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HomeMy WebLinkAboutPLANS99 I .(90 SET MAG NAIL IN DISK ROLLINS PLS 4945 ;ITE BENCHMARK THREE _ ELEVATION = 99.51 75 Lu W Q- puj FOUND 5/8" IRON REBAR SCALE WITH CAP PSM 5723 1" = 101 �LQ �� CENTRAL ANGLE = 90°00'00" RADIUS = 25.00' ARC LENGTH = 39.27' CHORD LENGTH = 35.36' (P) 35.41' II(M) CHORD BEARING = N 44°56'00" W �P) N 44050125/1 W (M) FOUND 1/2" IRON REBAR 0.17' SOUTH AND 0.00' EAST OF PROPERTY CORNER LOT 12 FOUND 5/8" IRON PIPE FINISHED FLOOR GAS SERVICE ELEVATION = 101 22 MANHOLE S 89056'0011 E (P) 90.00' (P) o,o S 8905110611 E (M) 89.95' (M) o SET BACK LINES Co X uj �I x M I I I I I X � I LOT 13 I BLOCK 52I`I x X \ / \ / O ' O I \ / II O O I � 20' S. V 0— Ion �1 "FS.B \ O v II CO ` _N U O Nin 0 0 I I O O / O — — — — — — 51.45' 30.67' 7.83' \ DRIVEWAY io m N N i; In _71 I , FOUND 5/8" IRON REBAR WITH CAP PSM 5723 I 3 cO SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 99.76 I l 10011 W (P) 65.00' (P o FENCE ANGLE POST IS 1.2' SOUTH AND 2.4' EAST OF PROPERTY CORNER \ FENCE ANGLE POST IS 0.5' WEST OF PROPERTY LINE AND THE FACE OF THE FENCE IS 0.9' WEST OF THE PROPERTY LINE 6' HIGH WOODEN FENCE IS 48.1 FEET LONG FENCE END POST IS 0.7' WEST OF PROPERTY LINE AND THE FACE OF THE FENCE IS 1.0' WEST OF THE PROPERTY LINE FENCE END POST OF A 6' HIGH PVC FENCE IS 0.T WEST OF PROPERTY LINE LOT 14 FINISHED FLOOR ELEVATION = 102.81 16 FOUND 5/8" IRON REBAR Np0/ EDGE OF PAVEMENT 9 EL SITO COURT (60.00' WIDE RIGHT-OF-WAY) FLOOR SLAB - DRIVEWAY ENTRANCE ------------- 0 5' 10' 20' 99 S �O Olz� SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 100.00 4.0' WIDE CONCRETE SIDEWALK WATER METER 2.0' WIDE TYPE "F" CONCRETE VALLEY GUTTER STREET VIEW / NOT TO SCALE ENGINEERING DATA )ABUILDINGG DE Ct EI' T ION 2017 INTERNAL SUE C Gh FLIGEIUT: 8 2010 WIND LOAD f I f `TION, 2011 BUII OINC CA1t ORl SURE: C CL11111 1CI'M1I OFOGR4 P�I@C'JF_S ✓ELOCITY:(3SEC GUST) 160 MPH ult NC I--0I ]Zlr NECLIGIBL-WOO WIND SPEED 124 MPH asdTERMITE: VERY HEAVY ROOF HEIGHT <15 FT. WINTER DESIGN TEMP 45DEG TANCE 1.00 U IURE COEFF O 301 PSF CL!-viAi IC AND GEOCRAPhi'(; .7S CONDITIONS TO BE VERIFIED FOR STABLE GRADE. ANY UNSUITABLE SOIL JM SOIL BEARING CAP. 2000 PSF TO BE REMOVED AND REPLACED WITH CLEAN COMPACTABLE FILL TO BEARING VALUE SHOWN. N , 1a, Fy'f (1) CERTAINTEED GYPSUM BOARD (2) INSULATION TRUCTION MATERIALS FLAME sMo E SPREAD RATE DEVELOPED S: GYPSUM BOARD (1) 10 —15 0 GS: GYPSUM BOARD (1) 10 — 15 0 -... \TION: FIBERGLASS (2) ,y HOUSE LIVING AREA: 1048.00 SQ.FT. ARPORTE 227.00 SQ.FT. COVERED LANAI N/A SQ.FT. COVERED PORCH 66.50 SQ.FT. POOL N/A SQ.FT WALKS ### SQ.FT TOTAL: 1341.50 SQ.FT SITE AREA: ### SQ.FT. TOTAL IMPERVIOUS AREA:.= #VALUE! % TOTAL PERVIOUS AREA:= #VALUE! ROOF FRAMING PLANS S2.0 ROOF FRAMING ROOMS: 1.5 L UNDER ROOF: 1341.50 ICY OR WING WALLS: N/A IES: 1 DNY RAILINGS N/A ING CLASSIFICATION R3 Is] 0K61i1..111=0duo] \ ❑■ A1.0 FLOOR PLAN ❑ ELEVATIONS A2 EXTERIOR ELEVATIONS ❑ ELECTRICAL SHEETS E1.0 ELECTRICAL PLAN ❑ ROBERT F. SONBERG 8Ltw1oc�,r PATTERSON fi }} � ARCHITECT P�A��R SHEET Da*RESIDENCE S 8/5/2019 113 Bent Tree Drive Approwd __, o NO. 0 0 BY Palm Beach Gardens, FI. 33418 AFFORDABLEA � 191 EL SITO CT. f�oc°° st.L�GlecAur�v WORKFORCE HOUSING PH: (561)-691-9277 CELL: (561)460-5635 PORT ST. LUCIE, FLORIDA <e ....... � `.AOOO c Q IL d U) 00 m m 04 a) 7 07 tf) C f0 a 0) U H LL 00 o_ m LO m CV _rn U) H W 0 w IL 0) 2 U ry g c (D E U 0 0 U) LL w U 9 I �RFVF� I I I I I I I I I I I I I I I I I I I I I I I � I e� v� 2� J Sl4! wC IN SqN G. I B � O 12 PF y GOr PLUMBING RISER DIAGRAM NOT TO SCALE 0 2' 4' 8' 3F iva� F � i DENSITY a D ;,fg� NUMBER ue icr W x _D x H IF :., :EPIG DESCRIPTION F-1 A 1'-8" x -- x 18" (2) #5 ' ONTWUOUS BOTT. MONOLITHIC F-2 A 1'-6" x — x 18" (2) #5 CONTINUOUS BOTT. MONOLITHIC F-2a B 1'-6" x — x 18" (2) #5 CONTINUOUS BOTT. MONOLITHIC F-3 D 8" x — x 11" (1) #5 CONTINUOUS BOTT. MONOLITHIC F-4 E 8" x — x 8" (1) #5 CONTINUOUS BOTT. MONOLITHIC F- F 1'-6" x — x 14" (2) #5 CONTINUOUS BOTT. MONOLITHIC F_R5 C 91_R" r 91_R" r 9n" I m te5 CONTINUOUS E.W.BOTT. ISOLATED FOOTING fC= 3001 IS I 1 WE MARK DESCRIPTION � L� �1~' x BLOCK CONC. BLOCK W/ (1) #5 VERT. REINF., PUMP MIXED FILLED CELL NOT TO A 7-5/8„ x 7-5/8" #T150 EXCEED 6'-8" O.C. FRONT AND REAR WALLS OR