Loading...
HomeMy WebLinkAboutBOUNDARY SURVEYI s CALCULATED PLTSITION 1 mI a of n w z J 3 I� fI 0 � FND IRC 3435 w O o O O >o00 )bT O z s FND IRC (ILLEGIBLE) (0.1' SOUTH, 0.1' WEST) - FENCE TIE (0.g' SOUTH, 0,4' EAST) DESCRIPTION LOT 3, DUNN ROAD ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE 1, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 2.26 ACRES, MORE OR LESS. PERMIT # SLC 1803-0561 CERTIFIED TO: LUKE SPARKMAN AND KATHLEEN SPARKMAN RON RAYMOND CONSTRUCTION RICHARD C. LAVEN RE DA TE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 LOT 2 S89'45'19"E e M h 16.5' 17.8' N � 9.8' .- I 0.9` I I-0 �I IN I I LOT 3 I I EXISTING 1.0' I L 8-1 o FORMBOARDS I TOP OF FORMS L_---___ EL=101.59' 31.3 ro LOT 4 SURVEY NOTES a 12.0' N89'45'19"W 530.54' 1, THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINNL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR, 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS MAY 11, 2018 (GPS). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF DUNN ROAD, BEARING N00°00'00"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THEFETO. 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLA- UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS, 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNIIJG PARTY OR PARTIES. 9. PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO276 J, EATED 2-16-12. 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. BOUNDARY SURVEY PREPARED FOR LUKE & KATHLEEN SPARKMAN W E SCALE : 1 "=20' - R E V I S 1 0 N S- BY DATE REMOVE PROPOSED SEPTIC SYSTEM; ADD PROPOSED DIRT DRIVE MWH 2/27/18 ADD PROPOSED FFE JOE M 3/12/18 REVISE CONCRETE APRON PER ST. LUCIE COUNTY COMMENTS MWH 3/30/18 FORMBOARD TIE-IN SURVEY MWH 5/11/18 BY DATE FIELD JK 2/23/18 CALCS ... RCL 2/22/18 DRAWN ...... MWH .... .. 2/23/18 CHECKED RCL 2/23/18 FILE REF. . .. .............. FIELD BK/PG 17.3026 ..ELIU .B CPS/SKETCH 7 LB 7056 FND IRC (ILLEGIBLE) (0.2° NORTH) SCANNED BY StLudecowtv LEGEND 0 = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT IR = # 5 IRON ROD SQ FT = SQUARE FEET IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION PRM = PERMANENT REFERENCE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK I = 1/2" IRON PIPE ND = NAIL AND DISK R/W = RIGHT-OF-WAY OC = SANITARY CLEAN OUT 0-0 = BACKFLOW PREVENTOR OP = WELL PUMP z U) r 0 Z O W FND IRC 3435 -(0.4' NORTH, 0.1' WEST) x FENCE TIE- (0.1' SOUTH) (S) = PROPOSED SEPTIC TANK ® = EXISTING WELL = FIRE HYDRANT GV M = GAS VALVE I.E.E. = INGRESS/EGRESS EASEMENT CBS = CONCRETE BLOCK STRUCTURE 0 = SET IRC LB 7056 ❑ = CATCH BASIN 0 = CABLE TELEVISION BOX >;k = LAMP POST O = WATER METER O = AT&T PEDESTAL `-0., = CONCRETE POWER POLE `D, = WOOD POWER POLE C- = GUY WIRE CONC = CONCRETE -0- = 4' ALUMINUM RAIL FENCE -x- = 4' HOG WIRE FENCE -o- = 6' CHAIN LINK FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM FP = FPL TRANSFORMER PAD NSLRWMD = NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 2-23-18 SCALE: 1 "=20' JOB No. 17.3026 SHEET 1 OF 1 [c s d L0 0 > moo a ? \. = m N Z Q m Z O C) o Z J af a w w IT CALCULATED POSITION I �I of n w z J 3 I� l o , FND IRC3435 W CD 0 1001 g80 0 oM o 0 0 Z EXISTING 12' J _ DIF;T DRIVE 0 D w = z 1 IJ of FND IRC (ILLEGIBLE) (0.1' SOUTH, 0.1' WEST) - FENCE TIE (0.9' SOUTH, a 0.4' EAST) MIN, SP SACK HSQ. FRONT SIDES T, ONR SIDFS, 1-20 REAR1 ZNG' R-n-I\,1,�1-� TECHn UTILITY NOTE: SUBJECT PROPERTY IS SERVICED BY CITY WATER AND SEWER. DESCRIPTION !.SOT 3, DUNN ROAD ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46, PAGE 1, OF THE PUBLIC RECORD$ OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 2.26 ACRES, MORE OR LESS. CERTIFIED TO: LUKE SPARKMAN AND KATHLEEN SPARKMAN RON RAYMOND CONSTRUCTION G RICHARD C. LAVENTURE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 LOT 1 (VACANT) LOT 2 (VACANT) 0 N S89`45'19"E 510.43' 17.8 -16 5' n 111.0'� n r7 ri l 0 T w w > x I >p I oa -1 Z low N "I 1'i 0 IN w l LOT 3 1 I o PROPOSED 2.0 1 La_D' 0 2-STORY l a g8a RESIDENCE n n— - L — — — — — — PROPOSED COVERED 31..3' MINIMUM �I FFE=101.50' PROPOSED o 21'X18 32.0' _ CONC APRON COVERED wl PORCH l 12.0' PROPOSED 12' DIRT DRIVE _. LOT 4 (VACANT) LOT 5 FFE=101.72 �SIURVEY NOTES 0 0 Ln a a N89°45'19"W 530.54' 1, THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA P OFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS FEBRUARY 23, 2018. 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY, 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST R/W LINE OF DUNN ROAD, BEARING N 0`00'00"E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO, 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. 7. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, S=TBACKS, RESERVATIONS AND RI HT -OF -WAYS APPEARING IN THE PUBLIC RECORDS. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR P RTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9, PROPERTY LIES IN FLOOD ZONE 'Y' PER MAP 12111CO276 J, DATED 2-16-12. 1 . ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM: 3�3o�ie OUNDARY SURVEY DATE PREPARED FOR 1. UKE & KATHLEEN SPARKMAN W E S SCALE : 1 "=20' - R E V I S I O N S- BY DATE REMOVE PROPOSED SEPTIC SYSTEM; ADD PROPOSED DIRT DRIVE MWH 2/27/18 ADD PROPOSED FFE JOE M 3/12/18 REVISE CONCRETE APRON PER ST, LUCIE COUNTY COMMENTS MWH 3130118 BY DATE FIELD JK 2/23/18 CALCS. RCL 2/22/18 DRAWN MWH 2/23/18 CHECKED RCL 2/23/18 FILE REF. FIELD BK/PG 17,3026 GPS/SKETCH FND IRC (ILLEGIBLE) (0.2' NORTH) LEGEND 0 = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT (D) = DEED ORB = OFFICIAL RECORD BOOK POB = POINT OF BEGINNING POO = POINT OF COMMENCEMENT IR = # 5 IRON ROD SOFT = SQUARE FEET IRC = # 5 IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT FFE = FINISH FLOOR ELEVATION PRM = PERMANENT REFERENCE MONUMENT P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK I = 1/2" IRON PIPE NO = NAIL AND DISK R/W = RIGHT-OF-WAY = SANITARY CLEAN OUT ac = BACKFLOW PREVENTOR = WELL PUMP FND IRC3435 0.4' NORTH, 9.& 0.1' WEST) x FENCE TIE (0.1' SOUTH) 9gs LRECEIVED APR 0 3 2018 le County, Permitting OS = PROPOSED SEPTIC TANK S = EXISTING WELL �41 = FIRE HYDRANT Gv N = GAS VALVE I.E.E. = INGRESS/EGRESS EASEMENT CBS =.CONCRETE BLOCK STRUCTURE 0 = SET IRC LB 7056 ❑ = CATCH BASIN - O = CABLE TELEVISIONBOX � = LAMPPOST o = WATER METER O = AT&T PEDESTAL -0, = CONCRETE POWER POLE `❑., = WOOD POWER POLE (—= GUY WIRE CONC = CONCRETE —o— = 4' ALUMINUM RAIL FENCE —x— = 4' HOG WIRE FENCE —o—= 6' CHAIN LINK FENCE CHU = OVERHEAD UTILITY PG = PAGE ALUM = ALUMINUM FP = FPL TRANSFORMER PAD NSLRWMD = NORTH ST. LUCIE RIVER WATER MANAGEMENT DISTRICT LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERM FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 2-23-18 SCALE: 1"=20' JOB No. 17.302 , SHEET 1 OF 1 :Y z I 0 71 • ------------------ I to L-11 t I L 4 I I I Porch s'-r cl from Fh 13'-(r 25 ah. Egress !v [6068 Game Rm. Vault Ong. Bdrm. 5 8'-Y Ceiling ¢ 266 --------------------- L-2 L-10 N a ' � i L-5 I § T 3'-4' CEng § 3z-4' 9- _ z-3' Apex of veun c_elnlg_ _ T-T 3'-(r M 9-4' I I T-g• i6'-7 9-1' L-11 I I I 23 an • Cog. ?so m ® a Bdrm• 6 a'-r calling O V-D• 1z-0' E. e'-r clog from ------------------' q M veun _J 9 6 Desk ' I ; A w• 6'-4• L- 00 } iZ Yv § Ref.i Egress gr L-2 5' 6' 2 L2 ' 8' F-i P-8 i to i L-------------------- L-5 8 ' 8' T 01% v d vv. • I 5'-10' 8' T-Y 6'-0' MAKIL I" •I i $ L-6 N i M 12 I I Porch 8'-1' CiL npp.. from F.F.E. aD r° I I I LL L-8 L-14 L-7 ~ .. ;, L-8 10 I Garage I l�, I from FAI m &h 111 • r------ I I l#,-O• ------I -Master I Bdrm. V-1' Cing. & Coffer 12080 Pocket S.G.D. r• 18-e" S1 =R Caf Vault Oil 4'-0' 3 g. 0 20 min Be 2'-3` 1Y 6`-0 beer 4t i Provide 0rre Lei or 5/e• rvpe Lem on Bottom Cord of l I Truesse over Garage I§ I� IN ° II 24'-0 I ' 8" L 9 I I I L------------1 of Great Room Vault Cing I &od 02x12 w. �; Lind Cing i zhHoeft 4' 10-0' I I I I I ^ d.w. d Ra ® O�✓ 0 0 I C-1 i C-1 j L-2 I .. -----Z=$ I • ----- 12 z-3" 4' z-6' � -M --- Apex of Vault Ce- ---- TT ng L� 5'-10• 11'-1Y 'a z, I 2668 I F. 22b u 36 VaultCing § L-� 2° 8,_1. Cfi g. 2668 306 (2D Door 12- sidelnes •L-8 2468 � ---- -� 3._0. U P I i M �: I § 5068 8'-8' 3'-0' 3' #' 4'-0• I 12b Bookcase 6068 (�� Under Stairs 2 6 Y M Bdrm. 2 N 8'-r Ceiling R 5'-8' 17-Y ---------- a AC Cond. - — - — - — - ------ ry c a 8 0 ------------ Kitchen Vault CEng E-761 Nc A Fp y� g-r CMg 2668 Pocket � 0 7-- 6'S' Dining VaultCing 14 to Bdrm. 3 8'-r Ceiling N M atii 2668 Pocket Cing O I m ° 10 L-3 ' n O N N ; i Pocks H32 &K Safety Glass L-2 25 ah Egress a v � 8'-8' 3' 4' Bdrm. 4 § E. 8'-Y Calling 8"' Cln6e, from F. k 7HE RE r`0 L-1 35 ; ah. , � I i � L-2 ,o 25 aft L_8 Egress 2T x 2T Fixed Safety Glass EL 1z-0' ; AY 014 . L-2 25 ah. Egress 6'-8' 6'-8' T-6' First Level Floor Plan scale: 3/16" m P-0• 8'-10• 23'-O' 8'-Y 5'-5` 8'-6" 12'-8' 24'-0' 4'-10' 61-7 1 6-3. 1z-6" 1II 8'-0' Project Data Project Name: Sparkman Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida , Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. ILEDAASTENERSMARACHMEN E E THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD E PLANS AND ALL PROP06ED WORK UBJECT TO ANY CORREOSED I 'RNECESSAR INSPECTORS TWAT YWITH ARYINOno Shro TORS ALL APPLICABLE coop, Buillif Data Area Tabulation Living (Main) 2755 Occupancy Type: Group R Living (Guest) 1152 C Co Construction Type: V Total Living 3907 a co Number of Stories: Two Garage: 672 cc 1 Project Area: 6065 s.f. Porch: 762 Q Lu ILLEntry (Main) 181 2 Z U Building Code Entry (Guest) 96 C3 L Bonus Room 447 C Lo 2017 Florida Building Code: Residential Total: 6065 •2 w u- CD 2014 National Electrical Code: NFPA 70 V% o 1 Total Cubic � = �- Volume: 34,832 c.t. 0 M N Climatic & Geographic Design Criteria •y ~ Q Weathering: Negligible Termite Area: Very Heavy Z Lu CO Flame Spread Index &Smoke Developed Index (,) o o Insulation Flame Spread: Not to exceed 25 J —co Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Q � Ceiling Finishes: Not greater than 200 qt ca Lu 9� N ® CCO 1 U®Z� cda 00 �� Second Level Floor Plan scale: 3/16' • 14r Top of Floor Truss TAB.- — - — - ALL M%1j", uFAC10WS p SLA$LES RFNFfIyER8y CcMeG 1lINSp ARAM S Boras Room Garage 11 4'-0" Section scale: 3/16° . 