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Home My WebLink AboutBUILDING SITE PLANzl sA �__f'6_'�-Q CONCEALED FASTENERS OR ATTACHMENTS THESE PLANS AND ALL PROPOSED AREsOUCTTO ANY COMECTIOid3 ARE THE RESPONSIBILITY OF THE NEWIAED PY FIELD ImPECTOR9'R AT MAY CE ME53ARY IN ORDER TO CONTRACTOR Of RECO?.0 COB6 U VAR, ALL U - —/ -- j MAN CAVE; MAINT. SHOP_ 1 I X4N - T,-C- 4-L O��' I V1� E) f ✓ __a ST., LUCIE COUNTY BUILDING DIV REVIE D FOR CO PLI VIEWED BY AND P RMIT MUST BE KE N JOB OR NO INSPECTION WILE A[ i ml \ 1 i I _�� c , \ / / ; ` LANAUMAN CAVE f ( _-._C , WALL DETAIL. L�OlZ�/6 �• �' i I i �_ 35�f��TE. I I-.T�, ) j I f _KNEE WALL DETAIL - SCALE Y0 I l , , 14� �RV STORAGE _ ►" \ PERSONAL GARAGE _ , \ I I {{ h L COVERED LAN .�l 1o,CEILING TO BE PLYWOOD I ( 'AREA CALCULATIONS C:§7= i W/ 3/8" BEADBOARD INIF'� 0 4 / 1 f / \ II I! I MAN CAVE/BATH/SHOP 432 S.F. it - RV STORAGE 1109 S.F. CAS r i PERSONAL GARAGE 3384 S.F. COVERED LANAI 777 S.F. TOTAL 5702 S.F. IVZ7'�A 40 c: si140 / OCCUPANCY GROUP R- 'ERSONAL STORAGE ., \ \ I f LAUNDRY I �_ - - I .l --� SCANNE® Wit- Ci✓ O - O � \ T - BY f St. LUCIO County � l9 _ __ LIVING ROOM _ — m�awv CONVERT EXISTING GARAGE - � -' _.�_ .-.--••.---.,� � TOP SLAB TO LEVEL FLOOR / LATH & STUCCO DETAILS: LN ALL LATH AND LATH ATTACHMENTS TO BE CORROSION -RESISTANT 3/8" RIB WIRE LATH Design by: ATTACHED WITH ROOFING NAILS WITH MIN. 1$/a" PENETRATION IN HORIZ. FRAMING & %" C i _ — — — — — —� RICHA" A. JEMISON RECEIVED IN VERT. FRAMING MEMBERS. NAILS @ 6 O.C. % / ALONG FRAMING MEMBERS. C_ I P.O. Box 5616 F �B 4 8 2019 STUCCO TO BE (3) COATS ON METAL LATH Ft. Pierce, Fl. 34954 OVER 30# FELT OR TYVEK. PAPER BACKED 15-5623 WIRE LATH IS ACCEPTABLE. I I — \�\\111�ny)� $T, Lucie County, Permitting ---- I __ , BENCHMARK ENGINEERING EXISTING BC87g OF THE TREASURE COAST � � ®® J * - 806 DELAWARE AVE. D FT. PIERCE, FL. 34950 D2/ �19 (772)772-267.1399 FLOOR PLAN w/ ELECTRICAL _ SCALE />, „IIIIII„» ADDITION SHEET 1 SHAtiM"N &TORT VVEBB BOWDOI r "18 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 ' z 9 A 1�a 167�_e F JAG V_ ""... SCALE V4ly I -::a 4tNI I �t♦ _ EC 1 !ON w �V ECTION '4a)'-V 1 u + ION qq yp� T /q� R -SECTION Y-B Design by: RICHARD A. JEVIISON P.O. Box 5616 ��T[ t. Pierce, Fl. 34954 G HUT 215-5623 \�\\` . o °y = BENCHMARK ENGINEERING : - m 76 - OF THE TREASURE COAST q•••. � . F� W 806 DELAWARE AVE, FT. PIERCE, FL. 34960 O�`�`. (772)772-267-1399 08/13/18 III\��L � ADDITION SHEET SHAWN & TORI WEBB Z BOWDOIN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 i I i P u t I I I f - I i r i � 4 i i AJ7'T_ir i I � jacc�-s I t I✓ -`I i f \ i I NOTE: TRUSSES TO BE DESIGNED FOR MAX. I 6 STORAGE SPACE I, _ I i NOTE: I TRUSSES TO BE t DESIGNED FOR i SUPPORTING AHU IN ATTIC SPACE ; I I ► � I i I I I i 6 /VTi � i I i f \ T 0 /- X! S r 3 _-_---- - I i I I I 76 i 0` w yarn R , I I RA1 S,E 8M iQ 12 I lNlfi e:'XtS % .8f9 . ;5A2 6 " 'IV/( ad x r'z" RECEIVES KNEE -WALL DETAIL FHB -O 1 Inin "` SCALE 1„ ST. Lucle County, Pormltting Design by: RICHARD A. JEMISON --- I / P.O. Box 5616 Ft. Pierce, Fl. 34954 HluTC�i�/� (772)215-5623 BENCHMARK ENGINEERING = p , ; * OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE, FL. 34950 REVISED ROOF PLAN p72r772_267-1399 01/31/19 SCALE''/a" — — - — — — ss 10 rs � I _ _- irr SEAL ADDITION SHEET SHAWN & TORI WEBB BOWDOIN 4418 PRESSLER LANE 3 P.E. #70878 