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HomeMy WebLinkAboutBUILDING SITE PLANU O SITE PLAN �� Z W o a W \5 � � SAINT LUCIE COUNTY, FLORIDA �`' g m Um a �' C M ,^ L v+ FND NAIL &DISK / 9 W LL V v) O 4 UNREADABLE l / ORANGE AVENUE Z M ui / C.) 3 / U) N W 04 O ` / ° EDWARDS RD. �Ji ^ Q O MIN. S T CK REQ. v/LLJ Q ILL FRONT R°P Oi J �n } Q r SIDES W Q?l uFi 00 / h Q REAR ID OKEE 712 NR N91nE an ROAD Z U = CO / / O J o C N / ZNG. e° IZ 0' 20' 40' 60' / CO ,. TECH. J (n Q = w �/� .-. v/ LOT14 SITE Jam,° �, AA O W 2 Z N r� 24.67 o Y 2 OCCUPIED / PRIMA VISTA BLVD. Z O 24.68 / 24,8 4.72 // o / FFE=2s.82' / ° d 0 Z h , t FND NAIL DISK 24,71 / 22,gg Q a LOCATION MAP RECEIVED TREES SIZE AT CHEST HIGH UNREADABLE l / NOT TO SCALE BENCHMARK / E,. _;! / DEC 2 7 2018 ELE[T=24.86' %' FND5/8"IRC 204 203 POINT # TYPE SIZE DRIP LINE HEIGHT 24,62 5 4 7 / ST. Lucie County, Permitting 4 "WATSON" 25,05 STREET ADDRESS 85 PINE 10" 15' 20' <1 205 26,04 / 7420 LAURELS PLACE, PORT ST. LUCIE, FLORIDA 34986 87 PINE 8" 12' 17' CONCRET RIVE %`I z 88 PINE W. 15, 17' 24,60 24.64 0 / 0 89 PINE 8" 15, 15, / 2 <<I E 26.10 . O. FND NAIL & DISK d �b h°j Ld 92 CABBAGE / � 2 PINE � 12" 1212' 1 UNREADABLE 0 °� � 25 98 LEGAL DESCRIPTION ' 14' 93 94 FOX TAIL $" 14' 18, BENCHMARK 4 5 Ov °� 18000, 207 x /24,8 LOT 13, PARCEL 15—A AT THE RESERVE, ACCORDING TO THE ELEV=24, 3$ N 26,03 PLAT THEREOF, RECORDED IN PLAT BOOK 28, PAGES 18, AND 190 PINE 12" 16' 20' 24.62 14,�N N 18A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. 191 PINE 12" 17' 20' 3S• 00 , 43 88 6' o / 192 PINE 8" 11' IT / 7 8 31 � " 193 PINE 8" 12' 13' M \ OO 48„ FND 5/8 IR >- 194 PINE 9" 15, 18, FND 5/8"IR �4 ry y F NO ID / 190 pq 195 PINE 8" 14' 15, NOID / O h, 87 '� \ ^ / 191 24, 197 PINE 8" 10, 15' o h 'o 194 24,2 23 21 8 GENERAL NOTES W 2j6j s 23,8 193 198 PINE 7" 10, 15' / Cb 4.33, 3.7 / 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE F' 199 PINE 8" 15' 18, / �' ory ^ c' J OF LAURELS PLACE, HAVING A BEARING OF N21'28'05"E, ACCORDING TO 8" 15' 16' <, CONCRETE N 200 PINE 24,28 C� cy LOT13 THE PLAT OF PARCEL 15—A AT THE RESERVE, AS RECORDED IN PLAT 201 PINE 8" 15, 18, ^ ' p DRIVE PROPOSED o / BOOK 25, PAGE 18, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA_ 202 PINE (2)8" 17' 21' COVERED 000, 1 STORY CBS O Q w 203 OAK 14" 22' 18' 2 •0p ENTRY RESIDENCE 56 %S)p^ CO 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN l- 204 OAK 14" 23' 20' 24.30� /24' �� 1�00'� MZNIMUMFFE=2fT (° 24 5 1� �O' / 21,9 LOCATED AND SHOWN HEREON. O oZ o' 192 i �Nw� 205 OAK 10" 16' 18' 24,46 24,98 ? "� PORCH1922S0 , n/ p 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND W o 206 OAK 10" 15' 18' / 24,3 86j, lgs> 0 Cq 24,1 / FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. <t-8r' 207 PINE 8" 15' 15, O � �JM Uwoa248 PRI.E FS" 98 --�v C M 0) PORCH FND4X4/ UNPLATTED 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN S �'zu QyQ+ti� FND5/8"IR \��33.0� 7700 8 S 77, NOI6 / LANDS LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Z N�� 241 PINE 12" 16' CID'�,o<a _ o�� �y5 P54 / .