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HomeMy WebLinkAboutApproved PlansTE ij� ��••��' LYING IN SECTION 9, TOWNSHIP 36 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA UNPLATTED ACREAGE FND 5/8" IRC 200.00' UNREADABLE TOP OF BANK - - S 88021'10" E - - 0 2Q�0� - f7 -x S 88021'10"-E - TO OF SLOPE x 16.51 TOE OF SLOPE -DF-aF--aF-aP-uP-aP- x 19,64 aP-uP-aP-ar-aP-ar-ar-aP-QP -i- 9P f Q OFB�AN �- 3 a�p- 50' DRAINAGE & UTILITY EASEMENT-- ff1 x 20.34 I x 20,50 ALLMANUFACTURES SHOWING U FACTORS AND SHGC PLUINOE WITH FBC ENERGY CODEMUST BM REMAIN ON ALL DOORSD WINDOWS UNTIL INSPECTIONS AR AM°ROVED LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP Awe STRUCTURE p FOAAc LB LICENSED BUSINESS FBC 1606,1.4 FOR O( E LS LICENSED SURVEYOR INTERNAL WIND PRE M MEASURED DATAWINDBORNE DEBRIS MON MONUMENT IMPACT RESISTANCE N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERD LAND SURVEYOR R/W RIGHT-OF-WAY 1 23.38 >0- 75.0' _I WELL -I LOT 14 BLOCK A OCCUPIED / EEN DESIGNED / MPLIANCE OF TANK F THE FOLLOWING: E22 76 URE 88 OnL} DnAN rELa=1 Er.D 22.82 ROTE ON Int,) 3LAZING Ont.) THESE PLANS AND ALL PROPOSED WORK ARE SUNECT TO AN''I CM,''ECTIONS REQUIRED V M LD INSi CY04W THAT MAY BE NECESQARY IN ON -EA TO COMPLY WITH ALL APPUCABUI CCOR/t ® WATER METER & AND FND NAIL (IN CUT OUT) ® AT NO ID (BENCHMARK) A DELTA ELEV+ 20.20' �S UTILITY POLE v - - - S 88'21'10" E 211.50' ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILI Y OF THE CONTRACTOR OF RECORD 200.00' S87821 -10--E - - 629.15' S 88°21'1W E BASE BEARING 18. DRAIN INLET43 20,00 20 FND %8' IR NO ID x 20,59 x 20.99 x 20,51 FND 5/8" IRC UNREADABLE 200.00' DRAIN INLI 200.00' FND 3/a" IR NO ID - 22.80 200.00' S 88°21'10" E - - - - - --x 3358 irff------offxw 17.60 19.52 °p-ar-ar-ar-ar-ar-av-ar-pP-ar-av-w-w-w 064 x _ x -x 20.54 x 1 x x x 20.06 1 5' FARM FENCE x o x x 20.36 x x x x 20,14 LOT 15 BLOCK A VACANT 52.00' 21.33' M PROPOSED 6 POOL BY OTHERS M m g b 13.00' 0 32.33' PROPOSED 1 STORY CBS MINIMUM FFE 22.30' 15.33' 0 17.33' PROPOSED 7.6r ENTRY / YPROPOSED Opi 30.00' M CO 18.0' •e � S 88021'10" E 20.25 NO 45.0' 75.0' *X&G G - x -x 20.50 �n M i 2ff 4t3- x -c 20.54 �\ CD x W)1 LOT 16 / BLOCK A \ x OCCUPIED 5' FARM FENCE O o I p x 75.0' 22.47 o WELL x 20,73 +\ / X - TANK / \ �x 23.10 .63 / x ipt DRAINFELD FRONT CSIDES REAR ,- FND %a"ItR ` N" 81.7' o 0 � O OD M DATE 200.00' UNREADABLE AtA i 16-525 wI ., x 20,20 w w ,F- w w _ ��•` 6' - - - - 200.00' 6 w DRAIN INLET FND 3/8" IR I0 o �O 81,7' NO ID x 120,48 x 20,51 FND 5/8" IRC UNREADABLE 200.00' DRAIN INLI 200.00' FND 3/a" IR NO ID - 22.80 200.00' S 88°21'10" E - - - - - --x 3358 irff------offxw 17.60 19.52 °p-ar-ar-ar-ar-ar-av-ar-pP-ar-av-w-w-w 064 x _ x -x 20.54 x 1 x x x 20.06 1 5' FARM FENCE x o x x 20.36 x x x x 20,14 LOT 15 BLOCK A VACANT 52.00' 21.33' M PROPOSED 6 POOL BY OTHERS M m g b 13.00' 0 32.33' PROPOSED 1 STORY CBS MINIMUM FFE 22.30' 15.33' 0 17.33' PROPOSED 7.6r ENTRY / YPROPOSED Opi 30.00' M CO 18.0' •e � S 88021'10" E 20.25 NO 45.0' 75.0' *X&G G - x -x 20.50 �n M i 2ff 4t3- x -c 20.54 �\ CD x W)1 LOT 16 / BLOCK A \ x OCCUPIED 5' FARM FENCE O o I p x 75.0' 22.47 o WELL x 20,73 +\ / X - TANK / \ �x 23.10 .63 / x ipt DRAINFELD FRONT CSIDES REAR ,- FND %a"ItR ` N" Dk - -bra- - - 200.00' ---`-`-x 18.88 - S 88°21'10" E - DATE 200.00' Ulf -- LOCATION MAP NOT TO SCALE _ 375.46' S 88°21'10" E J FND NAIL/ NO ID BENCHMARK ELEV = 20.78' STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A. PONY PINES - UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FDOH. im, St. Lucie County E viionmental Health Site Plan Approved for Construction Supersedes. All Previous Site Plans for OSTDS #'iG-SF_ �7 365Y5 &Well #59 25fG9 Date: jLL0Z Reviewer: GENERA NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF N88021'10"W. 