1-0" �,����� ST. LVC 0 B [ ,P!'G PM91ON REVIEWED FOR ILCE REVIEW BY DATE PLAN htIT MUST BE KEPT ON JOB OR \0 I 4SP CTIOY WILL BE MADE. a date revision 4/11/18 Added Total Cubic Volume at checked aL date 3/16/18 scale 3/16' a P-e' lob number 17068 sheet A-1 P c W ifir- I Bdrml .. I' iMw " C1100 & 00"01r adrm. 4 0j'? "11no First Level, Floor Pie RECEIVED MAR 2 0 2018 ST. Lucie County, Permitting 0 I �4 F, Dimino Vault Pth 0 (20) 11,021. 1 �4 idelitis fft=1*~W RD 04fo voolt Oh* Poroh tlmsx I- « rl L Sol IdIrm 414 6000 p I p V1 .., — Game Am *401ro -L� Ad COMO. dl,;,; Bdrm, 5 WO, Pooling 3 IN 911 , .1 ON 11 . R'p ON is R, Ixl, I ME I p-, �T" pt Sulliding Data &%jetuation WYN Wish) 2756 Projeot Nome: $parKman 0(upancy TyPe, 01r9,up R Living (Owsot) 1169 61ratit Address, ToU), Ophstruiptlon T clty, pt NOW Number 6 YPO: v of porlso� NO, COUMV:PrOot Area: 600 si Pfth: 702 w Otots" 4mtry NOW 161 Wry (OU460 06 gq,,P�f Work AullidiN 900 SOMUSPOOM 447 lq,q.on'd *Aj FiWr p 404*1 311W 0 T-7 jCm 40 044,01, OP"IF 4*100W�O= Apol 111%/0 CO WY �A 14 3323329= W` dw, 1 x 9 %,furrino StrIps 4 ac..­, on /4,1 Insul, 1/2, #6 vert, r9bar In rout filled 0011 40$.r Floor Plan forr L6ostjom m Fiber gas Shingles over WOO Felt on 19/3go Ax, plywood %stened as peronailing sohoduls n, W"004 404. of Tr u4ses --no C) Choopm rewirpsa by 30M Ooly, Drip Edgeover I X ft000 $offlt Over HI Ribbed Wiro LN Install ?100 Ifyor Of 150 felt, to ramiry lor to installing mIrs Irt1h I a x I$ x 8 Cmu TY0, Light Textured $V4000 Finish #6 V" Reber with 10" Hog and son kap. Tie I Vert, abor In ails 11 1 §r 9 o �: � 9 ba V.y 4t_ fi M= !19 y Left Elevation Go* W A T-0, :01c f __1 op,,, 4'-T I -....n .++-w. ti .ay .3P K�+!w y»'Y W 4r'w r �., pq Gn }fb we 4R4 wt eM iM4 iiwl +" lie '6? i!Pr W4tl +Y;' t� FI hM M tlkl�i'F h* t81d M rtY Y. a Ss by M qIE >+!t a!X "�{M1 lXeb "11!YMM9la�^!PW 1 I �-1 I I I I I� ;x+..uX ,.w � � � b sn* 5n rt" w" sX. "an .w ^•p �'A %W' H +W '�? CbP Fd M1,F ✓# .wY +"+ 3f4 MN 4+! M PS, •A'"D1 Aei w+, AM Yvli. ,:. .. • i! �i G@ i i"• I �k.T" I way r, I P*i I0191 I _ i AN P4 I tp for `fpnttl ( of I I i I alfttat i I Pwi i I i ( MIN, l { P I 2 Ft M 1 W _ . _-... @ _ �. ,... _.: �.:.�.,, m. r^�/ I. ,. �n...s" ,,.� M.., .ac� .,� f,...q, y F ME i P-1 AO)MOD RK 0-4 i � ra • ra q . 1."—ate+ jI� II ' 'n �. w h.n !vY 44r rtF 2k +tF N4 AY! � fw �Ya wi YF roe mtl ++h 9i I � 5Y;1Y Wb ,W �4a =o *%o wu .pef ry+� Aa ,X • � W uAn t�:r bM y`.�W !+# SY= Rk1 N?e Py aT." MY +q�+t MM YA� 4?n MYP ^Wc dV "pX, Mb SSW M K4a A! w� . li agn9��dQ 9 M a 0 0 0 0 9 0 0 I�QRMWOSK .t 1MC.1RINQ O NBI L RO A IQ �to ahttOturel ptirrc a Il be ttrlsed unkll Nt hhp reStttle, at IiW►a! pp45 ofnrtrate shall pa mhtlmu at no aver Alan !ht 2B day dsaidn Berl tart a trait f@I a ntl to tnli�pblYbthtylbrie Yepgr p4ttl�t f5aslgn dfpdtlpt� pafnr+va6 of All ioffnftk, shorim fetdhot" shall Meet If cRnaroto alab contains d" z 0110/10 WWM Wovidt is o6verafla mptt the AQI atBndarda' f aanad�t 1 1 ¢ onara_tp shah h4vo at minimum anorracslve stronoth of not less a mb �rq s Y ll NJ 0I submltt tlki prior the billthe clod oftnaht�o 1bh ir1an dA p4l pfshtOvbl prier to ii t it0lplp 100% hooka are to axtpn t0" mini baYcn tM tax 1 old nandda era ta� oond the �ttr of the C5` Vv" lah etOw� he 4f the ben It net tc ba aWa than IX $OILX WATEM11 z k d n hsa n qMans r 8 at711 faaarin tsap"Ity of goog pa„ (ni, 0 a � mbar II a' n f " n® 6rtd 1 Al I11 # ll IBItl eytra of 6 Each Myer t0 ba botno oted to 0 'I oa i v am um ad ypO r Ataq r ;tt)ntally tt rr btlrarJ compaouoh, d the Contractor ancawntart while dlaalh tna fcundatlan Y Reber overlay shed ba Ae bar dillmot4fa 0a to +� tow Idor an y to snEl at trh,� call may ba Pnadec t na mina The faun, Clan sea a a t the doll rpa a rinimur o a"a"i0 orrder 4 $011010 nee toot r and the Rratt�tb� of �nG staa rry�na oepae�y a p,ap IIh th w�aent the tail bearirl c fallta ba�Si�p �gt ?hlii C1r fours aaubtt plan mWY boo, $ ed y rroun at, at on Enalnaer. + W I I �Ip IP P+ICat adafa cry oarnpaotion test of fill does not vartty laws, tolls era In the ,van! Y9r}I11 "sit has betl't omitted train py oeaua . #Ur I Clem, rl� 5 I oeno to (no ales r tf M11 s and ' fMM end$ b Rap walls) �eftto"ve dust III aaecifbationa and dimWnalons W be VotRI00 by tontiractor, �ho ft rberlaI �Irotru lte4inaUa ,dkhed as r'HIIt C 1 ° w to txt9 *r olobs shall tines a minim m 1/4, bartoot lot drak0000 ntpton ppxY=lla. g WI Y� kay. III ��r.. a taw ' - Wesrw Ile",X Wool i 3� Ai; PlurrIld! 0" tl1% td�povidd 0 Woter�Imfner`v phut ofi Volvo fact aa,h Ik#4ta 11111111,110 all hot Wolor plied Ilumbl o AMC'p1gom PLUMBING NOTES, Plumisor tQ consuit With bontraoltor end egialpmerd ordered for fowgll in dimenaidns, dltriOhs�iom dioo akr41�s 4Il"dff aro Mentions neorhpr ha 4 A 11 0toor� Enaineopfor 6arlfi� tidin ilots or to dbraauotl�in, Ailf mriltary Unes g" or less shall have a slope of 1141 for too minimum, NI ottniit in" above 2° phall Will a slops of IN tsar tootRrovido Antl•Soaldlnp Volvo in all p"* rUM0at living Bros floor elevation (rotors, 10 rCl16 �efeltpslevaltlorlt al but htptt I�B ptff tl 1 a& arobg rthe G� i of t s toad, 4haWkdCt 'dttas ahatt *#3 A e c oWil STRUCTURAL NOTES, ♦ i tom- �i.