Soil Bearing Pressure: _PSF Sell Test Reports Submitted? Yes DESIGN PROFPSSIONAL CERTIFICATION STAT0NENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to _ .... _ _..._- .............. comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lude Y County, I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: 5.._XLLL.-.S e 16 a . r _ TYPICAL SECTION SCALE %'r iV ARCH. FIBERGL. SHINGLES - OVER PEEL & STICK ON 5/8" CDX V PLYWOOD SHEATHING NAILED w/ 8d RING SHANKS @ 4" ON EDGES & 8" IN FIELD X i SECTION X-X SCALE %„ M ELECTRICAL NOTES: ALL CIRCUITS LOCATED IN WET AREAS IE: BATHS, KITCHEN, GARAGE, LAUNDRY, ETC.TO BE (GFI) GROUND FAULT INTERUPTED PROTECTED. ALL OTHER CIRCUITS TO BE (AFI) ARC FAULT INTERUPTED & TAMPER PROOF PROTECTED. PROVIDE DETECTORS IN ALL BEDROOMS & CARBON MONOXIDE ALARMS WITHIN 101 OF EACH BEDROOM AND IN HALL ADJACENT TO KITCHEN WHEN GAS APPLIANCES USED. (2) #" & (1) #1 /N 2'r CONDUIT • sr- NO.4 UG& WIRE TO 5 CONTNUOUS FEDM IN SLAB NO, 4 aL WM TO 5/8 DIAW CU. CAM ROD IN We PVC SLEEVE 2a WO U& SSRW.,E FP.L. _ELECTRICAL RISER_ CODE COMPLIANCE ST. LUCIE COUNTY BOCC Existing Service Feeder Size: 200 AMP Existing Panel Size: 200 AMP Main Breaker Size: 200 AMP Number of Breakers: 30 Existing Loads 3579 Sq. Ft. X 3 watts per sq. f............................. 10737 watts 2 Appliance cir. @ 1500 watts each.. . ................. 3000 watts 1 Laundry cir. @ 1500 watts each ...................... 1500 watts GAS ' Range @ 8 kw ................................................. 0 watts 1 Dishwasher and diWsal (u� 1500 watts each...... 3000 watts 1 Microwave @ 2000 watts ............................. 2000 watts GAS Water heater @ 4.3 kw ................................ 0 watts GAS Tankless water heater .................................. 0 watts GAS Dryer @ 5 kw ........................................... 0 watts 1 Refrigerator @ 1500 watt; ...............- 1500 watts 3 Bathroom 1 @ 1500 watts .......................... 4500 watts 1 Sprinkler Pump ........................................ 2000 watts — Total 28,237 10KW First 10 kw @ 100%.............................................10,000 wafts 18,237 Remainder @ 40%.................................................1. 7,295 watts 10,000 A/C heat @ 100%::..................................................10,000 watts Total watts 27'295 Divided by 240 volts = 114 Prepared by: RICHARD JEMISON Date: 10/27/18 t Desia_by: J RICHARD A. dEMISON P.O. Box 5616 aiw'5623erce, Fl. 34954 BENCHMARK ENGINEERING = ra 3d`OF THE TREASURE COAST F W _Z 805 DELAWARE AVE. FT. PIERCE; FL. 34950 (/72)772-287.1399 REVISED 04/16/19 Sg p N s RESIDENCE SHEET MAX & ALIE CLEMONS 7 BOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 REAR VIEW z _FRONT VIEW SCALE''/<" A m (-7 0 RIGHT SIDE VIEW. SCALE Vim 12 55" _ LEFT SIDE VIEW SCALE !14" �, CODE COMPLIANCE ST. LUCIE COUNTY BOCC Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 BENCHMARK ENGINEERING to o spp ec = OF THE TREASURE COAST 806 DELAWARE AVE, ~ sT /0F PT. PIERCE, FL UM +p •• °° �` � (772) 772-287-1389 i REVISED 04115119 �lllll I I I111����\\ RESIDENCE SHEET 6 MAX & ALIE CLEMONS ROWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA - SECOND FLOOR _A/C DUCT LAYOUT �> 8� � Ui1Ls�lmli FLOOR JOIST PLAN SCALE '/a" 0v4� M RIE- D FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Desi n by: RICHARD A. JEMISON P.O. Box 5616 jwt1/7�l rce, Fl. 34954 G. V' (70 X, lj/�-5623 BENCHMARK ENGINEERING o OF THE TREASURE COAST LL C]X -` 805 DELAWARE AVE. FT. PIERCEFL.34950 a,(. (772)T72-267-1399 �e %i REVISED 04/15/19 S/O ���� RESIDENCE SHEET MAX & ALIE CLEMONS 5 BOWDO[N 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 �,- 0 sue` �u I I I I! I I s I I I�— i I I zjs I � � I I I I I � I I I I I I I —ROOF TRUSS PLAN_ SCALE 114ly I LC— __-- En- e3i -cb—\ - E i I -- -�— I I NOTE: - - TRUSSES TO BE DESIGNED FOR - I (2) AIR HANDLER UNITS W/ V T & G PLYWOOD PLATFORM _ _ I t I I I _ R��EWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 5- /0 - (/ ,..... Desi n by: RICHARD A. JEMISON P.O. Box 5616 \\\\ftJ I*i4WgppFl. 34954 -56k3 s ° BENCHMARK ENGINEERING OF THE TREASURE COAST 4 806 DEIAWARE AVE. FT. PIERCE, FL.. 349M REVISED o•• .,3sN3?\ (772)772-267.1399 04/1,6/19., RESIDENCE SHEET MAX & ALIE CLEMONS 4 BOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 TYPE KSIGMATth T = TELED 04 pTW / U + WILLED a, wow OF }s fam AT WHOM OF LYTTEI CAW'h' �8U8 8F8 012 8F16 16.18,/1 » titWN oe`: III di%I KOWAL HE09w r— Imo\ q(AT M WAR CRGI!i �.�. OF ATT 00 • � �, LOW r 8F32 8F28 8F24 8F20WTU F[pt cxw < •, 91 INTEL (vws? $F8-18-1T FOR UNTELS UP TO 8'-0" SPAN ML2 SF16-10-IT FOR LINTELS 8'-0" TO 16'-0" SPAN k3 = 8F24-18-1T WHERE SHOWN ON PLAN pgo ON W-ETsiTi UNTEM WWI WY ETT USED 4% OPRM AY ETK NEER. MASONRY LINTEL DETAIL U34M t SAFE GRAVITY LOAD APPLIED Qi#A LMOAD r { T APPLIED E�IIFI ISM 7-6 3 ,¢„ -Z i 3e,�7 c��¢5- z=%o' 8 974 / 2>-- % 4�b /45'0 4445 7f . 7 /o, 0 4�8-'4 5-0 6 0 Gr. /f 5o S 750 /t it z-5 3S`o / 2,3/ L , ` ¢' e �o / o0 I 4/ o , . 3 74 ✓7,!r 15 4 o"sla /K5`® CBS f d o /6 6 So '' /00 If l7 70_6" 365�3 675 STANDARD BEAM HOOK �.. - ...+..... r. ........... ...... '... ........... ...... . r�- e• _e r.� _ _ _ p o f — �A- 7 AF.- Cal` yµ•4 _N1N C, At I y A a 4" 3000 PSI FIBERMESH CONCRETE om' i ON 6 MIL POLY VAPOR BARRIER ---{ OVER CLEAN 95% COMPACTED ® i TERMITE TREATED FILL e .3 - zi z7rzz-.: A yi A ���2._L.t f A u I a� I I i p� I 6 I Q /7 I 1 � _ N L f A FOUNDATION & BLOCKWORK PLAN -- SCALE %„ 4'♦ j ��rpr pl RE�VI CODE COMPLIANCE ST. LUCIE COUNTY BOCC ♦ rr ♦.. « l « 'f' ' a8"_- i _ SECTION D-D _ ry . 11 -, f *Y• SECTION E-E Design by: RICHARD A. JEMISON P.O. Box 5616 {�623 4954 7087 BENCHMARK ENGINEERING OF THE TREASURE COAST 9 :Two +!6/ � 809 DELAWARE AVE. 'Q • / 0v� \ FT. PIERCE, FL. 34960 ®P1 O �y \� (772) 772-267.13" REVISED.; 04/15/19 _ SHEET MAX & ALIE CLEMONS 3 BOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 ZY c I PLUMBING RISER _ REAR PORCH _ATTIC SPACE _ — —*�-- 1 �I .- -- % J. BONUS ROOM )I14 - - o \ ATTIC/STORAGE �,� — �_ _______—__ . a _ ST� RS �q I - �± sTAIRs RISERS & TREAD,): {�� • ( A THE SUM OF2RISERS +I TREAD MUST EQUAL BETWEEN 24 & 25. ..... � RISERS NOT TO EXCEED 7" &TREADS ` SHALL NOT BE LESS THAN 11 ". I� ;f a SPACE _'ATTIC _ i � o FRONT PORCH _GARAGE _ 2"d FLOOR PLAN 8 SCALE Wo REMEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FLOOR DESIGN: LIVE LOAD 40 PSF Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Ft. 34954 @171P),, f15-5623 BENCHMARK ENGINEERING m ! * OF THE TREASURE COAST 806 DELAWARE AVE. i TATE OF W = FT. PIERCE, -FL. 34960 i ®`. (772) 772-267-13" °f REVISED 04/15/19 F `r ss/ONAV \\� RESIDENCE SHEET MAX & ALIE CLEMONS 2 ROWDOIv 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 RA0111S - 100,00' S0 s -o ., C.A.