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2016. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. W\o` m i/i L N J � Z� D O t JCC 0LWLi Z 0 a Q C9 UJ J h J w H J D- Z 0 Z O Q J 0 Z W Z Of CAI fA Z Z = l" h U) U) LL 0 N M � a O O � N U. U a WO a° LL LL ow L LLCLw F r o N LL Q F O to = st a 0 o N 'rn > P - Y W Z 00 LL Go CID LL O z<z aoa WWWLa Lg z 6a '0, 4 6' 0, o s 1:8 do<Q W a. U NOp ? OZ iF o� r z vz�m r�No x zoW 0 W zox a1.. a tt9K < W'o = a � _ s�§o c� 80 O z gZ U a= 0 Z��o WC'F-w 0006, za S� n`w= Z�oa OwzF p U <M:m DRAWN BY, CA CHECKED BY, DA DATE, JULY 03, 2016 HORIZONTAL SCALEI 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. l = S', EAE JAR= cu AarnALi 60 RI4V Dk 4971 FND NAIL & DISK o DATE 200.00' UNREADABLE AtA i 16-525 ., BENCHMARK - S 88°21'10" E to to DRAIN INLET _ ��•` 6' - - - - 200.00' �F - u S 88°21'10" E ' E � DRAIN INLET FND 3/8" IR _ X 200.00' - - ° NO ID r EDWARDS RD. LOT 22 all I m C: LOT 21 BLOCK A BLOCK A OCCUPIED OCCUPIED SITE Ulf -- LOCATION MAP NOT TO SCALE _ 375.46' S 88°21'10" E J FND NAIL/ NO ID BENCHMARK ELEV = 20.78' STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A. PONY PINES - UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FDOH. im, St. Lucie County E viionmental Health Site Plan Approved for Construction Supersedes. All Previous Site Plans for OSTDS #'iG-SF_ �7 365Y5 &Well #59 25fG9 Date: jLL0Z Reviewer: GENERA NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF N88021'10"W. 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2016. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. W\o` m i/i L N J � Z� D O t JCC 0LWLi Z 0 a Q C9 UJ J h J w H J D- Z 0 Z O Q J 0 Z W Z Of CAI fA Z Z = l" h U) U) LL 0 N M � a O O � N U. U a WO a° LL LL ow L LLCLw F r o N LL Q F O to = st a 0 o N 'rn > P - Y W Z 00 LL Go CID LL O z<z aoa WWWLa Lg z 6a '0, 4 6' 0, o s 1:8 do<Q W a. U NOp ? OZ iF o� r z vz�m r�No x zoW 0 W zox a1.. a tt9K < W'o = a � _ s�§o c� 80 O z gZ U a= 0 Z��o WC'F-w 0006, za S� n`w= Z�oa OwzF p U <M:m DRAWN BY, CA CHECKED BY, DA DATE, JULY 03, 2016 HORIZONTAL SCALEI 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. l = S', EAE JAR= O )FESSIONAL SURVEYOR & MAPPER Dk 4971 \ 2 DATE 6 5 % `v AtA i 16-525 0 Py ° ORANGE AVENUE EDWARDS RD. OA<EEC 712 SITE CITY ROAD1 SITE 1� MOCMTY ROAD d� PRIMA VISTA BLVD. �ry Ulf -- LOCATION MAP NOT TO SCALE _ 375.46' S 88°21'10" E J FND NAIL/ NO ID BENCHMARK ELEV = 20.78' STREET ADDRESS 11700 APPALOOSA COURT, PORT ST. LUCIE, FL. 34987 LEGAL DESCRIPTION LOT 15, BLOCK A. PONY PINES - UNIT ONE, ACCORDING TO THE MAP OR PLAT OF THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 3, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. FDOH. im, St. Lucie County E viionmental Health Site Plan Approved for Construction Supersedes. All Previous Site Plans for OSTDS #'iG-SF_ �7 365Y5 &Well #59 25fG9 Date: jLL0Z Reviewer: GENERA NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF APPALOOSA COURT, AS RECORDED IN PLAT BOOK 17, PAGE 3, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF N88021'10"W. 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0252 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 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. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA. 10. THE LAST DATE OF FIELD WORK WAS JUNE 30, 2016. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. W\o` m i/i L N J � Z� D O t JCC 0LWLi Z 0 a Q C9 UJ J h J w H J D- Z 0 Z O Q J 0 Z W Z Of CAI fA Z Z = l" h U) U) LL 0 N M � a O O � N U. U a WO a° LL LL ow L LLCLw F r o N LL Q F O to = st a 0 o N 'rn > P - Y W Z 00 LL Go CID LL O z<z aoa WWWLa Lg z 6a '0, 4 6' 0, o s 1:8 do<Q W a. U NOp ? OZ iF o� r z vz�m r�No x zoW 0 W zox a1.. a tt9K < W'o = a � _ s�§o c� 80 O z gZ U a= 0 Z��o WC'F-w 0006, za S� n`w= Z�oa OwzF p U <M:m DRAWN BY, CA CHECKED BY, DA DATE, JULY 03, 2016 HORIZONTAL SCALEI 1"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. l = S', EAE JAR= ARNOLE )FESSIONAL SURVEYOR & MAPPER ARIDA LICENSE NO. 4971 PRINTED DATE SHEET 1 OF 1 PROJECT N0. 