>' i �"N i.-�� i�*� " . sense 11/2" 11/9" 11/2" lab an Gr8da: 1 1/�" 1" truotural poured: 314" $1/4" poured Walls) " Slabs exposed to the weatner $/4" 1" Rolnforoln steel shall be detailed and febricat d in accordance with the* anual of Standard practice of Dotal] Fleinforofn"g Concrete Structures" and the current "ACI Building Code $18 All structural stool shall conform to currant ASTM Speolflcatlon A-30 All wood in contact with masonry shall be pressure treated or approved material. separating eta ail All dimensions shall be verified in field by the contractor I$ t bet are any discrepancies the Architect or ftlnser shelf be notified before proceeding, No slump over 6" shall be permitted the Architect or Snglnear approval, All Design American Construotli local codes, for any structural concrete Without ucln ral days ease shall attain a rninlnlum ultimate compressive strength ofumn Footing and Wa�l Footing 3000 pa'f. olumh and walls from oundatlen to roof: see column schedule, All other concrete; $000 p,s.i, Footl sixes and reinforcing era based on allowable doll bearing cacano� v of 2000 ps,l, All footings shall bear In virgin ss il, if this Is not the callisi the Architect or Engineer shall be notit ed before proceeding with the work, s Bmbar (Heavy Timber Construction) a) Truss anufaoturer shall attic I a al ned and sealed shop f ra swings by a r0 :stared En Inter, Wood am I' nave a t *S$ Q ada of Fb�i2p0 pad, c} Roof members mould ba 0e�lure to the beanie or of r structural com 'narite with hurricane anchors for wind a eft, All good members $hull have a minimum fiber stress In bending of 1�00 ps,l, with 1/360 max, deflection, ,all bolted connections shall be 1/2" Cadmium plated or better. Lap bolts to be used only In shear connections with minimum 4" ihreadod penetration past at$$l Plato, nternal bolted teshelf n nld 0alll'no pba hammers larger the Under Girdor Trusses provide equal number of studs as girder plys at frame beefing locations GENERAL REQUIREMENTS Ail work to be as pear the current edition of the Florida Building Cods end meet or exceed all applicable iocal requirements, General contractor is responsible for all labor, materials, utilities, testln� waste removal, storega, $00wring Of sitar 4000modatlon, tron=pt and all other cost related to the completion of this project, Unless axplibltly Identified here, Owner is responsible for all munlol al related char as such as impact fees, and water oonnsotlon, exoep?building psrmlt1os% Which are to be Included In the conetwotlon bid, Qeneral dantraotor t0 cnaeok all drawnn s far errors and ommisslons anti brine them to the ttantfon of the roneot rBor to atallin any work, or ordering ny mttlterfals of the res active dlvlsion of work" a such errors tldmp tdrictaaa �rllallt b�pbQr�centir �I �gyt�ri � i��atlacto �r�atorsultln Architect is not responsible for the contractors method or means of construction, General contractor Is to keep the site in a clean and safe state through out the course of construction, Can bu lding turnover, general contractor to clean all surfaces so as to be frog o dust, arsasts, stsins, scuffs, etc. Unless otherwise noted, than Installation of specified hardware shall conform to the Manufacturers Instructions and standard practice, All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucia County Building Department and the building permit has bean issued, EXTERIOR CEILING & SOFFIT NOTE 7/$" Stucco finish over 3/8" high ribbed gely, wire loth fastened to " framing members with No. 11 guaoo nails with 1 3/a embed. with 3/8 dla, head Wo.o, max, ad so to be tied and nailed at g"o,c, Install one layer of 160:sit to framing prior to Installing fibbed lath INTERIOR 'WAIT FLAMING NOTE Interior On b alto ally to be 2 x 4 studs 24"o.c, Spruce, studIt (s (26 Gs,) rimrpersmay be used better Ilou of sceew$. Ro0flng to bit composed of and attached to pro manufactured wood trusgoo as follows: Felt underlayment (min, ASTM 0 220 Tye II) with 4" In, ide ; d t fasten i pn r n r I and tape, t o With p osio a stamtas iular win 110 i no p 4 g ft 81ao, In tape and In eta grid rows '....aced 12"o,o,sin field, if roof itch Is < 4/t lasts t2) o cr0 160 felt: p f roof I /1 r a n I il I f pitch is 4 2 o re r i l 1) layer #sit. op 4a s�a(aYrO f The h ndllnq, erection, and fixity of wood trusses shall p.