-1316'06" Ov SEW �� A5�' � 40 C P ARC = 23.16' gA N!F- 1k1, P.t qR Ktp6'1 1 SET I.R.4c C. 4.4Z P1v4o,21" E ' 6iL i (L84276) F NALONE. s 1a 6y� 1 SITE BENCHMARK lip.�/�, pG, ELEVATMN . 8.08' AN v VA" r ° / P'i1.P.C.P. " I .4'i VEf"CALL NORTH DATUM wr+et A ..� DAY PAINTED ORANGE PAINTER TRIANGLE 1 :1y : saa�me F tic 10) 10' F.P.L. RAUlUSwl5. { p pCCEss >�" • -�,. EASEMENT PROPOSED 8' �. ,. %DEWALKF.PAm . E aT,v 11 FD.LFL& G l 15. SB q cONCRETE{PAVER DRIV'EMp.Y .' arAiEce P1�7CN/BPiRv LOT 18 'q �Ssy 'VACANT" LOT 16 RI MlfY 'i 9C "VACAhr at $TQlRX RESIDENCE Ai _ V. ° 11.06 N.A.V.D,' TO 1 S8 ,asw zaoa a osB 41b `" ca `: PD SE Utal C. YELL P OSEc 1RRIGaTK1N �(L� ) S W41'31" E 91. COMMON AREA, 840RESS. EGRESS. U AND MANAGE EASEMENT (2' T SITE PLAN _ 0 A REAR C PORCH / DINING ROOM /10 L _ s/sf ez i .- 1 Ae _ - prrzx�- �� BEDROOM #2 t �•� GREAT ROOM I/ ' A/14� MASTER BEDROOMC _ _.. - —.�-- KITCHEN I _l p �. I-... I / z `� BATH Q #2 �� �o o- p ` Al O �t 011 co - I -HERS HIS T. I i 3' I 3 ACCESSIBLE BATH @ 0 ' BEDROOM # 3, STUDY_ �, ' ^ , MASTER BATH _ ass _ , FOYER - , .� Q _, oQ -10_ 3DB67 y LAUNDRYI L + ' MUD ROOM'I _ / O Q 1:x — Da .............. ;- rarnress� FRONT PORCH Ir 4 'J✓� —J x Ge is D4, -- F gig ----- - NOTE: 3C.` WALL BETWEEN GARAGE -at RESIDENCE TO BE 1- HOUR FIRE RATED w/ 20 MIN. DOOR ASSEMBLY; INSTALL 5/8" TYPE "X" DRYWALL (1-SIDE) 06 _ 2 CAR GARAGE. 1 I - FLOOR PLAN w/ ELECTRICAL. SCALE %„ 0,- 610V,* REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE CO' GENERAL NOTES: 1. THIS IS A NEW CBS HOME ON VACANT LAND. 2. ALL STRUCTURAL FRAMING TO BE #2 SOUTHERN YELLOW PINE OR BETTER. 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. ALL CONCRETE SLABS TO BE TERMITE TREATED ON CLEAN COMPACTED FILL WITH 6 MIL VISQUEEN VAPOR BARRIER. 5. ALL CONCRETE TO BE 3000 PSI. FIBERMESH. 6. ALL RE BAR STEEL TO BE GRADE 60. 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF, 8. ALL EXTERIOR WINDOWS ARE INSULATED, IMPACT & LOW E, PRESSURE RATED FOR 128 MPH WIND LOADING, INSTALL PER MANUFACTURERS SPECIFICATIONS. 9. HVAC CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 10. ELECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTING CODES & 2017 N.E.C.. 11. PLUMBING CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 12. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FBC (61h EDITION) & ASCE 7-10. 13. GENERAL CONTRACTORIOWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. AREA CALCULATIONS: A/C AREA (1st FLOOR) 2267 S.F. (2nd FLOOR) 946 S.F. TOTAL (A/C) 3203 S.F. GARAGE 644 S.F. FRONT PORCH 345 S.F. REAR PORCH 316 S.F. TOTAL 4507 S.F. CUBIC VOLUME 31,792 CU. FT. Desi n by: RICHARD A. JEMISON px 5616 GFi. uP e4e Fl. 34954 0878 * r BENCHMARK ENGINEERING 1` OF THE TREASURE COAST 806 DELAWARE AVE. R10 ./ ��\`. FT. PIERCE, -FL. 34950 (772) 772-267-13" REVISED 04/15/19 RESIDENCE SHEET MAX & ALIE CLEMONS BOWDOIN 1406 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 _5FC`Z7S .._ __ , FILE COP'y'"' SITE PLAN SCALE 1 "=20' Ul REAR PORCH 4zks H& 4D -BEDROOM #2_ NN _ I o� Lr i t / O/ 0 / DINING ROOM j <I) I PifJ✓7RY i I � U UP U _KITCHEN � 2B8o c l N BATH #2l3 /z \ e a — co i ID I GREAT ROOM O HERS M i S 1 HIS I ,eiaq' L_j Ail `O �Go. UND6FIZ 8 ? _ � MASTER BATON _ BEDROOM #3, - I _ STUDY �/' —' o FOYER01 r pI-- — . �� 1 q� r \ Ol .