16-525 � • €I ---�I 33-9- - - 8�. a 63`x!" 3 8' - 3DRLa l�fc.-} -. N.Iwn, vlC� �,. �, 4x1.4 �Ldr,GEN�k2 --=1- t sdg1r 9 —mss £yfr=}- -- Q� Ih33w(o�sc,�t• Ses.ML4004cr/'f+:`npMr t- z725S4Nr � P.L-1 Lt=G?� Y1tT€t� c-- ---► ' • A _ •till T • . i • . A ♦ • • Y s R•aD _ 5'86+. TOE+ iPt Ja(({ 2L>rGT PaN>.e- 1 u , �/ in u µ t J J __ 75F1, CAA O � - A5 �E�CG.Oe,M 0 w ` '� VdVt.T C !� gsCt(,• I ti 14 GLC°. RIDG N U6.=oe, _ V �'` .-I _. .LL's" p� Y� mIR OfL LLYY L l�`'DII » y 4„�1f>A �- I lid "(j 11 �N M•I V1 ,. • i c O LLA5, 4Vy BQaN 40 o O f:OD >� 4l+ELF V Dr S C t pps r 4. L-A39 I Lk a 7P-Q `+r ° B _�roL”I+ \ Lq • -. _ N- [�+ s . • t u ti ri I H •�_.._ '�I O — , PAN k h+� O I N ''.._--.... Rt6NL�' 'iD!' K . w 1?XH• ilSfti �" $ 41i • ' IFl$IrKGL.SrQ� 3�x 6 LvM • "Q f �9 -t _ DtNltsCi� i 0Fir "Cle U E--t tin Tn Q�{• ��G-.LGa _�!' 4 eA It N t le ! ` hY� n t 11 to 1 tr j o O 7 rn ('I - r5n �x p T- °GAG IN dil r • - • ♦ r t/itSC- 6 EA M I "' 12- U.. _.__ 2-!� 12 rf5..-. __._._ .. - 2-Ot $ •D" 2-v Sagami 4 F7 -I j Certification for Desisn load Compliance r 1 � R L- .+ .. 1• 1. DESIGN CODE: Florida RZESI DElisMA L code 2014 Edition w/20_ supplements using ASCE 7-10 y _, �',�'t t 4„ '! 2. Structure Design is: X Enclosed _Partially Enclosed—Open Building 3. Risk Category: _I X II _III _IV Exposure Category: 6 DCC D Adjustment coefficient t LL CD L L ( OF L- _ 4. Design Wind Velocity mph — ASD _ LRFD End Zone Width eft. aD:Ti RB. CDn 1rT Q n t rt S. Mean Roof Height 166 ft. Roof Pitch:4 :12 Parapet _ ft. r- I ♦ -, —p est____- 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' ' MRH(worst case)) Zone 1: - _Zone 2:- 70,4 Zone 3: -114,5 Zone 4 - 58.0 Zone 5: - GRAGarage:+2.5 1Lvy (A ALUM. � (EMP. i 7. Design Loads: Floor:— PSF Roof/Dead: L1 PSF Roof /Live 30 PSF Balcony: PSF t' e Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF - 8. Were Shear Walls Considered for Structure? K Yes _ N Er2CsL _Not applicable Explain Why Not: GI M-L-�-y�-�%w t— C3 � 'r ( - ` +� ° 9. Is A Continuous Load Path provided? XYes— Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF BLC;� 4 VALtL7 L - 13---_ Y'AUL'r GLCrr G )Z I L7 Co E ✓ �L� 6 � :+L,-6.- .. I Soil boring Test required X Yes No based upon section 1803.2 exception) g q ( p F;5c M _ Qi 1I 41'4 w rt01 15 -l) 4 H 4 t2.'-O,i. 8`___ 3f0= n a` - N. r!o`-O'I I t U-71 ki L-�rn, 11 i ,_ �t1 4- S Vt1tT tip!__-cilk z. i IL..LL'..D LL - 711 ' I I i• -- J ___ I E 4 AtUly. •rg-PAIPr J € Q O L-t© ( `t 611 1. M. I RS __._ �°x � r - -1 D —.Mc., e I 15 T I 6'Ql ���d BAS, a3 I>Nj 2 ql t- - -_� ARIA CALL ILAT I 0 -N _ - 3 aY•� a � ILEX [ u G_ —� Q q FDOH in St. Lucie County _ _/�tiU,FRhM1s Ff LAsS�D�:1EP9_.._.__ � . « = __-. Y . I +�I ug_°x ZS _._ Q 31-foLD Gt44, ; __Pi-R�/1 -� R - - Z`4� _ T3 3 O _ Environmental Health a __ScSEE ISS 1 f�C Ufi� _�6L _24`�BtoGK - t' $°X GB vU -W-M ` FORC H Site Plan Approved for Construction -_-- ai. 'Le l7Q fil-'Ft!D.L2$5. ✓ I Y u i srCP e fly-s'1.1�1�- _fie_ i Supersedes All Previous Site Pians for _.., _ , _ ` �--Oji-__- $tt - - {Q•`'Glu 4n 2t dH 1f 1- „ t 40;'[ ,I 4l� - IQ'-�jn i Y �'1 - . TQL---VI-CK .. � . 4 7.0. _-. _ - _ - _... -. OSTDS #69-3F-1730,6T1 & Well #5Y 259G 7 l Twp•; �I`b�FA.L 24 a sa.FT. Re eler. ATI1 � ✓ s ' es.a - �'7 (2125.