� IPt 000or one$ with the specifications contained on the cart Ile tills!" draw ngs and data, All a a r r se d i n a ed h ada s and t o hangars to be ovida b the provided s r g Y trU a manu#apture Splitting or cracking et uptural components due to inotafletl¢n of hardware Is hot perm4i U otherwise no h f n f Id hardware mess p nv a tad the installer c spit e shell ppnfprm to the truss manufaptufars 4tollston In$4ruotione and standard practice. e NN T, PINE QPF1UCF AND 3 A7 " M�oC?F rV ANDATNJ o A� �N ATuu KIBN 1 8 WI1 talNgq A3 DRU f 81 NAILQ NAILS 4 F0 OM NDS AN 1 10A USE WOOD $HIM$ MINIMUM DURING DOOR iNSTALLATION one 1; $d at 9"p,c, field & 4"o,0, edges one 2: so 61 4"DA edges t flald one 3: ad at 4"o,c, edges fiaid Pn �[1~ Nalls Pneumetlo or meo rrt1icaly driven nailW will be accepted under 9 following conditions; Min, noll>s sizxe ad or far ar ring shank with Min, gshhankhdlamsten .11 Min. Head Diameter .280 Pull !sound M'n. Rgrtg diameter 02 over shank dla, M 11, 1 to 20 Rings oar Inch Ir'IC�Ti] Gun nails shall be permitted as an scooptablo fastener from any manufacturer Wood screws m tins the acme site re irement may be uesd in ilea of nails wkhouI pdmil, 'of NailInO Schedule ROOF & FLOOR DIAGRAM Use d� ehssthl gwith 08 gun Malls at s"oc. nails apto�o et Intermediatesupports: ROOF SHEATHING TO GASLE END FRAME Use #3 gun nails at 4"ao, EXTERIOR SHEATHING Use #Q gun nails at "o,o, at panel edges and +Ni9t bottom angund ftct fin Haas t 44"sflMidap, at scenel tap and THRESHOLD NOTE At agrees door (see floor plan) the max, hgth. of the threshold shall be 1/2" nnk.ctor Not Do not substitute connectors OTC not sheath trusses before all straps are in place Attach valley trusses and pi gy back trusses, if present, to main trusses per truss manufacturer drawing, Truss to truss connection by truss company, installed per manufacturers speo's, Lateral forces per Andloular and parallel to wall has been Considered (less per 300 NJ) Contractor to a� rove temporary bracing to prevent toppling of trusses, see IB99. Other specs, If different from above, have priority, A-T R, e All Trealdted Rod r Drill 9 r i and o Bet it A,T, , Win, embedment �( a R ( n b 12 ) Ep oxy Use althor "Hilts" 0-100 or Slmpeon Epoxy Tie Epoxy Provide e equal el numb` f studs under Iry equal to the numberof I s, Unless noted otherwise, Truss Connector gd'7ed l Trues ®eering Point was U lltt P Connector Ip S ntY, tionnaotau 19c16f1 , naetanars 28 22$1 MGT 1 3966 (22) 10d to Girder and (1) 6/$" A,T,Nt t o CBS m In. 12 •bad m . < tie11 1`3 3720 (a'. lo'iy) (22) 10d to Girder and (1) 6/8" MGT 1 39e3$ A;TR to HDU4 With (10) $DO 1/4' x 2 1/2" to column 14 1760 2S 1777 HSTA20 1 1$10 (0)10d x 11/2" (92)10d to Girder and (1) 6/$" WOR 15 2405 MGT 1 a - 65 &TR, to HOU4 with (10) $lit (2 ply) 1/4' x 21/2" to oolulttn 36 144 T 1® M 8 1 1 .000 41 1 1) Odx1 / ( 2" 29 1100 ( ally) HETA20 1 lest) (0) 10d x 1 112" 18 962 1 1336 E0 (2 ply) H9TA20 1 1810 (0)10d x 11/2' $ 1336 1 897 H TA20 1 1610 (0) 10d x 11/2" F41 (2 ply) 5 1778 HNTA220 1 1810 (9) IN x 11/2" ttrll rus *$ other ALL <1000 MTS18 1 1000# (14) 10d x 1 1/2" to Frame All other T true$a to CI3 ALL <1810 HETA20 1 1810# (9) 10d x 11/2" Vella y 6 ppartinn Framing <2$0# VTt fs 1 _J 3100 4 cad () 1 valley rues (3) lard x 1 1/34 Trusses .0"00oil Safe Load Table Noted 1, All values based on mi irnum 4" n final bearing; RX0, ptlani Safe f ails or wnflli d W Itimai8 rmupt e redacted b' 2t4b if grin e h 1 I " Y g net s ass than V2, 2, N R w Not Retail 3, Soft loads are superimposed allowable loads, 4, One #7 bar may be albqtituted for two #6 rebar In Inch U lintels only S. All seta loads in units of pounds par linear foot. d, All safe loads are based on simply supported $pan 7, $sft I¢a 1 tngs Absseqq pn rational design analysis per A I and CI 630, I"" sail routV16 i eN r Installation tion Notes 1, In Ila#itkl Of U ilhtal0 must comply with arcmitaotural aor structural drawing!. a U finials can be field out to the regWrad lomoth, 3, Oaat Im l oe concrete May be prpvN d In otampdsittg U lintel In 16U of concrete masonry ut,'ito, 4. The exterior surface of U fin a a Installed in ext for concrete Mason walls �ha vt a timo,is stucco appIII in eocordonoa with M Oil or other approved posting. 8 Concrete masonry units sod In composite U lintel shalt be laid In a running bond' 6. Share composite lintels as required, 7, U ilntols are manufactured with a 61/$" to match at bath ends to 0000modate venlpal o�til , on oofng and grout. Composite + U Lintel Materials 1. asrout er ASTM 0470 1!040 Off with maximum 3/6 Ii r s t I not eg spot and a q 11 noh sump. 2, Heber per ASTM A016 grade 00 3, OTmorma mateonry, units) (OMU)par A$TM with m nimum net area compressive strength w 0 0 pol 4, Mortar par ASTM 0270 Type M or $ is c �i. 5 C.". MARK LeNdTH Of ALLgWAtLE ORAviTY Loup AaPlJBp SWTy 40� A31 LOAD APPLletrssAM UPLIFT LOADhwollom af�£Ct4LINTOL 5'-10" 4360 1270 93 79724 962 >�141di1B/11"Li2 4'-6"6113 $66 431 $F'is-18MT Li3 31»8" 611 $74 $070 $30 eF16.18/iT L»4 r.00 1843 1404 �1326 1116 Wei18/2T L.S 4'-8" 4667 150 1960 000 88F14i13/11' LiS 4'-2" 5206 1143 2636 697 8RF14i1B/1'r LN7 13'»4' 1838 1474 062 694 8F24i10/11T L•8 7"-8" 1588 $60 931 444 8RF14i1B/2T L»3 10'i4" 2C94 300 1186 120 $F20i10/1T L-10 8'•8" 1843 $70 1133 $48 Vie*101IT L»11 161Mo' 950 243 466 146 $P1$i18/1T L•12 12'4" 1076 173 $06 130 $1elo-i 9/iT L-13 124" 1264 173 723 130 $Fiek18/iT LN14 19'i0" 698 ISO 306. 