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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYSWire 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. Connector Schedule Tits Bearing Tens Corrector Qnty' Connector Fasteners Point Uplift ID Uplift a� -c ? 783 MTS18 1 1000# (9)1 Od x 1 1/2" 8 786 ll l ts,es Each <700 MTS18 1 1000# (9) 1 Od x 1 112" tr. Fr. - Brag. Supporting v�tley Framing G250# MTS12 1 1000 (14 ) 10d x 1 1/2" Valley TrUSSeS Truss 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 inanufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less ian 300 p1f. Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. 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. i PRODUCT APPROVAL Approval product Model Number Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures Number FL#:17443.1 Roofing 5VCrimp JATaylor Asper 'ManufacntreisProduct Approval -65.2 -129.25 FI 4. 97777 Roofing Dnderlayment weatherLock Specialty Owens Coming As per Manufacturers Product Approval FT 1PCTR TC ,A T T .F,T)C~TFNT) RECESSED LIGHT WITH LENS Q. EXTERIOR LOCATIONS Existing Residence CJ 4" 2500# concrete GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWMprovide 1" 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, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizontally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar 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 superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage FORMWORK & SHORING 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 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 a 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 discrepancy to suggest the soil may be madecuate, he must immediately report it to the owner and the Architect 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 ca walls) Remove dust per manufacturers instructions anuseTwo part epoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. 22'-0" 181_01, 21_OII ElEll- F-1 t7 El o or----- ---------------------- o I -4" I I I I N I I � I I a I I � I I I I I I I I I F-11 4" 3000# FIBERMIX CONC. I F-1 OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, I 1 TERMITE TREATED FILL I I I I I I I I I I I I I I I I I I I I O L — — — — — — — — — — — — — — — — — — ----J Ell El F-1 il BE 00o 00 T-0" 18,_0„ 2' 0„ 22 0" Electrical Plan Foundation & Footing Plan scale: 1/4" = V-0" scale: 1/4" = 1'-0" GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min, ASTM 0 226 Type 11) 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. 19132" plywd. 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 conditions by a Florida 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 manufacturer's certified layout shall 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. 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 lar er ring shank with Min. shank diameter: . 1 �3 Min. Length: 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, 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 F-1 18" x 18" mono. footing with (2) #5 rebar cont. 4" 18' 18" MONO. EDGE FOOTING 401 �t/�� REVI N STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall REVIEWED FOR conform to ASTM A-615 grade 60 specifications. Lap continuous CODE COMPLIANC§ reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook $T. LUCIE COUN discontinuous ends of all top bars. Reinforcing steel shall have BOCC a minimum of 1" concrete cover, or as follows: FILE ��BOTTOM TOP SIDES N cn N Ri 00 Beams: 11/2" 11/2" 11/2" C) W Slab on Grade: 1 1/2" 1" _ ZZ Structural Poured: 3/4" 3/4" Poured Walls: 3/4 � sc Slabs exposed' of so to the weather 3/4" it, _ W Reinforcing steel shall be detailed and fabricated in accordance Q p" with the "Manual of Standard Practice of DetailingReinforcin ^' Concrete Structures" and the current "ACI BuildinCode 318'' H w All structural steel shall conform to current ASTM Specification A-36 � a U All wood in contact with masonry shall be pressure treated or approved seperating material. C W O All dimensions shall be verified in field by the contractor. If there are • r..J Q any discrepancies the Architect or Engineer shall be notified before vs proceeding. W rti 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 (RISC), 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 p.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 hurricane 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/freight, and all other cost related to the completion of this project., unless explicitly 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 ommissions 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 galy. 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. Provide one layer of 15# felt to framing prior to installing wire lath. C� r� U > E-a rn t 00 U Chi 0 O o0 N C- n/ 00 M Z O (� N U b r-i Q y o � � � a U O 04 Q U date revision 5/7/19 Product drawn s.t. checked s.l. date 3l22119 scale As Noted job number 19030 sheet A-2 REVISION +33.5 -36.3 ❑ ❑ 51 44 8 -44. Right Elevation scale: 1/4" = 1'-0" +33.5 +33.5 44.8 44.8 Left Elevation scale: 1/4" = l'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY C3 BOCC FILE CO T.O.B. 9'-4" L Deco. (Non ILIloll PRODUCT APPROVAL Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated Number Type Design Pressures Design Pressures Per Manufacturers Product Approval FL#: 239.6 Windows SH-5500 Singlehung PGT Industries Impact 3/l6" Tapcons with 1 1/4" embedment in Cone_ +33.5 -44.9 +/- 50.0 in Mfg. supplied holes Per Manufacturers Product Approval FL#: 243.9 Fixed Glass PW-5520 Singlehung POT Industries Impact 3/16" Ta cons with 1 1/4" embedment in Cone. p +33.5 -44.9 +/- 50.0 in Mfg. supplied holes FL#: 17519.1 Mullions Clipped POT Industries NA Per Manufacturers Product Approval +33.5 -44.8 +/- 50.0 Tube FL#: 17184.7 FL#: 17184.2 Swing Doors Fiberglass Impact Per Manufacturers Product Approval +33.5 -36.3 +/- 50.0 FL#:17184.1 Door Door Approval Product Model Number Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures Number FL#:17443.1 Roofing 5V Crimp JA Taylor Per Manufacturers Product Approval -65.2 -129.25 FL#: 10892.1 (Optional) Hardie Plank James Hardie Per Manufacturers Product Approval -50.0 -92.0 Siding FL#-9777.7 Roofing Underlayment Weatherl-ock Specialty Owens Coming g Per Manufacturers Product Approval Front Elevation scale: 1/4" = F-0" +33.5 -36.3 8'-0" 0.00' L] I0 44.8 36.3 F+33 36.3 +33. -36.3 +33. -36.3 +33. 36.3 Rear Elevation. scale: 1/4" = l'-0" Wind Zones - Walls Wind Zone - Roof Plan 0C p Qrx W ai C7 w to Q a�� N v H Q aj Z v Q U Q H o ' P-1 ~ O I -I � r1 ct r---4 r-1 H C� Q oa M �i O w con W ct U w jT� Q � � CC � R U date I revision 5/7/19 (Product drawn s.l. checked s.l. date 12/6/18 scale as noted job number 18066 sheet A-3 m N SITE PLAN LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA GUARD RAIL` 22.94 22.64 22.65�y 22.46 Ti �z 22.50 60 90 LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC 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 LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT 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 REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY © WATER METER & AND ® AT 0 DELTA 0 UTILITY POLE 23.42 2 2.6 3 x 22. OR/GNAL LOTL/NE _ - 19,49_ 15' ADD?ZONAL R/W 27p_pp• ,�,�-- ONP - NP - OH - OHP - OH, - OHP - OHP - 0NP - OHP 20 N 89'4933" E 20.58 SET 5/8 IRC LB # 7903 FNDS 3X3 CM - - - - - i�/ 279.00• S 89°49 33" W BASE BEARING �-�? 4r- CtL-O ENUE EXTENStON- RIW VARIES ASPHALT VARIES 3 8 N 89'49'33" E 2 2. OR/GNA - OHP OHP - 0HP - 0HP --- OHP - OHP - 0HP - FND 1" IP N 8904933" E 2L \ UNREADABLE 0.3' NORTH \20.92 75.76' LOT 4 LOT 3 BLOCK A x BLOCK A OCCUPIED 21.17 x o x N N x Q I 4• FARM FENCE a m x 21.08 - x x - x x 21.13 0 0 o x OD (Qjl x 4' METAL FENCE of 3 x LOT 9 x LOT 10 BLOCK A I BLOCK A OCCUPIED F x BRIT lie 50 RM 16' ASPHALT 320.0' \ FND 3X3 CM NO ID SET 5/8 IRC LB # 7903 19.7E 18.91> 20.79� 20.17 x 121.05 10 b \ SET NAIL & DISK H LB # 7903 p BENCHMARK ELEV. = 21.12' 275"50' 22.93 23.45 22.91 23,01 21.49 18.25 22,49 22,63 8 2.84 17.91 278.25' 22.29 22.27 .88 18.51 LINE 15'ADD/T/ONAL RNV 19.72 1'2 2'�I qq5 19,34 17,83� 2.3� 1N OHP - IMP --0 OHP - HP OHP 0 P-9NP-'- OHP - DIP - OHP - OHP - � P O, HP P - OHP 5L20NP - - 278.15' 19.57 20.99 2.52 1.5jx - oc 21,71 SET 5/8 IRC LB # 7903 SET NAIL &DISK x LB # 7903 4' FARM NCE I x m m x y r D n I D I LOT 2 LOT 1 CA 21.19 BLOCK A BLOCK A n �D V � x N 0 x20.9 I Q a I K Q I N x CD x I x x I x x zo,ss 20.81I x 9. 