�.V2r_(�GRESS) _T'EM ire Ca ( 6,-2 0 13t•8„ i'1 1^coli FILECOPY 24' A tI _ ------ -_4.41 4"_-- -- - _ _ ` r I a II J-241-411 ICoGL t I GewG I?n}�i 3°R La �I EtS� c oC 4C t£ —'� 14emTL. DIG I IV OWN aC �v. vx I I All I 1 s � CcvC� P.trV SkiE-rt- ..r ' x L -!D W-1" 13'81 _ — _. .. _ I II- rl-G 9`` - - 1• _ it 40, i ✓; �G?,Ytt-;T-E-� , I Ll I� 9 RL-! L 4 4) Ih33w(O65e,GL' s's,rl,wJa0Scr/-AE'►II,iP.G! a7255,k, � ` — • A • ° - ' • 5'9kF. ' "(138 )^(I•I & L1:GT1 P6 N>rL - � 1 Y � - to kn of ARV T6 tog . to evt - ECAA - _ M Ah BGp2ocaM S $ATF!t7Y tf��ACaE. IF 140? GLG , vi oil a cLG, RIDGE N !¢ mtR GR I u _ , r ` 11 �' `�j3% x u 4!1 10 -0 4 r i 9 -• �� � 1 E55lNG I t 6 _ ' � _� fl rl -i idle ILAB• 4 WD,6rep$A14NGypSr I u,c - �- 9,RDfa $ • $ I SS LkVRER 0 �R,Op Q' $N•ELP R I--k-.C. .. I - �; : ��r.Jt+i �iTTiG 1 i y _ ICEP B° x _1,41c.DR C� SLD '04, M (� Q I nAN 9 Il l 22'.4°1 c}' _Seidl N 32-4 wit INK H1t10 N _ _ a ` t' a -I uu zT 1 -_e.Q)C - 4j, Q 12°�D?V143 tm4L 7Gd Q � 4NP_ _ pszolz d _t45 _5AL_S C 61 ' `Q11 t '� L-4 di z4 XA Vttl/C...� _ O L i I� o 1111'T, ar. _, rtLLC® p A r Certification for Design load Compliance 4 —G U w QC }, c m rn _ - w f� tf Ih v i ------------------------- z4 XA Vttl/C...� _ O L i I� o 1111'T, p A Certification for Design load Compliance —G U w QC }, c rn _ - • • i 1. DESIGN CODE: Florida PSSt PSt4V 4 L code 2014 Edition w/20_ supplements using ASCE 7-10 L' C z o - r q t v, -4 r' ( 2. Structure Design is: X Enclosed_ Partially Enclosed^Open Building �IL-� �ry I " U ��'-off g1' A ! O 3. Risk Category: _I XII III _IV Exposure Category: _B X C _ D Adjustment coefficient ?' (� �' (. 41-411 ° Io U L- 4. Design Wind Velocity J&mph ASD _ LRFD End Zone Width ft. L P' �� SLEEPING ROOMS PROVIDE AN EGRESS WITH A NET CLEAR OPENING -[1 x 5. Mean Roof Height: 14 ft. Roof Pitch:12 Parapet _ft. I g WINDOW i t B` r OF 5 SO. FT. FOR GROUND FLOORS, R -P� _ 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 ' MRH(worst case)) 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS _ Zone 1:-P-l2one 2:- 70,4 Zone 1-1141 Zone 4 - SS.o Zone 5: - b9,4Garage:'•2'L 5 VL -LT i1w 4 SHALL NOT BE LESS THAN 24'H OR 20'W THAN 44" ABOVE FLOOR. 7 Design Loads: Floor: PSF Roof/Dead: I1 PSF Roof /Live? 0 PSF Balcony: _PSF F -CD_ z IDX(g'"SILL NOT MORE - Dock; PSF Deck: PSF Stairs: PSF Fence: PSF Railing:PSF ) ey- 0' °'/ 8: Were iWalls ConsideredVorStructure? X Yes Explain Why Not ° aA 9 I A Continuous Load Path provided? X Yes Not applicableWhy Not: Rl_ -G 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required x Yes (based upon section 1803.2 exception) 15 _No - 4 V ,AL2LT GL V.bu�T C L%r � m, I. ^¢ � - @ a Iz 1 x0 C� 4 t lilt $1 ,t • , �GZc�Z>``®(' �gP R x 4 2 AI r -AC,ALsL.�..�. D _� % R,r7, CL4 2°xf. r' o £� GLC•1 RL-tT1Y[t�C� 1iR�-A � R q -- u 5 xL8 ll l 1 f ' 'L,VR—6La.l�ts, I D tl r 9T>iP �, ,O` 4t �tl 8ttAr - 4 h t 5� 7 0-- Y - F _ 41' l 0 $ vse�, �, ¢�i Ott !�. 4 2 0 � - .. - S.QI - ^ • • - _ y • 011 1 LEI I f III lilt 11) 711 • -_ li 11 �,4,�25gi1$�Ja_GiZE4s7 _�.'a��1.��Ci6�C�cpj �i GL, - -- 131IZICon Ttw I 44'- All r 24-a,i - J77 �tD .. ItJg110 1) IcA 17 OF °4 r Michael J Seal i I� o p v w $ U w _ c rn 0 i C z o I , 171) I " U ��'-off g1' A ! O j 41-411 Io U Qj x I g VL -LT i1w -CD_ LLD G64L - 0' °'/ ° aA ^¢ 1 x0 L16 ix qtr+ ex ' o I I --9t-FLRa aRI/ R ✓ > d -- $1 ,t • , �GZc�Z>``®(' �gP R x 4 2 AI r -AC,ALsL.�..�. D _� % R,r7, CL4 2°xf. r' o £� GLC•1 RL-tT1Y[t�C� 1iR�-A � R q -- u 5 xL8 ll l 1 f ' 'L,VR—6La.l�ts, I D tl r 9T>iP �, ,O` 4t �tl 8ttAr - 4 h t 5� 7 0-- Y - F _ 41' l 0 $ vse�, �, ¢�i Ott !�. 4 2 0 � - .. - S.QI - ^ • • - _ y • 011 1 LEI I f III lilt 11) 711 • -_ li 11 �,4,�25gi1$�Ja_GiZE4s7 _�.'a��1.��Ci6�C�cpj �i GL, - -- 131IZICon Ttw I 44'- All r 24-a,i - J77 �tD .. ItJg110 1) IcA 17 OF °4 r Michael J Seal i I� o p v w $ U w _ c rn 0 i C z o I , U A ! O j Io U Qj x I g no sfor Z 5 0 I ,0 4F/ STRUCFURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEIR 5 2 GRADE OR BETTER WITH 10M P.S.L MIN. FRIER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.M. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND 1,- CPPV, Lf FOOTINGSTO 2SOO P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 1, CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 14/2" COLUMNS 1.1/2" tit S. FILL (SOIL) SHALL RE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. �Z 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 UNSEIS TO HAVE 6" MINIMUM BEARING. do SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. y 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 3 �Z *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A 5 rsP MINIMUM 2 -MAX COATING OR BETTER. L'C1 rruulSl��I'�L7;tih6���I�GU��'�Q� o O o l`a R�c�ss sLL4$ 3'�z"Gsf;wR -leitl t w •M FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 8" DEEP X 8" WIDE THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-2 12" DEEP X 12" WIDE THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS. F-3 14" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 2 # 5 BARS CONTINUOUS. F-4 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. F-5 12" DEEP X 20" WIDE SPREAD FOOTING WITH 3 # 5 BARS CONTINUOUS. F-6 Y-0" SQUARE X 11-6" DEEP PAD FOOTING WITH # 5 BARS AT 12" O.C. EACH WAY TOP AND # 5 BARS AT 6" O.C. EACH WAY BOTTOM. CONNECTOR SMFDI II c TRUSS IO BEARING POINT(S) TRUSSACTUAL UPLIFT(GROUPEO WORSTCASE) SIMPSOM CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A016E 48" O.G 2235 (i) HETA 20 18108 9-10dxi-1/2" A02 -A03 EACH 9615 (1) META 20 18105 9-10dxl-1/2" AO/ -A06 1 BRG ftFBRG 6385 (i) META 20 18105 9-IOdx1-1/2" 0 2 6615 (1)MTS16 10005 1410dxl-1/2" AOBGE-A09A EACH 16385 (11HETA20 38105 9-I0dxl-1/2" ASOGE-801GE 18"O.G 17815 (1)HETA 20 18105 9-IOdK3-1/2" 802 1 BRG 3615 (1) META 20 18105 9-10dxl-1/2" U 2 BRG 3015 (Sj MTS 16 lOW# 143061x1-1/2" 804 1 & 0 BRG 10615 (1) HETA 20 18105 9-10dxl-1/2" 2 BRG 5555 (1)MTS36 10005 14-10dxl-1/2" o 3 BRG 21395 (j META 20 27005 9-I06t1-1/2" 805 1 & 2 BRG 11255 (1) HETA 20 18105 9.1061x1-3/2" 08"O.G 14995 (1)META 20 18105 9-SOdxi-1/2" BO6 1 & 3 2ND BRG 17445 37555 (3) HETA 2O (2) META 20 (1) LGT2 17505 2500# 12-16d I6.16d & 7.1/4" x 2-1/4" TITENS 807GE 4r 0. 1425 (1)HETA 20 1810# 9-10dx1-1/2" COS 1 BRG 6855 (1) MTS 16 1000# 14-10dx1-1/2" 2 BRG 425#(1)HETA 20 1810# 9-10dx1-1/2" CO2 J BRG 340# (1)MT516 10005 14.1061x1-1/2" 48" D.C. 287# (1) META 20 1810# 9.10dx3.1/2" CO3 EACH 556# (lj MTS 16 1000 141061x1-1/2" E01GE 48' O.C. 236# (1)HETA20 1810# 9-10dxi-3/2" E02 EACH 751# (1) META 2M1 1830# 9-10dx1.1/2" PIGGYBACKS 1 48"O.G 227# .)MTS 36 10005 141061x1-1/2" ....-....,,.,,. , . ncn»nur urtnw,rva�. A-1 KUUh IKUSS. JOB #67046, DATED I/9/2017 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. U a � M a w x w V z O 0 V) NV V A W 0 U e h QQWy t' Q 3 a o 0 O VivE Ill TTME= R f RR CAuL.kt►_ sTlAmo utavz pecsaple.1C= GC4txkEt'ff.. �56A1.$..'� �taC.lG IrJSCaGG/�•"C'IpN� CTfP. nE ALA -Ar -+tPV.4a) [_NDOW T"LS5HING DETAIL. NOTE: STUCCO ON RIBLATH OR PAPERBACK 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. Y.." PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS%" MIN. MAXIMUM HEADER SPAN 5-0' 1 8'-4- I 9'-0' 1 12'-0' 1 15-0' 1 18'-0" WALL HEIGHT STUD SPACING i 1 1 z z 1 z z / OF HEADMM s=a:EM fO'-0' OR TtSS 16� O.C. 2 2 3 3 3 3 'OF EULL LIII 19'-0' OR MORE tfi' O.G 2 2 3 3 4 4 DOUBLE TOP PLAT 9S 06STNWOSAL HEADER (DOUBLE SPACER GLUED AA O.C. STAGGERED E STRAP EACH SND LSTA 18 OR MTS HEADER SHIM FULL LEWIN SNI �- :fir,-vp. Gr1• STRAP EACH SND SMPSON SP4 OR NAILS P.T. BOTTOM PLAT POINT BEARING HEADER CONNECTION DETAIL TLT.� C.A%k-v- 1✓L7�, I,l / I— ���7G?vCl'c—��--'t71�'LiSS EFT 4 +L on I 2rd, 0 o jaw {t�Qu Eft ---E Ncl-o 1; TJ1fl: 1I/411t- l!(y (17 parmf �I TJ1fl: 1I/411t- l!(y (17 parmf F4 T11He.1; /"' �ItrL11c�. kN a, s.H.L.- ✓ �° 4V --- � �'�GL S"C1 GIC :U tJpk ie.L:A�!'hA>~h3T pN ?