FT. PIERCE, FLORIDA , OF 5 LEFT ELEVATION 9 REAR ELEVATION_ _ RIGHT ELEVATION , E -A _.. ' .. z CA7v e« 1p rl /2Z, _PERSONAL STORAGE WALL DETAIL SCALE V4xr 1 5a,,v A Z; -1S A'/;%'j' III , RecEIVEG FEB .14 1019 Permlttlnp uePartment St. Lurie County TILL DETAIL SCALE V4„ Z 4.Pr:R,, MAN E WALLS NOTE: WALL BETWEEN MA CA VF ANO M INT.SHOP SAME AS WALL BETW AN CAVE AND BATH EXCEPT WALLS INSIDE THE MAINT SHOP ARE COVERED WITH �V' PLYWOOD. Design by: RICHARD A. JEMISON P.O. Box 5616 pFt. Pierce, Fl. 34954 \\f;` 1 � 170)415-5623 _BENCHMARK ENGINEERING o leg 8 * OF THE TREASURE COAST q ,` a 806 DELAWARE AVE. * F � - FT. PIERCE, FL. 34960 (772) 772-267-1399 sdoN ADDITION REVISED 02/14/19 SHEET SHAWN & TORI WEBB 4 BOWDOIN "18 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA _OF 5 C. 1 ELECTRICAL LOAD CALC'S - --- -- PRODUCT APPROVALS DepartmentCity of Port St. Lucie Building I��-.+M+..-ate('!-J� I��I,i�I�rI��Y�IV � - i , Y • u ��)♦.Y/1♦+ �E TTST�P 1!r I �VA!Imp- f.»/Y_4 E IC7[.7�-<c.'vat•�,/'�T✓lsrir.,:TJ1.'siw•u/'� =Q3!!l'113yC'Lrti�Ne�Yfri�. �■rNrII�I�NI�I■1 400,04 , Proauct S oFFi r Model # Manufacturar A1tadlNn@1R Maltlwd T p§ 8 8 t & StifTener etD StlfililiQ DII Ion Pr•smeMr► PMOW Dewlan , i3z - 18 L I .4 Roof v �, op o v � " /4 - G 1' . i - � 2 X 4 'X" BRACES AT EAC14 VERTICAL MEMBER RN COMMON TRUSSES. FACE NAIL URT14 2 %d RAU VERTi,4LS AND BOTH TOP 4 BOTTOM C iORD&AT *e CDX PLYWOOD WAILED TO STANDARD GABLE END TRUSS UT1486 MAU AT 6' A.C. AT TOP t BOTTOM Ct4ORD6 AND EDGES ANCNOR GABLE END TO WALL WIN SI'1PSON 96 At 32' O.T.A. ' bv M 2 X 4 BLOCKING; 24' OL. FROM FIRST T12i188 TO F a BOTTOM C14ORO OF GABLE TRUSS. FACE NAL . TO BO'M MEMBERS IM 2 -16d NAILS ng IM • < • 'Art i IX* SM tINTEL :, 4 a w 'a• '♦ ruAW.t •.. •. FM HEAD.. DETAIL JAMB DETAIL NOTE USE 1X* III AT DOW IRSTNAADONS SLIDING GLASS DOUR DOUR & WINDOW ATTACHMENT 1 x 4 WINDOW SUCK - 1x G DOOR BUCK t PINE ) P.T. WOOD BUCK TO CONCRETE •Fd CASE HARDENED SENCO COL NAILS 6" o/c TOP AND SIDES FRAME TO MASONRY BUCK "x 31/4" TAPCONS 4" FROM EACH CORNER AND THEN QUANTITY AS REQUIRED BY MANUFACTURER PLUMBING RISER 1 LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED t m t 01d10 SAFE U0UFi ` LOAD, APPUED mire LOAD CompooffEWEAM /!_ .CJ.'1 �.2 zj 2.Z30 /y�„ -•t^ %J� .o hr f 14'r r r. // ,Y N � Ir // ,r ✓2 4� // I/ F7 /i // �o• l/ U at It r r3=fir /g8 /�a /¢44 12o 5^ ,e 73¢Z *Soo 34,07 Gfo j A' )%y� Y -4- /i o to !e ei 1 9 ry 1,3 //�� yy /4J GJ It ,�,,JJae((" % T T /20 it le /O /1�¢N Z42 Z24d / 14 7-6" Z661 /640 r4-47.¢ 1470 40 /13 r l '... _. , / ilk ?',•Cj rr ,e /5 /, 11. 770 j f �ro x TYPE DESIGNATION - aT' F F = FILLED WITH GROUT / U = UNFILLED / S = SOLID I� r BOTTOM QUANTITY OF LINTEL FIELD ADDED REBAR AT EXAMPLE COMPOSITE 11 80TT(kA OF LIMEL CAVITY • • • 18F1 6-1 B/1 T < NOMINAL WIDTH J j NOMINAL HEIGHT ADDED REM AT TOP 8U8 8F8-OB/1T 8F8-1B/1T 8F8-1B/2T /- TOPFM ° (')REo DNt "T I :•; ° 1-1/2" CLEAR P4 a META PLACED C.M.U. Ng _GROUT • • • • • • /5 FIELD ADDED REBAR AT • • BOTTOM OF LINTEL CAVITY 81`16-013/i1 8F16-1B/1T BF16-i8/21 BOTTOM REINFORCING 7-5/8' ACTUAL ` PROVIDED LINTEL SCHEDULE) 8- NOMINAL WIDTH 200 AMP Existing Service Feeder Size: 200 AMP Existing Panel Size: _ Main Breaker Size: 200 AMP Number of Breakers: 32 _ Existing - Loads ------- 2176 Sq. Ft. X 3 watts per sq. ft.................... ..... 