AS PER PLAN BLOCK CONC. BLOCK W/ (1) #5 VERT. REINF. IN EACH CELL, PUMP MIXED FILLED B 7-5/8"Hxx 15-5/8" #T11 CELLS C 7-5/8"15-5/8" CONC. BLOCK W/ (2) #5 VERT. REINF., PUMP MIXED FILLED CELL. #LOC D 11-5/8"11-5/8" 0-BLOCK CONC. BLOCK W/ (4) #5 VERT. REINF., PUMP MIXED FILLED CELL V&S-1 INF. BOT1 7-5/8' 11-5/8" III II W I I m W SLAB NOTES: 4" THICK 250OPSI CONCRETE SLAB AND FOUNDATION W/6x6-10/10 W.W.F. WITH SECOND LAYER 48" WIDE AT PERIMETER. SLAE TO BE POURED ON CLEAN COMPACTED FILL COMPACTED TO 2000 PSF; 95% DENSITY. ON 6 MIL POLYETHYELENE VAPOR BARRIER W/6" LAPPED AND TAPED SEAMS. SOIL TO BE TERMITE TREATED A FLORIDA LICENSED EXTERMINATOR JUST PRIOR TO APPLYING VAPOR BARRIER. CONTRACTOR TO PROVIDE STANDARD TEST BORING SERIES (1) 15' AT CENTER OF HOUSE SLAB AND (2) 10' AT FRONT AND REAR HOUSE SLAB. ANY DELETERIOUS MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTIBLE FILL. FOUNDATION PLAN SCALE:1/4" = 1'-0" 0 2' 4- 8. 61 0197ION0aoIII I MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. `y9999��� a o� J J I O. Q280 J V t`<<<<►��`• PATTERSON RESIDENCE 191 191 EL SITO CT. PORT ST. LUCIE, FLORIDA REVIEMfF Fir 7' I.T. LUCIE OV ,�Y MK I DATE I DESCRIPTION PROJECT NOS 19-516.19 ISSUE DATE: JUNE 27TH, 2019 = IN CHK'D BY: I RFS PERMIT NO. ### z O siso z SHEET 2 OF 9 O LJ_ C LL d fn 00 0 Q In L0 r t m N L0 O) m C a) L 7 U H LL d fn 00 V O m N LO U) I— C) W 3 O Ix 11 0) 0 Q U_ 2 U IY g c 0) E U O 0 U) UL 0 D d3 L = 1 13421SQ.FT ROOF AREA/300 = 4A7 PERIMETER:= 153.17 L.F. AREA UPPER AND LOWER VENTS: 2.24 SQ.FT :R VENTS (6"X23") =.93 SQ.FT x 67%NFA = 0.64 SQ.FT. VENT LOWER VENTS REQ'D = AREA/NFA:= 3 REQ'D SPACING OF VENTS = PERIMETER/VENTS REQ'D 16 10 VENTS REQ'D R VENTS (1)8' = .14 SQ.FT/LF OF VENT NFA= 1.12 SQ.FT. NFANENT UPPER VENTS REQ'D = AREA/NFA:= 2 REQ'D �gt:u ad c'; Planning & Development Services Department Building & Code Regulations Division < 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 Certification for Design Load Compliance Project Name: PATTERSON RESIDENCE DEMO/REBUILD < Project Address: 191 S.W. EL SITO COURT, PORT ST. LUCIE, FLORIDA 34983 < Permit #: Occupancy Type: R3 Construction Type: Vb INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. ` • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) < o Residential Addition o Any accessory structure requiring a building permit < o Any non-residential structure, * Note: Form not required for interior renovations provided that no exterior structural elements are affected anc certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida 2017 Code Sixth Edition with 20 19 Supplements using ASCE 7-10 < 2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open 3. Risk Category:I X II III IV Exposure Category: B X C _D 4. Design Wind Velocity 124 mph X ASD LRFD End Zone Width:4 ft 5. Mean Roof Height <15 ft Roof Pitch: 5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on SOsgft @ 15'MRH, clearly label on all plan openings)? Zone 1: *12.67/-ie4 Zone 2:'12.7/-35.1 Zone 3:'12.7/-52.0 Zone 4:'`22.0/-23.0 Zone 5: +22.0/-29.0 Garage: N/A 7. Design Loads: Floor:40 PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: N/A PS Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF < 8, Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: M 9. Is A Continuous Load Path Provided?'N Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 `PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: LO I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designer comply with the applicable structural portions of the building codes currently adopted and enforced by St. L County. I also certify that structural elements depicted on these plans provide adequate resistance to the de forces specified: ROBERT F. SONBERG AR 00006280 6280 Print Name Cert # & Co. Cert Auth. RFS ARCHITECTS Signature, Date, and Seal 113 BENT TREE DRIVE, PALM BEACH GARDENS, FL Revised 12/07/2018 Si , -,RPLIeD REM•�h, �' 3tt1 ' 11 c. y� h El'3111ov3EIlI I E'' APRLdb 3 SAFE RAVITY t a :, :�. t:' .' Ai'f tSD ! lFT LOAD L-1 4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2j25'I>L( RECESSED) L-2 4'-6" PRECAST BRF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED L-3 T-6" PRECAST 81`12 1T/1B 400/PLF 1729/PLF 400/PLF 1166/PLF 45 MITER (1) END L-4 5'-4" PRECAST 8F12 1T/113 