5 2(.79 0.�4 - r 17, 526.92 2 .44 R LOT 11 a PROPOSEDx 16' GRAVEL DRIVEBLOCK A 20.98POSED 20.75 II I DRAINAGE PIPE W 20,68 Z n N q s oo• 75.73' x I r 0 Ld v C W 0 o v °; vl VPROPOSED (]0NUa_>oxo evAI mm x 09 T G 30.00• 80.71' Q m PROPOSED O TANK-� _ _ x O PROPOSED w I 3 Q SEPTIC x I AREA 48.00' LOT 12 BLOCK A 4Na 4' FARM FENCE x FND 5/8 IRC \I / UNREADABLE a I x SET 5089Rc 03 I 17.75 2 .52 x 2 0,8 5 S 89'4 33" W 20.80� x .771 D' 20,49 SSW ,��o - - 59 20.5 x 20,68 20.80 x 20.90 NOTE: PUBLIC WATER IS PROVIDED. // g �17.8y SET N DISK 20.57 LB # 71903 BENCHMARK ELEV. = 20.60' 20.71 20.37 20.31�- - 20.40 I I 13 NmI c p W y FND 5 8 IRC LB 7805 FND 5/8 IRC LB # 6912 O A1A n9 e d ORANGE AVENUE SITE 0 �Z EDWARDS RD. OICEEC^' 712 WHITE aTY ROAD AtA - ��e PRIMA VISTA BLVD. 1 LOCATION MAP NOT TO SCALE STREET ADDRESS UNASSIGNED BRITTAIN AVE, FORT PIERCE, FL. 34986 LEGAL DESCRIPTION DORIAN SUBDIVISION (AKA DOIRAN SUBDIVISION) BLOCK A, LOTS 1, 2, 3, 10, 11 AND 12 (OFFICIAL RECORD 3523, PAGE 1143; OFFICIAL RECORD 4058 PAGE 391), AS RECORDED IN PLAT BOOK 9, PAGE 22 OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH RIGHT OF WAY LINE OF BRITTAIN AVENUE, AS RECORDED IN PLAT BOOK 9, PAGE 22, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S89°49'43"W. (ASSUMED DATUM) 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0160 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 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, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 10. THE LAST DATE OF FIELD WORK WAS OCTOBER 19, 2018. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. BASE BENCHMARK ST. LUCIE COUNTY "LN A" WITH AN ELEVATION OF 43.76'. 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. T Ln 0 U M O V Zap W M � W 0, r nn cQ ct m U. a N V a ZwD2 uo N wZ W� �o� CL° Lu w` W W / OW N y. 0 '��/� V+ W Q LL Qs Q Z =y Z V M/ W .IOC �o n ONo�>� Zuw0� z" -- LL O Y w �/ LL Z Q Z IL 00 00 IL z 0 W ly W W A W 0 W U W m w Il ~ o � ca 0 wU_ Q F3U Z Z K (1) o a 1L ao"� T Uw9O C "' o N oC,< O O O. K0ww z , y Q osZ> N z "ZF"m Q > »m8 i Np�U O aa � zZaU wo J w00-Vl o 0 �3= 2 < ww5w Q �w Quo o� H w2U �zzo ,Nw H zo O <z0a O zSo w O wSV n = A U um, ooao w C W �Z o Qwm O Zooa J Qwwrr wzQ U O m N JR'Kw ¢aovl DRAWN BYI CA:,, CHECKED BY: CA '>f DATE: DCTDBER 21, 2018' HDRIZDNTAL SCALE: 1'=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. ;= SEAL 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. CHARLES ARNOLD Y 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJU, E[� X USING CARLSON SURVEY 2008. Zb @ m--/ an 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY E . E[§ m MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE' ODr PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO. 4971 J PRINTED ATE SHEET 1 OF 1 (F.A.C.) 5J-17-051. '*' "m PROJECT NO. 18-551 WRV CO) o W aoSITE PLAN(jm ZaE w LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST �® A1A 2, � Q gm m g W SAINT LUCIE COUNTY, FLORIDA Z N = Nq a, Z wC laJ GUARD RAIL22,94 22.64 22.65 22.46 91 i W D W IL IL M. W 22,50 ORANGE AVENUE UJI W N O W N 22.73 22.93 0 > > = U. 'a SITE c� m '� I- v7 23,42_ — X 22T� C/�O ENUE-E)ffENSfON— 23,45 _ �� 4 t/i W >-M. o� EDWARos RD. v� Q o p v� J Z aF 00 w RNV VARIES ASPHALT VARIES N �Z Q Z U = W 23.01 O(EE 712 WHITE CITY ROAD - W c g x 22,91 J _0 J c I.- 0' 30' 60, 90, 22.63Ll?.38 22.56 21.49 18.25 22,49 22.63 8 2.84 17,91 O to Q w N ORIGINAL LOT LINE N 89 49'33' E n6.zs• 22.29 2 2.2 7 88 �y W > n 19,49 �'GN NE — 18.51 A1A Z W E z N ,~.. 15'ADrDIYTIONALR/W 20 c� $ L-SWAkE — 19,1 15'ADDITIONALRM 1 72 1�2 �I pp� 19.34 17,83 2,3 t� �� LL 0 270.00• OHP = ONP — — OHP = OHP — OHP — Of _ OHP — OHP OH, OHP OHP — OHP — OHP — OHP — OHP — OHP 0 ow — OPP HP — P OHP 'BHP' OHP — 01f — OHP — OHP — '' S _OW -70 _ x w PRIMA MSTA BLVD. A O LL Z Nii4i 3'E FNo 1, IP N 89"49'33" E 21, 4 278.15' 19,57 20,99 2.52 Q w Go O 20.58 \UNREADABLE 1,53 x — xx 21.71 d 2 0.3' NORTH SET 5 8 IRC I co tL FDOH in St. Lucie County I SET 5 8 IRC I I LB 7903 LSET B # 71903 DISK Environmental Health LB 7903 20,92 4' FARM cE LOCATION MAP Site Plan Approved for Construction x I NOT TO SCALE Supersedes All Previous Site Plans for IDS is �f-Ik7122i & Well # u ( x o Date:12% I o STREET ADDRESS UNASSIGNED BRITTAIN AVE, FORT PIERCE, FL. 34986 Reviewe : �- x I D I Z LEGEND & ABBREVIATIONS I I LEGAL DESCRIPTION x 75.76• 21,51 x I DORIAN SUBDIVISION (AKA DOIRAN SUBDIVISION) BLOCK A, A ARC LENGTH LOT 4 LOT 3 METAL] L LOT 2 LOT 1 � ti I LOTS 1, 2, 3, 10, 11 AND 12 (OFFICIAL RECORD 3523, PAGE A/C AIR CONDITIONER BLOCK x BLOCK N 21.19 BLOCKA I I BLOCK x a 1143; OFFICIAL RECORD 4058 PAGE 391), AS RECORDED IN BM BENCHMARK D PLAT BOOK 9, PAGE 22 OF PUBLIC RECORDS OF ST. LUCIE C CALCULATED FROM FIELD MEASUREMENTS f 21.17 �v I COUNTY, FLORIDA. C/L CENTERLINE x I x x 20.9 I N w CM CONCRETE MONUMENT C A I CONC CONCRETE x x o Ld DEG OR ' DEGREE N I I GENERAL NOTES a ELEV ELEVATION I p x�q' FARM FENCE RTH I i 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NOca FFE FINISHED FLOOR ELEVATION x x I RIGHT OF WAY LINE OF BRITTAIN AVENUE, AS RECORDED IN PLAT FND FOUND I I I BOOK 9, PAGE 22, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, ID IDENTIFICATION NUMBER x 21,08 x I I HAVING A BEARING OF S89'49'43"W. (ASSUMED DATUM) Q wZ� IP IRON PIPE — x — x — x I Q �Qz x 21.13 x 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY Q a-, __ A �� >� a °d ci'� IR IRON ROD I �wz"< IS IN ZONE X , ACCORDING TO THE FLOOD INSURANCE RATE MAP, (/� � w�,�"< IRC IRON ROD & CAP x COMMUNITY PANEL NO. 12111C 0160 J, EFFECTIVE DATE x I Z FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE ILL aov=` LB LICENSED BUSINESS x 20,85 20.81x x 9, 5 20,?4 DETERMINED BY AN ELEVATION CERTIFICATE. Q CO W. LS LICENSED SURVEYOR I\ I 17, 5 2 ,79 N=a< M MEASURED DATA 2 ,44 3. ALL ABOVE GROUND FIXED IMPROVEMENTS IF ANY, HAVE oaoo o x 4 MEraL FeacE°°' .;' I BEEN LOCATED AND SHOWN HEREON. O z N�LLW MON MONUMENT o LOT 11 $,PROPOSED PROPOSED O z� CONCRETE 16' GRAVEL DRIVE Iy - o = z r NAVD NORTH AMERICAN VERTICAL DATUM x BLOCK O 20,98 z Uzom I59.69 7 I 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Q N >- �_05 NGVD NATIONAL GEODETIC VERTICAL DATUM 36.00• x PROPOSED FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 7 �' > Now' x w 20.75 I DRAINAGE PIPE zzww NO OR # NUMBER 20,68 x v1 woz� W N n 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT o <� NTS NOT TO SCALE o N x ^� AN 0 ow II 3 �°°' 75'73 r BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. oo OHP OVERHEAD UTILITIES I w= In I Z 5E Warty ORB OFFICIAL RECORDS BOOK LOT x LOT10 8 a� ^ am' = x O W 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS Q O" a ���� BLOCK A BLOCK A o n OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, O �`' a -* P PLAT DATA OCCUPIED 155.g4' e.o9" o 8 O0' PROPOSED x 'ti I OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT �' " �ZZ° PG(S) PAGE(S) u~i ENTRY M DEEDS. M o <�z-0 PLS PROFESSIONAL LAND SURVEYOR x 9soo• 8071 x mI G Nw O� Z$� POB POINT OF BEGINNING I I I PROPOSED CA o v Q 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE w O gICN POC POINT OF COMMENCEMENT - - x o O SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED (� 000 PROPOSED 'S I SURVEYOR & MAPPER. oaw MIN. SET ACK REQ. p ai W oO�w PRM PERMANENT REFERENCE MONUMENT FRONT SEPTIC o x CC I OM FE wx PSM PROFESSIONAL SURVEYOR AND MAPPER I SIDES I I 4800' I I G 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY O (No R RADIUS CNRSIDES — — x D OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED J J N�- REAR_ LOT 12 m I -� WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. owa� RLS REGISTERED LAND SURVEYOR ZNG. o v TECH. BLOCK A w q' FARM FENCE \ i / UFND NREADABLE 9. (n a a o u�i R/W RIGHT-OF-WAY I I I I 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD ® WATER METER x 0 I MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH & AND SET s 8 IRC SEr 5 8 IRC 17,75 UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. LEI 7903 LB 7903 2 .52 DRAWN BY: CA p AT FNDS 3X3 CM 10. THE LAST DATE OF FIELD WORK WAS OCTOBER 19, 2018. 0 DELTA /NO ID — — _ _27000' _ _ _ _ _ _ 19 7 20,17 275.50' x 20,85 S 89'4 33" W 20,80 x 20. 