� NO ID 23,6 23 9 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE w o�z> FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, cn 0 z 0ZNo \ 4g33 '88 �EDGEOFWATER ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. Z 0 or N� � 94 — 87 0 w Of ZZao 4��P 25,7 Ns o 0 24 2 23,6h l 11 TOPOFBAN% ZONE 6. FLOOD ACCORDING O GRAPHIC THE CF OODTINSURANCEING ONLY, TRATE MAP, HIS PROPERTY IS IN U m O o o��� G h� A<,A / �OQ�� \ S O Oh I COMMUNITY PANEL NO. 12111C 0275 J, EFFECTIVE DATE F w wa3w 8� 37, ,��`' 92 �' I FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE o Y a ic�oz, ,^ W 00 0 —'wFo 23.5 ry� I I DETERMINED BY AN ELEVATION CERTIFICATE. V Z Q POND Q< wo N0 ��, 21,9 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE Q a a �ZZ0 / CO OPEN WATER SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED CO) <Z'3 / 93 201 I SURVEYOR &MAPPER. p Zoo / / 25,2 24.5 I 24,7 z �_�" / LOT12 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY z 'Nw'm OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT 0 �0&0 �zaF / OCCUPIED 24'9 24 I WRITTEN CONSENT OF THE SIGNING PARTY OF PARTIES. SCANNED V cl� i FFE=2sss' I BY W 0�wo FND 5/8"IRC / 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD St. Lucie Count zooY UNREADABLE I MEASURED DATA. �D o J11d'F 200 I 10. THE LAST DATE OF FIELD WORK WAS APRIL 18, 2018. N <1100 / LEGEND & ABBREVIATIONS / 24,6- 4.4 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON 198 198 I NORTH AMERICAN DATUM OF 1988. DRAWN BY: CA A ARC LENGTH NO OR # NUMBER 24Al2. THE EXPECTED USE OF THIS SURVEY IS RESIDENTIAL. A/C AIR CONDITIONER NTS NOT TO SCALE 197 CHECKED BY; CA BM BENCHMARK OHP OVERHEAD UTILITIES / 24.4 21.7 13. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES DATE; APRIL 28, 2018 C CALCULATED FROM FIELD MEASUREMENTS ORB OFFICIAL RECORDS BOOK / STANDARD, IN FEET AND DECIMALS THEREOF. C/L CENTERLINE P PLAT DATA / HORIZONTAL SCALE CM CONCRETE MONUMENT PG(S) PAGE(S) 1"= ' CONC CONCRETE PLS PROFESSIONAL LAND SURVEYOR DEG OR ' DEGREE POB POINT OF BEGINNING / GLOBAL POSITIONING SYSTEM (GPS) NOTES NOT VALID WITHOUT THE SIGNATURE ELEV ELEVATION POC POINT OF COMMENCEMENT / AND ORIGINAL RAISED SEAL OF A . REAL TIME KINEMATIC RTK METHOD WAS UTILIZED USING A TWO FLORIDA LICENSED SURVEYOR & 1 FFE FINISHED FLOOR ELEVATION PRM PERMANENT REFERENCE MONUMENT / ( ) MAPPER. FND FOUND PSM PROFESSIONAL SURVEYOR AND MAPPER (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. ID IDENTIFICATION NUMBER R RADIUS 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED IP IRON PIPE RLS REGISTERED LAND SURVEYOR CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING SEAL MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. IR IRON ROD R/W RIGHT-OF-WAY J 1/ ' IRC IRON ROD & CAP ® WATER METER 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED ✓ " LB LICENSED BUSINESS & AND USING CARLSON SURVEY 2008. CHARLES ARNOLD LS LICENSED SURVEYOR © AT 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PROFESSIONAL SURVEYOR &MAPPER FLORIDA LICENSE N0. 4971 M MEASURED DATA A DELTA MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE _ _ MON MONUMENT 0 UTILITY POLE N&C NAIL AND CAP 0 TELEPHONE BOX NOTE: PUBLIC WATER AND SEWER IS PROVIDED. (F.A.C.) 5J-17-051. e PRINTED D TE NAVD NORTH AMERICAN VERTICAL DATUM SHEET 1 OF PROJECT NO. 18-526 FILE COPY a O c r d Proiect Data Project Name: Rosen Residence Street Address: XXXX Laurels Place Subdivision: P.G.A. Village City: Port St. Lucie County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Floor Plan scale: 3/16" = F-0" Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 5.223 s.f. Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Design Loads Roof Live Load: 30.0 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 Developed 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 Cone. Tile Roofing on Area Tabulation "Peel and stick" tuiderlayment on 19/32" - Living 3621 c.d.x. plywood fastened as per nailing schedule Garage 975 Parch 538 Install DCSM Ridge Anchors on all Ridge Entry 89 Areas Total 5223 s.f. Icynene J Spray Foam Insulation per Energy Code Varies 0.00, T.O.B. 5/8" d.w.