/Pj`t �i�. PL i11►ci(iz� s%►aA7-HING# A-r•c1a4 W/ Sao RING SN- 1 N,AI LS PMft HA ILIWCo TONG ItJ4 p'o'O 2 HeA�e� ^.,,,. wl'h"PLYWOOD SPuf:z �t y� 1�L 6LV EV f NaLLED w/� �1 S.oES D4, oP£NIro65 Y � tA.., T1' ui.-s-5�1: CaNwis,0R ScpeD ()LE W7M` " t 1 N41 s k - 24: '514'!A1.610 IN3uLAT 14 AIzD (K -- 6,4 P INr --r f=I F�EizL l�f 6�{} J Co NtiL, V1',SF.12 N VA L1 p 1 11 2 -a Tit ICJ�L �(✓ MrTA-L 171"l ...-..... I A 2:: F,. I NA.1 L tr K "_'i I �TEi�-101 P��_ Atcl �v� O 111,15 4EXT' t?bWTL'S IN tQ14I C'ILLL•D P•zLOr.A.-CELLS C,OR Vtsl .� �t:�A+�l�t/,TEIRMfT'�.,.."rt3E�AT1oLt7_.'�ILL JSOE 51+ ATG dn1c �- 4 05t(�,.Til .... ON-,,-.- 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 EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEED 4SO. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. S,r�Px',w�_r_nYs lco w/14 tUi � III PRODUCT REVIEW PRODUCT �T7-" W�U1rAT1Cli� . MODEL# APPROVAL# . -S ATTACHMENT METHOD �6LR_ b M f�f±4'I.JGE ",/g�D//_��G?Lttµµ,�� .. 4�� i��E",,"'Ia1spi APPLIED UPUFT LOAD COMPOSITE BEAM W7M` " t 1 N41 s k - 24: '514'!A1.610 IN3uLAT 14 AIzD (K -- 6,4 P INr --r f=I F�EizL l�f 6�{} J Co NtiL, V1',SF.12 N VA L1 p 1 11 2 -a Tit ICJ�L �(✓ MrTA-L 171"l ...-..... I A 2:: F,. I NA.1 L tr K "_'i I �TEi�-101 P��_ Atcl �v� O 111,15 4EXT' t?bWTL'S IN tQ14I C'ILLL•D P•zLOr.A.-CELLS C,OR Vtsl .� �t:�A+�l�t/,TEIRMfT'�.,.."rt3E�AT1oLt7_.'�ILL JSOE 51+ ATG dn1c �- 4 05t(�,.Til .... ON-,,-.- 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 EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEED 4SO. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. S,r�Px',w�_r_nYs lco w/14 tUi � III PRODUCT REVIEW PRODUCT PR65UCT DESIGN MANUFACTURER MODEL# APPROVAL# IMPAR ATTACHMENT METHOD LENGTH SAFE GRAVITY LOADLOAD PRESSURES SAFE UPUFT LOAD APPLIED UPUFT LOAD COMPOSITE BEAM TYPE 2'10" 6113# APPLIED GRAVITY LOAD 44608 APPLIED UPLIFT LOAD 8F16/1T-16 L2 3'4" 61138 SG E)WINDOWS.9 3f RF16/1T-18 L3 4'-0"61130 52060 3079# FDES'GN .70 JELO-WEN S.H. PREMIUM FL# NON 3/16"TAPCONS 016" MAX. O.C. WITH 1-1/2"MIN. EMBEDMENT �� 8.16/17.38 L5 I S'4" ATLANTICVINYL 14095.2 IMPAR AND%"DISTANCE TO EDGE ROOF 2 N/A TAMXO BUILDING HERBAGE 30 FL# N/A 3 TAB SHINGLES OF A 9" WIDE STRIP OF MINERALSURFACE ROLL L7 9 348011 PRODUCTS SHINGLES 1956.4 BF16/1T-1B ROOFING, 61 PER SHINGLE NAILS SHOULD BE LONG ENOUGH TO 7'4" ZONE 3.101.4 5'(o4 1634# 30q SF161IT-16 L9 PENETRATE %" INTO THE ROOF DEC( DOOR ZONE4.47.9 -SO JELD-WEN PREMIUM FL# NON (2) 3/16" TAPCONS 017" MAX. O.C. WITH A I.1/2" MIN, `L3 "- ZONE 5-57.5 (p O 8F16/1T-18 ATLANTICVINYL 10976.1 IMPAR EMBEDMENT All DISTANCE TO EDGE DOOR ZONE 4.47.9 •50 iELO-WEN DESIGN FL# NON WTAPCONS 025" MAX. O.C. SPACING AT IAMBS, 1-1/4" MIN. ZONE 5.57.5 L13 13'4" PRO/SMOOTH PRO 13$41.2 IMPAR EMBEDMENT AND 1" DISTANCE TO EDGE DOOR ZONE 4.47.9 -70 JELD-WEN PREMIUM FL# NON W TAPCON 0116.5" O.C. MAX IAMBS, 14" O.C. MAX HEAD, 5.5" M ZONE 5.57.5 1370# ATLANTICS.H. 14095.3 IMPAR FROM HEAD/TOP JAMB CORNER, 4.5- MAX FROM SILL/ BOTTOM 15'4" 1250# 48511 BF16 1T•IB c JAMB CORNERS: WITH 1.1/4" MINIMUM EMBEDMENT & 2.1/2" 950# 404# SF16/1T•1619'4" MINIMUM FROM EDGE DISTANCE DOOR ZONE 4.47.9 -55 TRINITY GLASS FIBERGLASS FL# NON WTAPCONS 0119"MAX O.C., WITH 1.1/4" MIN. EMBEDMENT, 2" 3060 8F16/1T-18 INTERNATIONAL DOOR 15129.8 IMPAR MIN, CLEARANCE TO EDGE AND 40MIN. CLEARANCE TO ANCHOR DOOR -24.3 -44 DAB DOOR MODEL 824.811 NOA# IMPAR 5/36" X 1.5/8" LAG BOLTS 0t 12" O.C., MAX O.C. 6" FROM ENDS 8F16/1T-16 PRODUCTS 12' GARAGE DOOR 1S-0304.01 AND 1.1/2" MIN. EDGE DISTANCE DOOR ZONE 4.47.9 -50 JELD-WEN DEISIGN FLA NON 3/16-TAPCON 0 IV MAX O.C., 1.1/4" MIN. EMBEDMENT AND 1" PRO.SMOOTH PRO 13541.2 IMPAR DISTANCE TO EDGE SHUTTERS ZONE 4.47.9 -72 EASTERN METAL BERTHA STORM NOA# N/A 14" LAG BOLTS 016" MAX. O.C. WITH 1.1/2" MIN. THREADED -r SUPPIY PANEL 13-0521.15 PENETRATION THE SEAL HEREON IS PROVIDED ONLY TU INDILA I t UUn ntv¢wA11VA'kilV;'L IVF' uIC wr �...........