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HomeMy WebLinkAboutBuilding PlansN Job #: Performed for: 18601 Tranquility Base Lane Fort Pierce, FI Mike ®iFrancesco Scale: 1 : 152 Page 1 Right -Suite® Universal 2019 19.0.08 RSU06570 2020-Jan-06 06:19:48 ...\18601 Tranquility Base Lane.rup cool - pola 2�s�z o�,� Y COPY 0 9 f 01 30'.1 `1 LEGEND & ABBREVIATIONS A ARC LENGTH BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS CA CENTERLINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO. COUNTY CONC CONCRETE DB DEED BOOK DE DRAINAGE EASEMENT DEG OR ' DEGREE ELEV ELEVATION EP EDGE OF PAVEMENT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION ID IDENTIFICATION NUMBER INV INVERT IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RCP REINFORCED CONCRETE PIPE RESV RESERVATION R/W RIGHT OF WAY S.R. STATE ROAD TIITF TRUSTEES OF THE INTERNAL IMPROVEMENT TRUST FUND UE UTILITY EASEMENT WL_## WETLAND FLAG NUMBER ® WATER METER 41\ DELTA j7 UTILITY POLE Fyx ELEVATION ® ELECTRICAL SERVICE BOX BENCHMARK: FND NAIL UNREADABLE. ELEVA71ON 2&20' NAVD 19BB SITE PLAN LOCATED IN SAINT LUCIE COUNTY: FLORIDA 260.00' 23,45 N 89052'33w E 693.36' _ 23,65 23,57 Aic i A N 89052'33" E - L TRAI 4E -BA-H �•� - SEPTIC _J 23.43 w 23.2 �6PflF BANK 22,9 23 8 AL -- X 22;e SWALE 6' UTILITY EASEMENT 23.1 C C 0 FND 5/8" IR N 89'S2, 3 n G 26�. Q' ., FND 5/8" IR NO ID*23.1 23 C BAGE PALM LB # 4632 16.0' CABAGE PALM *23.3 *22,8 CABAGE PALM CABAGE PALM 22.7 22,9 x 22,4 x 22.7 23,Ox A � V) CO) LOT 18 0 O COVERED OCCUPIED V C ENTRY V 679' 22.69 22.68 INS 22,65 N 29.0 �, 2s.o' 24 3' ;' PROPOSED = °f CONCRETE m V 2,9 v PROPOSED • 1 STORY x 25,85 1F1 3� 22.68 RESIDE CE ,a �11 2312 CABAGE PALM FFE 26.0' c 35.0• PROP PORCH v, C WATER LINE j \ 22.8 x 22.5 23.1 21.3'6 28.7• 1 •2' 22,8 LOT 17 73.8' c PROPOSED c 23 1 90, ,. / \ 7 715.8, POOL a OCCUPIED AREA 75.0• W / FFE = 26.1' o o 0 W 23,10 x 45.0' 23,28 PROPOSED 01 0 EL w w 53.0' WELL ' 23,13 23,38 46.66 N 9'523.' 22,9 -x 22,5 -x 23.0 23.0 ELEVA110N = w 1988 1000.026 N 89052'33" E 6' UTILITY EASEMENT x xz 25.13 x 25, \SEPTIC % x 25.6 x 22.9 LOT 19 OCCUPIED FFE = 25.5' FOUND NAIL (NO ID) IN CUT OUT JAN 14 2019 BY: t7 -9 O A1A �A c� d 91 d ORANGE AVENUE a 0 vZ WWARDS RD. � a0"° h Zp q(EE E WH11E aTY ROAD SI TE AIA PRIMA VISTA BLVD. U,j 1 LOCATION MAP NOT TO SCALE STREET ADDRESS 18601 TRANQUILITY BASE LANE, FORT PIERCE, FL 34987 PROPERTY DESCRIPTION LOT 18, BLOCK 3, PLAT OF AERO ACRES SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 27, PAGE 14, (A-D), PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. SUBJECT TO DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, AND RESTRICTIONS AFFECTING THE REAL PROPERTY OF AERO ACRES SUBDIVISION AS RECORDED APRIL 4 1989 IN Lv Z w w s � IL o �_ IL M C��W°_g Z otj