-/ 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled witin Grout each Course I x 2 p.t. furring strips 16"o.c. ---\ 1/2" d. #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix cone. on .006 Visquine on Clean, Compacted, Termite Treated Fill — \ F-1 Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector F Schedule 12 \\ `J6 Galv. Drip Edge over 1 x 2 p.t. 2 x 8 R.S. Pine Fascia Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath 8x16x8 CMU Typ. Stucco Finish over Concrete Block. 500 Core Fill Insulation #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells F.F.E. Grade 18" x 16" 30004t Cont. Conc. Mono. Footing with (2) #5 rebars cont. Typical Wall Section �Ite Flan scale: 1" = 20'4' �R' w � C7 r% Ln 00 Q 00 r� U U U Q O 7t CJ r� U � W � c ct N oz� Con� 00 n/ M I to X ,4ro Z doom WWo1WW ., J25 00 Z as 1nµ� auGi 2 U 30 (0 (L W 0z a S;7 �U U C '- 3 w O N O c o c K, 3 aca�o�j ;LUG a,awz' W N LU m R 1w4>' �=ac8a Q � 6 I� / V 6-i O a wll 1--11 1--1 U date revision I1l3/1& Released for Client Approval drawn s.l. checked s.l. date II/3/18 scale as noted job number 1089A sheet A-1 d, S„ 1,_o" 47 -. 1.4. 12' .. 5• p• 5•_p„ 4'-7 4'_9" 4'_9" 4'_9" 4' 5„ 2' 4. 4, 5" 4-5" 4 11' 3'-0' 8" a• uoox coot. Pad a" Eitxt# cony, p:'d o F_I p P-1 F-_ m q � Ci N 0? O F-1 n o0 � T o O N rl ME Y N a o Y F-1 ° 5'_0" 5'-2' to 4" 3000# FTBERMiX CONC. 10'-2" 10, OVER.006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL F-1 - Pool Deck 21/2 Recess PorSCD ASSUMEDF.F.E. 0.00' Paver Driveway Pool Design & Shop Drawings Brick Paves on / slope �A- F- o 2v by Others compacted Sana ; F-1 • N N O Base 3'-6" 4'-2" 19,_S" 8'_6" p• a" Sloe 1" F-4" 6'-4" l0' 10'-11f2„ T 8" 2'-4" 8" 16-0" _ 2'-8" T-O" 10'-0" 2'_S" 4 F-1 3'-6" 4'-2" F-4" Brick Pavers on Compacted Sand Res F-4 1--I F- b N Mo •o• v F-5 a F-1 $12' i F-'4' p Brick pavers.. Compaded Sand Base f^ 1112 R u,, for s.c.D. P— b I b 3'-5" 3'A" 3'-10" to to o • � Y � • F-2• P-2 N o Slope for _ �Fo _ F-I naraga or. .I @ •0 Slope to N T-5" 24'-11" 4'-6' 35'-10" 2 •ll F-2 N W lV 4 N J" N 4 r P-1 rr � o 19'11„ 5'-6" 12' 8" 5' 6" 22' p„ N T 10 Y� $ vIF7Z$ F l F 3 q F-I F-1 F-I in x F F-2 P-2 C o-zsoon - No Curb _ cone pad a. 2<00# a-zsaa# ec•ne. pad cone pad s-q" 4'_8" 4'_8„ 4'-8" 4'-9" 3'-10" 4,_p,� 3'_8" 4,_4„ 5'-0' 5'-0" 5'-0" 5 6:. 5,_2„ 5,_p„ Y-1 5-4„ 2'_0" 3'-10" T-T 5,_1.. 5'-0 3'-9.. 4.8" (A'-4" 108'-0" Foundation & Footing Plan F-1 F-2 IS" x 16" mono. footing with (2) #5 rebar Cont. 18" x 16" mono. foot ng with (2) #5 rebar cons. and curb g't 4" to 5 1/2" 4" 4" t fi" 16" 18" 18" MONO. EDGE FOOTING CURB FOOTING AT GARAGE F-3 F-4 8" x 8" mono. footing 42" x 42" x 18" footing with (1) #5 rebar cunt. with (5) #5 rebar 6"o.c. each way 4" 4" 4' 4" 8" 42" Square INTERIOR THICKENED EDGE PAD FOOTING F-5 32" x 32" x 18" footing with (4) #5 rebar each way 18" 0 32" Square PAD FOOTING FORMWORK &SNORING cc ^ M Q rn W Z ai CJ a C7 p, to `,O It � rrl W w 1 .Con Q 00 Fri �D N • r 9 rat Z U U r� V Q •t� � to O v w o N � v 1 r� U U � •x0 .