6528 watts 2 Appliance cir. @ 1500 watts each....................3000 watts 1 Laundry cir. @ 1500 watts each.....................T500 watts 1 Range @ 8 kw.................................................GAS watts 1 Dishwasher and disposal @ 1500 watts each ...... 3000 watts 1 Microwave @ 2000 watts ..... ................... ...?000 watts 1 Water heater @ 4.5 kw .............................. _GAS watts 0 Tankless water heater ................................. watts 1 Dryer @ 5 kw ......................................... GAS watts 1 Refrigerator @ 1500 watts ........I...............1500 watts 2 Bathroom 1 @ 1500 watts ....................... 3000 watts 1 Sprinkler Pump ....................................... 2500 watts Other-,-.. . ........... .. watts Sub total23,028 Watts New Loads 1 OtherBATH 1500 watts 5702 @ 3 WATTS/S.F 17,106 OtherADD'N watts 1 WATER HTR Other ................ GAS watts Total 41,634 Watts 10,000 First 10 kw @ 100°/n............................................. 10,000 watts 31,634 Remainder @ 40%...................................................12,654 watts 10,000 A/C heat @ 100%....................................................10,000 watts Total watts 32,654 Divided by 240 volts =136 Amps Prepared by: RICHARD JEMISON Date: 8/10/18 5 "V" CRIMP METALROOF OVER PEEL N STICK ON 5/8" COX PLYWOOD SHEATHING NAIL w/ 8d RING SHANKS @ 4" ON EDGES & 6" IN FIELD pro-ang9tearad wood trim•; at 24" or. Inax "0" 12 open baffle ¢ Zit hurricane strap W 0 m STANDARD BOND BEAM io w HOOK VERTICAL REINFORCEMENT IN GROUTED )_$ CELL Min.5/e" ThtickTexured. ':.:I • - Stucco Finish Imm�®®� }:$ CLEANOUT REQUIRED FOR GROUT LiFT FOOTING ` TERMINATION _ >5FT. UNLESS -^-.PER R606.9.8 FOOTING DOWEL IS _ _ - NOT REQUIRED REINFORCING �O in U TYPICAL BLOCK COLUMN _ N%4 Stucco atop Uwe Stucco Finlah Applies concrete rooting foundation 200 2 13/0,14 3 IN 2 .IN• CGNDUIT AM AHAL's �.- �y''K7--NO.4 11 URE TO 05 CONTIt4JOU6 II IN SLAEI NO.4 CU. Wilms TO 5/8 DIAXS' �Cli CIRO ROD IN W' PVC SLEEVE 2' RIGID UG. SERVICE F.PL, ELECTRICAL RISER ELECTRICAL NOTES: -ALL CINCUM LOCATED IN WET AREAS IE: BATHS, KITCHEN, GARAGE, LAUNDRY, ETC.TO BE (GF'I) GROUND FAULT TNTERUPTED PROTECTED. A11 OTHER CIRCUTTS TO BE (AFT) ARC FAULT INTERAPTED & TAMPER PROOF PROTECTED. 1/1° 99p, drVwall at ceiling I x 2 rare blocking 2 - Cotrr►as 8' 044111 Biotic w/ 1 'S Bar Continuous MT Concrete Filled Gil af 8' x 6" x 16" concrete blocks V2" aw. drywall over x 2 p.1furring Or"at ii► oe.-.- 1 15 vertical dowel in concrete nlied call location as indicated on plan 2" x II" P.T. WOOD BUCK W1 %" IWt I>iOLTS 6" FROM TOP & ROTTOM & 18" o.c, (MAX.) EA. SiDE _ AREC_A PALM_ DRIVE 4. fr._ ...� ..,, _.. (70' RIGHT-OF-WAY_.o 1p s r 4 ♦ S00'35.30"E P s` 190.00 ' P �r i ' r"r rr, {) (() 13 C 1 -- I tit 1 r� i � 9 c GRID r! j i � �•�Y.4_L rr��.fi�M1 w `• t� NOTE: j a GRADE LOT AND SLOPE $ )CL 'a INTO SWALES FOR T;n tl a ; , POSITIVE DRAINAGE to §: icf 3 AWAY FROM RESIDENCE d fe wz _t 30' Y`r r \ rr, r, \4 4 W i 8 3a' V R /OB,Sr (.2,G7 CBS RESIDENCE No.4418 FFE-15.48 w.r 1 z mod, O' W n FL cs i ,•� r (3)Jr'VL` JL00n �fi ,•Y is � r'' r'T`X, .J �W W � �dr` ®O. to W3„0£,S£.0f}S �r ' �f {d).).tXl08t ` ,. �`�`._...,..__._ �` dam, � .