400/PLF 2622/PLF 400/PLF 1492/PLF 45 MITER (1) END L-5 5'-4" PRECAST 8F161T/1B 400/PLF 5365/PLF 400/PLF 2290/PLF L-6 5'-4" PRECAST 8F161T/1B 700/PLF 5365/PLF 700/PLF 2290/PLF L-7 2'-10" PRECAST 8F161T/16 400/PLF 400/PLF 6113/PLF 400/PLF 4460/PLF L-8 4'-6" PRECAST 8F161T/1B 2931/PLF 400/PLF 2724/PLF L-9 T-6" PRECAST 8F161T/1B 400/PLF 2931/PLF 400/PLF 2724/PLF Company Name & Address IL i 0 N ►ee 1 I ' 1120# U LO U J3 �� CJ5 EJ 10) LO U U C CJ5 IC l J1 I -I- I I JJ I 1 A2 I I A o A4 22x30 ATTIC ACCESS I 5 IDKI I I I D I I � I I I 5 A3 I A2 Al I > UC w J7( J LO M 1 I� I UPLIFT LOAD 1278# CONNECTOR # 4 2) I NO OF CONNECTORS CONNECTOR KEY J1 D J3 B1 C cM M I D C -- IU— — — — —— V— ' 2 _. PLASTPRO B4OOit NA�N�A'PCtwST INCI vG0 P'• Q�? ..FIB ENTRY S-WGLE EpUAL HUNG WINDOW ARCHITECTURAL LITE EASTERN SYSTEMS SEF INYL 11' 4" 71511 1 ROOF FRAMING PLAN SCALE:1/4" = V-0" 0 2' 4' 8. 1120#I L1 '111,y ROBERT F. SONBERG RCHITECT 13 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 TYP 1 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 r u7 co COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECTAND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. PATTERSON RESIDENCE 191 S.E. EL SITO COURT PORT ST. LUCIE, FLORIDA 1 8/10/2019 I REVISED WI NDOWAFFI DAVIT TO IMPACT (O 8/10/2019 REVISED DOORAFFIDAVITTOIMPACT 8/10/2019 REVISED SHINGLE AFFIDAVIT MANFU. 8/10/2019 REVISED ROOF VENT AFFIDAVIT MANFU. 8/10/2019 PRODUCT APPROVAL AFFIDAVIT ON PLAT SHEET S2.0 [Ag 8/10/2019WIND LOOADCERTIFICATION ON PLAN 8/10/2019 CARDON MONOXIDE DETECTOR NOT REQ 8/10/2019 ADDED ATTIC ACCESS 8/10/2019 REVISED ENGINEERING DATA NEC CURRENT 2014 ISSUE -F/ 90 F-© AUG 14 2019 ST. Lucie County, Permitting ' vg- Tv MK I DATE I DESCRIPTION PROJECT NO: 19-516.19 ISSUE DATE: JUNE 27TH, 2019 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO, 1908-0124 S2mO SHEET 3 OF 9 zC_ G Q ryo LL. 0 0 1 O 00 O 0 N r _ O - N V-11 11/16" 2'-0" O C..� TYP TO ODD SPACE TRUSS END DETAIL PLUMB CUT OVERHANG UO O Lu U Nco TYPICAL CORNER SET DIM'S N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK SHOP DRAWINGS REVIEWED AND APPROVED '*Signature of this document acknowedges that the client has reviewed this truss placement diagram in its entirety and isin agreement with the following items; including but not limited to: A.) The client is responsible to verify the accuracy of"formation submitted for use in design, fabrication, and scheduling. Any labor; material, or time delay incurred from inadequate or incorrect information supplied from the client will be at. the client's expense B.) Design Criteria: The client acknowledges that the truss design criteria'. noted on'.this truss placement. diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state buildingrequirements. C.) .Fabrication and Delivery: One a pproved truss pla cement diagram must be returnedto the truss manufacturer before; fabrication and delivery will be sscheduled. It is the client'sresponsibility to coordinate delivery dates with the truss manufacturer. The client shall prov ide a ma rked location for fA delivery, which must be accessible, level, and clear of material and debris; in Lieu of this; trusses will be LU II— delivered in the best available location at our drivers discretion,, Care and handling of the trusses' 0 following.dilvery is the responsibility of the client. Z D.) Installation & Bracing: SCSI:2008 ( Building Component Safety Information) WTCA / TPI 0 guidelines shall be followed when handling, installing, and bracing; trusses. Temporaryand/'or F_ permanent bracing and blocking is not included in the truss package. Trusses shall be braced to Iprevent rotation and provide lateral stability in accordance with the requirements specified in the J construction documents for the building and on the individual truss design drawings. Theoverall Hstability of the truss system is the 'responsibility 'of the building designer, fA z EL Field Framing:1.) Tray ceilings and other ceilingtransidons may require field framing by ethers: 2.) Ceiling drops and valleys not shown are to be field framed by others. 3.). Overhangs may be over length -cut to fit in field. Overhangs are 2a4.or 2x6 - noblocking is applied. Corner jacks will be. square cut and hip jacks will be double beveled. I Repairs: Truss related problems are to, be reported tothe truss manufacturer ASAP, preferably In writing. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the problem. Any Reid modifications made without; an engineered repair drawing will be the responsibility of the client No back charges or crane charges of any kindwlll be accpeged, unless specifically approved in writing by the truss manufacturer's management. G.) This Truss Placement diagram was not created by4anengineer, rather byTibbetts Lumber Co. I staff, and is purely to be used as an installation guide and does not require a seal. Truss deisgn analysis are an the Truss Design Drawings which may be sealed by the Truss. Design Engineer. Roof Load; 37# psf; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL; Dur.. 1.25 Design checked for 10 psf non -concurrent ILL on BC. Floor Load; 55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.: 1.00 Design checked for 10 psf non -concurrent LL on BC. Exposure C Building Code FBC 2017 Mean Hgt. 15' ASCE 7-10 Bldg. Cat. TPI 1-2014 Importance Factor II Truss Design : C & C Enclosure Enclosed Uplift Calc. MWFRS Entry Exposed to Wind Wind Speed : 160 mph US Lanai Exposed to Wind ROOF CRITERIA FLOOR CRITERIA T.C. Pitch 5 / 12 Depth ... B.C. Pitch ... / 12 Spacing 24' T.C. Size 2X4 Heel Hgt. 4 1/16" Vapor barrier between floor & concrete Bearing BLOCK by others. Floor trusses held back 3/4' at extent r Cantilever ... walls, Overhang 16" block & fill by others. Blocking for Spacing 24" o.c. vertical load transfer by others. Odd space floor trusses around plumbing as noted Approved by: Desired delivery date: Approval Date: Date, Initials, Description Client : BSE Construction Group Project PATTERSON RES. Address: 191 SF SISTO CT., PSL Date : 7/18/2019 Desi ner : PAT Project # 507764 c c LL U oc c Lf a Lf c a s 6 T U. Li a cc a Q c a F LL U a c c c a Lr ix 0 -c 6 c c L( Q T U F c LL_ C n 6 T c a ,i C k ID I QTY I ELEV. WINDOW SIZE CMU R.O. TYPE / WID. HGT. WID x HGT MODEL 3' 5'-2" 3'-2" x 5'-4" SINGLE HUNG 2'-8" T-2" 2'-10" X 3'-4" SINGLE HUNG T-11 1/2" T-11 1/2" 4'-1 1/2" x 4'-1 1/2" SINGLE HUNG HEAD JAMB SILL DETAILS WIND FRAME ZONE WIND IMPACT NOTES/REMARKS VINYL 1C 2C 3C 4 +37'9/ YES +41.4 VINYL 1C 2C 3C 4 +37.9/ YES +41.4 VINYL 1C 2C 3C 4 +37.9/ YES +41.4 DOOR CHEDULE DOOR FRAME DETAILS HW WIND ID QTY. ELEV AREA IMPACT ZONE NOTES/REMARKS W HT THK MA-TL CPLZ WID THK HEAD JAMB SILL SET LOAD D1 1 ll T 6'-8" 0'-13/4" FIBER 20.00 0'-11/2" 0'-4" 1B 2B 3B YES 1 4 +38.7/ (� LASS -42.0 D2 1 3' 6'-8" 0'-13/4" FIBER 20.00 0'-11/2" 0'-4" 1B 2B 3B YES 1 4 +38.7/ GLASS -42.0 D3 1 0— 3' 6'-8" 0'-13/8" MASONITE 20.00 U-3/4" 0'4" 1A 2A 3A D4 1 3' 6'-8" 0'-13/8" MASONITE 20.00 0'-3/4" 0'-4" 1A 2A 3A D5 1 2'-8" 6'-8" 0'-13/8" MASONITE 17.78 0'-3/4" 0'-4" 1A 2A 3A D6 1 2'-8" 6-8" 0'-11/4" MASONITE 17.78 0-3/4 0-4 1A 2A 3A D6 1 2'-8" 6'-8" 0'-13/8" MASONITE 17.78 0'-3/4" 0'-4" 1A 2A 3A D7 2 3' 6'-8" 0'-1 3/8" MASONITE 20.00 0'-3/4" 0'-4" 1A 2A 3A �, D8 1 2'-4" 6-8" 0'-11/8" LOUVER 15.56 U-3/4" 0'-4" 4D 5D 5C i f,a D 14 1 3' 6'-8" 0' -- --- 20.00 4' 0' --- --- --- — FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' a IkOBERT F. SONBERG kRCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. ..3Fe,.F<oR'',, n "o e NQ.6 80 0 PATTERSON RESIDENCE 191 191 EL SITO CT. PORT ST. LUCIE, FLORIDA rWEDI F( OMPLIANCE COUNTY MK I DATE I DESCRIPTION PROJECT NO: 19-516.19 ISSUE DATE: JUNE 27TH, 2019 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. ### z Q J Al m0 0 SHEET 4 OF 9 LL 1 1 Z m C ILL d 00 O m ca Lo d) C (6 d a�+ C N L L U LL d U 00 CD m m Lo O) d) U) H U W 13 O w a O) cl U_ U 3 w C N E 7 V O U) ILL L a) co D NORTH ELEVATION 0 2' 4' 8' WEST Rr:AI F 1/d" = ELEVATION FLOOR FINISH WALL FINISH =BASE HGT. REMARKS O ui Lu u: a N l� U D INSULATION (3) ti v ILLu K ZQ -1 F ih C 0 Z = z a a Z a a ¢� W a ? F AIL Lu O f owQ0 y O w I a . U W �z o z zO W Q p OQ ~ r� ? [L W F w a Q aw ? Q a ZO�m f K MARK ESCRIP ION { X X 8'-0" 101 OVERED ENTRY X 102 OYER X X X X 8'-0" 103 WING ROOM X X X X 8'-0" 104 INING X X X X 8'-0" 106 ITCHEN X X X X 8'-0" 108 BATH #2 X X X X 8'-0" 109N.I.C. X X X X 8'-0" 110 3EDROOM#2 X X X X 8'-0" 111 JTILITY X X X X 112 VIASTER BATH X X X X 8'-0" TILE TO CLG. @SHWR 113 IMASTER BEDROOM X X X X 114 IWASTER W.I.C. X X X X 8'-0" 115 ARPORTE X X X X 8'-0" 116 VC CLOSET X X 1 1 1 1 X X NOTES: (1) CERAMIC TILE TO COMPLY WITH FBC-R 702.4 (2) GYPSUM BOARD TO COMPLY WITH FBC-R 702.3 TO BE TYPE'C' FLAME SPREAD 76-200, SMOKE INDEX 0-450 "I nnnrnn n nc n".nvr nr..r. nnrn n d - l AMIAnl rl . w —A—Mr t lnu An %AIA jinn nrurrnurTrr. 