--a U O 1-� Z o0 00 00 m No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength._ Design, Erection, & Removal of all formwork, shores, & reshores shall meet `h V meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete, SOIL STATEMENT: Foundation has been designed for it soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepang to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architut or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust Z per manufacturers instructions and use Two part eppoxy to anchor the #5 in Use "Hilo W rebar place. either C-100" or Simpson W W Epoxy -Tie. U GENERAL FOUNDATION NOTES w Z Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill 6 barrier. W and toil polyethylene vapor If concrete slab contains 6" x 6" 10110 W WM provide I" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, r�- measured on the inside of the bar, is not to be less than six QI bar diameters. O W Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar U The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superceded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. date revision All specifications and dimensions to be verified by contractor. 11 /3/18 Released for Client All exterior slabsshallslope a minimum 1/8" per foot for drainage Approval drawn s.l checked s.l. date II/3/18 scale as noted job number 1089A them A-2 10" Foam & Stucco Freize Band. Style to be Selected by owner over 14" Smooth Stucco Band 14" Foam & Stucco Freize Band. Style to be Selected by owner over 18" Smooth Stucco Band 20" x 20" Medalions Style to be selected by owner 10" Foam & Stucco Freize Band. Style to be Selected by owner '0� -Z T.O.B. OIL 6" Foam &Stucco 1T-0" Entry Trim, Selceted by owner 14'-0" T.O.B. FM ❑ T.O.B. 14'-0" 10'-0'=T.O.B. ' (�j Window 8'-0" Head 0.00' F.F.E. Window Head ?� +33.5 36.3 +33.5 36.3 Front Elevation scale: 1/4" - 1'-0" +33.5 +33.5 +33.5 36.3 36.3 36.3 Rear Elevation scale: 14" = 1'-0" 6" Foam & Stucco Window & Door trim Selected by owner Li +33.5 36.3 +33.5 36.3 +33.5 36.3 +33.5 36.3 Smooth Stucco Grade Band, Typ. Verona Entry Door +33.5 36.3 +33.5 363 [M] +33.5 +33.5 WLI R15 . e:em:m 36.3 6" Foam & Stucco _ Entry Trim, Selceted by owner +33.5 +33.5 +33.5 -36.3 36.3 1 44.8 T.O.B. 11'-4" Window Head 9'-4" F.F.E. 0.00, U 00 ^ 7t M Q W tu z to w Q Q to a z O W o N F • x O CC 00 �I m � z w � w � � o w � x w Q x T.O.B. F.F.E. 10'-01, O a W H W Window Head oL v1 W �10-0' U F.F.E. 0.00' date revision 11/3/18 Released for Client Approval drawn s.l. checked s.l. date II/3/18 scale as noted job number ID89A sheet A-3 ME ME MINE ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI +zs.z 31.4 Right Elevation scale: 1/4" - 1'-0" Left Elevation scale: 1/4" - 1'-0" EM, +111 N N M 0 -36.3 -44.8 U H 00 IT ^ M � w �x w � z C7 G, t„ Q00 v U U Q H o o It � N vo 00 00 � z w � W w w Q � � � z o a w H w � w date revision 11/3/18 Released for Client Approval drawn s1 checked s.l. date 11/3/18 scale as noted job number 1089A sheet A-4 Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2" 2. N.R. - Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linter foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. a»5 rebar aa."try cboaomalmrtl \ aviry F=filled sml qwid[haa� 8F16-1B/1T F 7 5/8" ofas� aaah„ o5 mbar atboao mipal cbat mp "' fli :d ca.iry hei8th Lintel Type Designation Cast Crete Lintel Schedule Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7_ U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg-3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTNI A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = t900 psi 4. Mortar per ASTM C270 Type M or S All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD .ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. 