Lorn N Z W 0 l�J W a LL w >r `O W W z U IY p w a LL a W m ai W 0 C> N V% �# Qy z Q Z W = > 0J g `_' J _ aw O N Na N W o z N `� Z O O Y Z a Z O Q a Go a ti F L) U r z Z) 0 U Ld z a a � w W U Cr CU (U N w o R 0 O.R. BOOK 630, PAGE 1890 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THE ARTICLES OF INCORPORATION OF AERO Q 0 W z ACRES PROPERTY OWNERS ASSOCIATION, INC. AS RECORDED F- o ?: � APRIL 4, 1989 IN O.R. BOOK 630, PAGE 1918 PUBLIC RECORDS } Y OF ST. LUCIE COUNTY, FLORIDA AND THE BY-LAWS OF AERO z 0 O a�= w0 ACRES PROPERTY OWNERS ASSOCIATION, INC. AS RECORDED Q,}8 . APRIL 4, 1989 IN O.R. BOOK 630, PAGE 1925, PUBLIC RECORDS uj 2 Q W OF ST. LUCIE COUNTY, FLORIDA. O d o= o U 0 W =OR zz Q�J - W V/ w .J w N N Q 22.9 GENERAL NOTES > - W ;22 EXI TING WELL CONCRETE j W Z Z ? 'w' 24.34 w=- 7s.o I 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE Q m o°LLZ ®- 170.13' 29.87' NORTH ' „ W m Q T Zo- EXISTING WELL S DRAINAGE EASEMENT _ FND 5/8" IRC 260.00• UNREADABLE --22, 8I- x7 -2 21.5 L D Al GE 22,8 2 31 Oa INV C GRASS TAXIWAY 23,3 0 22.9 22.1)( 22,9 \ LINE OF AERO ACRES, WHICH BEARS S 89 52 33 E, AS � W oNZ so.00 RECORDED IN PLAT BOOK 27, PAGE 14, PUBLIC RECORDS OF p H (O Q \ / SAINT LUCIE COUNTY, FLORIDA. W P Z z W o E; o EXISTING \ 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE I� J' -j O Z 0§ aa2 x 23,8 2'9 HANGER / 22 gx x 22,9 BEEN LOCATED AND SHOWN HEREON. ct W ~ Q Q <.15a .15122 w __ Wzl=zz =woo> N FFE=25.0' V~zHW �N�Z� o� 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Of }wuo0, 75.0' MIN, SE t-Q FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 0 V O IWi z o')oho W Q' z n Oaw,; � zawu 60.00, 30.00' EXISTING WELL FRO.W i 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT 2 W U W 0 N_wwzm rwwp / -'� BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. ZM S►oeS�-- 0 0 W j V p CNP.5ir,=_5.._ 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS F- W 00oa LTE 1 OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, U) 0 O�J_w �, CONCRETE .y \ / . OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ..I zS1w Ip ACT DEEDS. W H �Omu 8.96' FND 5/8" IRC � N o m x N 89�57' 8� E 50/ 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY "°o .0o UNREADABLE IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE _ _ 5'D NAGEEASEMENT _ _ _ _ MAP, COMMUNITY PANEL NO. 12111C 0250 J, EFFECTIVE DATE 2-1,6 DRAINAGEPIPE ,4 2 _ FEBRUARY 16, 2012, THE EXACT DESIGNATION CAN ONLY BE _� 22 9 DETERMINED BY AN ELEVATION CERTIFICATE. 2I V 21,22 INV INV 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT TAXIWAY TRACT ? 23.3 THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 4 & MAPPER. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS - ^ r=c9 22,8 BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED SWAL - X 221 SW4LE ) 22.1 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. x 2 2,7 x GG� - - - - - - - - NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A 9. INFORMATION SHOWN HEREON ARE BASED ON PLATTED FLORIDA LICENSED SURVEYOR& AND FIELD MEASURED DATA. ALL MEASUREMENTS ARE IN MAPPER. ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 10. THE LAST DATE OF FIELD WORK WAS NOVEMBER 20, 2018. SEAL FDOH in St. Lucie County Environmental Health CHARLES ARNOLD Site Plan Approved for Construction PROFESSIONAL SURVEYOR &MAPPER Supersedes All Previous Site Plans for FLORIDA LIC SE NO. 4 71 OSTDS #Sk-St•2oa7a5 .& Well #57.3oiog ©11 PRI D DA SHEET 1 OF 1 PROJECT NO. 18-523 DRAWN BY, CA CHECKED BY1 CA DATE: AUGUST 24, 2018 HORZ, SCALE: 1'=30' ODl - COT CODE COMPL BOCC FILE COPY P Certification for Design Load Compliance 1. DESIGN CODE: Florida SL6 I PONI?A+code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed _ Partially Enclosed..___ Open Building 3. Risk o Cate IV Exposure Category: C _D Ad coefficient Z) Category: II III � P 9ry��B .�. ustment coe 1 4. Design Wind Velocity LW mph _ASD ^LRFD End Zone Width _Jt. 5. Mean Roof Height:z? ft. Roof Pitch: :12 Parapet---ft. r 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. f , @ 3 'MRH (worst case) Zone 1:- 29, II Zone 2; A$t�Zone 3:-n±Zone 4:441,+Zone 5:- 4111 Garage: Z9, 1 7. Design Loads: Floor: 707- PSF Roof/Dead: 1L PSF RooVLive 30 PSF Balcony: -_,,,PSF Dock: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: — PSF 8. Were Shear Walls Considered for Structure? X Yes _Not Applicable Explain Why Not: 9, Is a Continuous Load Path provided? K Yes _Not applicable Explain Why Not: N �o h _Nt `o 001 Pt��f t-S SN �QSl� ZS� GS e utht6� SYhf�M fk$7 vat Pw. P LU• r n a Gl� 8„ df M s Z5r-$u 13`- to to 7 a s►- f � $ b Mace, " ble ofov fIGPE i ._� At<IC.. hmeavE Teueyfi:e. , �l At goof- 8- py, e�K 6Y eT�t �5 41'-0' P1-I c ��_ � PoicChF I lo°G Iq`-0 .• `� Pe38 fetx5, -OI r rzc 6 M 1 4 U =n 8 r1i4� Gt7 t CAL tt teafr.�C' a0 , Zz"o - - > IATrIC 1 rt� � KtTC'�tJl -� EEEEE401 III 1 •' v! 16 Hyr®.,d1 Eyeaft xJ LA -7A` Au 1 N i Coonu>v h J �� E M ARCHITECT • Archit ¢ct on� c Inc IS` to 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 Z.1'-- 4 `r �`_ p' COPYRIGHT 2017 PROJECT .o FERNANDEZ/HACKETT 1�>3°5 "— RESIDENCE p�_� �vsri^rG ter, SF�evf�F ST. LUCIE COUNTY, FLORIDA veS me, sk%" il � O MAC: 13L9` qb 0 �v qtl it 4,. 