9 f/ CHECKED BY: CA �+( S 89'49'33' W BASE BEARING n n — y f UTILITY POLE 18,91 S"� 20,5 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON DATE x a x 20.68 a SET NAIL & DISK NORTH AMERICAN VERTICAL DATUM OF 1988. BASE BENCHMARK ❑CTDBER 21, 2018 20,79 17.83 $ 20.80 20.57 ? LB 111 7903 �, n � x 21,05 x 20,90 BENCHMARK ST. LUCIE COUNTY LN A WITH AN ELEVATION OF 43.76. HDRIZONTAL SCALE: _ _ _ ELEv. = zoso' BRIT �� 21.10 20,72 20,4 I 12. THE EXPECTED USE OF THE SURVEY AND MAP IS i'=30' 50 RIW IVASPHALT a SET NAIL &DISK 20.71 0 3 20,137 LB p 7903 RESIDENTIAL. g BENCHMARK 20,31H ELEV. = 21.12' NOT VALID WITHOUT THE SIGNATURE 320.9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 20 40 FLORIDAAND LCENSEDNAL RAISED SURVEYOR &A \GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. FND 3X3 CM I NO ID I 3 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO IF (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL " 8 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED / m CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING : N MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER IZ I 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO. 4971 USING CARLSON SURVEY 2008. FND 5/8 IRC NOTE: PUBLIC WATER IS PROVIDED. LB / 7805\ 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE \ FND 4. MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE \ SHEET 1 OF 50• (F.A.C.) 5J 17 051. 1 PROJECT NO. 18-551 �Cvm-k� * VR)12- oql�>g 0 0 7E LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONIC 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 LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT 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 REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY ® WATER METER & AND AT FINDS 3X3 CM / NO ID A DELTA `/ — — UTILITY POLE `FND 3X3 CM NO ID RECORD SURVEY LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA GUARD RAIL 23,42_ 110011- 2 2.6 3)�—x ORIGNAL LOT FINE 19,49� f5'ADO�lRIONALRAY _ 270.00' }r OIP = OH° — (M1'F = 9HP — OHP — OHP _ OHP — 0 N W 4973' E 20,5� SET 5/8 IRC LB # 7903 270.00'— S 89'49"33' W BASE BEARING 22,94 23 8 2 N 89'49'33' E :ALE 1 OHP — OHP OHP — OHP -- OHP — UHP — 5 N 89'49 33 E FIND 1' IP UNREADABLE 0.3' NORTH \20,92 LOT 4 I LOT 3 BLOCK A x BLOCK A OCCUPIED 21.17 x � 1 x C N 1 x O 1 4' FARM FENCE flt x I x 21.08 — x — x — x 21.13 x I O O x o x w au (n x 4' METAL FENCE o x I x LOT 9 x LOT 10 BLOCK A BLOCK A OCCUPIED x I CIL BRITTAIN AVENUE 50 RIW IW ASPHALT 320.0' SEP 5/8 IRC LB # 7903 _ — 19,7 20.17 18.913 — x ry 20.79 c x 21.05 21710 a SET NAIL & DISK H LB # 7903 p BENCHMARK ELEV. = 21.12' 22,64 22,6,5, 22.46 i U u " 22,50 �?4� C/L ORANGE "ENUE EXTENSION- R/W VARIES ASPHALT VARIES 21,49 278.25' L 1' LINE 1�ONAL RM 19.72 Hl�� 1H 7 OHP OHP —'(Hip — 4" 278"15' 19,57/ 4' FARM 2L51 MET L LOT 2 BAN BLOCK A 21.19 275.50' 22,91 18.25 22.49 22,63 22,29 22,27 OHP 11GOP 2�HP'�f- 9' o4—OHP to ,83 P 2.3� � x — )a 21.71 20,99 1'S� x FND 5/8 IRC 1 LB # 7805 NCE x 1 m x I 1 *Dx 1 n x LOT 1 1 BLOCK A x I = 1 > D x 1 A 1 V " W x W > x 20. 9 1 C m .0.o ' x O N s x D0 = x x x I x 22.93 23.45 ,,>� 2 3. 01 12.84 17,91 18,51 PLzoHP �7 2.52�8- SET NAIL & DISK rLB # 7903 1 i x 2a.as 20.81I x 9, 5 2 . 20.�4 20.92 -x 17, 52 .44 1 LOT 11 I BLOCK A x UNDER CONSTRUCTION 20,98'� .75 36.W' M 0 4.00 iO N .`'�i 8.00, 1: 5.00' 75.73 W 0 II _ O Z¢NW I �i WTT $ "+ EnM II IliT.00ko nX�0 8.00' 0� w:2's 75.72 -6 -0r 4.00 Z_ a o 5.00 x W rn z ?7 36.00' 80.71 00 M O p O 3 v LOT 12 BLOCK A 1 x D UNDER n CONSTRUCTION u 1 cNi 4' FARM FENCE �%< sB5Jas033 17.75 2 ,5 x 0,85 S 8904 '33" W 20,80 l7 x 50. --A SW n n 20,80 x 20,68 x 20,90 <.20,72 - FND 5/8 LB # 7E 9 20 20,57 0 17,£ 20.71 20.4 20.31« 0.3 I FND 5/8 IRC / UNREADABLE 0 1 — I 2 20,419 ALEI LET NAIL &DISK # 7903 ENCHMARK EV. = 20.60' 20, 37 2040 I p ep �r N N o 0 a FND 5/8 IRC LB # 6912 0 ' 6 W IV) 'Iv O AlA -7 Q W O to D LLv� Z°�� �o _ N Z w0: O vyi aLL LU W ORANGE AVENUE / W Z O ,^ Lit W 1=i Q�XM u.;� N SITE c� .� EDWARDS RD. Z D N W j 0 Zap 'J Z a EE �Q W 3y z� _> 00 OKEE 712 WHITE CITY ROAD �`+ MJ JO_ _C^ O(n Q allN p0� AtA Co V > ti s&� z-�/ LL o Y N W �0- J z — — PRIMA VISTA BLVD. OLL Q d 00 Go dIt LOCATION MAP RECEIVED NOT TO SCALE JAN 2 5 701Q Permitting Departmcn?: St. Lucie Calm= STREET ADDRESS UNASSIGNED BRITTAIN AVE, FORT PIERCE, FL. 34986 LEGAL DESCRIPTION DORIAN SUBDIVISION (AKA DORRAN SUBDIVISION) BLOCK A, LOTS 1, 2, 3, 10, 11 AND 12 (OFFICIAL RECORD 3523, PAGE 1143; OFFICIAL RECORD 4058 PAGE 391), AS RECORDED IN PLAT BOOK 9, PAGE 22 OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH RIGHT OF WAY LINE OF BRITTAIN AVENUE, AS RECORDED IN PLAT BOOK 9, PAGE 22, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S89'49'43"W. (ASSUMED DATUM) 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0160 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 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, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 10. THE LAST DATE OF FIELD WORK WAS JANUARY 23, 2019. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. BASE BENCHMARK ST. LUCIE COUNTY "LN A" WITH AN ELEVATION OF 43.76'. 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. i Q °w= w°� G wa O N a O wxx J cowo �>w 2 W z z< Q m W Q O O o;w O U0 '1 �d'' Jp' wmmwmm O U Z u_ i z- O� C mw Z Q � z � o� > > >0w O AEI LSw rXw � mNS O ❑ 2 0 J wDo3 Z Z w Z M S w Q W D 0 O 0 `rZ¢o _ o 0 w O J wUvOaS 0o.;io Z U zawl N = QQ ¢wd> mazm FwwO V W nz�lw oz=M 'aOa 0r�w O J �ow2 J G U w0 � (� ¢¢000� DRAWN BY: CA CHECKED BYI CA DATE, OCTOBER 21, 2018 HORIZONTAL SCALE: 1'=30' ,1 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL FWSED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 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. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO.4971 USING CARLSON SURVEY 2008. / / 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT NO. 18-551 comer bars at beam (outside only) (2) comer bars at footing (min.) — vert, dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell . II II II II II U I 36" x 18" Fix. Glass L-1 1B--1-- 36" x 18" Fix. Glass L-1 0 in all comer bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail 58'-0" 14'-4" 26'-4" 17'-4" 8'-11" 5'_1" 4" if 5'-10" 8'-6" T-0" 5'-W 4" 2'-2" 12'-4" 2'-6„ 3'-1" 5'-5" 3'-1" 3'-11" (2)2x12 (2)2x12 (2)2x12 --------- I 6x6 t. I'll. L3L-3Column i p. Typ, 't25s.h. U H35 H35 Egress 1 Porch s h• s.h. 0 o o O L4 00 0 0 0 00 0 B drm. 3 9'-4" Cing. from F.F.E. 3080 Master B drm. 6o Plumb for dp 9'-4" Ceiling future Sink o Stucco Cing. 0 9'-4" Ceiling 8„ T_6" 2'_2" 1 n 2' " 8, o +44. O Y_4" 2'_4n 4'_3" 7n -47.9 3'_0n T_6" 8" ❑ L-5 35 w L 1 24h ifill 11illEll 0 0l U-111 0 L-4 I I d.w. I d. I m 2 x 4 Frame N Wall Below j tiO°J 40.5" Tall 1 - I Header at 96" O Living Room Range & O 00 v.t.Nr.9,_4" Ceiling Exh. Hood O Q] 2080 Kitchen 0 1 9'-4" Ceiling D1 0Fd Walls at 9'-4" _o 48"Tall ❑ Cing. �,---- 1'4" T-0" 10'-8" _ p 1'-10" T2" 1'-5" 2'_7" 3'-4" 2'_9" 3'-2" n 1" I 6'-8" 2680 if lip Header Header <+ tZ � M at M 9'-4" Cing. Ref. 2880 Bdrm. 2 74p' - v Dining N water line N m ❑ ❑ 9'-4" Ceiling Cln g Ceiling Lnd. 9'-4" - N Pantry u 9'4" O 0 9'-4" Q Cln g 8" td 55i'U T 4 2' ?1 Cing. Ow.y art LI O o o0 0 0 I- "a Em F±11 1EIM HE= M 01 0 0 0 0�0 El 0 25 s.h. 1 1 i (3) 25 L_5 i 25 L 1 Egress i s.h. 9'-4" Clog. s.h. N K I 6 x 6 p.t. from F.F.E. Column Stucco E I N I ------ -- ---- TYp• ---------------- 1 Clog. ---- -------------------I (2)2x12 (2)2x12 (2)2x12 11_11" 5'-5" 2'-5" 8'-3" T-4" 10'-8" 6-0" 13'-8" if 0 ro Floor Plan scale: 1/4" = 1'-0" #5rebarattap in. (I) req of#5 rebar _ quanity t bottom of lintel F=filled grout cality { noire Ir 0 'n S width I E e yl 8F16-1B/1T 75/8" #5 mbar azbortom nom ia.11 9b at t.p P of land cavity 'chuh 8`Nominal Lintel Type Designation Cast Crete Lintel Schedule Safe Load Table Notes 1. All values based on minimum 4" nominal hearing. 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 linier 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. 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. L-1 4'-6" 6113 845 2724 705 8F16-LB/lT L-2 4'-8" 4567 190 1960 159 8RF14-1B/1T L-3 T-8" 6113 1367 3079 262 8F16-1B/2T L-4 T-4" 2459 1 1095 1462 1170 8RF14-lB/1T L-5 5'-10" 4360 669 2093 554 8F16-1B/2T Min. Beam depths shown, beams may be increased without comment Add (1) #4 vert. 24"o.c. in L-3 FILE CO r ST. Lucie County,, Peri Project Data Building Data Project Name: Rojas Residence Occupancy Type: Group R Street Address: T.B.D. Construction Type: V City: Ft. Pierce Number of Stories: One County: St. Lucie Project Area: 2318 s.