• ••;•7 • _ `• _�. FBC 2017 (6th EDITION) & ASCE 7-10: DESIGN CRITERIA: RISK CATAGORY ULTIMATE WIND SPEED 165 MPH NOMINAL WIND SPEED 128 MPH IMPORTANCE FACTOR 1.0 BUILDING DESIGN ENCLOSED WIND EXPOSURE B INTERNAL PRESSURE COEF. +/- 0.18 DESIGN PRESSURES: ROOF UPLIFT -33.0 PSF EXTERIOR WALL (INT. ZONE) +33/-36 PSF EXTERIOR WALL (END ZONE) +331-41 PSF GARAGE DOOR +25.6/-28.5 PSF SITE PLAN SCALE: 1"= 30' GENERAL NOTES: 1. THIS IS A NEW CBS ADDITION TO THE EXISTING RESIDENCE. 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 RESAR STEEL TO BE GRADE 60. 7. DESIGN BASED ON SOIL BEARING OF 2500 PSF. 8. ALL EXTERIOR WINDOWS AND DOORS TO BE PRESSURE RATED FOR 128 MPH WIND LOADING & IMPACT RATED. INSTALL PER MANUFACTURERS SPECIFICATIONS. 9. ALL CEILINGS TO BE INSULATED WITH 4" ICENENE. 10.ROOF TO BE 5 V CRIMP METAL ON %" PLYWOOD SHTG. I LHVAC CONTRACTOR TO COMPLY WITH EXISTING CODE 12.ALL APPLIANCES & WATER HEATERS ARE GAS. 13XLECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 14.PLUMBING CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 15.ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FBC (6"' EDITION) AND ASCE 7-10. 16.OWNER/GENERAL CONTRACTOR 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. Design by: RICHARD A. JEMISON P.O. Box 5616 \G 2 �h`kr,�p, FI. 34954 i23 O v 8 y BENCHMARK ENGINEERING = rD ; OF THE TREASURE COAST '- Q''� 806 DELAWARE AVE. �i', �.Q FLO��•" ` FT. PIERCE, FL. 34950 rr//r�'FS S i ngy P•x'w�� (772) 772-267-1399 08/13/18 ADDITION SHEET SHAWN & TORI WEBB 5 BOWDOiN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 6 .15- Y C1('/M110 MrG D Fl�:y x F C.' c c flXG ✓ LEFT ELEVATION SCALE V4 REAR ELEVATION SCALE %" -FRONT ELEVATION SCALE V41' RIGHT ELEVATION SCALE %" C't r a vX 13.;G" } 770.d' i Lf fG y r� %2 1��4Y.h! Sf1T G 2 X 6 FRAME WALL Ill of o s RE W H °� C uj C l 3 U � u,I Design by: \��,�O�Hn�1;z RICHARD A. JEMISON �.�`�o�`' BENS T' P.O. Box 5616 Ft. Pierce, FI.34954 ...... ._ __ .__. (772) 215-5623 = * - ;o'" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SEA FILE COPY601IN P.E.#70878 BENCHMARK ENG INo ERIOF THE TREASURE NG �O)NAi ll 806 DELAWARE AVE. FT. PIERCE, FL. 34950 (772)772.267.1399 ADDITION SHAWN & TORI WEBB "18 PRESSLER LANE FT. PIERCE, FLORIDA SCANNED REVISED BY 0 03/20/19 SHEET 4 OF 6 ZZ4� 1991�� I. RV STORAGE,_ Ii or t rWjp1.T�lll _KNEE WALL DETAIL SCALE Y4 _PERSONAL GARAGE'_ 4a.-e 9 -v"4;V4L-- MAINT. SHOP_ ST LUCIE COUNTY iV'S'' Y BUILDING DiViS COVIED FASTENERS OR ATTACHMENTS BUILDING �:JIIEW REVIEW FIE FOR COM IA E ARE THE RESPONSIBILITY OF THE _W REVIEWED y 2 It DATE tt CONTRACTOR CIFRECORD PLANS DIP MIT MUST SE KEPT ON JOB on NO INSPECTION WILL, BE MADE IL 3 F. 0 Ple Y THESE PLANS AU ALL PROPOSED WORK ARE SUEUECT TOAMY CORRECTION& REOUIREO W FIELD PEM%Q MWf SE NECESSARY IN ORO�R TO COMPLYWITHALL P Co L APT---- 0 t L 7 ZX4 MAN CAVE; 4 �o .78 A v a4--y-- LANAUMAN CAVE WALL DETAIL COVERED LANAI tol CEILING TO BE PLYW,^OD a-mn I Wl 318"BEADBOARD FINISH_AREA CALCULATIOII NS: MAN CAVE/BATH/SHOP 432 S.F. RV STORAGE 1109 S.F. PERSONAL GARAGE 3384 S.F. COVERED LANAI 777 S.F. -"06-- XYS 7-, TOTAL 6702 S.F. OCCUPANCY GROUP R3, PERSONAL STORAGE ---- -- I I LAUNDRY Cw LIVING ROOM '3 0- 1 CONVERT EXISTING GARAGE TOP SLAB TO LEVEL FLOOR Y LATH & STUCCO DETAILS: LEGEND: EXISTING NEW REMOVE INFILL x x x x K= ALL LATH AND LATH ATTACHMENTS TO CORROSION -RESISTANT 3/8" RIB WIRE LATH A WITH ROOFING NAILS WITH MIN. ,7ACHED RATION IN HORIZ. FRAMING & Design by: PENETRATION IN VERT. FRAMING MEMBERS. NAILS @ 6 O.C. RICHARD A. JEMISON ALONG FRAMING MEMBERS. STUCCO TO BE (3) COATS