111 4'-6" 7342 1020 4292 189 8F24-IB/IT L-2 10'-8" 2423 316 1272 204 8F24-1B/1T L-3 10'-8" 4006 316 1749 204 81740-113/1T L-4 T-0" 10893 250 6183 100 8RF38-1B/1T L-5 4'-8" 9311 1207 4594 250 8RF38-1B/1T L-6 10'-8" 4006 250 1749 100 8F40-1B/1T L-7 T-8" 6390 904 2494 165 8F40-113/1T LIS 1T-4" 2047 1714 1470 362 81`40-113/2T 119 21'-4" 1468 250 1046 100 8F40-113/2T L-10 19'-18" 845 607 531 231 8F20-1B/2T L-11 16'-2" 1326 316 520 204 8F20-1B/1T L-12 3'r0" 11809 279 7636 38 8F40-113/1T Lr13 5-10" 6036 1221 3295 221 8F24-1B/1T L-14 6'-8" 6472 1145 3508 240 8F44-1B/1T L-15 T-8" 6390 788 2494 147 1 040-113AT L-16 9'-4' 6390 235 2494 10 8F32-1B/1T L-17 17-4" 1849 763 754 154 8F28-1B/1T ills 111-4" 3127 690 1510 127 8F28-1B/1T L-19 6'-8" 5681 316 2571 204 8F24-113/1T L-20 T-8" 9311 763 4594 154 8RF30-1B/1T Min. Beam depths shown, bevns may be increased without comment At Lintels 24" larger, provide (1) #4 vertical rebar 24"o.c. along length of lintel Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed S-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point uplift 1D Uplift 31 1307 HETA20 1 1810 (9) 10d x 1 1/2"' A16G 22 5431 Steel Column Ply) (2 15 2'293 HETA20 2 2500 (6) 16d per strap D04G 14 2028 7 2111 (2 Ply) 1Titen to FG01 7 97 HU28 1 575 CBS and (4) 10d xl 1/2" (1 Ply) to Truss 5 98 By Truss Company All other trusses ALL <1000 MTS18 1 1000# (14) 1Od x 1 1/2" to Frame All other trusses ALL, <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Valley Supporting Framing (4) 10d trusses <250# VTCR 1 1 370# Valley Truss I (3) 10d x 1 1/2" Connector Schedule Developed from the Truss Placement Plan and Engineering from Builders First Source Job Number 1477518 Dated 9/18/18 Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.£) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. U /1 M O w � � z N �D CA 1� U Q o w Ga ca N CCU r---q U 01� z N U 0C 00 M r� A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. t Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. $„ (4) 11/16" dia. Holes to Z ive 5/8" dia.thru w with nut & washer w W U WSee Truss PlacementPlan 01/4" for Bearing SeatHeight.. Field Verify priorto Fabricationz Steel Bucket with 1 a 1/4" Weld at all sides �' a �D d U 3.511 x 3.5" x 1/4" steel column date revision welded 3.5" x 3.51' x 1/2" 11/3/18 Released for Client Approval steel base plate (2) places Fabricate to follow wall framing See Floor Plan drawn s.L d checked s.l. 0 asten to cone. foundation date with (2) 3/4" wedge bolts 1 [/3/I8 scale C-1 8 11 min. embed. asnowd i"hn ether 1089A sheet Steel Column Detail A-5 STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 1 1/2" 1" Structural Poured: 3/4" 3/4" Poured Walls: _ _ 3/4' Slabs exposed to the weather 3/4" 1" _ Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 S.I. Column and walls from foundation to roof see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with burricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freigg�it, and all other cost related to the completion of this project., unless explicitl identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommrssions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. 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. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the 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. Lucie County Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) 42 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type n) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is <4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" cAx. sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project Condit ons by aFlorida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturers certified I yout81 11 govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c, edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Lengthe 2" Min. Head Diameter..280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. y ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch. or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" O.c. max. Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A1Q8.6, A108.11, Al18.1, Al18.3, A136.1, & A1371. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gvnsum Board & Gvvsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gy)isum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lnun to 3mm) thick shall be in accordance with ASTM. C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated panics shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.1mm). Gypsum board used as the base orbacker for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Farmed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1/4" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framinlr Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (5lmm) nominal thickness in th least dimension except that wood furring strips not less than 1" by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) 90 DEGREE HOOKS OVERLAP 25" MIN: HORIZ. TIE BEAM STEEL SEE WALL SECTION FOR STEEL REQUIRMENTS POURED CELLS WITH (1):#5 BAR CONTINUOUS FROM BEAM TO FOOTING Change in Bond Beam Elev. Alum. window frame corrosive resistant Tapcon concrete V 3/8" continuous bead of stews installed as caulk (back bedding) behind specified in window shim to prevent liquid passage manufacturers product approval 1/4" struct. shim window sill set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Gunable sealants shall comply with ° ASTM C Class grade or e . in greater for properjoint expansion r pr and contraction precast conc. sill Typical Precast Conc. Sill Detail 2 x 8 p.t. plate anchored above with 1/4" x 3 1/4" Tapcon screws at 12"c.c. and 6" at ends. and on sides with (4) 1/4" x 3 1/4" Tapcon screws. See Truss Layout 1/2" c.d.x. plywood on each side and bottom nail as per struct. notes Arched Header Framing TYPICAL FOR HALF ROUND ARCHES 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck � CBS Min. 1 1/4" embedment Ato at windows and min. 1 1/2" embedment at 19 o ° ° A gl. doors a a ° ° � 1/2" drywall stucco finish f f Perin — Attach p.t. bucks with 8d coil nails at 12"o.c. Typ. Alum. window jamb or sliding glass doorjamb NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Window & Door Flast Includes Buck Attachment Metho 1/4" max. struct shim caulk attach as per manufacturers product approvals Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Detail at CBS Wall 8" x 16" C.M.U. WITH CELLS FILLED I GROUT & (1) #5 VERT. EL P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES 1/2" x 6" RFDI°lWS WITH MIN. 2" x 1/8" WASI4BR 12" FROM ENDS AND 24"o.c. MAX. DOOR HEAD 1/4" x 2 314" TALONS STAGGERED 24"o.c. OR 5/8" x 6" Redheads with Min. 2" x 1/8" washer 12" from ends and 28"o.c. max. OR 1/4" x 1 1/4" min. embedment spaced at 7 1/2"o.c. with 1" O.D. washers spaced bottom anchor at 3 1/2" from bottom of 2 x 6 and top anchor at least as high as the door opening. Garage Door Buck Detail t r d hnrtnm enrrl hrncina 101-0" Bottom Cord Lateral Bracing pre engineered trusses 24"o.c. Icynene fSpray Foam Insulation per Energy Code 5/8" d.w. 5/8" drywall 2 x 4 plate 1/2" gyp. d.w. R11 ball insulation Bath Garage 2 x 4 blocking at mid point of wall 2 x 4 studs 16"o.0. 