£ State: Florida Scope of Work Building Code 0 New One level CBS 2017 Florida Building Code: Residential Single Family residence 20k4 National Electrical Code: NFPA 70 Well Pump Design Loads Roof Live Load 20.0 p.s.f. Area Tabulation Wind Speed: 160 MPH Living: 1855 - Wind Importance Factor: 1.0 Building Category: II Porch: 319 Tankless Wind Exposure: B Entry: 147 water Internal Pressure Coefficient: .18 ] heater Structure Designed: Enclosed Total: 2321 Soil bearing capacity: 2000 p.s.f. N Total Cubic Volume: 17,437 c1 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index 10 Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 36" x 18" Ceiling Finishes: Not greater than 200 Fix. Glass L l 5V Crimp Metal roofing panels over 30# Felt underlayment on 19/32" Pre Engineered Wood c.d.x. plywood fastened as Roof Trusses 24"o.c. per nailing schedule Shop Drawings by 2 x 4 p.t. continuous h Oters fasten to c.b.s. with See Connector 10d cased hard nails 3080 Icynene Schedule 12"o.c. Spray Foam Galy. Drip Edge Insulation per �- 12 Energy Code 6 over 1 x 2 p.t. h v T.O.B. 2 x 8 R.S. 9'-4"- - - — Pine Fascia n It II �p tl 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 ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S 0 Cn 1/2"d.w.J 1 x 4 p.t.-/ I Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Groat each Course 1 x 2 p.t. furring strips 24"o.c. with RA Foil insulation 1/2" d.w- #5 Vert. rebar in grout filled cell See Floor Plan N for Locations 4" 3000# Fibermix conc. on .006 Visquine on Clean, Compacted, Termite Treated Fill ---\ 0.00'* T T T 0= W 0 O n Q z � N .. C) W m J Y �Z i m N o I COX,: o Ld 'Zmw In�02m az \(jWW 00 Qa J.W., Wtn0 fl�pavV) Stucco Soffit over High Ribbed Wire O Lath Fastened to Trusses, Provide (1) 2'-0" Layer of #15 Felt on O Trusses under Lath 8x16x8 U Q /- CMU Typ. Z w W ,?� Q � � vs F" U Stucco Finish over W `Concrete Block. O E- SCANNED By �D St. Lucie County U #5 Vert. Rebar with I� 10" Hook and 30" 111 Lap. Tie to Vert. Rebar In Cells F — F.F.E.—� Grade F-1 18" x 16" 30009 Cont. Conc. Mono. Footing with 1'-6" (2) #5 rebars conc. Typical Wall Section drawn s.l. checked S1. date 9/26/I8 scale as noted job number Isom sheet A-1 9 0 I 0 a P. M 0 _ ti Grade— • 18" x 16" 3000# Cont. 18" x 16" 3000# Cont. Conc. Mono. Footing with Cone. Mono. Footing with (2) #5 rebars cont. (2) #5 rebars cont. 1 _61 �_6�� F-1 F-2 58'-0" r� Shower 8" Curb r r n continuous FORMWORK & SHORING 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 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 a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95 /o compaction. r-t-3 If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be madecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. 14'-4" 26.4" 1T-4" T-0" 3'-10" 3'-2" 4' 3'-3" 5'-2" T-11" 6'-1" 2'-l" 3'-8" 3'-2" 4" 3'-8" 4'-8" 4'_8" 4'-0" F-1 --F_1 — — — — I FA IF-] o I I o0 0 o F1 © o0 F1 L 10 ------------------ r---- ------ ---, —I j F-21 I F-2 Q o f I o I I Fn I i I � F-1 j j 0 O f2 l F-2 E.—— O I I ---� i F-1 I E I 0.0 Assumed F.F.E. I p I 6'-1" I 8" 4" 3000# Fibermix Concrete 0 I I Visquine on Clean, on .006 I _ Compacted, Termite f — - - - — _ J I I Treated Fill I I I o I4' I F3I I � I I I I I o F-I L-------� I i I i p o I I I I 0------------ F-1 I F-2 I I I p p I I I I p I IF-2 F 2I L----------�----J —� * L---------------------------- ------J o F-1 O � E1 ph _ IN FF-2 � o 0 F 1 o IF ,I a i 2„ L- - - - - -- - - - - - - - - - - - - - ----J F-i F-1 T-0" 10'-8" 5'-4" 4'-1" 3'-10" 4'_9" 7-0" 6'-l1" 4'-2" T-11" 4" 6'_0„ 18'-0" 19'-8" 14'_4" 37-8" Foundation & FootingPlan Ian scale: 1/4" =1'-0" 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 per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. 0 cr 4" 2500# Conc. Pad i� 0 i; n d i, 0 4" 2500# Conc. Pad V M GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. 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, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizontally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar 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. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a tninimum 1/8" per foot for drainage 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. 2" v.t.r. f Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waier lines Plumbing Riser Diagram n.t.s. ptic em U O0 � M O W U Z L7 0., to W r h� •� H > - UU Z U W U n�° I —I � � W O N CC$ » r•—y CIA xa �00 r W UC 0 30 M C) U W Q U Cn Cz 0 ° w H U drawn s.l. checked S.I. date 9129/Is scale as noted job number 18066 sheet A-2 +44. -47.9 +46. -50.0 ❑ ❑ Right Elevation scale: 1/4" = 1'-0" C +46. +46. -50.0 -50.0 Left Elevation scale: 1/4" = 1'-0" _ _T.O.B._ * 9'-4" Window Head 8 -0" Shutt Front Elevation scale: 1/4" = 1'-0" _ _ FFE 0.00' ❑ ❑ +44. +44. -47.9 -47.9 +44. -47.9 +44. 47.9 +44 . -47.9 +44. -4T9 Rear Elevation scale: 114" = 1'-0" Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type hhd Attachment Method Building Design Pressures Product Rated Design Pressures A. EXTERIOR DOORS Swinging (Entry) FL#: 17184.17 Plastpro Fiberglass Impact Head & Sill: 6" from corners. Jambs: 6" from corners and 14"o.c. max. Use 1/4" dia. Tapcons with 1 1/4" embedment in concrete +44.0 -47.9 +50.0 -55.0 Swinging (Laundry and Master Bedroom) Swinging (French) FL#: 17184.2 Plastpro Fiberglass Impact Head: 4" from corners & 5" & 9" from center. Jambs: 4" from corners and 18.5"o.c. max. Use 1/4" dia. Tapcons with 1 1/4" embedment in concrete +44.0 -47.9 +50.0 -55.0 B. WINDOWS PGT Singlehung FL#: 239.7 5500 Impact Head & Sill: 6" from comers and 15"o.c. Jambs: 6" from comers and 14" o.c. Max. 4" from meeting rail. Use 3/16" Tapcon with 1 1/4" embed. into concrete +38.7 -50.0 +50 / -50 Fixed FL#: 243.10 PGT 5540 Impact Head & Sill: 6" from corners and 8"o.c. Jambs: 6" from corners and 8" o.c. Use 3/16" Tapcon with 1 3/4" embeded into concrete +40.5 -54.0 +/- 70.0 Mullion FL#: 261.1 PGT Tube Impact Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 3/36' Tapcons with 1 3/4" min. embedment. +40.5 -54.0 +80.0 -80.0 D. ROOFING PRODUCTS 5 V Crimp Roofing FL#: 17443.1 JA Ta for Y TAMKO 5 V Crim p #9-15 or #10-14 x 2" Long wood screw with washer at each Rib 16"o.c. -57.5 -69.25 Underla ment y FL#: 12328.7 Asphalt Saturated Organtic Felt Per 1507.1.1. Wind Zones - Walls Wind 7nnp - Rnnf Alan H 00 /1. M 0 W z r .� a 00 �� . � F, -< ai z U U E O Q W O N U o w Q � � U w � v H r� U drawn s.l. checked s.1. date 9/28/18 scale as noted job number 18666 sheet 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 I" 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 (Fe') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.1. 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 hurricane 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 t 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/freight, and all other cost related to the completion of this project., unless explicitly 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 omrnissions 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 rn and omissions 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. I 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) #2 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 II) 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 conditions by a Florida 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 manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgrs. 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. Length: 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. 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 I 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. 2 x 4 bottom cord hracin¢ Bottom Cord Lateral Cord Lateral Bracing 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 o a 8� 4p, w, oa O b'q d d �•a oo d 0on a ' 4 A .n d c stucco finish perimeter caulk Attach p.t. bucks J with 8d coil nails at 12"o.c. Typ. Alum. window - jamb or sliding glass door jamb CBS Min. 1 1/4" embedment a . at windows and min. 1 1/2" embedment at a ° d sl. gl. doors e d �� Ilpy/ - d i-1/2" drywall 1/4" max. struct. shim caulk attach as per manufacturers product approvals NOTE: Method of attachment and nable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with DryLock Waterproofing after they have been installed and Chaulked DESIGNED TO MEET THE REQUIREMENTS OF FBCR 2014 703.8 (FMA-AAMM 200) "FLASHING" Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Connector Schedule Truss Bearing Truss Connector Qnty' Connector Fasteners Point Uplift ID Uplift TOl 2 1586 HETA16 1 1810 (10) 1Od x 1 1/2" 9 2 Ply T16 1 817 HETA16 1. 