44 Z v 4N FIF4-u N 12--4rU 4 0 ew f ARCHITECT c CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSSACTUAL UPLIFT (GROUPED, WORSTCASE SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-A7 EACH 1372# 1 (1) META 20 1810# 191 10dxl-1/2" A8 1ST BRG 1376# 1 META 20 1810# 9)10dx1.1/2" 2ND BRG HANGERBY TRUSS COMPANY A9 In BRG 475# (1) META 20 1810# (9)10dx1.1/2" 2ND BRG 2023# (2 META 24 2365# (12 16d x 34/2" 3RD BRG HANGERBY TRUSS COMPANY B-810 1n & 3RD BRG 993# (1) META 20 1810# 9 20dxl-1/2" 2ND BRG 2251JJ (2) META 20 2365# (12)16d x 3.1/2" B31 EACH 691# (1) META 20 1810# 9 10dxl-1/2" C-C3 In & 3RD BRG 983# 3 HETA 20 1810# (9)10dxld/2" 2ND BRG 2185# (2) META 20 2365# 12 16d x 3.1/2" C4-C9 EACH 1466# (1) META 20 18101t (9)10dxl.1/2" D-01 In BRG 760# (1) META 20 1810# (9) 10dxl-l/2" 2NDBRG HANGERBY TRUSS COMPAY E EACH 711# (3) META 20 1810# (9 10dx1.1/2" GR7 In BRG 1694# (1) META20 2810# (9)10dx1.1/2" 2ND BRG HANGERBY TRUSS COMPANY GRA EACH 2973# (2)META 20 (1) MTSM20 2365# 1175# 12.16d 10.10d & (4)1/4" x 1-1/4-TITENS ORB 1n BRG 867# (1) META 20 1830# (9)10dx1.1/2" 2" & 3RD BRG 2694# (2) META 20 (1) HTSMZO 2365# 1175# 12-16d 10-30d & (4)1/4" X 2-1/4" TITENS GRC 1n BRG 3320# (2) META 20 (1) LGT2 2365# 2030# 12.16d 16-16d X 7-1/7" x 2-1/4" TITENS 2ND BRG 2640# (2) META 20 (1) HTSM20 2365# 1175# 12-16d 10.10d & (4)1/4" x 2-1/4" TITENS GRID 1n BRG 15100 1 (1) META 20 18109 9)10dx1-1/2" 2ND BRG HANGERBY TRUSS COMPANY ORE EACH 718# (1) META 20 1810# (9 10dxl-1/2" GRF 1n BRG 2183# (2) META 20 2365# 12-16d 2ND BRG HANGERBY TRUSS COMPANY KING LACK 1n BRG 7439 (1) HETA 20 1810# 9 10dxl-1/2" 2ND BRG 591# 1 NITS 16 200011 14)10dx1.1/2" HIPJACKS In BRG 157# (1)META 20 181010 (9)10dxl-l/2" 2ND BRG NAILED PER TRUSS COMPANY PIGGY BACKS 48" O.C. 317# (3) NITS 16 1000# (14 10dx1-1/2" VALLEY TRUSSES 48" O.C. 672# (i) MTS 16 1000# (14 )SOdxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # 76374 FERNANDEZ. TRUSS ENGINEERING DATED 1 2 2019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 21VTt z PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES - (WORST CASE) ROOFING ZONE1-29.1 N/A OWENSCORNING ASPHALT ROOFING FL# N/A 6-ROONNG NAILS PER SHINGLE WITH 3/8"DIA. HEAD SHINGLES ZONE 248A - - SHINGLES 10674.1 ZONE 3 -72.06 UNDERLAYMENT ZONE 1-29.1 -525 POLYGLASS USA POLYSTICKTU PLUS FL# N/A (SELF -ADHERED) ZONE 2 ABA 5259.1 ZONE 3 -72.06 WINDOW ZONE 4-31A -70 POT INDUSTRIES SH 5500 NOA# IMPACT 3/16" ULTRACON @ 13.75" MAX. O.C., 6.1/2" ON ZONE 5 -41.1 17.06W.05 CORNERS,1-3/9" MIN. EMBEDMENT AND 1" MIN. EDGE DISTANCE MULLIONS ZONE 4-31.4 -130 POT INDUSTRIES CUPPED EXTRUDED NOA# IMPACT %-TAPCONS@8"O.C., NRTH 1-31C MIN. ZONE 5.41.1 MULLION 17-0630.01 EMBEDMENT AND 1" DISTANCE TO EDGE GARAGE DOOR -29.1 -04 DAB DOOR 824 STEEL NOA# IMPACT 5/16 X 1-S/8" LAG SCREWS 3 PER BRACKET 6 32" O.C. COMPANY, INC. SECTIONAL 17-1018.12 WITH 1-i/4" MINIMUM EMBEDMENT GARAGE DOOR -29.1 -44 DAB DOOR MODEL 824/811 NOA# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" O.C. COMPANY, INC. 17-1018.13 WITH 1-1/4" MINIMUM EMBEDMENT DOOR ZONE 4 -32A -50 THERMA TRU CORP COMPOSITE EDGE FL# IMPACT IS" TAPCONS III, MS" MAX. O.C., 6" ON CORNERS, ZONE 