2 TOP OF BM -7+8'-lpf OL1 FLOOR SLAB +0ll EAST ELEVATIO scAl F- 114" = 1'-0" N SOUTH ELEVATION E lff1]Y 2 TOP OF BM +8'4' 1 FLOOR SLAB 0" F OBERT F. SONBERG kRCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. ttttlt��� S. /Q� JJ op 1. J 00 f � J N4.62$0� t�l llllll�� PATTERSON RESIDENCE 191 191 EL SITO CT. PORT ST. LUCIE, FLORIDA EWED FOR LUCIE COUNTY MK I DATE I DESCRIPTION PROJECT NOa 19-516.19 ISSUE DATE: IJUNE 27TH, 2019 DRAWN BY: RFS CHK'D BY: I RFS A2 SHEET 5 OF 9 L/) z O I— \Q LLI I Lu Cir- o or- L1J I— X L1J c Q d U) co O m r m N 0) to to C tC d C N 7 LL d U) 00 _O m m N d1 to _rn m H U W Of a _rn 0 a U_ 2 g U) c m E M U O 0 U) cn ILL « a' yp r 3/4" BATT INSULATION (SEE 3/4" BATT INSULATION (SEE ENERGY CALCULATIONS " — - - ENERGY CALCULATIONS / FOR R-VALUE 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON ysryl v r+ - FORGYPSUM WALL BOARD - - - DOOR SCHEDULE) SLIDING GLASS 0 ---- WOOD STUDS AT 24" O.0 - { --- - --WOOD STUDS AT 24 O.0 WALL BOARD , -- --- ON 1x2 PT WD. WD. FURRING 2x4 AT HEAD AND 2x4 ATHEAD AND } ON 1x2 PT WD. FURRING } STRIPS @ 16" O.C. ALUM. THRESHOLD r STRIPS @ 16" O.C. - STUCCO FULL BED MASTIC - — STUCCO 1x4 PT FURRING AT PERIMETER 's -- 1x4 PT FURRING AT PERIMETER _ 1x6 PT BUCK SET IN FULL BED - SEALANT AT PERIME 1X6 PT BUCK SET IN FULL BED MASTIC p 1/2" EXPANSION JOI � MASTIC � � FILLER PRECAST CONCRETE _ SHIM SPACE ° ° ° SEALANT AT PERIMETER J ° DOOR (SEE DOOR � DOOR (SEE DOOR v SCHEDULE) SCHEDULE) DOOR (SEE DOOR SCHEDULE) -_ DOOR (SEE DOOR ° R O B E RT F. S O N B E R G SCHEDULE) v ARCHITECT 13 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 S.G.D. HEAD S.G.D. JAMB S.G.D. SILL BIFOLD DR HEAD BIFOLD DR JAMB 1 D 2D 3D 4D SCALE: 1'-0" 0 6" 12" 18" SCALE: V-0" 0 6" 12" 18" SCALE:11/2"= T-0" 0 SCALE:11/2"= 1'-0" 0 6" 12" 5D SCALE: 11/2"= V-0" 6" 12" 18" 18" 0 6" 12" 18" EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 1' 8x8x16 CMU LAID RUNNING BOND SINGLE/DBL HUNG WINDOW WINDOW — STUCCO FILLED CELL EACH SIDE OPENING SOLID URFACE SILLS SET COPYRIGHT WITH 1 #5 VERTICAL FILLED WITH E 3000PSI COARSE GROUT / IN FULL BED MASTIC 1x4 PT FURRING STRIP AT 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND 1x4 PT WD. FURRING STRIP AT OPENINGS n WOOD STUDS AT 24" O.0 - WOOD STUDS AT 24,, O.0 AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF PERIMETER SEALANT / SAID ARCHITECT. PERIMETER SEALANT AND OPENINGS WITH BACKING 2x4 AT HEAD AND 2x4 AT HEAD AND BACK BEDDING / .` 1x3 PT JAMB BLOCKING SET IN FULL PRECAST OR POURED JAMB JAMB BED MASTIC , • �' CONCRETE SILL W/145 ' .. , (2) COAT STUCCO r ' — APPLICATION 7/8" THK. OVER ti 1x3PTWD. BLOCKING CMU SET IN FULL BED MASTIC 1/2" GYPSUM WALLBOARD SEALENT AT PERIMETER WITH BACKING BATT INSULATION (SEE ENERGY CALCULATIONS ^ ce4 eFP ° j 1/2" GYPSUM ON 1x2 PT WD. FURRING FOR R-VALUE DOOR (SEE DOOR DOOR (SEE DOOR SINGLE/DBL HUNG STRIPS AT 16" O.C. VERTICAL �? SCHEDULE) SCHEDULE) 0 6 86 8 e ` WINDOW (SEE WINDOW SCHEDULE) 'f it ttttttttt<< WINDHEAD WIND JAMB WIND H-J-S POCKET DR HEAD BIFOLD DR SILL 1 C 2C /� 3C 4C (� PATTERSON SCALE: 1 1/2"= V-0" , 0 6" 12" 18' SCALE: 1 1/2"= V-0" , 0 6" 12" 18' SCALE: 1 1/2"= V-0" , 0 6" 12" 18' SCALE: 1 1/2"= V-0" 0 6" 12" 181, 5C SCALE: 1 1/2"= 1'-0" Ilmo 6" ,2" ,6" RESIDENCE SOLID CORE DOOR (SEE. DOOR SCHEDULE) 3/4" BATT INSULATION (SEE 191 EL SITO CT. 3/4" BATT INSULATION (SEE = ENERGY CALCULATIONS / ENERGY CALCULATIONS / FOR R-VALUE PORT ST. LUCIE FLORIDA FORR-vALUE 1/2" GYPSUM WALL BOARD _ALUM. THRESHOLD SET IN FULL BED MASTIC , 1/2" GYPSUM WALL BOARD k: ON 1x2 PT WD. FURRING STRIPS @ 16" O.C. - • -, ---ON 1x2 PT WD. FURRING STRIPS @ 16" O.C. - STUCCO STUCCO 1x4 PT FURRING AT PERIMETER -- -- SEALANT AT PERIMETER 1/2" GYPSUM WALL BOARD ON WOOD STUDS AT 24" O.0 - 1x4 PT FURRING AT PERIMETER 2x PT BUCK SET IN FULL BED ;� 2x PT BUCK SET IN FULL BED MASTIC MASTIC BRICK MOLD AND SEALANT 1/2" EXPANSION JOINT 1x4 FRAME " BRICK MOLD AND SEALANT - AT PERIMETER - FILLER i o:. ATPERIMETER - --SHIM