�. LAUNDRY N1 i s%H3.5-1:35�-- ��� azv `- - /!�'al �MUDROOM -- _- N' _ 288—. _. t ® C� a - _ - - t O° .o o i _FRONT PORCH / i i I y�rs✓ci. x P7 dG. C37-:2xl�s � / A - - - -� urpwALT _ - I AZTIC NOTE: FA413 - WALL BETWEEN GARAGE& RESIDENCE X TO BE 1- HOUR FIRE RATED w120 MIN. CIG/l%ONO-. DOOR ASSEMBLY; INSTALL 5/8" TYPE 1 "X" DRYWALL (I -SIDE) 2 CAR GARAGE, D:otllz I I I ------, --' �__ - ----- 5 - FLOOR PLAN w/ ELECTRICALN_ SCALE %" ST. LUCIE COUNTY I ING IV siON REVIEWED FOR COM REVIEWED BY ANEW DATE �44 PLANS AND PERMIT M a z I SITE OR NO INSPECTI N(SI Wllp BE hjADE ALL MANUFACTURES LABLEs SHOWING U FACTORS AND SHOO COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT MAY BB NECESSARY IN ODDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #56-St- & Well # 59-2917 Date: 2 5 / Reviewe . GENERAL NOTES: 1. THIS R3 A NEW CBS HOME ON VACANT LAND. 2. ALL S"RUCTURAL FRAMING TO BE #2 SOUTHERN YELLOW PINE OR BETTER. 1 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4, ALL CONCRETE SLABS TO BE TERMITE TREATED ON CLEAN COMPACTED FILL WITH 6 MIL VISQUEEN VAPOR BARRIER. 5. ALL CONCRETE TO BE 3000 PSI. FIBERMESH. 6. ALL RC_BAR STEEL TO BE GRADE 60. 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF. 8. ALL EXTERIOR WINDOWS ARE INSULATED, IMPACT & LOW E, PRESSURE RATED FOR 128 MPH WIND LOADING, INSTALL PER MANUFACTURERS SPECIFICATIONS. 9. HVAC CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 10. ELECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTNG CODES & 2017 N.E.C.. 11. PLUMBING CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. _. 12. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FBC (0h EDITION) & ASCE 7-10. 13. GENERAL CONTRACTORIOWNER TO VERIFY ALL DIMENSIONS AND STUCTURAL CONDITIONS.AS SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. ,AREA CALCULATIONS: A/C AREA (1st FLOOR) 2257 S.F. (2"d FLOOR) 946 S.F. TOTAL (A/C) 3203 S.F. GARAGE 644 S.F. (FRONT PORCH 345 S.F. (REAR PORCH 315 S.F. TOTAL 4607 S.F. I Devi n by: RICHARD A. JEMISON P.O. Box 5616 11H U 7CyIVA. Pierce, Fl. 34954 215-5623 BENCHMARK ENGINEERING " = OF THE TREASURE COAST W� .�\ 806 DELAWARE AVE. , / O O too � FT. PIERCE, FL. 34950 /��/� S I O I"\' �\�\� (772) 772-267-13" �� Jllll / 01/31119 SEAL RESIDENCE SHEET MAX & ALIE CLEMONS BOWDOIN 1405 LONE PINE DRIVE P.E-#70878 PORT ST. LUCIE, FLORIDA OF 7 0 I 34'6" 2.31 0 BEARING ELEVATIONS 10'0" WALL HGT. 1510" WALL HGT. 20'4" WALL HGT NOTE: I NOTE: HIGH HEEL TRUSSES HELD BACK 3/4" FROM OUTSIDF OF BLOCK. g YP) " NU I -: ALL I muSS TO VVALL AIVL/urt I KUSS' 10 12 LEDGER CONNECTIONS BY BUILDER a w w 6 v (UNLESS NOTED OTHERWISE) a ° - E$ca�ac HEEL HGT. * NOTE: ALL CEILING DROPS BELOW BEAM ARE o = 3 8 E .y > ° n � L a N -6 43 16 BY BUILDER (UNLESS NOTED OTHERWISE) o y o a c o d 8 VERIFY: * m o w t« c a� PLUM2' NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW < p 2 = 2 y- CUT OV_H TRUSS I.D. AND TRUSS LOCATION ONLY.. THE BUILDING 2 " _> N E E G DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL TYPICAL END DETAIL STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 4) $, E do) o a y >• INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o ° N 9 N., a GRAVITYAND UPLIFT LOADS. 