5.41.1 FIBERGLASS SINGLE 20468.4 1-1/4" MIN. EMBEDMENT,%- MIN.CLEARANCE TO DOOR MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOOR ZONE 4 -31A -50 THERMATRU CORP COMPOSITE EDGE Fill IMPACT JP TAPCONS 111)14.5" MAX. O.C., 6" ON CORNERS, ZONE 5.41.1 GLAZED 20469.10 1-1/4" MIN. EMBEDMENT, X" MIN.CLEARANCE TO FIBERGLASS SINGLE MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT DOOR ANCHOR DOOR ZONE 4 -31A -50 THERMATRU CORP SMOOTH STAR FL# IMPACT W TAPCONS 4P14.5" MAX. O.C., 6" ON CORNERS, ZONE 5.41.1 COMPOSITE EDGE 20468.12 1.1/4" MIN. EMBEDMENT, X" MIN.CLEARANCE TO GLAZED I MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT FIBERGLASS DOOR _ _ - ANCHOR WITH 3" AND 7" CENTER CLUSTERS AND APPROVAL FOR USt Ur YRUUMIb LDI tU run vn>m WU - Unc., ncv'. noc r v v , ,+-.., THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. W ROOF SHEATHING HAILING ZONE INFO. FERNANDEZ/HACKETT ZONE PI 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, RESIDENCE ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . ST. LUCIE COUNTY, FLORIDA 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. I d { MICHAEL J. SEAL, AIA AR96898 REVISIONS I SHEET TITLE ! SHEET NUMBER 'PROJECT NUMBER V,\`1 6CoA- DATE R'lao III Wahl PTtI1:nL,r FILE COPY. O 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 REVISIONS NO. DATE KEY PLAN 1 Rg 898 F 'Fr,`' MICHAEL J. SEAL, AIA AR96898 -------------- ARCHITECT 5 d- Z0-4" u REGISTRATION too rrvr�1 ItN'tt AL, AIA AR96898 REVISIONS KEY PLAN °; TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT" EMESTRATTON SKYUGH7b GLAZED CEBJNG WOOD MASS WALL FLOOR BA8LT4EN WALL SLA84 SAL CRAWL SPACE' CLIMATE ZONE t4FACTOR° u+ACTOR FENESTRATION SHGO. FRAME WALL R-YALUE R-VAL A''U R-VALUE DEPTH t NR 0,75 0.25 30 73 3/4 13 0 0 0 2 040 0,65 0.25 38 73 4!6 t3 0 0 0 3 035 0.55 025 38 2UM13+5° 3113 19 5ri37 0 y13 4 except 035 055 0.40 49 20w 73+5^ 8713 19 t0/13 70,2ft 10t3 Marine 5 and 032 9.55 NR 49 20w 73✓./' t3147 30a 751i9 10,2# i5i19 Marine 4 055 NR 49 0+5w13+10h 1520 304 7519 A0,4ft ISMS 6 032 12M5orlj*10° 79R1 38- 1579 10.4ft 115fl9 rand8l 032 1 Ei?i S pRLE01'O�� a.cx�cc v/ne�e �r�$.�a�tL PI;AA 4Q� y-'P.�,.J SEnLt+LOtP !�tl_L 'T-1 L S V U'E o fC n 0• to =C_>L�3 LAP ess aN�S TOO ®F- IPa� YPALL. to P K ri aH PLATi;S _ 2 xA'Sti1D� -_ (/2(GD�C t�L1/�t7 SiF+TtIJ�a. Fl V-Z)�1-saG_ 1 60e lw_ S't"U PIS Tv SXtI511IV 1 I P At L_(_� I PY DETAI L .11't'-S 1'oo.F STKu C.TLi R� P 4 To? (��aTC• 4 6T`Q>t_ Cm 2..4'O,C7 4 Pao-iT oM 1 (.A,*re N`a 16E-�Tla D 4 I?IJfea fm(O O it'. e__ 5ECFI© e 'ro2Stoo ¢3t_owK_ S w/'IZ`X5`/z ret,Rm n -Lycp `z Fi1g-yto[ 311X 0 - �- O , 0,1 I tlTt zi<cD SUCK �°yz I�i✓� i�E�S Yl/ Z > X 'o O 1 i O 0 �9 LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 8974# 7034# BF24/iT-1B L2 314" 8974# 3Z9 5591# 