300 8P16118/1T Mlm, Beam depths shown, beams may be increased without comment At 41nr�1a1s over4 looppfpnteida (1) #$ vertical raf3sr at 24"o,o, alongt I Miter Lintels at corers Brno, on 8 x 8 columns Ate Lintel L•7 Provide (1) 03 vertical tabor at 24"o,cto along length of lintel I MANNUFTOP TH R1A TO i A Llhil'I8POCKET IN TRUSS$$ THAT RRC DUD , Approval product Ms" Number Martufacturer raises Attachment Method Buildin Fisted Product plated Number rype tieafgn r rea De8lptt Pros"" MI Windows Head: 2" max from bof�are and 18" pC, JamttlH 2" from & is" 3/18i S,H, Windows OHi18$ Incept mast oomers t ,o Use Tar with 1 1r2" a38,4 -51,9 +/i bti0 I L"6 1'4$0,1 afro pc ors embedment Into oonorete & 2" min, Edge°iatamoe $arise Head & 811E 8" max from oornere S" from oarnere and PLO 224014 $Ilding Glass Dr. 120/i80/140 MI Windows Impact 18"o,oq, Use 1/4" die, "r One wWith 11/2" a bailment l and Doors edge diet. Use "/" 86R and 2" two anohore at sac looatlon Head and &11: 3" max, kohl corners end 1i0o,o,^1g6e RL411}s4D$ Fixed Windows $HN1t36 MI Windows and {icon Impact 3' from comers and 144o,o, max. Use 3/10' Tepoons wkh 11/2' embedment into ppnorete 2" chin, eo dletenoe PLO 16303.0 MUllfon CM'19532 MI W Windows indo►s Impact Use 3/10" Tapoorla with 11/4' embedment Intel oomwo Head & $III Use (2) Anchors at each location. 2 1/2" min. 4&S •42,0 f- 130t1 end Ed ps Distance FL#: 20488,1 Swing Copra pelt Fiberolees Thermo TN NA from Comore at Head & II, arnbe 8 rpm oomere 14"0.� Uaa V4 Tapocns with 1114' embedment into oono, 4111A •42.0 kl. 6YA (Sin le) i Min 2" ed distance, FL#:10400 $wing Doors berglaes Glazed Thermo Tru Impact 4' from corners at Head & 6111, Jamb$ 4' from 00mars & 14'o Use114" Tepoons with 11/4' embedment Into cone, +88,8 -42.0 - s, +40 »S00 SIn la) Min,," ed.dlatanoe, FL#I 20488,g Swing Doors rg ass 'blazed Therms Ted impact 8 from Gomere at H 1. ambi ®� roitii Ctrnsrs 6'oc Use 1/a" Tapocne with 11/4' embedment Into oono, *8&6 •42,0 +47,0 "50,0 (ioubla) Min, " edtao dletarroa, NOk 17a101p,1p Garage Boer Modal 8241511 DAB boor Go, NIA, "semb Bracket Angle (3) total She" x 18/a" lei a5rdw�i total Bret eMtY ht 1) t 't " 2✓3,2 8 +0,0 .ego het 9/io" x 8" In ioxszo lill, breo A troval Nurnbfsr product Model Number ManufaaWrer Attuot nt Method Build! Retold Prpduot patent Design Design Pressures NOA No,1S4ft16.10 RpaPing Hey!#age Tamlao Blvd, Prod, t3l t 1/a" long roofing nails par shingle min. T dtllekrM err fate etlftrls nee lab na+mber 'lees Sheet jle `� ,_„ 0 a/44 Qvilni W of in 00hind — Vcd 04600 ati finish-1 Wh6tor o4ull $1 son 0-t 1 120 44,80 o0na a bills • Min, 11/4' brAbOdi 1 at w \ 4 L1. O4owe 4., Irlir drywali 1114� max, 0i #hIM ,se"m ly with dl 28 4 2 leaks000On Wfn sa? t od o1oil at01111,11111 W -All �dqW k M"I'llng 11 li 1300k AttgonMOM W1100 Alurrti window orroslys resistant froma Soon of lstaVlo ijohl 1101110311011 in winell oAulk cli 0. d p4sbaoo 1,161114"urors I U01 shim to Or= 400roval :1 1/0 StMot OhIM sot gonn In 0dril 0 is the r1rdo 1,14.1.0 e,',rg operimar'rini oawk ott,400 finish shell ooffi* wIth A06%' 0 6 0 IRA I of so Tol"i Pr I It T& M OF PE at" Window OpenIng YEK Ilullding WraRp woad frame locatlons U v I I& yra t flashing aK lisrr1igsrxvt of 11ramov Wall ol Proma I)9 X 4 4 studo x Mir PI I E'M fiUnt Horift Ve lth20V rX. rip Su a 0 I 1/Lr MIN frofri woo tt NIN V eWood ads 'I TrIn " 4 '.;' de x 12 Ingot, P, 001, -T at a h aide 0 P"' 181 4MU WITH COL0 PIL610 WITH GIROUT & (1) 00 VIIAa i OOWOL 101, 2 x 6 At (3) SID08 OF OPENINO, PAOT1914 TO KOCK NOTI oppo slogs 141 x $' R2DHEAO$ WITH MIN, r x V$' WASHEII 12" FOOM MS &>AS AND Vol MAX 1/4* x 9 2/0 tAPOO.NS UAGOEOED goo& 3 Spray Pool r 1/2' 01A 2 x wil h To SP44 Ill x 3/4' T60 Y—wood ons"d GIVP a 14 to lcor Nwo, Op-o; WIF00 and 6 04 In Fla 0 corner bard at 0 @AM iCuteldfa only) W ornor 000 At tooting (MII wort, dowel lap pod With W411 oil foroll all (nill in ql lill Bled eoll 9 x 4 STUDS 2 x 4 RT, - PLATE 1/2' Cl Pro Owli Floor u"as 2044 Pro InWood RoAri lusses 24'64. Shop DrOW160$ key M WON ewer 0 Lath e600 Mm MAIMS Hangars I TrU0 MOMWOOtWror 41 1/2, d1w/ well ��Octlop �*Bqn�q§RPQ—m (9) 2 X 4 TOP PLATE $P4 AT 154ERY STUD WITH (6) 100 NAILS TOP 4 $OLS PLATE (0) told Ni (2) M$TAIS (14) iOd NAILS (2) 2 x 12 HEADER BOND TOGETHER WITH 16d At 8'0,0, oil all col pare to III the sal all nwrl III rfolng as horizOni 011 'jootlijo, ipeal and W9114 119, fill Lndo (4) 1/4" x 2 TapWria Ballard Detail I scale: V a T.0" *d fw I/Ir O"fl Ott 1114016111011 2 x 4 otuds, 10* at ee�on Vt �4 With wood bass wt141 I tA in I'm I I1j t 1,00 ry'v 0 IyA 0, Typical 9.x 4 2 x, 4 11 gr' fastil fills pool wwth l/ P. WK 17 :r% from sods and loaa A*s5 AlIte ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 5'-4' D -S ,, i,\\\\\ S I I 4'-6 1 °I 6' 5 3 \ ---- --' '-- ---- i nl I \ --- ---- ---- --- --- ---- --- -- \ \ \ \ \ \ \ II Litt Attic Stora IIP \4 \ II m - /--/ l' ilI Ilr M 1 -it II N II 1 III MV5 i i i i i i in i / ! It V7 11 II �� 11 / / / 11 Structural Fascia & or beam support % N / — i i for J1 & J3 required by others / \ , MV11 11 II III - 32 -4" —_� 17 -4' / % / i i- i i Ll ci gvfy pr, N sF .: 0 U U U Cr Q Q Q Q Q Q < Q QMvib Q a m n— _ „ ti� ,I a - -MV;3 2'-0" Wr 6 II II II ' II n II toI II " MV11._ i FT2It J4D I � II a 2 a i I I n M"Vy — h 64 J4D ]0" 4 II w FT2 5'-0" I 2'-0' 16' 0" i M� a — FT2------ o II' ° ' > n , J4D I 11 MV5 I It FT2 o T \ \ \ \ \ \ \ i i i MV3 I 4D FT2 N I � I J4D -a \ \ \ \ I L 1 4'-0 1/2 \ i ; i i u FT2 N II I It n 11 I _oI .