2 2 z � E y o w _ O C a1 G FOR BRACING & ERECTION DETAILS REFER TO ¢ c o�o " a m m BCSI-03AND/OR ENGINEER OF RECORD � N y U D. y i p •� n o v o a o0a °41 REPRESENTS THE LEFT SIDE e 0 w o d OF EACH TRUSS DRAWING z t& c 9 TE a7 p C y 7 C IIIIII (NOTE: REFER TO USP CONNECTOR $ E o o ¢3 as cm CATALOG FOR INSTALLATION DETAILS) c 8 iM db _ " u Via$ m ca2 mp A JUS24 H THD46 Q THD48 o. y $ H _a 8~ m $ G B JUS26 J MSH422 R MSH4221F "ate' m a ma�=o-o�22' o.� Lj Wl0 >. oOt rn m C G C THD26 K MUS26 S--- '5 m � E � ta.9 u�{ G. O p THD28 L HJC26 T--- W.0 ct'S m ° d c a 2 c 2 c o E THD26-2 M--- U --- w 3 F THD28-2 N-- V LSTA12 O p CO O G 9 y Q 9 "m G JUS46 P JUS44 X LSTA18 a t z 2 E m HBB HANGER BY BUILDER BBB BEAM BY BUILDER 2 w 3 0 7 2�mc�ao: c F-Fj N oa Qco Z LSTA12 @TC & BC * NOTE: LSTA STRAP o F o a a rn E INDICATED TO BE USED IN m � c o ES „o 29'6" 13' 15' NOTE: ALL PORCH BEAMS BY BLDR. TOP ®12'0" NOTE BEAM HEIGHT: U 10,0" G. 2X8 RAFTERS BY BUILDER r FG01 10'0' LG. 10 0' MG. -------- ---- _EN _RLI E of _ AS -'-'--- - 1"-- n ---- --- ---- ---- ---- --- ---- ---- ---- ---- EN -- _ of - AS ---- ---- 2'— -2--, " 14'8" 9'6" 7 1014" 71,3' FG02 -... -, < G03 .; .. FG04 .., . N TE: N CHA TID L FG02 N TE: N CHA 3 TfU FGO TE: CH E PGO w 10'0" MG. 14 1" 10'4" VERIFY: VE IFY: zb ____ ____ ____ _RL_ __rE of HAS -___ ____ ____ _ _--- __-_ ___- STAIRWAY OPENING CE_ RLI -_-- HA_ _ __ z �z 10'0"MG. �� qq Q a s a a a a a. a 'a 05G. NOTE: FLOOR TRUSSES HELD BACK L 3/4" FROM OUTSIDE OF BLOCK. (TYP) _ _ _ _ _ _ _ _ _ _ - _ -- - - 1N U 1 L: ALL A1N L" L' VV ALL) J11 ON TOP OF FLOOR TRUSSES. EOR: PLEASE CREATE NEW DETAIL. 34'4" 23" 576" 18" DEEP 4X2 FLOOR TRUSS SYSTEM @ 24" O/ C Zt LSTA12 @TC CONCORDANCE WITH 9 o M ` ° y- m o" a p Zb LSTA12 @ BC CORNERSET DETAIL E m' N z a p $ $ a ° ° °m o LOADING ROOF FLOOR WIND LOAD �-s= N w 8 c s c° C a o a N 'H I .7 c a N y o_ LIVE LOAD 30 40 , ASCE 7-10m a) E a 'N _ p y F- o DEAD LOAD 10 10 160 C �p° a a)a o .�ccm:.03 yK m 5'2geg-:op C' LIVE LOAD *10 00 CATEGORY II w m o N 5 .0 t c 1­-0 `_28m^`oa_ N. O S LU E " m U DEAD LOAD 10 05 ENCLOSED N a o. o z O TOTAL LOAD 50 55 FBC - 2017 N 0-6 c o C. c 2 N p O a :Ey M 9 DURATION FACTOR 1.25 1.00 TPI - 2014 5 a 2 o ° c N a — C Z y g REV DATE BY REMARKS 3 N H L wff o" ?Ha d 2-LaB=c y am) c o° m m ii � `m � a w 18'O d m 9 E a m a.O vFS2�2`o �. m - t o ii 8 8 w - - ` a� > cE N. c'4ci2 0Z 5_ F a rn M O C p M t9 fa y m'.. O d= o `- y T^a"� ` O It is understood that above ❑ APPROVED € 8 w w conditions have been reviewed & w E � °a Y i are acceptable for the fabrication a ❑ APPROVED AS NOTED .�Ba", w,§ 12.2 o ai r = 3 ° � E at trusses, elevations, pitches, ° p a �: ° w = a 0 overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT.= ° c -'_ € a ca elevations / conditions REJECTED & all detail pertaining ❑ ~ o � 2 -a 3 8 or ; an z T to this truss placement plan. No 0 w a- 8 a o back charges will be accepted = o E a m c a C without previous written approval DATE a? m g y ; .6 E y E a w 2 2 m from an A-1 Roof Trusses E y y ;; $€ 28 c c 0 representative. REVIEWED BY 9 E 5 8 a o' ; .� C o 2 p o 2 0 0 PLAN DATE ARCH: 01/31/19 STRUCT: 01/31/19 2 m 5 0 o 5 o c m -Laoac��o=°o O CA r CUSTOMER HERITAGE CONTRACTING SERVICES w t o'0 r w 2c`om`a4=14 N 9'C .N O N N a) Ol y. to E p y 2 c N JOB NAME CLEMONS RESIDENCE E .0 'Q o a E m ._ p d_ 3 Z rn OPTION(S) $. F=p- °a .