2L-:-it BF24/IT-18 L3 4'-W 89M 4853# SF24/17.16 14 4'4" 86J2# 1 g% 0- 4292# R144 $1 SF24/iT-18 LS 51d" 7342# 3z`)'bE:- 3607# ZZj. SF24/IT•18 16 5110" 60364 3295# 1 8F24/1T-10 L7 614" 83600 2959# BF24/ST-18 L9 7'4" S681# 3 (v /.A 2571# ° 4_4.;t 8F24/ST-18 l9 9'4" 348b# tzlw 1811# Z7-tl- 8F24/1T-18 L10 1014" 2781# 1458# 8F24/ST-18 L 11 1114" 2423# 1 D 1272# %6 81124/1T-18 L12 12'-0" 2193# 1151# /11TT-IB L 13 13'd" 1838 962# /1T-16 14 14-0 1697# 897# /IT -18L 115 14'-S" 2245# 823# /1T-10 L16 15'd" 2058# 767# /11.18 [8F24/IT-jU31 L17 17d 1609# 637# 30(�L1819d 1292# S46# /IT-18 L19 211d 1114 480# /-18 LID 22'-W 1097# 46l# 8F24/1T-18 L22 24'-W 884# 416# _ BF24/1T-IB ROAN" VNER:T tETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 C40 806M C W 4409# 'R44 8F22/ST•18 RL-2 4'4" 80600 4224# BF22/iT•IB RL-3 51.8" 8060# 3277# 8F22/ST-38 RLd 5'•10" 80604 3176# /3T-18 AL-S 61.8" 7935# 2JS8# m /1T-1B RL4 7'4" 5743# 13 tp 2442# 3S j8F22/IT-1A RL-7 9'-g" 3129# 18940 /1Td0 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT, APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. P� ��C d i g't I �� FILLsaCirt. Zr 4 Ncs DOOR AND 11111N-DOW BUCK FA 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 0 IT O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1.1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS, OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/." X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. CAUL ICU I _- 5g wL o 1rFATE � F'C-40$ t tJ C.ca �•tic-tom IlJ�1'c'acc./�"i`(oN� per. ul ptn TZJ c-.. f�e- �=V° Q_ ?. %b-Z7 i - ---- - - - - I ARCHITECT STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE, 2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS ANp FOOTINGS TO 2500 000 IN. M A r c h i t ¢ c t o n c n c'.. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN, LAP 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS 1.1/2" 806 DELAWARE AVENUE COLUMNS 1-ur FORT PIERCE, FLORIDA 34950 6. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% T: 772 460 7751 F: 772 460 4244 MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND WWW.ARCHITECTONICINC.COM FORCES PER THE FLORIDA BUILDING CODE ' 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE STATE REG # AA26003348 FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. B. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE V MINIMUM BEARING, SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. COPYRIGHT 2017 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2A A OF TMS 602/ACI 00.01ASCE8 PROJECT 10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 11, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. NO -US: DRYWALL SHALL CONFORM WITH SECTIONR702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702,4 OF THE FLORMA BUILDING RESIDENTIAL CODE, WALL AND CEILING FINISHES SHALL HAVE A PLANE SPREAD CLASSIFICATION OF NOT GREATER IV -AN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL RAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 'WATT PER SQUARE CENTIMETER WITH AFLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALT. HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450, TABLB RS01.20) 0 iMAT1A AND nenne A cu,n ..