ON METAL LATH P.O. Box 5616 OVER 30# FELT OR TYVEK. PAPER BACKED Ft. Pierce, Fl. 34954 WIRE LATH IS ACCEPTABLE. (772) 215-5623 RECEIVE6 .I FEB 2 " IQA ��'q I perowng St. Lucy Ee. EXISTING BEDROOM \'t� C BENCHMARK ENGINEERING OF THE TREASURE COAST SCIPIO No No fe 806 DELAWARE AVE. FT. PIERCE, FL. 34950 St. Z: (772) 772-267-1399 FLOOR PLAN w/ ELEC RICAL S ATE 0 SCALE V4" ADDITION SHEET ONAV, SHAWN & TORI WEBB S�wDOIN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 4 -1 V A Z4 lz �f FOUNDATION & BLOCKWORK PLAN _ SCALE Y., SEC M_ .a.. rECTION B-B s ✓IISON BENCHMARK ENGINEERING OF THE TREASURE COAST 806 DELAWARE AVE. FT. PIERCE, FL. 34980 (772) 772-267.1399 SCANNED BY St, Lucie County REVISED 02/20/19 _ nrAc�! ADDITION SHEET fiillN SMAWN & TORI WEBS 2 BOWD41N 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF S i 4 L _ LEFT ELEVATION _ SCALE V4 REAR ELEVATION SCALE %„ _ FRONT ELEVATION SCALE Y4 RIGHT ELEVATION SCALE''/.» I Design by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, Fl. 34954 --- (772) 215-5623 G. " Cti;'� BENCHMARK ENGINEERING E ,$� OF THE TREASURE COAST 708 al t% , 806 DELAWARE AVE. _ * /(//.• FT. PIERCE, FL. 34950 q STAT OF % a - (772) 772467-1399 REVISED 02/20/19 .: ate`\ ADDITION SHEET M- III�� SHAWN & TORI WEBB 4- ROWDOIN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 PRODUCT APPROVALS City of ort St- Lucia Building Departriiient Product Approval Matintittal Aftldavft Bull Permitz • - - TIT.i`. • ��I�� • '_ jl_ • III �s'f1�11?L aTi!%FL!+!«l ieli�'f�r13r!Itri%J�IEJ`'. , _T.. Arne, �' fXrAAMW] _4 i iiii%!/� < .. / ' !I �'��l�i '#��[G �"'.'��, iY .i,' �ii��111.%�1!�'!!l't�►��i��y � ` :�� rZ'fl'i�[5Fi+►�Rx'.?.Ir!�� ri�'r.3�.,. � �i�liC"TJJ"11%/Y t iT'r7i��G�i''�E37i1 W141. ems• _sL,tc.�rt:1L. •„ - _ _ ",L:..y. Al ►L�T�1!'dr�1!`L��:1J 2 X 4 'X" BRACES AT EACH VERTICAL MEMO' EI COMMON TRUSSES. FACE HAL W N 2169 NAIIIA AT VERTICALS AND BOTH TOP 1 BOTTOM yell I GDY. % CDX PLYWOOD NAILED TO ATANDARD GABLE Eli# TRUS$ WITH Sd NAL6 AT 6' OZ. AT TOP / BOTTOM CHORDS AND EDGED ANCHOR GABLE END TO WALL MNTN WPWN W6� AT 32' O.G. It IT00 4 BLOCKING 24' OL. FROM FIRRST TRIIBB TO 111;.7" - BOtNGWRID M£•1"EROb GABLE 2�16d HAIL$ACE NAR ."m . N i X 4•BUCiC i • • >'• FM DEAD. 'DETAIL JAMB DETAIL NDTE- USE 1 x* MUCK At WOR IWXI.AI MS SLIDING GLASS DOOR DOOR & WINDOW ATTACHMENT 1 X 4 WOW BUCK - 1X G DOOR BUCK ( POLE Y P.T. WOOD FLICK TO CITE *d CASE HARDENED SENCO COS. NAILS 6" o/e TOP AND SOBS FRAME TO MASONRY BUCK %"' x 31/n" TAPCONS 4" FROM EACH CORNER AND THEN QUANTITY AS RTEOVIRED BY MANUFACTURER 1,a I/rr PLUMBING RISER_ W14L EAR (UK !rear) i 2} 05 EM3 NTT ID ML3 MM a= mm EMS NOT W" Bdl�i� G BEAM HT, re STANDARD to W HOOK =moil �IIwin N ®�I, LINTEL LENGTH SAFE GRAVITY LOAD APPLIED (a1RA WE UPLIFT ` LQAD APPLIED UPLIFT W�p OOMPONM KM qq g 4 t t /( p 3 I/-4 // it it I 5) 4" /838 Imo /444- /20 ,, + r S=4rI 7342 'Soo 3607 G¢o LiPj�-r ¢� /t It it it t I it fo z _3 Z 2 4 a It r Rt it if 7r it ri !