�. $ c °o m ayy m �oI �� m maorn2'Dm'm.o COMMNTY °° 3 c m a w o c° / LOT # 1405 LONE PINE DRIVE 2 s 0 p c C N ay 0 ._ y w m G ag WO 2 C F N N CITY FORT PIERCE 8 0 2 g w m °w € € COUNTY ST. LUCIE o Q) o'yLM a c c pupal - m m a p S BLDG BLDG o 2 � � :� a+ � � w a a� as _ _ O TYPE # E==8�m'ta9w y mL a° m a m 0 Fc 2 m c JOB # 75775 MASTER ° Eo p � a 'Z ` u v .N as C y •S v 2'v 1p a y •° a yl-ta°'� c O- a° 2 DRAWN SCALE ~ 2 °m 2 2 ,`o_ 0 m .5 o 4 s'1 �4� .,"� wo m 2iM 12 E.4wp Antho �w$ a0.° <" .°< DATE APRIL 11, 2019 8 ts 2 a > B a O rn ".-`�t,.•^ tl1n� -- LVA NTS z 9 $'an ac Eo rn aa ,M4p ans ryP 't�C . 0. 0 � c in d c°i -'� > taE rno ff.3.,,c ❑ o y m , 4t j 'Awl ROOF w d W fa L O' W V os E cm°TRUSSESUd$m 2.°a. c wo < po v,y', c co. .a da'AFLORIDA CtRPQRATIONSEiIAaNa"� E ,v'9y aB4d36b989999e20a51b6cde8e r409 1010 / Fax 772-409-1015 T http://www.a1truss.com CL a° C 0$ c�s13'16'�.00' Of ty(241 �ytY�s�-C%''"��/� � ARC - 23,16' B up'l 2 µ�g•'3Er 1'%.._. FI).P. '45• , SET I.R.�k C. 442' PI141E 2T" E Qi' q I (484276) �0,� & TAB 6�y'-fl8•"` iy $ITE 9ENCHMARK C� p ELEVATION . &00' I I �C1•f .0 NORTH AMERICAN va,ter ay I k .I VERTICAL DATUM DAY TED ORANGE: ,3, _..,_,__�—•-'�--�- PMNTED TRIANGLE ss 1 Blf`' EASEMENT PROPOSED S' ; SIDE*ALKr -.L� E 1 2V V= Ci 47' I xae' (Loom)FDA R.Ac C _ �0 \ ( g• i . NO &F. AVAAAAWr iOR + ,� M TAUAMN Or O.axv.& , I Qy. 44e. • \ 15. 53.88' s so4 CONCRETE II// H 4. DRIVEWAY @' aT.su' t3 omm PI LOT 18 '•VACANT" LOT 16 Rt' 3 saao' r4 Z "VACANT"' �+ .'Jf STORY ONCE 0. 0y Fl . V. � 11.D6Ai.A.V.U.� �"O 15. 0 �1D ram, �S {ry N u SET IRA C. P,�D'ItTRIGAT,ON LU FDA) (MITt2iE1l S W4131` E COMMON AREA, INGRESS, EGRI UUiT&A AND DRAINAGE EASBANT (2 _SITE PLAN _ _ REAR PORC - / DINING ROOM ./ /A� vTl L 6 :P.vrixY- �' BEDROOM #2 _ — \ _570k� \ �\ GREAT ROOM I - MASTER BEDROOM_ --- a i. < - �I a KITCHEN i T 4ILV Is _. _,rasa..-•aF �/� i � 40 �� BAD=TH #2 ` \ s i,3.. /2c idb /9oa—Dlv File Copy R VI N R IEWED OR CO COMPLIANCE ST. LUCIE COUNTY BOCC .Volb.l GENERAL NOTES: i, > S r� _ O cp / 1. THIS IS A NEW CBS HOME ON VACANT LAND. I O f 2, ALL STRUCTURAL BETTER. TO BE #2 SOUTHERN .4I%K YELLOW PINE OR BETTE f \O Is, 3. ALL WOOD IN CONTACT WITH CONCRETE TO BE >> I _HERS I PRESSURE TREATED. \ I ' 4. ALL CONCRETE SLABS TO BE TERMITE TREATED ON / CLEAN COMPACTED FILL WITH 6 MIL VISQUEEN o ; I VAPOR BARRIER. \ ; HIS _ 5. ALL CONCRETE TO BE 3000 PSI. FIBERMESH. ClN- Q 6. ALL REBAR STEEL TO BE GRADE 60. ' i 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF" 8. ALL EXTERIOR WINDOWS ARE INSULATED, IMPACT & It,i 0 LOW E, PRESSURE RATED FOR 128 MPH WIND qp LOADING, INSTALL PER MANUFACTURERS - 3 \ s�Y� O SPECIFICATIONS. O O ro ACCESSIBLE BATH, 9. HVAC CONTRACTOR TO COMPLY WITH ALL EXISTING BEDROOM #3, STUDY ,/ ' — , ^� MASTER BATH CODES. }P FOYER ry 10. ELECTRICAL CONTRACTOR TO COMPLY WITH ALL \ EXISTING CODES & 2017 N.E,C.. �� / 11Odb . PLUMBING CONTRACTOR TO COMPLY WITH ALL o — EXISTING CODES. " 0 �Q °� _LAUNDRYI 12. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 -,;MUD RJOOM cs- i FBC (6"' EDITION) & ASCE 7-10, \ zvRSN ZZtx = 13. GENERAL CONTRACTORIOWNER TO VERIFY ALL ' DIMENSIONS AND STUCTURAL CONDITIONS,AS w"- SHOWN ON THE PLANS. ANY DISCREPENCY BETWEEN THE PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER p oDA '`�� � IMMEDIATELY. -� FRONT PORCH I I U 4 Aa 4 I r ,vr� __� __ % AREA CALCULATIONS: A-7rrC _ _ _ _. �_ Ajcz5� 1 NOTE: I �I I A/C AREA (18" FLOOR) 2257 S.F. WALL BETWEEN GARAGE-& RESIDENCE ( 2"d FLOOR) 937 S.F. \� TO BE 1. HOUR FIRE RATED w/ 20 MIN. DOOR ASSEMBLY; INSTALL 518" TYPE TOTAL (A/C) 3194 S.F. } "X" DRYWALL (1-SIDE) .3 } i GARAGE 644 S.F. /V } I 2 CAR GARAGE, FRONT PORCH 346 S.F. REAR PORCH 315 S.F. f.r O I r— TOTAL 4498 S.F. I off- .ca L� CUBIC VOLUME 31,712 CU. FT. I Design b I RICHARD A. JEMISON —^ivED P.O. Box 5616 UG ile 9 AN Ft. Pierce, l. 34954 ST. LucCounty, , Permitting (772)215-5623 — SCANNED BENCHMARK ENGINEERING BY - OF THE TREASURE COAST St. Lucie County _FI �_._._ ...._. _._.,.... _ \��\ G • NUT _ _ �� ��/i 806 DELAWARE AVE. s(Z FT. PIERCE; FL. 349M REVISED rftICA►L a : oars *% (772)772-2674388 08/26/19 _ SCALE '/4" F pI c1, ,w F SEAL RESIDENCE SHEET MAX & ALIE CLEMONS BOWDOiN 1406 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7, 7 V° o Q, d � PLUMBING RISER N'; _ REAR PORCH``'' a .pl , _ ATTIC SPACE _ •� IV i AREA (no a/0 _STORAGE _ i BONUS ROOM _ _ LIT zaza 1� © .Up STAIRS ( RISERS & TREADS): ' TIJE SUM OF2 RISERS +1 TREAD _ MUST EQUAL BETWEEN 14 & 25. - - RISERS NOT TO EXCEED 7" & TREADS ! - SHALL NOT BE LESS THAN 11 ", y _ATTIC SPACE _ FRONT PORCH f GARAGE — — 2"d FLOOR PLAN d FLOOR DESIGN: LIVE LOAD 40 PSF i Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 772 It 5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 \\\\\�G\1UIIC� / - FT. .PERT 2FL134050 3 r s OF REVISED 08/26/19 SEAL RESIDENCE SHEET 2 MAX & ALIE CLEMONS BOWDOIN 1406 LONE PINE DRIVE P.E. #70870 PORT ST. LUCIE, FLORIDA OF 7 SECOND FLOOR A/C DUCT LAYOUT NOTE: THE AHU TO BE INSTALLED IN THE ATTIC SUSPENDED FROM THE TRUSS TOP CHORDS. A SERVICE PLATFORM TO BE PROVIDED AND A CONDENSATE DRIP PAN WITH A PRIMARY AND SECONDARY DRAIN LINES INSTALLED. A 22"x 54" PULL DOWN STAIR TO BE INSTALLED FOR ATTIC ACCESS. _ FLOOR JOIST PLAN SCALE %" G, H U r /'y \O♦ •y`�E S�i 3 • 8'ia —� f =m '--5+ ION Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 (772)215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. REVISED FT. PIERCE, FL. 34850 tn2► 772-267a899 08l26/19 SEAL RESIDENCE SHEET MAX & ALIE CLEMONS 5 DOWDO[N 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7 PRODUCT APPROVALS _... Opening De aign Product Rated Dare ManuBteturer Model Number Product Approval Obtae Mod" of Attachment .. � � it D80 s 3�ila�z'r�yGcr,4S'�I�vGL�C.cr*i>7�d;.c / o �3S &., ,Ay it . F3S— 2 %4!Zf fG ie l&v J`�6$ oor -33-�3 o 19 arts lOG�� �� c. v4 lVrfiLg ces . A -r' S47r � 7- -F -- c3 /T Q 6,Ofe �/F z s04' ✓Y 6. Cim a. e, dnr Tom! fAt- 9r> L .anrrrc S'iS9-Rz8 'lam PEEc . --ele-x{bEc�AB►t��EO� Gk�,WAs,r AK35 -�Z•tgo s'�/JDr1i� DESIGNS &... MUSED. (complete all that apply) I. DESIGN CODE; Florida 24;7 7 Cod(41vi Edition with 20-ZZ__Supplements using ASCE 7-10 2. Structure Designed as (check one): ZEnciosed ,_Partially Enclosed Open 3. Risk Category: _1 k II _Ili _ IV Exposure Category: _8 ✓ C _D 4. Design Wind Velocity /-EZ mph ✓ASD �LRFD End Zone Width: /a ft VVu. S. Mean Roof Height .ZZ ft Roof Pitch: 0_:12 Parapet: ft 6. Components & Cladding Design Pressures Used; (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): —//,0, w _ Zone 1: Zone 2: U Zone 3: _ Zone 4: v o/ Zone 5:� D Garage: 7. Design Loads; Floor: PSF Roof/Dead: /fi PSF Roof/Live: _ Balcony: PSF Dock: PSF Deck: — PSF Stairs: "'- PSF Fence: •^ PSF Railings: _ PSF 8. Were Shear Walls Considered For Structure? Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? ✓ Yes _Not Applicable Explain Why Not: 10, Design Soil Bearing Pressure: 2 v PSF Soil Test Reports Submitted? Yes DESIGN MMESS/ONAL CERTIFICATION SrATENIENT . I certify that, to the best of my knowledge and belief, the attached plans & specifications .have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design QAJ forces specified; X ,Ag yrW �_!'IAVXX,aj- 41 k3 1v'D S X VTM7757777-75 fl W/ ye T * WO.c, . w/ 2" UK CV. EWW & 1' STEEL'WASH£RS j!/L_.s... F xr W lowA..>/r . i r.> 0, is X_W_ Ql�l�di f %4 is TYPICAL SECTION SCALE %" ARCH. FIBERGL. SHINGLES — OVER PEEL & STICK ON 5/8" COX 4 PLYWOOD SHEATHING NAILED w/ 8d RING SHANKS @ 4" ON EDGES & 6" IN FIELD _SECTION X-X_ SCALE'%" ELECTRICAL NOTES: ALL CIRCUITS LOCATED IN WET AREAS IE: BATHS, KITCHEN, GARAGE, LAUNDRY, ETC.TO BE (GFI) GROUND FAULT INTERUPTED PROTECTED. ALL OTHER CIRCUITS TO BE (AFI) ARC FAULT INTERUPTED & TAMPER PROOF PROTECTED. PROVIDE DETECTORS IN ALL BEDROOMS & CARBON MONOXIDE ALARMS WITHIN 10' OF EACH BEDROOM AND IN HALL ADJACENT TO KITCHEN WHEN GAS APPLIANCES USED. y0o�*AWIC '(2) # 3/0 & (1) #1 /N 2" CONDUIT A.�LU'a ELECTRICAL LOAD CALC'S 200 AMP Existing Service Feeder Size: Existing Panel Size: 200 AMP Main Breaker Size: 200 AMP Number of Breakers: 30 Existing Loads 3579 Sq. Ft. X 3 watts per sq. ft............................10737 watts 2 Appliance cir. @1500 watts each .................... 3000 watts 1 Laundry cir. @ 1500 watts each ..................... 1500 watts GAS Range @ 8 kw ................................................. 0 watts 1 Dishwasher and disposal @ 1500 watts each..... 3000 watts 1 Microwave @ 2000 watts ............................. 2000 watts GAS Water heater @ 4.5 kw ................................ 0 watts GAS Tankless water heater .................................. 0 watts GAS Dryer @ 5 kw ........................................... 0 watts 1 Refrigerator @ 1500 watts ..........I ............. 1500 watts 3 Bathroom 1 @ 1500 watts .......................... 4500 watts 1 Sprinkler Pump ........................................ 2000 watts Total 28,237 Wafts 10KW First 10 kw @ 100%.............................................10,000 watts 18,237 Remainder @ 40%................................................... 7,295 watts 10,000 A/C heat @ 100%....... ......................................... ....10,000 watts Total watts 27,295 Divided by 240 volts = 114 Amps Prepared by: RICHARD JEMISON Date: 10/27/18 1 ""—NO.4 114, WIRIE TO 05 COMMIS RESAR M SLAB NO.4 (.0 WKS TO 518 DIAXB' CU. GRNO RX IN 1/2' PVC SLEEVE 17 2a RIGID t1G. SERVICE F.P.L _ELECTRICAL RISER_ H U TC \�3Q GENS- tSa�/� Vim' *— $SfoNl11 \\\\ Desi n by: RICHARD A. dEMISON P.O. Box 5616 Ft. Pierce, FI.34954 (772)215-5623 BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE, -FL. 34950 (772)772-267-1399 REVISED 08/26/19 SEAL RESIDENCE SHEET 7 MAX 8t ALIE CLEMONS BOWDOIN 1405 LONE PINE DRIVE P.E. #70878 PORT ST. LUCIE, FLORIDA OF 7