+ +.....•.. .++•....- ....._ PRODUCTS AND M ETHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. I W' 41 0 12 Co�4H.;ac EStk.e II f-1 A"T I 6e.IL V4.JNL"6.. 9 E.GTLO NZ UNIUMNISIM � LINTEL NO. LENGTH SAFE GRAVITY LOADLOAD APPLIED GRAVITY SAFE UPUFT LOAD APPLIED UPUFT LOAD COMPOSITE BEAM LS 2'10" 6113# APPLIED GRAVITY LOAD 44608 APPLIED UPLIFT LOAD 8F16/1T-16 L2 3'4" 61138 SG 3547# 3f RF16/1T-18 L3 4'-0"61130 52060 3079# BF16 1T -1B L4 4'4" 6113# 2724# �� 8.16/17.38 L5 I S'4" 5365# xU� 229011, ..._ 9FL6/ST-18 L6 I S'ID" 43600 2099# 11F36/1T-18 L7 61-60 348011 7% I 1880# w O BF16/1T-1B 1.8- 7'4" 26611111 5'(o4 1634# 30q SF161IT-16 L9 9'4" 1843# °J9 1133# S' SF16/1T-iB L 1O 1N-6" IS330 `L3 "- 914# (p O 8F16/1T-18 L11 1114" 1366# 3 798# BFi6/1T-10 L12 12'-00 1254# 723# BF16/ST•18 L13 13'4" 1075# 'JI 119 606# T•}4 SF161IT-16 L14 14'-0" 1002# SS9# BFi6/1T-1B 14'-8" 1370# 519# 8F16/1T-SB 15'4" 1250# 48511 BF16 1T•IB c 17'4" 950# 404# SF16/1T•1619'4" 7SONZ S' 347# O 9Fi6/1T-18 L19 21'4" 598# 3060 8F16/1T-18 L20 22'-0" SSO# 294# SF16/IT•18 L21 24'-0" 45011 267# 8F16/1T-16 ES: � F UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL1 4'4" 5206# SG 2635# 3f 8F141T-1B RL -2 4'-6" 52060 2525# 9F34/1T-10 RL -3 514" 4Sfi7T1 19688 j; 0 { 9F14/1T-18 RW 5'-10" 4242# xU� 19008 ..._ SF14/IT"16 RL -5 6'-8" 3120M 16514 8FI41T•18 RL4 7'4" 2459# 7% 1462# w O OF14/IT•19 RL•7 9'-a" i56b# 1135# 8.34 rr-18 NOTALL LOADS ARE IN POUNDS PER UNEAL FOOT.ST'CASE APPLIED LOADS SHOW WORFOR UNTEL SIZE. SEE STRUCTURAL NOTES PDR ADDITIONAL INFORMATION. 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 '/4" 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 1/4" X 3-1/4" TAPCONS AT I2" 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 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. T S40HJ �l.oeic. r O ZL tZ L IV' LR" -i9 PI•r. ZXCa 1504-Y, w/ M4 `Y 2'/z' O TAF'GesJ - @ IZ"o, C, 5T7�Co(oE.�t'.D \ IT, "ZXC4 SgCK w/ '/Z"AS yz " -� WF,'DNS3p 'S z � LE Cov -o GGs E- Doo�z ,Lack ®e- A't1_.. Q'Iv : I Ilq /1` 4 IC017 i I � I U c M t V � 0 j; 0 { F xU� } o ( w O U L� F Wd p4 �d V 3 r SHEET 6Pr�wp,m G. F, Jilb, m J, P .J,b, db 4 — Sp wrcm ©p�TE rtlR• � SD 3 3 G&F IQ I I 6•F, 1 � Ro umµ V,P Fitz '; usue�. ��Lff---C TR_fCAL_____P_LANl_..,o.... - tpr i c%.0 ww9'P�i�"� I M Gr U• 4/ 6Fl/ why wASHE �Ft - A 1401 (iFI i ATtIG 3 3 GFI 3 u r - Itirurzc-: - I I P�ErIL�i�AToJC I u �LLIMgIt�CP >`ltjEt< ELECTRICAL LOAD CALCULATION 3999 S.F. LIVING @ 3 VA ELECTRICAL LEGEND (2) 20 AMP APPLIANCE CIRCUITS 3000VA SINGLE POLE SWITCH 12000VA 3 THREE WAY SWITCH 3" -- 1500VA DUPLEX CONVENIENCE OUTLET 5000VA WATER HEATER 220V OUTLET WELL 4500VA POOL 4500 VA MINI -SEWER MOTOR OUTLET MISC. 3000VA WALL MOUNT LTG. FIXTURE 52697VA AFI GROUND FAULT PROTECTION REMAINDER @ 40% 17078VA PHONE OUTLET 18000VA �{{ J.B. FOR FAN/LIGHT COMBO 45078 VA = 187 AMPS F CABLE TELEVISION OUTLET WP WEATHER PROOF PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. RECESSED FIXTURE AU V 4� CEILING MOUNT FIXTURE 50 CAROON VA0140% IDS 0 0 SMOKE DETECTORS DOORBELL qp CARBON MONOXIDE ALARM $HALE ECHIMES E INSTALLED IN ACCORDANCE - I H FA.C. RULE 913.3.0472 WITHIN E FEET OF EACH ROOM USED FO Z -u 4/o THwN cu, W O L EPINGPURPOSES. i"c. ELECT. SE�VtCE O1101t46-4 J' �>' — PROVIDED ELECTRIC ZZIg�R, S DETECTORS WITH MOKE TPRY MAIN @P. BACK - LIP IN ALL EEFPING AREAS AND STAIR LA6E) SO THAT TH lDlNG OFAA1ieDEFE TOR VVATION ILLACfVATEALL. it CLL. G.R�Zto Tt 6.D To g p4, E't'Ee-L Cw PIPF, AD cwel2 GeNq 2dp ` T��'?CQ SE1;y11C1; NT5 r - Itirurzc-: - I I P�ErIL�i�AToJC I u �LLIMgIt�CP >`ltjEt< ELECTRICAL LOAD CALCULATION 3999 S.F. LIVING @ 3 VA 11997VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA POOL 4500 VA MINI -SEWER 1500VA MISC. 3000VA TOTAL 52697VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 17078VA A/C HEAT @ 100% 18000VA TOTAL 45078VA 45078 VA = 187 AMPS F 240 USE 225 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. alp, lllq(lo 1/lg/1-7 F"O Z/1//7 P�eJfif'p Michael J Seal 5 SIVE 5 0 rn �r o g U �h � v w � w V •r' c: oz p 0 F AU V vQ 0 0 _ a A O 0. 