SPACE - SHIM SPACE DOOR FRAME (SEE DOOR r - DOOR FRAME & DOOR(SEE SCHEDULE) ! ° ° _ DOOR SCHEDULE) 1✓ v DOOR (SEE DOOR 7 SCHEDULE) DOOR (SEE DOOR C7 SCHEDULE) _ PLIANCE EXT.DR HEAD EXT.DR JAMB EXT.DR SILL POCKET DR JAMB POCKET DR SILL occ 1 B 2B 3B 4B SCALE: 11/2"= T-0" 0 6' 12' 18" SCALE: 11/2"= V-0" 0 6" 12" W. SCALE: 11/2"= V-0" 0 6" 12" 18" SCALE: 11/2"= 1'-0" 0 6" 12" 18" 5B SCALE: 11/2"= 1'-0" 0 6" 12" 18" METALANCHOR FLANGE (4) BY MANUFACTURER BOTTOM CHORD OF TRUSS EXTERIOR WALL W/1/4" x 3" TAPCONS MK DATE DESCRIPTION TO CONC. TYP. (4) 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON RIGID INSULATION TO MATCH R- PLACES WD. STUDS AT 24" O.0 i WD. STUDS AT 24" O.0 VALUE OF REQ'D ATTIC BLOWN BATT INSULATION. (SEE ENERGY • • • CALCS ' INSULATION O CONDENSING UNIT 2x4 AT HEAD 2x4 AT JAMB " PROJECT NO: 19-516.19 DOOR (SEE DOOR SCHEDULE)"I'"+ JUNE 27TH, 2019 '� �'N s�, �' - °- • i.` 4" 2500# CONC. ISSUE DATE: EQUIPTMENT PAD EXTEND MIN. 6" DRAWN BY: RFS DOOR (SEE DOOR DOOR (SEE DOOR AROUND ALL SIDES OF UNIT RFS SCHEDULE) SCHEDULE) CHK'D BY: PERMIT NO. PLY'WDW/5/8"TYPE'X' A/C HOLD DOWN DETAIL 1x4 TRIM -tL GYPSUM BOARD BELOW A5.0 J Q INT. DR. HEAD INT. DR. JAMB INT. DR.SILL ATTIC ACCESS AC ANCHORING 1 A 2A 3A 5A SHEET 6 OF 9 Lu SCALE: 1 1/2"= V-0" 0 6" 12" 18" SCALE: 1 1/2"= 1'.0" 0 6" 12" 18" SCALE: E: 1 1/2°= 1'-0° 0 6" 12" ,6" 4A SCALE:3" 1'-0" 0 3„ 6„ 9„ SCALE: 1/4" = V-0" 0 2' 4' 8' (J Q F_ LL d 00 O Q m m N O) Lo O i C C N L 7 U H LL d 07 00 v O m m (N a7 T CO LO O) U) H U W 3 O a O Q U 2 U g E U O 0 U) ry to D BRACE TOP OF BOTTOM TRUSS CHORD GALV METAL TRACK ATTACHED TO 2x4 CROSS BRACE AT 24" O.C. OR TRUSSES W/(2) #10 S.MS. EACH TRUSS. 5/8" GYPSUM CEILING W/ KNOCKDOWN FINISH ATTACH DIRECTLY TO BOTT. CHORD TRUSS OR CROSS BRACE. PROVIDE 2x4 BLOCKING AT KITCHEN CABINET LOC'TNS. NOTE: WALLS PERPENDICULAR TO TRUSSES SIMILAR 3-5/8" 25G GALV. METAL STUDS AT 16"O.C. 112" DRYWALL EACH SIDE PRIMED AND PAINTED W/TEXTURED FINISH GALV METAL TRACK ATTACHED TO CONC. FLOOR WITH HELTI'DN' PINS (.145 x 1- 1/2"L@16"O.0 W/1"WASHER.) WOOD BASE 6" HOOK REINF. CONT. FROM ADJ. BOND BEAM COMPOSITE BEAM - GROUTED WITH 3000 PSI COARSE GROUT PRECAST CONCRETE LINTEL (SEE LINTEL IF[ SCHEDULE) ADJ. REINF. FILLED CELL HURRICANE TRACKS ATTACHED TO HOLLOW CMU'S AS PER MANUFACTURE'S SPECIFICATIONS FORMED AND POURED, PRECAST OR BOND BEAM BLOCK SILL (GROUTED) W/1-#5 2 OPENING REINF U SCALE:1/2" = V-0" TOP PLATE 2x2 2x4 FR}AI\ME BASE PAR ON 2x4 PT BOTI� j CABIP PLATE EMBED VERTICAL REINF 8" MIN. INTO TOP BOND BEAM (1) COURSES BOND BEAM BLOCK W/145 REINF VERT. #5 REINF IN GROUTED CELL U.O.N. MASONRY WALL CLEANOUT REQ'D FOR GROUT LIFT >5-FT. SPREAD FOOTING (� INT. NON-BRG WALL C2CISCALE: KITCHEN COUNTER (� HORIZ AND VERT. REINF SCALE:3/4" = V-0" 0 1 2- 3' 112" = V-0" 0 1. 2- 4 3C SCALE: 1/2" = V-0" 0 1. 2' 4' lmmmmmnnnnn� ( 1x3 FIRE STOP AT CEILING TYPICAL a.� 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON 5/8" CDX PLYWOOD SHEATHING CONTINUOUS OVER TWO OR MORE SUPPORTS GRAIN - - PERPENDICULAR TO TRUSS W/ 30# FELT PAPER TIN - TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK COMMON 4" O.C. AT PERIMETER. REMAINDER OF ROOF TO BE NAILED AS END ZONE (6" O.C.) — BLOWN INSULATION (SEE ENERGY CALCULATIONS FOR R-30) PRE-ENGINEERED WOOD ROOF TRUSSES A 24" O.C. TYPICAL W/ -------- - APPROVED GALV TRUSS ANCHORS EACH END (SEE TRUSS ANCHOR SCHEDULE. TRUSS ANCHORS PER CONNECTION SCHEDULE PAPER BACKED RIBLATH W/3/4" STUCCO FINISH ELFV TOPOEBOND9M. ALUMINUM METAL DRIP EDGE 1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH. WALLS 1/2" BOTH TO COMP WITH FBC-R 702.3 El EV BOTTOM OF_L.I.NTEL A.F.F. 6'•8" 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) 1x4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSULJ SEE FLOOR PLAN FOR WINDOW TYPE, SIZE, -- -- --- ANCHORING GLAZING TO BE IMPACT RESISTANT PER DADE COUNTY SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL WINDOWS 4" WIDE x 5/8" THICK. SEALANT AT PERIMETER POURED OR PRECAST CONCRETE SILL W/ 145 REINF. 