1810 (10) lOdx 1 1!2" 8 2Ply T12 1 910 MTS18 1 1000 (14) 1Od x 1 1/2" 1 Ply 5 1918 MTS18 2 2000 (14) 10d x 1 1/2" per strap All other trusses ALL <1000 MTS18 1 1000 {14) 1Odx 1 1/2" to Frame All other trusses ALL <1810 HETA16 1 1810 (10) 1Odx 1 1/2" to CBS Valley Supporting Framing (4) 10d <250# VTCR 1 370# Valley (3) 10d x 1 1/2" Trusses Truss Connector Schedule Developed from the Truss Placement Plan and Engineering from Builders First Source Job Number 1159591 Dated 8/15/17 (2)th NI Od x1 TS 8w1 /2" per strap -\ 9'-4" -J�- - — - !V 8'-4" -0- - - - — Top of Column 4'-0" Rear Porch 5-0" Front (2) 2 x 12 beam fasten plys together with 16d 6 o.c. Provide one layer of 15# felt between CBS and wood beam / (1) LGUM210-2-SDS J// (Concealed Flange)) with (8) 3/8" x 4 6 x 6 PT Titen HD to CBS & Column (8)1/4" x 2 1/2" SDS screws to wood GRADE ABU66 BASE ANCHOR WITH 518" DIA. WEDGE BOLT (6" ENBEDMENT) AND (12) 16dNAILS F.F.E. See Footing Details Porch & Entry Detail Connector Notes: Do not substitute connectors U Do not sheath trusses before all straps are in place F—s:�i 00 Attach valley trusses and piggy back trusses, if present, M to main trusses per truss manufacturer drawing. �l Lai; Truss to truss connection by truss company, installed Q W per manufacturers spec's. t-t Z Q Lateral forces perpendicular and parallel to wall has been `•J O p' 'n considered (less than 300 p.l.f.) w Contractor to approve temporary bracing to prevent toppling tj A Q00 of trusses, see HIB-9. Other specs, if different from above, have priority. H A.T.R. = All Treaded Rod F Drill and Epoxy Set all A.T.R. Z (u Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Tel Q F O 2 W A" C7 d N �t v1 Wrap Wood Beam with one layer of House Wrap and Paper Backed Wire Lath and Two Coat Stucco Top of Beam * 9'-4" Exterior Wall r—s > �d U O CJ Z 00 �. ct M 1 �1 C� u., CIO O U W Q � � � p U drawn a. 1. checked a.l. date 9129/18 scale as noted job number 18066 sheet A-4 Electrical Load Calculations "-'5 Living S.F. at 3 VA 5565 watts Li ht Two 20 Amp Appliance Ckts. 3000 watts g One Laundry Cir. @ 1500 watts 1500 watts One Range 8000 watts One Dishwasher & One Disposal @ 1500 watts each 3000 watts One Microwave 20 watts 2000 watts One Water Heaterr @ 4.5.5 kw 4500 watts One Dryer @ 5 kw 5000 watts Two Ref. @ 1500 watts 3000 watts Four Baths @ 1500 watts each 6000 watts Septic System 2500 watts hrigation Pump 2500 watts Total 46,565 watts Disc. First 10 KVA at 100% 10,000 watts Remainder at 40% 14,626 watts Total 24,626 watts One AC Heat at 100% 10.000 watts Total 34,626 watts 34,626 W / 240 V = 144.28 Amps Use 200A 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 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. All conductors to be copper; all insulation to be THEN. Conduit as follows: PVC: below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipment and disconnects, Typical. (3) #2/0 (THW) copper and (1) 441 (THW) copper in 2" galy, conduit Panel: 200 A.M.C.B. 1200 Amp 1.6, 3W 40 Circuit Panel 120/240 Volt disc. 5/8" dia. x 10'-0" long ground rod 3/4" copper water pipe Wall 0 (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if overhead service) (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2' galy. conduit F.P.L. service (if underground service) tie ground wire to footing rebars Electrical Riser Ma rg = Septic System Hook Up Flood I Light to all flood lights Bdrm.3 I I E t1 I t Bdrm.2 Electrical Plan scale: 1/4" = V-0" Parch - w�. gt - -�'7 '*' I II Living Room I \ =0 I Ir I I I i AHU I I n attic I I I I I i I Disc. I pc in AJ I attic I ® III \ \ l —®-4ri - + � nv Dining / Master Bdrm. t , I r \i / t r \ t \ 3W -------_ ® I I \ ® I I pc in —j \ \ attic �c 3W 3W ` i % - --� F- --� \ � g Lnd. ELECTRICAL LEDGEND ' RECESSED LIGHT WITH LENS p EXTERIOR & WET LOCATIONS -©- SURFACE MOUNTED LIGHT FIXTURE F--1i --i SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE eso.e.a UNDER CABINET FLUORESCENT FIXTURE �L�/J RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN (MILING FAN EXHAUST FAN OUTLET DOOR CHIMES U THERMOSTAT SMOKE & CARBON MONOXIDE DETECTOR $ DUPLEX OUTLET - SWITCHED -{+ TELEVISION ]DUPLEX OUTLET me .20 V OUTLET 'Q TELEPHONE -W SWITCH 0` PUSHBUTTON -W 'THREE WAY SWITCH .{� DIMIVdER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 Al" BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT OFCI MUST BE AFCL TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS 3" duct to soffit a Flood Light , Well Pump Tankless Water Heater Disc. �— — 3" duct to soffit E.P.1 I I u Meter Flood Light H � ^ M O U z C7 GLO lei � W i •� �, H > - Z U U U Qom° C/1 W N o „ , N VL W CZr F� tr � U 0 00 0 O �. Ct 00 M e~ ° w U U � z • w W �y � C/1 U Q In E"I U drawn s.l. check d s.t date 9/28/18 scale as noted job number 18066 sheet A-5 FIEETOPY corner bars at beam (outside only) (2) comer bars at footing (min.) — Vert, dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell N 0 rn 36" x 18" Fix. Glass L-1 1SJ1 36" x 18" Fix. Glass L-1 all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail 58'-0" 14'•4" = 26'4" 17'-4" 8'-l1" 5'-1" 4" 5'-10" 8'-6" 7'-0" 5'-01, 4" 2'-2" 1214" 2'-6" 3'-1" 5'-5" 3'-1" 3'-I1" (2)2x12 (2)2x12 2)2x 12 x i 6x6p. x L-3 L-3 25 s.h. L 1 N Col `r i H35 H35 Egress I Porch I s.h. s.h. o1, 'Ell El oa a d L- - 4 0 o 0El Bdrm. 3 so Plumb for 9,-4„ Cing from F.F.E. 3080 Master Bdrm. = 9'-4" Ceiling �o future Sittl�o Stucco Cing, 0 9'-4" Ceiling 8" T-6„" 2'- 1A" 8n ;; O U 50 c +44. (] 3'-4" 2'-4" 4'-3" 7" -47.9 3'-0" 2'-6" 8" L5 35 00� s.h. w L-1 s.h. �R o n o L� 00 77f�.j7 ��o1 Fe Wall l 40.5" Tl w xt6*0 JHeader- Room (M —, OLiving i5angeli —e�-- n 9'-4" Ceiling Exh. HoodO ' J 000 6 2080 CI Kitchen 00 ; ---1i9'4" ro Ceiling Wsat 9-4„ b ®BeI Tall48al ❑ 9. 2,_ 3�_2_5„ „ 3,4„ 3,_2„ 1„ 268 TT Header Q� 0 Clr. B l.•1.111 4 ' _ tV Vesta00 line 00 9' 4" Ceiling Dining g Cing. 9'-4" Ceiling Lnd. 0 - I611gJ Pantry o 5 - 00 IZ v O oo O „ N ° 9,_4„ `a Cln 1 G 9 q_4' g• 8,t 10,_8n 2, O„ L-4 (fA/ln;/ /L (] O U N , cVsTv�1 Y'1 .-7-1 ■ w. — �a' Vr^ El C•7 L7 O O [7 O D !B o 25 s.h. Egress L-1 ; (3) 25 s.h. L_5 ; 25 L 1 i 9'-4" Cing. ; s .h. x ; 6 x 6 p.t. from F.F.E. N i CoiTy YP• E. Stucco I4- -------------- Cing. I -1-1 ------------------- (2)2x12 (2)2x12 (2)2x12 1'-11" 5'-5" 2'-5" 8'-3" 71 4" 10'-8" 6-0" 13'-8" 18'-0" 19'-8" 9'-2" 4'-10" 4" 3'-0" 3'-0" 14'•4" 6'-0" 37'-8" 0 Floor Plan scale: 1/4" = F-0" quaoiry or#5 mbar at bottom of lintel cavity pommel r=fdaagout widN— I 8F16-1B/1T 7 5/8" #5 abarat bottom nomh,ali 9ttawty 95 i .£lintel cavity heieth rebar et top Lintel Type Designation Cast Crete Lintel Schedule 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 tinier 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. 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. L-1 4'-6" 6113 845 2724 705 8F16-113/11 L-2 4'-8" 4567 190 1960 159 8RF14-1B/1T L-3 3'-8" 6113 1367 3079 262 8F16-1B/2T L-4 T-4" 2459 1095 1462 1170 8RF14-1B/1T L-5 5'-10" 4360 1 669 1 2093 554 1 8F16-lB/2T Min. Beam depths shown, beams may be increased without comment Add (1) #4 vert. 24"o.c. in L-3 Well Pump Tankless Water ] Heater 36" x 18" Fix. Glass Installation Notes t 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 ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S M N Project Data Project Name: Rojas Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load: 20.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: H Wind Exposure: B Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Buildine Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 2318 s.f. Building Code 2017 Florida Building Code: Residential 2011 National Electrical Code: NFPA 70 Area Tabulation Living: 1855 Porch: 319 Entry: 147 Total: 2321 Total Cubic Volume: 17,437 c.