5 SIVE 5 cap n�� i14 T 0 rez * NOTE: ALL TRUSS TO WALL AND/OF TRUSS TO N LEDGER CONNECTIONS BY BUIL ER e " 2 d (UNLESS NOTED OTHERWISE) E m ce e== 9 nL u a O w NOTE: ALL CEILING DROPS BELOW 3EAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) e d C � o r o a REPRESENTS THE LEFT SIDE OF ai a `" * NOTE: THIS TRUSS PLACEMENT DIA RAM IS TO SHOW TRUSS I.D. AND TRUSS LOCAT ON ONLY. z > '3 a` . n e THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E E a " e °i- T STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. e _ REFER TO THE INDIVIDUAL TRUSS EN INEERING_ e = cv T o p s a o E o = rn:o DRAWINGS FOR GRAVITY AND UPLIFT LOADS. c a o 9 e y w a c = e oe _ s r e e_ e L " 03 A FOR BRACING & ERECTION DETAILS REFER a -O Z y TO BCSI-03 AND/OR ENGINEER OFR CORD m e E > = rn N _. .......... ......_ a .- e os�= g+ggi ROOF 2713.88, i FASCIA 262 k SIONAa�' HIP LINE oft VALLEY LINE 0 e S Et .. L 4: ' SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED �� 8C A2 2100 00 00 00 4C.. 12.87 DF •' BLUR TO VERIFY CALCULATIONS C opy .AA#M A=1 ROOFQ t y OF.` ao E w === TRUSSES A FLORIDA CORPORATION _ e s Ph 772-409-1010 / Fax 772-409-1015 I2 httpalwww,altruss.com ao s e 2 o > e s N - 0 C � REPRESENTS THE LEFT SIDE OF ai a `" EACH TRUSS DRA INGZ z > '3 a` . n e N - N A JUS24 OH THD46 e = cv T o p s a o B;i JUS26J❑ MSH422OK c a o 9 e THD26_ MUS26 e L " 03 A a -O Z ® THD28 /� m e E > d � THD26.2 --- e os�= a o THD28-2c E o 0 E O e y y •- N O O OG JUS46 35 z „•- HBB HANGER BY BUILDER c � 3 a LOADING ROOF FLOOR W ND LOAD 3 Y = o LIVE LOAD 20 A'CE710 a� 120 ~ N e E e e c=i DEAD LOAD 7 160 MPH EXP C e a a = d = CL C N 0> O o"Oi C. E- o LIVE LOAD 10* CATEGORY II rn o �'d - a = d " 00 m �a9ee6�e= 00 [DEAD LOAD 10 E14CLOSED TOTAL LOAD 37F C-2014 = d e n m ? ? = e > DURATION FACTOR 1.25 TPI - 2007 eee y E " rns _ N 0 0 REV DATE BY REMARKS O W C rn O L C •� O �- O C 9 Ol = .� y O N y •� _ e= rn N O � N O e.E = om �.... w �•� .3 'm m p6 0 v a c N o o c .- V °i e o e = G C •- — — Crn d c E E It is understood that above N m a w o - � conditions have been reviewed ❑ APPROVE a .= g y N t m Q n N `5 & are acceptable for the O e e = " fabrication at trusses,_]APPROVE AS NOTED t' °� e 9 ; a elevations, pitches, overhangs; fascias,ceiling REVISE A D RESUBMIT ` e= � � = d � d •„' elevations/pitches, bearing d d " REJECTED � E ej " rn conditions &all detail pertaining a d o= a o to this truss placement plan. No •e � ^ „ a N � � m back charges will be accepted without previous written DATE E approval from an A-1 Roof N c 3 w a .- a ee e W Trusses representative. REVIEWED BY CoQ ` c ye_ a g H o o a PLAN DATE ARCH: -- _ = •� = E O i C rn F� y d T CUSTOMER - JUSTINE SIGEL I E a a a n JOB NAME Dittmer-Sigel Residence ' y e a •,> E E o -'o = `e N v LOCATION St. Lucie County r' a v Q o "- Ne c _ e d• ` o c _ COMMNTY z e�"~� e _ /LOT# o e a m e BLDG BLDG 3 TYPE SFR #-- 9 e o w N 3 rn y v 1 e o m JOB # 67046 MASTER rn` e a y w- o• DRAWN .S�.ALE n O DATE 1/6/2017 AV MTS. C d N y g+ggi ROOF 2713.88, i FASCIA 262 k SIONAa�' HIP LINE oft VALLEY LINE 0 e S Et .. L 4: ' SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED �� 8C A2 2100 00 00 00 4C.. 12.87 DF •' BLUR TO VERIFY CALCULATIONS C opy .AA#M A=1 ROOFQ t y OF.` ao E w === TRUSSES A FLORIDA CORPORATION _ e s Ph 772-409-1010 / Fax 772-409-1015 I2 httpalwww,altruss.com ao s e 2 o > e