� 7- /640 /434 /5 2'. //�. rI = �i: Ir It it it i y, TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED / S = SOLID - F' OWWRTY OF /5 FIELD ADDED REMR AT EXAMPLE COMPOSITE LINTEL TYPEI BOTTOM OF LINTEL CAVITY n In• : • • 8F16-11B/1 T • • • �• • • • • • , • NOMINAL WMMAL H WT -,---r LAM REBAR QUARM OF AT FIELD BT .a FIELREBAR D ADDED 8-08/T S-1B/11 8-/2TOP IREG 1-1/2.0 ARO • • , ., FIELD IiACED C.M.U. •- a• 4N •� txi011T - .. • • • • • • /5 FIELD ADDED REBAR AT • • BDTTOM OF IAnEL CAVITY BNAB/iT 8F164/0 BF16-16/2T BOTTOM FAMfOTrCM 7-51C ACTUAL PROVM W LWTEL B' NOMINAL WIDTH ISE REWFORCR$ SOIEDIRE) Mo BOND BEAM 18 s VERTICAL REINFORCEMENT IN GROUTED CELL J I ; t�i- ---= -` �-`.._-•}_._ OR ROUOU'T LIFFTT !RED FOOTING TERMINATION��_ j >5FT. UNLESS -"� pER R606.9.8 _ FOOTING DOWEL IS _ NOT RED REINFORCING ih _TYPICAL BLOCK COLUMN _ NT8 ELECTRICAL LOAD CALC'S' Existing Service Feeder Size: 200 AMP Existing Panel Size: 200 AMP _ .,-.._..._..- ._ - __, - _ - - - - - - - ARE" _P_ _ _ _ DR a v _ - - - - 32 - - •S. °!. �' $- ry (70' RIGHT-OF-WAY) Main Breaker Size: 200 AMP Number of Breakers: j `�� t+ rr 'i ti Existmir Loads 2176 Sq. Ft. X 3 watts per sq. R........................... 6528 watts - �- __ __ _ - _ _ _...SWAB- 2 3000 I a'i 9r 1r Appliance err. @1500 watts each .................... watts + r +j �+ ;, yy r r 90 1 1500 &,2ri! ' 35 30`E(P} ♦ 1� 04 ('(P} r s` 13'E C 1 .00� C rri Laundry cir. @ 1500 watts each ...................... watts - 1 Range @ 8 kw.................................................GAS watts y� RIF 1 Dishwasher and disposal @ 1500 watts each.....•3000 watts� rJt' �a e 1 Microwave @ 2000 watts ............................ 2000 watts t + o 1 Water heater @ 4.5 kw ............................... GAS watts I `G�RI�D 0 Tankless water heater .................................. watts-'"Yr"p�'--'� Dryer 5 kw...... watts I a GAS 1 Refrigerator 1500watts•...•,..•,•...,.••.•••.•..„1 00 watts o'ri N� 1 E: rq . D .... rES ......• ••••••....••.• + _ GRADE LOT AND SLOPE j 2 INTO SWALES FOR � or Bathroom t @ 1500 watts ......................... 3000 watts a 3 i 1 2500 -- V POSITIVE DRAINAGE 4� j Sprinkler Pump watts - I AWAY FROM RESIDENCE Other ................ watts u total 23,028 watts i New Loads 1 BATH 1500 .' Cu OtherBATH watts 1 +�, Rri 2a. - r°• T 5702 OtherADUN @ 3 WATTS/ S.F. •.•.• .....1117,106 watts 1 OtherWATER HTR GAS r` e ................ watts 41 634 Total Watts 10,000 10,000 31,634Firswa Remainder rider @ 40%%............................................12,654 wattsttsI O a 10,000 A/C heat @ 100%............................. ....................... 10,000 watts Total watts 32,654 Divided by 240 volts =136 Amps 30 /0 3.5 Prepared by. RICHARD JEMISON Date: 8/10/18 " ArG t.A'PRE35CtR'b -, I00 /2_ 424 6 "V" CRIMP METALROOF OVER PEEL N STICK ON 618" COX PLYWOOD SHEATHING NAIL wl Bd RING SHANKS @ VON. EDGES & 6" IN FIELD pre-ertgRWterad Wood uaaa# at 24• aim nax- 12 oprM baffle - ---- 4 tx{rricars• #trap Min. 5/60 TRICK Textured BWcco Fint#h 6tucco owre stucco Fint#h APpiiee concrete footing re%modation 200 2 0 3/0.1 " 3 IN2 .IN, CC:NDUIT 1 •' PA)JEL , ANtI'a - -NO.4 UG 0 TO 5 CCWHJWB REBAR W 9LAR3 -___` NO.4 CU pRRE TO 5!8 DIA>0 GAR GRIP ROD M V1' PVC SLMA 2' RIGID UTa. 9ERYICE FPL ELECTRICAL'RISER w a', e A {r L NOTJES, A M, CI' CUM LOCATED IN WET AREAS IN: BATHS, KITCHEN, GARAGE, LAUNDRY, ETC.TO BE (GM GROUND FAULT Uff=UPnl) PROTECTED. ALL OTHER CIRCUITS TO BE (AFB ARC,FAULT INTERUPTED & TAMPER PROOF PROTECTED. �L-- I/2■ gyp. cxyWaH at calling I x 2 fire bloc" N p R 2 - Cosx#e# Do 5N11 Dock W/ i 45 Dar ContIntsoia I In Corwote Filled C-011 00 x 00 x 160 oorrclrete bWoM x 1/10 gyp.4vaall over # 1 x 2 rA. ftrrUg #try t, at ki oa N H a 1 {5 vertical do") In cencreta filled cell location as Ind)cated on plan I 2" x 1r P.T. DUCK W/'h" MXTS 8" FROM TOP & 8 TTOM A 18" o.c. (MAX.) EA. SIDE 4. v 1 V w t CBS RESIDENCE CL G2,471 No.4418 I FIFE-15.48 Z i iv �i►8 41, - . 