2 x 4 p.t. plate fasten with cased hard coil nails at 12"o.c. sealant under IF l� / wood base sill plate -� L 0.00' wmmll F.F.E.71 Galt'. Cap 2" dia. Galy Pipe Set ballard 12" from appliance Galy. 21/4" J `Typical Cone. (4) 1/4" x Foundation Tapcon Ballard Detail scale: 1" = F-0" comer bars at beam (outside only) (2) comer bars at footing (min.) - vent. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell Adj . Wall at Garage 8" CMII PC Expansion Strip all comer bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls PC Panel Anchor 3/16" dia. Hilti Kwik Con II (Flat Head) with 1 " min. embedment and a 2 1/2" min. edge distance at 2" from corners and 16"o.c. Typical all four sides of opening Sealant PC Glass Block 8 x 8 x 4 Hollow Unit Glass Block Detail Corner Reinforcing Detail h--� 00 CIO v) O W U z C7 P� to bA Ln w .� W ) • \ Nr I�1 U on > Q N E� U z U U Q H W G) o N d' r r� U � > �_otr'N U O O Z oho iW 00 M i—i r� z W W W U c) W o QF-�rT,-1 z O W H W � U dace revision ll/3/lA Released for Client Approval drawn s.l. checked s.l. date II/3/18 scale as noted job number 1089A sheet A-6 Wind Zones - Walls 8" C PC Expansion S trip PLUMBING NOTES: Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in all showers Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 3/16" dia. Hilti Kwik Con II (Flat Head) with 1" min. embedment and a 2 1/2" edge distance at 2" corners and 16"o.c. Channel 2" x 4 1/2" x 1/8" Sealant PC Glass Block 8 x 8 x 4 Glass Block Detail 2" v.t.r. showe to sanitary system 2" v.t.r. iuu uauw u111w1 VV 0.4N3 11llliO Plumbing Riser Diagram H 7t ^ M © w v to • �--� U ct Z U Q O V 2 � rJl cad W t7 ✓' N — Lay. Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type Attachment Method Building Design Pressures Product Rated Design Pressures A. EXTERIOR DOORS See Exterior Elevations Swinging FL# 10445.2 Palm City Millworks 10'-0" Tall French Impact 6" from corners at Jambs &Sill and 16"o.c. At center of sill 3",6",9" each side of center. Use 1/4" Tapcon with 1 1/4" embed. +/- 70.0 Swinging FL# 15037.3 Therma - Tru Fiberglass OpaqueIN.A. 6" from corners Head, Sill & Jambs. 17"o.c. max. at Jambs One at Center of Sill. Use 1/4" Tapcon with 1 1/4" embed. +/- 50.0 Swinging FL#: 69931 Therma - Tru Opaque Fiberglass g 6" from corners Head, Sill & Jambs. 17"o.c, max. at Jambs One at Center of Sill. +/- 50.0 Sliding FL#: 251.10 PGT 5570 Impact Head & Sill: 6" max. from frame corners and4" from each Astragal or Interlock. Jambs 21 "o.c. max. P Hooks 12"o.c. Use 1/4" dia. Tapcon with 1 3/4" embed. into concrete Use (2) anchors at each location +/- 60.0 Sectional NOA: 17-1018.1 DAB Door Co. 824 N.A. 5/ 16" x 1 5/8" Lag Screws (Full Tread) One at each Steel Track Bracket. +49.0 -52.0 B. WINDOWS Singlehung FL#: 239.7 PGT 5500 Impact Head & Sill: 6" from comers and 15"o.c. Jambs: 6" from corners and 14" o.c. Max. 4" from meeting rail. Use 3/16" Tapcon with 1 1/4" embed. into concrete +50 % -50 Fixed FL#: 243.10 PGT 5540 Impact Head & Sill: 6" from comers and 8"o.c. Jambs: 6" from comers and 8" o.c. Use 3/16" Tapcon with 13/4" embeded into concrete +/- 70.0 Mullion FL#: 261.1 PGT 3" Impact p Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 3/36" Tapeons with 1 3/4" min. embedment. +80.0 -80.0 Glass Block FL#: 25879 Seves Glass Block 8 x 4 x 8 Impact 8 x 8 x 4 Glass Block with Ladder Type, 9 Gauge reinforcement 16"o.c. and 2" x 4 1/2" x 1/8 Channel. 