\ .\ u. \ \ s \ �_ F ---- ---- I I �' II 3I J4D \' - -- 1 1 f- - -- II FT2 .lN \ 11 _ 14-1" 'I J4D \. I \ \ .\ \N � \ \. \. \. II\ \ \ \\ \ \'� \j 11 ' u�It IT \ IIo I i i. \ ; _ --- ---- / \ J4D I Attic $t1 " v v \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i I ra I I FT2 , l II II l I 11 .\ .\ ,\ /C al Ara F-Doomo thru wG2 u J4D It 11 ' I 'Iran I I ar i % FT2 J4D \ FT2 1� u \ \ \\ \. \1 I 1 1 iv i \ \ \ \ \ \ \ \ I 31.FTC1 J4D ' 1 10' 10"n I 1 \ .\ \ .\ .\ .\\ .\ \ .\ .\ .\ '\ .\ . '\ I .\ .\- ` II I I MV5=11 I I' — � \7 / _\ % i / �II� 1 ..1 I I In m N W N m ro N N 1M. IM— H N I Li la. la_ J4D aj / % 7 / /I I / �I , MV3 1--- 'i / i , / / / / j / / P / / / / / 11 i1 iJ -- -- - ---- - J4D 1 'I It 1 ;; / / i ; i it--r -r-- --�- --�- 7-- ! -- --- ---- ---- --- ----ll- ' I Jj .,I z z n i I� i rnA / / / / / / / / / / / / / / /� :"-- ---- - - ---- ii-- ----1It - --- J5 II Z. / / II Z 11 I, 11 ' a 1 I 11 / 1111 , ____ --- 1 11 11 11 11 I I II II /N � IIj O 11 , 1 II I � I 1 �" J5 I N 11 ' I II I I 1i I ✓ / / / II j U , 1 1 I 11 I B' a" II / 5 I' MV3 - ---- I, c i ii i, i i / / I / / 11 " ' ii i n a_ a m — o_ a o_I JS J4G ---- _--- ,_L1_ __1 i i II 1 o, / i r-- --- r-- ----1�' --- i --- i u J3 II ti,, I 1 ; / / / / / / / / rli i ii IM 2 i— 5 J4 II 11 A3' 14 ---------- ---- ------- 2 / /11 g�_0 I ii '-0 J3 , / / / 'ii /I a J4 II/ V4 yv I R1 A A A A u J R2 JS m m Co m m iii m Y YIk o " R3 n J 5'-0" j " J3 II y v J3 J1 J1 � — Structural Fascia & or beam support . for A& J3 requred by others 13'-4' —I_._-l3'-0" I_ 24'-0" I 1 U �1 I� 111� �I.1 II la I��I�I V-10" W I I ®II'I®�� 1:3'-0 1 lo'-100 1 lo'-10• 4'-0' 8'-1„ 17'-7„ TRUSS BEARING HEIGHT SCHEDULE_ APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG STANDARD HEEL HEIGHT ,2 5 I— 5" I ,2 ■ 2.5 � p Level Retum 8" 0 BRG. TYPICAL TRUSS END DETAIL= USE APPROVED TRUSS ANCHOR BY BUILDER 55 POUND LOADING... NO INCREASE ALLOWED 2x4 TOP CHORD RIBBON NOTCH , AS REQUIRED , r r i FLOOR TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 (D HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 0 HHUS46 0 THD46 CK SUR/1-26 _Q SKH26R/L NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: _.-- --11 AUTHORIZATI4.N. F0 FABRICATION, -.___ 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECFiPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are beoring, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineere'.I drawings supercede labeling of trusses. It is the responsibili`.y of the builder to utilize engineered drawings when erecting tru: ses. WARNING ERECTION BRACING IS NOT THE RESPONSI&UTY OF TRUSS DESIGNER, PLATE MANUFACTI TIER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO ' PREVENT TOPPLING AND DOMINCING DURING ERECTION; AND PERMANENT BRACING WHIO 1 MAY BE REOUIRED IN SPEORC APPLICATIONS SEE 'HIB-91 Summary Shal COMMENT I and RECOMMENDATIONS for HANDUNG, INSTALLING & BRACING METAL PLATE CONNECTS b WOOD TRUSSES' (IPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; TF',Y SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO, TRUSS CONNECTIONS. E.tTRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWA22E O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ILL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO IG-1. HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. ASCE7-10 RIND and GRAVITY CRITERIA Exposure Category : C Bldg Category : 2 Wind Design Velocity ;170 ;MPH Imp. Factor : 1.00 Wind Load Duration Factor; 1.33 Mean Roof Height : �2' -ft. N G. RfAOY Shucl Eno 176051 2590 N. WNGS HQIWAY FF. PIER Ft 34951 772 46 -4160 E 02 23 18 rev er markup — BFM r Trusses shown on this layout are a component part S of the building and show truss location. b�, Proper erection, temporary and permanent 5 bracing design are the esponsbiilit of the showonon the designer9 �S0UTjW (772) 464 4160 F ` % individual trM�g drawings must be placed during the �C0MPAN�, E / RE /GQ51 erection proWure. 2590 N. Kings Highway Fort Fl 34951 JOB NO.: 896 CUSTOMER: _ �r rx RON RAYMOND CON y S'41E �.` �o� ;�`+ t; J ,;.�-, ELK: PLACEY i .<ORI�Q/ LOT. LOT/BLK/SUED: AL ADDRESS: S P A R K M A N R E S D .' —_-- —' ' / / / I 1 1 111 \\\\\ IiCAM DA,e DRAWN Or. DRAWING ra IIIeER: SUBDIVISION: 3/16•=,'-o• 02 09 18 f=l\/F 28C-6 va '. yl \ I _ .\ �I LiteAttic _L 7 / . ii N Mv MV7 j u s Structural Fascia & or beam support for J1 & J3 requred by others / / `V � I MVit I 32'-4" t7_4" / / I II / M m it /it S!N— It - — — -- — - -- — -- -- — j-- -- — — -- — -- u v II II G II M V13 n� n n I n It II� `ol (I MV11 CC u I�n n n' II V9 III n x n 9777 I' 0 it •I; II V5 I� if �.—.JI NHI—. —. —.� i � \ \ \ .\ \I' .\ .\ \ \ .\ .\ III •\ .\ \ \ \ \ �y; i i I� a It. If \ 2'-0 I a 11 u I I I N IfAA \ \ \ \ \ \ \ \ \ IN It, if Attic $tbro > +II- I /C *lion ;of Ara jx—e If \ \ \ \ J > if \ \ \ \ \ I \ \ \ \ \ \ Ip \ \ \ \ \ \ I r — T 11.. I i1. .II 1 I ' u II MV5 i — .�. .}. /_._\ 7-.