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 5V Crimp Metal roofing panels over 30# Felt underlayment on 19/32" cAx. plywood fastened as per nailing schedule Icynene Spray Foam Insulation per Energy Code 91-41t _ T.O_B_ - 1/2" d.w 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 p.t. furring strips 24"o.c. -, with RA Foil insulation I!211 d.w- #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 —� r.i tries F-1 • Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector /- Schedule 12 ]6 2'-0" 8x16x8 CMU Typ. 2 x 4 p.t. continuous fasten to c.b.s. with 10d cased hard nails 12"o.c. Galy. 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 Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells F.F.E. Grade 18" x 16" 3000# Cont. Cone. Mono. Footing with (2) #5 rebars cont. Typical Wall Section 00 ^ M a C) w z w . r..i W A 00 �..1 > z v U O A w t7 �r V1 O W � U o z �. Q v, c�3 F'' U Cd a Cd o >Cn U date I revision drawn s.l. checked S.I. date 9f2efts scale m noted Job number 180" sheet A-1 ay :io County C hcM F46E9 COPY 0 an comer bars at beam (outside only) (2) comer bars at footing (min.) — Well Pump Tankless Water r Heater L 36" x 18" Fix. Glass L-1 i` L-2 vert. dowel lapped with " wall reinforcing, all all corner bars to be the laps 25" (min.) in grout same size, number, and filled cell II spacing as horizontial bars in footing, beams, and walls �I Corner Reinforcing Detail 0 0 58'-0" 1 T-4" 26'-4" 14'-4" 2'-6,1 1.21.411 2'-2,1 4n it 51.0,1 7'_0„ 8'-6" 5'-10" 4" 5'-1" 8'-111, if 3'_l1,l 31.1,1 51-5n 31-1n it (2)2x12 (2)2x12 (2)2x12 L-3 L-3 = I 1 —7 6x6p.t. 1 i H35 H35 N iA mn K i �- L-1 25 s.h. s.h. s.h. 1 Porch I Egress 00 0 0 0 00 o 0 0 o o 3080 Master B drm. 9'4" Clog. from F.F.E. drm. 3 .E. Plumb for �O 9'-4" Ceiling o Stucco Clog. o future Sink bQ 9'-4" Ceiling _ ]+47.9 I 3-0,1 741.3,1 2,-4„T-4" 4 r1 U O 2,2.2 7-682 8,18„T-6n o 0 0 0 o o o I1 d.w. 1 d I - I I a o Ei 2 x 4 Frame v N I Wall Below Header I 40.5" Tall 2 at 96"Tn ® d Living Room----, �Q�Q o Range & 1 VA.Ld Exh.Hood i 9'-4" CeilingO I 1 1 -I 1Q' 1 Q 20801' Kitchen o I a d 1 e, iv'g 1 4Q Itn m a.. �Q ;N � ° PIA-N I �, I I I i 9'-4" Ceiling i0 d. 0 148" r---'Ir3'- In ; S 1-7 ------ walls at Tau I N a I _ `�O9 -4 Clog. 61-1,r, 3'-2" 2'-9" T-7" 4'-5" T-4" v 1018,1 6-8n 1 T-O" V-4" 2680 • Header 91.4,1 at 96" Cing. 2580 water line — — CC N Ref. Bdrm.2 Dining 1 Lnd. Ceiling Clog. Q 9'-4" Ceiling 9'-4" hQ4 0 o Pantry 9P_4" fJ o; O O 7 Clog. L 4 8" Clog. 2] 0" 1 O1.8,1 8,1 w, o n v ■10 _ .. ❑❑ . ❑ . Q � . . . ❑ ❑ ❑ . - ❑ ❑❑ . ❑ . .. ❑ ❑❑ . ❑ L_t 25 s.h. 1 1 1, 5 (3) 25 s.h. 1 1 L_1 25 s.h, Egress i 9'-4" Clog. N from F.F.E. x 6 p.t. ; K StuccoE Column i N Clog. -------------------f F---- TYP• ------------ --- ---- -- ------ 1 (2)2x12 (2)2x12 (2)2x12 8'-3" T-5" 5'-5" 1'-111, 101-81, T-4" 6-0" 31.On 3'-0" 14" 4'-10" 9'-2n 191.8,1 181-01, 37-8" 6'-0" 14'-4" Floor Plan scale: 1/4" = 1'4' 22 1/2" Ian min. #5 rebar at top (1)req'd. a quanity of#5 robot t bottom of lintel H F=filled 'mut ti $ z wgatn� loav,ty C.M. pm°` 8F16-1B/1T reinforced T Casuctch l,ntol o barazbottom qof#5 minalivanity rob ar at top J of lintel cavity heigth 8"Nominal Lintel Type Designation Cast Crete Lintel Schedule 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 linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACT 318 and ACI 530. All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFT LOAD .APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 6113 845 2724 705 8F16-1B/1T L-2 4'-8" 4567 190 1960 159 8RF14-13/1T L-3 3'-8" 6113 1367 3079 262 8F16-13/2T L-4 7-4" 2459 1095 1462 1170 8RF14-1B/1T L-5 1 S-10" 1 4360 1 669 1 2093 554 8F16-1B/2T Min. Beam depths shown, beams may be increased without comment Add (1) #4 vert. 24"o.c. in L-3 0 —+- HB IT Tn 36" x 18" Fix. Glass L-1 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 ]aid 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 ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S 0 �n Project Data Project Name: Rojas Residence Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New One level CBS Single Family residence Design Loads Roof Live Load, 20.0 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. Building Data Occupancy Type: Group R ( j Construction Type: V00 H Number of Stories: One Project Area: 2318 s.f. `r uo w Building Codeuri z 2017 Florida Building Code: Residential 2011 National Electrical Code: NFPA 70 W w a �D N Area Tabulation U > r Living: 1855 CZ o Porch: 319 U Q Entry: 147 Total:2321 °y W C7 N Total Cubic Volume: 17,437 c.f. Climatic & GeoLyravhic DesiLyn 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 5V Crimp Metal roofing panels over 30# Felt underlayment on 19/32" c.d.x. plywood fastened as per nailing schedule Icynene Spray Foam Insulation per Energy Code - 9' 4" -- T.O.-B. —_ 1/2" d.w.J 1 x 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 p.t. furring strips 24"o.c. with RA Foil insulation 1/2" d.w- #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 0.00' -40-- F.F.E. 1 �r 1 Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector F Schedule 12 �6 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDs & well # Date: P,( /I Reviewdr: 1 2 x 4 p.t. continuous fasten to c.b.s. with 1 Od cased hard nails L- O.C. Galv. Drip Edge over 1 x 2 p.t. 2x8R.S. Pine Fascia Stucco Soffit over �y High Ribbed Wire O Lath Fastened to Trusses, Provide ('1) C 2' 0" Layer of #15 Felt on W -d Trusses under Lath o 8x16x8 /- CMU Typ. z v, E" U cC � Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Tii ---F.F.E._ Grade It F-1 �1 I I 18" x 16" 3000# Cont. Cones Mono. Footing with 11 6n (2) #5 rebars cont. Typical Wall Section drawn s.l. checked at. date 9/28/18 scale as noted job number 18066 /sheet 1 L—] — 1 �OgNN�® By St tUcie Cogn ty 001 CJ02 CJ03 EJ01 EJ01 EJ01 EJ01 EJ01 00 O EJ01 o O O M EJ01 lwzt EJ01 EJ01 EJ01 EJ01 EJ01. CJ03 CJ02 001 O 0 LO 7 00-00 • h u 0 0 0 AIE T16 T15 13 7-00-00 \� T12 n 7/0 ao \ o 0 0 0 CJ02 ' Oo o CJ CJO 00 0 0 0 U U U � 7-1 �t \ LO U U U CJOl Hatch Legend �o�L N N N N N N N (V N N N y O O O CD O O O O O O O O O �� 4�� U U W W W W W W W W W U U 14-04-00 6-00-00 3 -08-00 14-00-00 24-04-00 19-08-00 611:19111a111, CJ01 CJ02 CJ03 EJ01 EJ01 EJ01 EJ01 EJ01 EJ01 0 0 O � EJ01 O O o co LO EJ01 EJ01 EJ01 EJ01 EJ01 CJ03 CJ02 001 FtLENCOPY 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 THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. Jacksonville PHONE:904-772-6100 FAX:904-772-1973 O 0 Tampa Op PHONE: 813-621-9831 FAX: 813-628-8956 i Lf') Freeport PHONE:850-835-4541 FAX:850-835-4532 BUILDER: Tre fe In e r Co s truc tion LEGAL ADDRESS: BY St. Lucie C4Uflt' Orange Ave MODEL: I Revision Rojas Res. Rev. By: e erence DATE: Drawn By: 8/15/17 1 CJ 1 1159591 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4 WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 "� .,�`fi. V � 1557723 Ij K o6 -0 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 LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT 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 REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY © WATER METER & AND ® AT FNDS 3X3 CM NO ID A DELTA 0 _ — UTILITY POLE \ FND 3X3 CM NO ID SITE PLAN LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 23.42 w 8 2 2.6 3 �---- X ORIGNAL LOT UNE 19,49� 18'ADID171ONAL RAN 270.00' Tr DIP _ OHP —LP — OHP — OHP — OHP — OHP — OHP 2 D' N 89'4933' E 20,58 / SET LB Le117lN9 22,94 N 89"4933' E �RIGI OHP — OHP — OHP — OHP -- OHP — OHP — OHP \FND 1' IP N 89-49 33- E 2 UNREADABLE 0.3' NORTH '20,92 75.75' LOT 4 LOT 3 BLOCK A x BLOCK A OCCUPIED I 21,17 x N I x I� x O I 4' FARM FENCE a m x 21,08 — x — x — x 21,13 a x � o O x o x oT !A x 4' METAL FENCE o � x x LOT 9 x LOT 10 BLOCK A BLOCK A OCCUPIED x 155.42' 270.00• — — — — S 88'4933IN BASE BEARING BRIT UXE 50 RAN 16' ASPHALT 320.0' SET 78 IRC LB 7903 - - 1917 20.17 18,91 — 20,79FX g zl.05 21,10 a SET NAIL & DISK LB # 7903 p BENCHMARK ELEV. = 21.12' St cie cc).F Date APPfoved 275.50' 22,64 22,65 2 2.4 6 22.50 224C� CI-LO ENUEEXTE-NSfON- RIW VARIES ASPHALT VARIES 22.93 23.45 22,91 23,01 21,49 18,25 22,49 22,63 8 2.84 17,91 UNE 278.25• 22,29 22,27 .88 18,51 15-ADDMONAL RNV 19,72 OIP — OHP OHP — HP 1-2 'I Q 19.34 17.83 OHP 0 � 9NN-� OHP — OHP — OHP — OHP — 046 2.31 P — [HP P OHP _ S 5 L20NP 278.15' 19,57 20,99 2.52 1,53 x — 21, 1 SET 5/8 IRC I LB �1 7903 x SET NAIL & DISK 4' FARM F ENCE LB # 7903 I x I m x i Dx I I n x G LOT 2 LOT 1 BLOCK A a BLOCK A x 21.19 I + I 2 a D + 1 D a x A V - Q x o 0 x20.9 I O A x -tea x I L I I x I 20.85 80.77' 20181I x 9, 5 2 .79 20,34 11 A 17, 5 22,0'VR - 20.44 N CARPORTD cu FFE 23.0 DRIVE xBLOCK LOT 11 A 22'020.98 > � I 36.00' PROPOSED 20,75 I DRAINAGE PIPE 20,68 u- Z d' W n aD' 8.00' N a 5. 