3/16" Hilti Kwik Con Flat Head screws 1" embed. on CBS 16"o.c. Head & l 1"o.c. Jambs +/- 75.0 D. ROOFING PRODUCTS Roof Tiles FL#: 601.8 Boral Roofing Concrete Tile Foam Adhesive Roof Underlayment FL#: 5259.1 Polyglass USA Polystick TU Plus Direct bond to deck Foam Adhesive FL#: 6332-R5 3M Company 2 Component Large Single Patty per Field Tile r� � U ✓> w � ct • �+ O cl� — �UO 00 M r� as z w � W w U O c) z Q W � Z O a w E-+ W U date revision 11/3/18 Released for Client Approval drawn s.l. checked s.1. date II/3/18 scale as me^d job number 1089A sheet A-7 Electrical Load Calculations 3621 Living S.F. at 3 VA 10,863 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Cir. @ 1500 watts 1500 watts One Range 8000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave @ 2000 watts 2000 watts One Water Heater @ 4.5 k-w 4500 watts One Dryer @ 5 kw 5000 watts Three Ref. @ 1500 watts 4500 watts Three Baths @ 1500 watts each 4500 watts Irrigation Pump 2500 watts Water Softner 1800 watts Wine Cooler 1800 watts Pool Equipment 5000 watts Total 57,963 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 19,185 watts Total 29,185 watts Three AC Heat at 100% 27,000 watts Total 56,185 watts 56,185 W 1240 V = 234.1 Amps Use 400A Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified Pane Main Panel M 120/2PUV Panel A 200A Sub Panel #1/0 CU 2oiv ov Ground Panel yr Cond. (2) vo B THW and (1) THW 150A Sub Panel 120/240V 3" Cond. with (2) 500 MCM THW CU. and (1) 300 MCM THW CU. Neut to PPL Pole Electrical Riser Diagram Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. Ensure min. 36" clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 ELECTRICAL LEDGEND 518" dia. x 19 CU clad ground rod & CU water pipe ground (Typ. 2 places) lO RECESSED LIGHT WITH LENS (9 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE TT) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER & ABOVE WALL CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN e EXHAUST FAN OUTLET ® DOOR CBDAES bTHERMOSTAT ® SMOKE & CARBON MONOXIDE DETEC DUPLEX OUTLET - SWITCHED �. TELEVISION DUPLEX OUTLET me -Q 220 V OUTLET TELEPHONE -W SWITCH El PUSHBUTTON -W THREE WAY SWITCH -�. DIMMER SWITCH n NOTE: RECEPTACLES IN KITCHEN, BATH, & PANTRY ARRAS TO BE 46 A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BF INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Flao�d L,Oo Lilfillll1�r Gll it I"11 scale: 3/16" = F-0" U H � 7t ^ M W a� � z C7 G, to 00 W � C 1 f--i z U U U Q H o W � o d- U ct CIJ �UQz0C 00 � � z W � W U p o z w x x Q � H � Q U date revision 11/3/18 Released for Client Approval drawn sJ. checked s.l. date 11/3/18 scale as noted job number 1089A sheet R A V t 3 N Y W U LL 0 d 14'-0" Bearing Height 11'-4" Bearing Height 10'-0" Bearing Height Truss Connector Total List Manuf Product Qty HTU26-2 I Simpson HGUS28-2 I HTU26 24 HUS28 I LUS24 3 Simpson LUS26 5 FILE COPY DESIGN CRITERIA 160 MPH EXPOSURE "B" LOADING #55 = 30,15,0110 PITCH 6/12 24" CANTILEVER PLUMB CUT NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH RECEIVED THE TOP BEING UP. DEC 14 2018 7.)BEAM/HEADER/LINTEL (HDR) TO BE cieCounty,Permittin9 FURNISHED BY BUILDER. TYP, END DETAIL GnD MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 � Jacksonville PHONE:904-772-6100 FAX:904-772-1973 Tampa PHONE: 813-621-9831 FAX:813-628-8956 Freeport PHONE:850-835-4541 FAX:850-835-4532 BUILDER: SCANNED BY PARADISE HOME'u "'nly LEGAL ADDRESS: T.B.D. LAurels Place Port St, Lucie / St. Lucie MODEL: Rosen Residence DATE: I Drawn By: 9/18/18 1 WP 1 1477518 N/A 1 N/A 1 1477518