�. .1/ n� r T _\l� II i MV3 n I } j / / j / / / / 1 1 i 1 ---- - -- --- - II / / / / ✓ / � / / � / / /. / (I / / / / / � � / � �l ---- -=-- --- - II ly / / / / --7- 7- -! -- - -- ---- --- Nli z z n i i% j a / / / / / / / l / / / / / j j /1 :�-- ---- --- ---- �T-- zi i._ _ n i ii If/ / / / / / / / / / I i~ i II / UjIt- II MV3 II II / 1 - --- --- �--- i_�l_ --'� I'/ - ;--- - ;T-- -7- - i % i i i d i Iz. /II In / IV If1 I I I fIf r _— J4 j 4' it J4________ ____ 11 1 ; II '-*---- - I 1 / / i I / / l / / / .n 2 / 6'-0 I I J4 V4 Ir i ii R1 A u R2 C41 I o JS 6 161 16 L 16 m o Rr 11 5'-0" R4 y J3 -- -- — -- — -- II J Structural Fascia & or beam support for J7 & J3 requred by others 23'-0" 24,_0. qq,-O Jy. it Ilk r t u WG2 4'--0 1 nl 11 MIN rll 101111 V-10" �I 3'-0" 10'-10" V-0" 1 ®A F1h�'ikBCt 4t . dlkt# MS �pi116 3/1� W f•1Y Job number izQ(ie A*# �ue CO 45i /0 (THW) 00 and popper n 06 V, con u t 5/0, ow x 10-04 icng wound ra W/titer ,L. servipa �iY A»! zii Yi71114 gground wire to fiooting rsbsra Nalrmam ** Hnit if f I Ali 1� U it 1. $907 �lving 5P, at 3 VA 11111 watt$ TWO Two 90 Amp A� („+sundry 0 kenge pllanea Okts, r, s 1600 watts 3000 watt 3 0 wat't5 One One Ono Dishwasher n tsoeol 1500 watts each Microwave w 2 s s watts we 20 we t$ One Water Heater a 4 kw 4541a witty One Dryer o 5 kw 5000 Watts Two Ref, a 1$00 watts 1000 watt$ 4,6 Bathe a 1600 watts $40 750 watts One Sprinkler Pump - 5015 watts Tote! Iasi Watt$ First 10 KVA Al 1 1000 watts �{ehlAfnder at 40 - 1e,T9s Watts Total 20,796 watts TWo AD Host at 100% 90400 woos Mini Split AD i lnit mod watts total 51,796 Wstts $1,106 W / 040 V 215:B Amps Use 260A 3erVioe , 10 I ate- ,>F v VA Firik 6mli . cafe., Groat ROOME3 - r C' al x S % s i ' m 0 1* BdrmY 2 100tri0ed Notes 1, AIi loads to be chocked by a Florida Licensed Sleoiriciar, 9, All work to mast the National 0actrical Coda 5, Delp latlons and panels below Ore for sizing conduit and overall W1 ng load requirements only 4. All condi rs to be Copper II insulation to be THHK Consult as follows; P below gr ntl, �tla Id fr rn undergr�stund tp service box for oXterlror Ilghtss oil binding; 0, C; or liM i conduit elgewhem 5, hours lathe, 50' Clear between equip*# and disconnects, Typical. S. Protective tatings shall comply with NIC 110-9 & ND 110-10 7, Inswro penal$ have main disoorindot at motor pack per NEC 230- 0»Ad1 9 ravialai d" &L dAte e Wb mbar ImIl Awf 's- OWU 5.4" 44'-0" 814 36-0" 7-4" 8" 8'-4" 20'-6" 35 fi32 1 I 1 I t I3,0" 5'-0"OD 13'-0" 0o i toy"Y h �`V!a• 1 6 ttii Bdnn. 5 25 a.h i T-I" ce1110s O Egress 1 - Livin '° qW 1 6%8 " l?X$x`1 I 2 1 --- Porch Cl FF Iaxla 1 ' from g. from F.F.E. I 1 1 1 i O 3068 1 1 ' 1 (t91(� Q - 1 32'-4" 8._0" 2:2" 5,,,0" 2._ " 3,-4' 0 v aP 1 y.-4. i � , E fmmF.F.E. h i 1 i Bdrm.6 - - u't. K � ffi `� 8 1 Celhlg 23 s.h OQ `? g21�t7� 1 25 s.h. y t o Q t t C.c 'Si( E8 ess T._S" IT-T' ` t t � 1 -i I L _ J -- 1 i bo Porchs I I E 1 a o I fmmF.FE. f 1 ah. I o' t % ' s.. 22080 Pocket S.GD. Id TI Garage S 1 Caf& film RF.E. t'Weo Ea q ����-y/y�1y�)y/}�J.,^ t V�nSS _4• 3._3• 2._3• 12.'Qosc -14'-0" I I 1 , Master Bdrm.tOX (�C� C:reat Room 2cs tf'2a. s c I ,-0,. I I 25 C�'3i `el Ot,1.J i c I i i 1 1 I 1 2468 Kitchen 3 `^ •• OP �iiJd�l {'r: c€ _ _-.._...._._..----- ------- b 2668 ` - V1 H6nkcase 6068 Upda 5taus�r Pocket T, 3" 3, 6"$ 2!_3, Bdrm.2 - clog- 8'-1" ceSing O - fV fC /1/ 2 `l�llJh'_ICA2"^ •C Xc 6._8" 3.A<. T a„ 4�-O 1 Ar N �/� •. 2668 p li ipn' Pocket O 11 ' a: 2 F ,a'�'„p �t 2668 jQOx o � F. F lIll21 Bdrm.3 (d[ l-L -- V. 6`'1=' 0 � 8'alWC 8--1"ceiling ; 8 +,C"45;k7;"'rrr •half.' ,.,.,. •..,41"vuiG.. :. H32s.h. Saf Gla s Cln 1, [&� JE{1 Epyy,,,t N t .e it 2868 F 25 s.h. I� E 8ress 3068 Door 2668 with (2)12' Sidelltes .: :.+_• ..1�bY.+'t;4R?e.-+a ...... Mvl ... i .., -f >P;caA :;.1'K>+T. _... C� y. �"f i 35 s.h- Y" 25s.b. Egxzss 27'x27" Feed bbb Safery Bdrm. 4 F E. a � 8'-1"cy�� i ." .- c from FA1. � 25 ail. Egress 23'-0" 4'-0" 6-8" 6'.8" 6'-3" 6-3" i i 13'4" 47'-0" 12'6 T-6" 10'-8" 8'-0" First Level Floor Plan sage: 3116" =1'-0" Project Data. Project Name: Sparkman Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work m Occupancy Type: Group R Construction Type: V Number of Stories: Two Project Area: 6065 s.f. New Two level CBS & Frame 2017 Florida Building Code: Residential Single Family residence 2011 National Electrical Code: NFPA 70 �ZGMIMIM Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor; 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent:'.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Climatic & Geographic Design Criteria Weathering; Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Area Tabulation Living (Main) 2755 Living (Guest) 1152 Total Living 3907 Garage: 672 Porch: 762 Entry (Main) 181 Entry (Guest) 96 Bonus Room 447 Total: Index .Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 VZ7C9 Second Level Floor Plan scale: 17,1*- T.O.E Tic -I T 8' I" T.O.f Section scale: 3l16" =1'-0" M U � N '>0 C) w � v z bA Cn w r..l 00 Q �c4n •Cn > H U ey Cl W Q O U Q H U � O � d- U c �o M Uwe yj N � ©w m r Ewa w drawn sL chwkod s.1. date 1/5n8 scale 3116" =1'-0" job number 170a Shea A-1 File Copy M