75.73' rm wV) II 8 00 0w X W .' a � 1 C 0d &mom � _ 800 d o $ °°' V v PROPOSED I V) g a ENTRY m ;a m v 3■.00• 80.71' w Q1 Fn 0 PROPOSED t1T r O O TANK—� a 3 0 I PROPOSED SEPTIC o x AREA I I C G 48.00' LOT 12 m I > BLOCK A x 20,85 S �fL sw — x 20,68 20,80 x 20.90 NOTE: PUBLIC WATER IS PROVIDED. x FND 5/8 IRC / 4' FARM FENCE UNREADABLE x ° I SET A5 8 IRS I 17.75 2 ,52 1'4 '33- W 20,8003 7 X 20.49 5p 9 20,5 20.57 $ 17.83 SET NAIL & DISK LB # 7903 BENCHMARK ELEV. = 20.60' 20.71 20.4 20137 20.31n 0,32 I - - - _ nn A A 20140 FND 5/8 LB# 71 I I I 13 01 N NIca a IW FND 5/8 IRC LB # 6912 y v- 41 0 ■ M Z a c w rnn CC� G W -j LL V m M y Z am � Z N W� O O Lu W CL L W w / N Ali � m m F :) N N O CollW aF LL Q Z _' Oz� JOB ao o �- O (n Q = W N ZUJW G zN ti LL 0 D -1a Y W N LL.Z a GIL qq LOCATION MAP NOT TO SCALE STREET ADDRESS UNASSIGNED BRITTAIN AVE, FORT PIERCE, FL. 34986 z w Q f w F— U 0 E— � LEGAL DESCRIPTION W `' w DORIAN SUBDIVISION (AKA DOIRAN SUBDIVISION) BLOCK A, LOTS 1, 2, 3, 10, 11 AND 12 (OFFICIAL RECORD 3523, PAGE 1143; OFFICIAL RECORD 4058 PAGE 391), AS RECORDED IN w a w PLAT BOOK 9, PAGE 22 OF PUBLIC RECORDS OF ST. LUCIE A R - � COUNTY, FLORIDA. A ca Q Ta A D_ w Q Q u Q U 2 U Q U PA � m m m GENERAL NOTES DO C) � co w C A 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH CD 0 0 0 RIGHT OF WAY LINE OF BRITTAIN AVENUE, AS RECORDED IN PLAT BOOK 9, PAGE 22, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S89'49'43"W. (ASSUMED DATUM) 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY 1i aao IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, �, O �T COMMUNITY PANEL NO. 12111C 0160 J, EFFECTIVE DATE Q LL Zam FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE t 0a DETERMINED BY AN ELEVATION CERTIFICATE. C) Dy ow°r; Zul W3� 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE 2 V Lu BEEN LOCATED AND SHOWN HEREON. 2 2 O Z NNN 0LL= 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND i m, co � a O z Zozo > FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. ti J °'w ! new; 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT Iq- co O 1' W " o =�S" BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. oa W V V o Z <5zg 21 W, ti ri < oZ¢s 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS O W J J Q N = woo; OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, >' V W t; 2 a Kozo OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT ,: W h ti a acc°� DEEDS. ~ a o Z o °°NI o°'w Z J D @ ¢wa> "'w 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE 0 zwwo W' SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED 0 ND~w� SURVEYOR & MAPPER. W =UAW U Z F- go5m wz 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY SCANNED j z OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED BYoW= J Nw WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. at- LUcieCountg� °Ouo /A V/ <<O¢ ¢¢00 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. DRAWN BY; CA 10. THE LAST DATE OF FIELD WORK WAS OCTOBER 19, 2018. CHECKED BY; CA 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. BASE BENCHMARK DATE; OCTOBER 21, 2018 ST. LUCIE COUNTY "LN A" WITH AN ELEVATION OF 43.76'. HORIZONTAL SCALE; 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 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. kCH-ARILEESS ARNOLD PROFESSIONAL SURVEYOR & MAPPER 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO.4971 USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 18-551 F u 01 30'60 '1 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 LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT 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 REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY ® WATER METER & AND @ AT ENDS 3X3 CM / NO ID A DELTA `/ 0 UTILITY POLE \ FND 3X3 CM NO ID RECORD SURVEY LOCATED IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA 2.2 „ GUARD RAIL -------22 94 22.64 22 6_ �, _--x 22.46 ORIGNAL LOT LINE x 19.49 15' ADDITIONAL RAN 270.00' OHP _ OHP - 0 - OIP _ OHP - OHP - OHP _ OHP - OHP N 89"49'33" E 7D SET 5/8 IRC LB # 7903 4' FARM FENCE - LOT 4 BLOCK A OCCUPIED m Er _ N 89"4933" E - OHP - OHP - OHP - OHP - OHP OHP FND 1" IP N 8904 33" E UNREADABLE ,V' NORTH x 21,17 20,62 21.08 -x -x-x- x21.13 29.94' 0 0 LOT 3 BLOCK A 6' WOOD FENCE V 0 H x 21.51 LOT 9 20.34 LOT 10 BLOCK A BLOCK A OCCUPIED 155.42 20.30 20.26 6' WOOD FENCE - - - SET 5/8 IRC LB # 7903 275.50' 270.00' S 89'49"33" W BASE BEARING 18.91 CIL BRITTAIN-AENUE- 50 RIW 16' ASPHALT 320.0' x 121.05 p ' SET NAIL & DISK u LB If 7903 p BENCHMARK ELEV. = 21.12' x '146 CfL-O E*UE-fXTEiNSt01- R/W VARIES ASPHALT VARIES 22.91 ao 22.49 2i 278.25' 21.49 22.29 22.27 18.25 2 8 LINE _ 19, 15'ADDITIONAL R/W 19.72 `1' 19.34 17.83 - OHP - oHP OHP - oHP 19 OHP 21 PIP oHP - oHP oHP - o - oH}8, o P 278.15' 1x -x-5k 21.71 21.53 FND 5/B IRC x LB # 7805 4' FARM FENCE x I T II x II x I x LOT 2 LOT 1 x x 21.19 BLOCK A I BLOCK A A x a x W I h x20.9 x C I N x � I °I x S x 22.93 )t 23.01 84 /17.91 18.51 OHP � i2 SET NAIL & DISK LB # 7903 1 x 21.52 L20.61 20.81x 17�l .85 20.341 x 20.85 x LOT 11 22.63 x 22.80 21.26 20 44 0. 9 BLOCK A x OCCUPIED CARPORT MILLINGS- 22.54 I 7 GAS TANK 38.00' 4.ao &00' Da U U M Z U N >- U) a N xOil W w Lu s.00 4.00 a 36 00' A C F222:5 AREA 5s.8s' 20.9 2 ' 20.48 � 17,17 I 0 75.73 I r I Q x I 75.72 -0 v x A m I w T 80.71 H r 00 o 0 0 LOT 12 BLOCK A x OCCUPIED I D m m x O tNa 4' FARM FENCE\I I FND / IRC UNREADABLE BLE x 0 6' WOOD FENCE SET 5 8 IRC LB 7903 2052 S 8904933" W 17.75 2 .8tl 2 .71 x 5O 20.49 -GA SWAT= � }8.68 x 20.68 20.80 x 20,90 FND 5/8 IRC LB # 7805 19.59 20.52 u 17,83 SET NAIL & DISK LB # 7903 BENCHMARK ELEV. = 20.60' 20,37 20.41 I I3 a� �I N w � N p O 01 FND 5/8 IRC LB # 6912 SI TE 7 7 i L ZQ \ 7%. 0 v2 ED C rrt1-, b LOCATION MAP I (Do M NOT TO SCALE p N rt `a �G rt rn STREET ADDRESS 255 BRIDLEWOOD WAY, FORT PIERCE, FL. 3 rt LEGAL DESCRIPTION DORIAN SUBDIVISION (AKA DORRAN SUBDIVISION) BLOCK A, LOTS 1, 2, 3, 10, 11 AND 12 (OFFICIAL RECORD 3523, PAGE 1143; OFFICIAL RECORD 4058 PAGE 391), AS RECORDED IN PLAT BOOK 9, PAGE 22 OF PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. T Ln ■ V 0 M 0 V W a M o w O n� G C W LL /j on) V Z 01 =2V C N Wo �.woZ Ill 0 N LLI a I.- L L W > � 'm OTC � CD Ln a y D j 0 N w LL cl)J Z oo z = > Q V o0 J0� _ 0 ON QQ W N N to ti Z/ W zN a LL O Y W �+ QLL Z _ a 00 a 00 a VA >- O w > 0 :D w vi a/ J z z A w Q la Q U W m GENERAL NOTES o C) Ia 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH DO RIGHT OF WAY LINE OF BRITTAIN AVENUE, AS RECORDED IN PLAT BOOK 9, PAGE 22, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING A BEARING OF S89'49'43"W. (ASSUMED DATUM) Q °wz �: om 2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY owe IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, O COMMUNITY PANEL NO. 12111C 0160 J, EFFECTIVE DATE LL �?WO FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE Qom_ DETERMINED BY AN ELEVATION CERTIFICATE. V �0 zz& 3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ? o 2 oQ BEEN LOCATED AND SHOWN HEREON. y Y O V W U Nw'0 a21►�20 ZOF7 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND O Q V IxQ O z Zozo FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. W j' > �'; til,LUco 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT Q IT 2 11 goo BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. V W ti o aSZg 06 Ix LLQp 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS 2 ~ W j ~ �"i woo> OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, QO W 2 `I Q cv (aZg �i.U- .2 wgoo OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS OR MURPHY ACT y O 'D o°559 DEEDS. W � Z 0 nomw QO = �¢wa> 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE 2 O ��Zm SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED O V W ~k W � � U SURVEYOR & MAPPER. W O��10 o° ZFNOa OY 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY V N>3z ZW OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED Jo? WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. H2O ns V! 