1'1'Z. AYLL .D'Lt at 4 AA a I j u I r, . •: I rir. .,• k r,. J 3.£i,1C.00N � . • 'TJ, 9 ,00'OBt ro. (43.0£.9 00S ii i it 5 rb{d).}.QO.08i r, " - - `.. _. - - - - - - - - - - - (AVM-i0_-1_HOIi! ,09) `ter,-9AAII l ?TrI7SSfdr _ SITE PLAN SCALE: 1 30' GENERAL NOTES: 1. THIS IS A NEW CBS ADDITION TO THE EXISTING RESIDENCE. 2. ALL STRUCTURAL FRAMING TO BE #2 SOUTHERN YELLOW PINT; 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 VISQUEENT 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. A 8. ALL EXTERIOR WINDOWS AND DOORS TO BE PRESSURE 1 RATED FOR 128 MPH WIND LOADING & IMPACT RATED. INSTALL PER MANUFACTURERS SPECIFICATIONS. 9. ALL CEILINGS TO BE INSULATED WITH 4" ICENENE. f 10.ROOF TO BE 5 V CRIMP METAL ON V2" PLYWOOD SHTG. �-+ i }.HVAC CONTRACTOR TO COMPLY WITH EXISTING CODE 12.ALL APPLIANCES & WATER -HEATERS ARE GAS, } 13.ELECTRICAL CONTRACTOR TO COMPLY WITH ALL EXISTING CODES. 14.PLUMBING CONTRACTOR TO COMPLY WITH ALL F + EXISTING CODES. 15.ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FBC Wh EDITION) .AND ASCE 7-10OWNER/GENIZRAL CONTRACTOR TO VERIFY ALL S.AR"-9 R M DETAIL 16 DIMENSIONS AND STUCTURAL CONDI ITONS.AS SHOWN _-----.'-- - - -. --__ ON THE .PLANTS. ANY DISCREPENCY BETWEEN THE I PLANS AND THE ACTUAL EXISTING CONDITIONS SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. FBC 2017 Wh EDITION) R& ASCE 7-10: DESIGN CRITERIA: RISK CATAGORY 11 ULTIMATE WIND SPEED 165 MPH NOMINAL WIND SPEED 128 MPH IMPORTANCE FACTOR 1.0 BUILDING DESIGN ENCLOSED -WIND EXPOSORE B INTERNAL PRESSURE COEF. +%- 0.18 DESIGN PRESSURES: ROOF UPLIFT -33.0 PSF EXTERIOR WALL (INT. ZONE) +331-36 PSF EXTERIOR WALL (END ZONE) +331-41 PSF GARAGE DOOR +25.61-28.5 PSF Desi n by: RICHARD A. JEMISON P.O. Box 5616 Ft. Pierce, FI.34954 772)215-5623 \\\0\\X1 f1ENCHMARK ENGINEERING OF THE TREASURE COAST No 708 8 Z 806 DELAWARE AVE. t / tr = FT. PIERCE, FL. U960 REVISED 'o STAT OF .` a (772) 772-287.1889 02120/19 �o %T. to ADDITION SHEET Al-\,.� /1l i ll l \1\'`` SHAWN &TORT WEBS 5 BOWDOIN P.E. #70878 4418 PRESSLER LANE FT. PIERCE, FLORIDA OF 5 � I I i 1 C 1 4, 3 1 RV STOF ' I � I I� v, bC�VGEt Y ,SU6- 171 L-: - ON- / MAN CAVE MAINT. SHOP_ AA It —1 i Y ) „ izMa- = 3 Q-6 I I IXII I I i I COVERED LANAI ` 10'CEILING TO BE PLW,'�OD 1 j 1 I C�_7iT� I W/ 3/8" BEADBOARD FINISH {}►i 3` E_ i' \\ _PERSONAL GARAGE �'7-d.7J1m=- PERSONAL S / I� I / I \-- 11 �fcc_3,_..--....—._. _..._ / FDOH in St. Lucie County Environmental Health / Septic System Appears Adequate For Proposed Construction 14-SF'0`�lpSl� This Approval Does Not Guarantee Performance of the System Reviewer. ':!)Ao,- --�-- �*' L FILEM COPY AREA CALCULATIONS. MAN CAVE/BATH/SHOP 432 S.F. RV STORAGE / 1109 S.F. PERSONAL GARAGE 3354 S.F. COVERED LANAI 777 S.F. TOTAL 5702 S.F. 4GE as,st I (� _ \ \ LAUNDRY I Xt'z _ I ' C-- � < j�X LEGEND; zo /0' n _ .._ _.. BXISTTNG x — ILmo I I � i zeg � z r,,__ T -¢" ---- ,. �, 8 cF�I �'�=- " 3-0// LIVING ROOMRT EXISTING AGE tvEw - I b FLOOR PLAN w/ ELECTRICAL SCALE '/<" No Ge4room$ 14ide� - - ~ — --- TOP SLAB TO LEVEL FLOOR a..Y REMOVE € INFIL,i I i Design by: �— — — — — — _--- � CHARD A. JEMISQ P.O. Box 5616 \ �Itl l!IBi wee, FI. 34954 �°js 43;5623 "III EXISTING BEDROOM = BENCHMARK E - - ' w - OF THE