�....... ..:..."n.... GROUND SNOW LOAD WIND DRSIQN SP660T m1phl4 m h eUacbL,NA,I 8EIBMIC DESIGN CATEOORYI SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER„ UNDERLAYMENT REQUIRED" FLOOD HAZARbS# AIR PREIT O INDEX' MBAN ANNUAL 1'BMW W46th4rinp" Fro4t lMe tl4[ith° T4rmlie• NA Sn#P1g.U)l12(4) NA NegltSlbla NA Very NA NA NA FIERY 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 V O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 60 COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES Wl A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %11 MIN. . DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 V," CASE HARD NAILS @ 8" O.C. V2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 11/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. jcLY>�€�Ux,�S 4i4rNGc�fola P0a4'-N3^ STICK. 9"-IN rauce.. we ca)4 Q1�Ywoc�P D.G OF E� ��(�, ��-/�' �?'�10;= 16 2''�+' Pd.,.IK, t�-t7�n#k'S � ILL EA• FL..I.. W/ a00 CFit ad"e- r2fm:f► A'L'. - �w /r� �-+ p► •��ra4ML- w/ 11l C La u I-rrL. ZX4 $LOCk\�C41 `B' t i2"M t e-r _ �rurc� FII i151{ 5. �a�{zs FI�LL,��t� 6-16D.G• MP.X�r-rF� PJ' k-11 r�i"r3o ao Phi F�u��G G�1--IG. _ SI�Wf b�lxb -iDl1D f.•1. W.M. e>('- Fri E' �'1 •>~} C71-L 4on i t'IF-tra W J(3� MI 1�59,_rRspraD pt-L , Mill _ � 4- I '`CIJAi�" MICHA EAL, AIA ' REVISIONS ' DATE e.nn q /Zor/T NavS� P� 3 1F I /e/ 41 I'12 G' 6- FT ECTRICL LEGEND SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE G-1F1 GROUND FAULT PROTECTION 7 PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF iO. RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS U DOORBELL c �I CHIMES ELECTRICAL LOAD CALCULATIONS 3751 SQ.FEET 3 VA 11253 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 1 REFRIGERATOR 1200 VA 1 DISHWASHER 1200 VA 1 LAUNDRY 1500 VA 1 RANGE 12000 VA 1 DRYER 5000 VA 3 PUMPS 7500 VA 1 WATER HEATER 4500 VA 1 POOL EQUIPMENT 2500 VA 1 MISCELLANEOUS 5000 VA TOTAL 54653 VA FIRST 10 KVA@ 100% 10000 VA REMAINDER @ 40% 17861 VA AC / HEAT @ 100 % 24000 VA TOTAL 51861 VA gm 217 AMPS 240 PROVIDE 300AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES TE F,(E,C-` 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 FERNANDEZ/HACKETT RESIDENCE ST. LUCIE COUNTY, FLORIDA CLIENT 1 REGISTRATION ;` t I 40 � d ' 1' k_ MICHAEL 'EAL, AIA AR96898 REVISIONS mmm SHEET TITLE / SHEET NUMBER ®F b PROJECT NUMBER - (9 © 4e� DATE I /Z.//7 Bfv, ftr-m'"r