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD ¢¢oO MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. DRAWN BYI CA 10. THE LAST DATE OF FIELD WORK WAS AUGUST 07, 2019. CHECKED BY, CA 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON DATE:OCTOBER 21, 2018 NORTH AMERICAN VERTICAL DATUM OF 1988. BASE BENCHMARK ST. LUCIE COUNTY "LN A" WITH AN ELEVATION OF 43.76'. HORIZONTAL SCALE: 12. THE EXPECTED USE OF THE SURVEY AND MAP IS RESIDENTIAL. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A',', FLORIDA LICENSED SURVEYOR & GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. - SEAL 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. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICE SE NO.497 USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS - PRUT4T MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 18-551 DESIGN CRITERIA 160 MPH ROOF LOADING #37 = 20,7,*0J 0 6/12 PITCH 24" PLUMB CUT OVERHANG FILE COPY 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' ox. 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 THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. Jacksonville PHONE:904-772-6100 FAX:904-772-1973 12 Tampa -f PHONE: 813-621-9831 FAX:813-628-8956 Freeport PHONE:850-835-4541 FAX:850-835-4532 :311141400A TREFELNER CONSTRUCTION TIN ALL BEAMS LEGAL ADDRESS: 2-00-0D BY OTHERS 255 Bridlewood Way All Bearing Heights 9'=4" 2-0$ Ft. Pierce, FI. 34945 MODEL: TYR END DETAI SCANNED Rojas Carport �3� '_..�c��'f.;t�„nt, a erence DATE: Drawn By: 3/15/2019 Wp 1694334 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 I St LeAeijnob#: I zna NIA JapifI 1694334 Left Elevation scale: 1/4" = l'-O" Rear Elevation scale: 1/4" = l'-O" Existing Residence New Addition / Right Elevation scale: 1/4" = 1'-0" 2 x 4 bottom cord bracing 10'-0" Bottom Cord Lateral Bracing Wind Zone - Roof Plan New Addition T.O.B. — 9,_4n — — 0.00' 9'-4" - T.O.B. - Stucco Ceiling (3) 2 x 12 Beam, Fasten - Plys together with 16d nails 6"o.c. staggered Cover beam with One Layer 15# Felt and paper backed wire lath and stucco BEAM TO CBS (2) HETA12 with (7) 10d x 1 1/2" per Strap #5 vert. rebar in Cout filled cell e Floor Plan for Locations 4" 3000# Fibermix Cone. on .006 Vapor Bearier on I Clean, Compacted, Termite Treated Fill Id 0 0.00' _ — F.F.E. - - - — 4" ---- v (2) #5 Rebar Attic Vents Calculation Attic Area: 511 s.f. / 150 = 3.40 s.f. required. soffit area = 10011. x 1.3 = 130 s.f. Venting Provided: 8" x 18" screen vents = 85 sq. in. (6) Vents x 85 sq. in. = 510 sq. in. 510 sq. in. / 144 = 3.54 s.f. provided Total Ventilation Provided: 3.54 sq. ft. Existing Residence 5V Crimp (26 ga.) roofing panels over Peel & Stick on 19/32" c.d.x. plywood fastened as per nailing schedule Pre Engineered Wood Roof Trusses 24"o.c. Shop Drawings by Others See Connector Schedule 8" x 18" screen vents 8'-0"o.c. Galv. Drip Edge �j over 1 x 4 p.t. 2 x 8 Cedar Fascia Board Stucco Soffit Over High Ribbed Wire Lath Install one layer of 15# felt to framing prior to installing wire lath Bond Beam Top Course with (1) #5 Horiz. Filled with Grout 8x16x8 CMU Typ. Stucco Finish over CBS #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Grade Il �I Typical Section Master Bdrm. 9'-4" Ceiling Header at 96" Lnd. 9'-4" Clog. El II vd.w HUC210-2 (18) 1/4" x ' 3/4" Titen Screws to CBS and (10) 1Od to Wood Beam — (TYPICAL) (2) Places Walls at 48" Tall Proiect Data Project Name: Carport Addition Street Address: T.B.D. City: Ft. Pierce County: St. Lucie State: Florida Scope of Work New CBS Carport Addition Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C Internal Pressure Coefficent .18 Structure Designed: Open Soil bearing capacity: 2000 p.s.f. Well Pump Tankless Water Heater REVIEWED FOR DE C REVI SIO ITT. L COI COUNTY BOCC Building Code 6th Edition Florida Building Code: Residential 2014 National Electric Code NFPA 70 Climatic & Geographic DesiLyn Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Area Tabulation Carport 511 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 511 s.f. _Roof Plan scale: 1/8" = 1'-0" HB -- -------------------------- (3) 2 x 12 Header —(2)2x8 3080 Carport 9'-4" Ceiling from F.F.E. I BEAM TO Wood I y HUC210-2 (18) 10d to (3) Beam and (10) 10d to (2) 2 x 8 1 u (TYPICAL) (2) Places IN I� IN I I I I I I 2'-0" 6'-O" (3) 2 x 12 Header ____________________________ 18'-0" 22'-0" 2'-0" 0 N m 2-0 8 x 16 x 8 C.M.U. with (1) #5 Vertical filled with CA -out in each Cell (Typical) FT L F � 0 PY � N 04 OC W M C7 to U0 lu U • rl W 0.��1 tf) Q a r- � r- W Gt r- a U ct U W O Q rn � W � � Q.� C� r--I t—� U > �Uo 0C 00 M I-LI z O E -o Q � w co 75 � U a �i d U date recision drawn s.l. checked s.l. date 3/22/19 scale As Noted job number 1903D Floor Plan neet scale: 1/4" — l'-0" A— 1 BY ie county 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 711 o.c. max. Connector Schedule Tn�ss Bearing Truss Connector Qnty. Coniector Fasteners Point Uplift ID Uplift 7a3 AOIG MTS18 1 1000# (9)10d x 1 1/2" 8 786 All trusses Each Bmg. <700 MTS18 1 10004t �" (9) l Od x 1 1 /'_ to Frame Supporting Valley Framing <250# MTS12 1 1000 (14) 10d x 1 1/2" valley Trusses Truss 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.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy i Provide equal number of studs under girders equal to the number of plys. ELECTRICAL LEDGEND (� RECESSED LIGHT WITH LENS g EXTERIOR LOCATIONS _W SWITCH HE0----------------------------------------------- o 0 E i i i � 1 t � Carport t \ ' t i i \' Electrical Plan scale: 1/4" = 1'-0" Existing Residence 0 W t r>~ Enr 4" 2500# concrete GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 W WM provide 1" 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, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated hor zonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar 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. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage 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 the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the star 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 a 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 discrepancy to suggest the soil may be inadecuale, he must immediately report it to the owner and the Architect 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 per manufacturers instructions and use Two part eppoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. 22'-0" T-0" p�� F-1 ��lil Elr----------------------- -1 0 I 4" I I I I N I I � I I � I I I I I I I I I F-1 I 4" 3000# FIBERMIX CONC. I F-1 OVER .006 VAPOR BARRIER ON CLEAN, COMPACTED, I TERMITE TREATED FILL I I I I I I I I I I I I I I I I I I I I o L__---------J 00o F-1 2'-0" 18'-0" T-0" 22'-0" Foundation & Footi scale: 1/4" = 1'-0" Plan T 0 O N GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type II) 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. 19/32" plywd. 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 conditions by a Florida 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 manufacturer's certified layout shall 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. 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 mechanically driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 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. 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 F-1 18" x 19" mono. footing with (2) #5 rebar cont. 4" 18' 18" MONO. EDGE FOOTING 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 inaceordance 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 p.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 hurricane 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/freight, and all other cost related to the completion of this project., unless explicitly 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 ommissions 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 galy. 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. Provide one layer of 15# felt to framing prior to installing wire lath. PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures FL#: 7271.3 Roofing 5 V Crimp (26 ga.) Union Corrugating #9-15 or #10-14 x 2" Long wood screw with washer at each Rib 12"o.c. -65.2 -] 13.1 NOA#: 14-0603.]9 Roofing Utiderlayment Titanium PSU InterWrap Roofing One layer direct to plywood with 4" Horiz. Las and 6" Vertical Laps Y p y P p � 00 L7 � try N U •� w � � A 'a" 00 Q a w Q V1 w � t� U w ps � ti U 00 n/ 00 M Z C Q w U U ,.4 O d U drawn S.I. checked date 3/22/19 scale As Noted job number 19030 sheet A-2