TRUE 806 DELAWARE AVE. F1.0 \' ��\ FT. PIERCE, FL. 34950 ---'ONA��\ (772)772-267-1399 i�ECIE'tV SCANNED BY St. Lu&9 08/13/18 IIII�ia� ADDITION , SHEET _ SHAWN & TORI WEBB BO,WDOIN 4418 PRESSLER LANE E) P.1 #70878 FT. PIERCE, FLORIDA OF 5 L.I-l%:la�jirl'dy �'h9fltlihCiR¢ Nv iQ INN, 7 RV STORAGE,_ WON c, '0. S�jw--sps -61 KNEE WALL DETAIL SCALE31411 _PERSONAL GARAGEI_ 4- -A4tl4F4 MAINT. SHOP 7 +'MAN CAVE+\ M-L:- I _j 4& II COVERED LANAI L Ave io, CEILING TO BE PLYWOOD (AT77-LI W/ 3/8" BEADBOARD FINISH lqw\ -A PERSONAL STORAGE 70 wCwsdV-1 s. ICA -b-R T- Oley r LAUNDRY T T 8-& LANAI/MAN CAVE WALL DETAIL AREA CALCULATIONS: MAN CAVE/BATH/SHOP 432 S.F. RV STORAGE 1109 S.F. PERSONAL GARAGE 3384 S.F. COVERED LANAI 777 S.F. TOTAL 6702 S.F. — OCCUPANCY GROUP R3 LEGEND, r EXISTING LIVING ROOM NEW CONVERT EXISTING GARAGE TOP SLAB TO LEVEL FLOOR �,qAl REMOVE 4141�): INFILL X X X X 4 X LATH & STUCCO DETAILS: ALL LATH AND LATH ATTACHMENTS TO BE CORROSION -RESISTANT 3/8" RIB WIRE LATH ATTACHED WITH ROOFING NAILS WITH MIN. Design 6y: IN VERT. FRAMING MEMBERS. NAILS @ 6 0.0 1%" PENETRATION IN HORIZ. FRAMING & %" RICHARD A. JEMISON --- ALONG FRAMING MEMBERS. P.O. Box 5616 RECEIVED F F: STUCCO TO BE (3) COATS ON METAL LATH BI 019 OVER 30# FELT OR TYVEK. PAPER BACKED Ft. Pierce, Fl. 34954 FFB 19:2019 WIRE LATH IS ACCEPTABLE. Cie C u ty': P] _c): permitting ttlng ST LUCle County, Permitting UTCk,14, �3 00 ,BENCHMARK ENGINEERING EXISTING BEDROOM SCANNED job 6OF THE TREASURE COAST BY St. Lucie County LU 806 DELAWARE AVE. REVISED FT. PIERCE, FL. 34960 JI FLOOR PLAN w/ ELECTRICAL SCALE V4 (772) 772-267-1399 4 sl 02/15119 PLO-,." ///,,, ADDITION SHEET I i I I,,,,�SHAWN & TORII WEBB1 BOWDOIN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF ZZ _" — =4 4. r ( CST 2— >� ;r 7 srvc°�a w,trQ . i _)_ MAN CAVE; n� a4 sa.::; I - g MAINT. SHOP l = — — — I 1+ 1 I / c c I � 7ff ce -XZx - a . 1 �-�,k��'.��sp8\ � �`�:_..� - ._. i LANAI/MAN CAVE � WALL DETAIL J _KNEE WALL DETAIL_ J J I SCALE %" I _PERSONAL GARAGE__ t � 4. i a c Y_er W_lzrz _ COVERED LANAI 1o'CEILING TO BE PLYWOOD Ga W/ 3/8" BEADBOARD FINISH dill AREA CALCULATIONS: / \ I MAN CAVE/BATH/SHOP 432 S.F. -- ` X RV STORAGE 1109 S.F. I r I PERSONAL GARAGE 3384 S.F. I COVERED LANAI 777 S.F. TOTAL 5702 S.F. IT xm OCCUPANCY GROUP R3 I - _WAIR y PERSONAL STORAGE i + +LAUNDRY 64 9 i LEGEND: _ EXISTMO LIVING ROOM NEW CONVERT EXISTING GARAGE,2R Y� s- --- � TOP SLAB TO LEVEL FLOOR I I REMOVE IN -FILL 5z-TC'R"x x x ALL LATH STUCCO DETAILS: ,> p LATH ATTACHMENTS TO BE / CORROSION -RESISTANT RIB WIRE LATH N � — — � — � --� � Design by: ATTACHED WITH ROOFING NAILS WITH MIN. 1°/,e' PENETRATION IN HORIZ. FRAMING a 3/4" t— IN VERT. FRAMING MEMBERS. NAILS @ 6 D.C. p A u ,� A. E S ALONG FRAMING MEMBERS. i �C1�RD � `Jr='�MI"7®N RECEIVED I I P.O. Box 5616 FEB 1 9 2019 STUCCO TO BE 3) COATS ON METAL LATH OVER 30# FELT OR TYVEK. PAPER BACKED i Ft. r\iATggj 34954 WIRE LATH IS AGCEPTABLE. 1` + +�e�jgj�� ST. Lucle County, Permltting . - NCHMARK ENGINEERING EXISTING BEDROOM' 708 B .._______-_—_,..__ _______,�__ �.,_—________,__-_.�.. I � ; : • * i F THE TREASURE COAST ." 805 DELAWARE AVE. 5�j FT. PIERCE, FL.34950 REVISED FLOOR PLAN w/ ELECTRICAL —+ '� ' •�a oP• ' o� (772)772-267-1399 02/15I1s SCALE %" NAL llilllll \e�� ADDITION SHEET SHAVt/N & TOR[ WEBB HOWDOIN 4418 PRESSLER LANE P.E. #70878 FT. PIERCE, FLORIDA OF 5 — I i