1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL BACKED FIBERGLASS INSULATION BETWEEN (R4.1) 8x8x16 CMU LAID RUNNING BOND WITH 5/8" THICK -- -- STUCCO (2) COAT APPLICATION. CMU FILLED i W/INSULATING FOAM ' — WOOD BASE 1-1/2" RECESS WATERSTOP AT SLAB EDGE. USE 9" HIGH STARTER COURSE CMU SET IN FULL BED MORTAR. _ELEV_TOP .DE_aAB �0+00 z_ mi SLOPE GRADE FROM HOUSE FOR DRAINAGE 6X6-10/10 W.W.F. W/SECOND LAYER 4'-0" y� WIDE AT PERIMETER +I TYP. EXT. WALL �"� %� SCALE: 3/4" = 114" 0 1' 2' 3' SEE FOOTING SCHEDULE FOR SIZE AND CONFIGURATION - SEE LINTEL SCHEDULE 12 FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR 5 SCHEDULE) PRE-ENGINEERED ROOF TRUSSES 8'-1" OP OF BM. ATTIC VENTILATION SCREEN SOFFIT VENTS AT48" O.C. < DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA 1X3 PT FIRE STOP TYPICAL AT CEILING I' CAVITY CAP BELOW BOND BEAM STUCCO APPLICATION OF HI -RIB FELT COVERED BACKED DIAMOND RIBLATH (3 PART LIVING BROWN AND SKIP PORCH TROWELFINISH.SCRATCH, CMU BLOCK COLUMN �13AAPORCH COLUMN SCALE:314" = V-0" 0 1' 2' 3' M FIRE STOPS NOT TO EXCEED 8'-0" CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING SIZE AND REINF. ROBERT F. SONBERG ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 CELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERGARCHITECTAND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. PATTERSON RESIDENCE 191 EL SITO CT. PORT ST. LUCIE, FLORIDA iEVelE ED FOR C-E COUNTY MK I DATE I DESCRIPTION PROJECT NO� 19-516.19 ISSUE DATE: JUNE 27TH, 2019 DRAWN BY: RFS CHK'D BY: RFS 1.mll I► • A5m I Q SHEET 7 OF 9 w W ARCHITECTURAL: 1) CONSTRUCTION TO BE AS PER THE "FLORIDA BUILDING CODE" 2017 61' EDITION AND ST.LUCIE, FLORIDA CODES AND ORDINANCES. 2) BUILDING CONTRACTOR TO COORDINATE WORK WITH ALL TRADES. 3) BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT (t THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED. 4) SUBMIT (3) COPIES MINIMUM, OF THE REQUIRED SHOP DRAWINGS TO ARCHITECT. 5) THESE PLANS AS DRAWN REFER TO THE "MANUAL J" & "FLORIDA ENERGY CODE" FOR R-VALUE AND TYPE OF INSULATION AND SIZING OF MECHANICAL SYSTEMS. 6) BUILDING CONTRACTOR RESERVES THE RIGHT TO SUBSTITUTE ITEM WHICH IS EQUAL OR BETTER THAN ITEM SPECIFIED ON THESE DOCUMENTS WITHOUTANY WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICAL SHALL BE SUBMITTED TO SAID BUILDING OFFICIAL. 7) BUILDING CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8) CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO BUILDING CONTRACTOR. 9) WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. - lo) ALL WINDOWS AND DOOR SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE AS WELLAS WIND LOAD CAPACITIES. 11) TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR ROOF TRUSS DESIGN AND APPROVAL. INCLUDING (2) SETS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. 12) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD AS PER CODE. 13) ALL INTERIOR PARTITION WALLS TO BE 4" THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED. 14) ALL INTERIOR CEILINGS ARE 5/8" THICK GYPSUM WALLBOARD. WALLS TO BE 1/2" GYPSUM WALLBOARD. 15) CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE. ELECTRICAL NOTES: 1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED. 2. WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUALAMPACITY. 3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION. 4. VERIFYALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND LJNITS. C 6. PROVIDE NON-FUSEIBLE GENERAL DUTY SAFETY SWITCHES ATAIR CONDITIONING EQUIPMENT AND AT PUMPS NOT Q VISIBLE FROM CIRCUIT BREAKER PANEL. LL 7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS. U8. ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE 'UL' APPROVED AND AS SELECTED BY OWNER. It 9. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND TV OUTLETS AS SHOWN ON PLANS. O 10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTIGALS ON EACH CIRCUIT. Q Ln m 11. ALL RECEPTACLES AT COUNTERS SHALL BE GFI PROTECTED. r CL 12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8 CN m 13. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP AND SHALL BE WIRED IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY. _rn �p 14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPACLE ANd LIGHTING OUTLETS IN BEDROOMS SHALL BE PROTECTED BYARC-FAULT CIRCUIT INTERRUPTERS. 15. ALL SWITCH PLATES INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTFD. f9 PLUMBING NOTES: ELI a) 1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT TO INSTALLA COMPLETE AND OPERATING SYSTEM. Z3 U 2. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS AS PART OF HIS BID. H LL ( 3. THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL 07 WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORKACCEPTANCE. 00 0 4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (3/4" COPPER PIPES) BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER 00INITIAL LO DIAGRAM), AND WATER PIPES. 5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES. m N 6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER DIRECTIVE. 7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH LO TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES rn INTO WHICH THEYARE INSTALLED. F_ F- 8. WATER PIPES SHALL BE OF TYPE 'L' COPPER FOR PIPING ABOVE GROUND ANY TYPE 'K' FOR PIPING W BELOW GROUND WITH WROUGHT SOLDER FITTINGS. 0 O 9. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE 'W ARMAFLEX AND d TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. 10. EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF %- PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH''%" ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING. DO NOT Q TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. U = 11. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT. U 12. WRAP ALL RISERS WITH APPROVED EXPANDING SEALANTAT PENETRATION OF SLAB. 13. SANITARY PIPES SHALL BE PVC (SCHEDULE 40) APPROVED BY FLORIDA BUILDING OFFICAL HAVING JURISDICTION. 15 a) 14. WASTE AND VENT SANITARY PIPING SHALL SLOPE''/4" PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR =3 OTHERS. U O 0 15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100PSI FOR A MINIMUM OF ONE HOUR 1 ANY LEAKS DETECTED TO BE RE -SOLDERED. LL 16. SANITARY PIPING SHALL BE FILLED WITH FIVE (5) FOOT HEAD OF WAVER AND SHALL STAND UNTIL THE INSPECTION u IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST. L cn 17. ALL BACK FILLAND EXCAVATION AS REQUIRED SHALL BE PART OF THIS CONTRACT. 0 CU STRUCTURAL: REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE 'N'WITH MINI NUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELSAS NECESSARY. MORTAR TYPE'M' PER ASTM C 270. a. PUMP MIXES: i. PUMP MIX FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C 476. ii. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER/ARCHITECT. iii. ALL GROUT SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. iv. THE USE OF ADMIXTURES IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. b. REINFORCING: i. VERTICAL: 1. ASTM A615 PER REINFORCING SECTION (GRADE 60) 2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 3. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF '/4" FROM THE MASONRY. 4. VERTICAL REINFORCING SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN AS DEPICTED ON THE FOUNDATION PLAN. 5. VERTICAL STEEL REINFORCING EACH SIDE OF OPENINGS, IN REQUIRED AREAS, SHALL BE CONTINUOUS TO THE TIE -BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. ii. HORIZONTAL: 1. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING AND BEAM SCHEDULE. c. GENERAL: i. ALL REINFORCED MASONRY WORK SHALL CONFORM TO ACI 530.1-L.A.E./ ASCE 6-L.A.E. "SPECIFICATIONS FOR MASONRY STRUCTURES" (FM = 1900PSI) STRUCTURAL: 1. CONCRETE SHALL CONFORM TO ASTM C94-L.A.E. FOUNDATION AND SLAB TO BE 2500 PSI MIN COLUMNS AND BEAMS TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED OTHERWISE). ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-L.A.E & ACI 301-L.A.E. ALL CONCRETE MASONRY SHALL BE IN ACCORDANCE WITH ACI 531-L.A.E. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: a. SLABS ON VAPOR BARRIERS - W b. BEAMS AND COLUMNS - 1-1/2" c. FORMED CONCRETE BELOW GRADE -2" d. UNFORMED CONCRETE BELOW GRADE - 3" 3. TYP. CONCRETE SLAB TO BE 2500 PSI 4" THICK MIN. W/ 6X6 10/10 W.W.M. ON 6 MILL POLYETHYLENE VAPOR BARRIER SHEETS TO OVERLAP 6" MIN AND TAPE JOINTS ON CLEAN FILL COMPACTED TO 2500 PSF @ 95%VAPOR BARRIER TO BE LAID IMMEDIATELY AFTER TERMITE SOIL TREATMENT DENSITY. 4. STEEL PLACEMENT AND DETAILS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CRSI UNLESS OTHERWISE NOTED. 5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED FOR COLUMN, DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE REINFORCING AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE. 6. VERTICAL CELLS FOR MASONRY TO BE. PUMP MIX FILLED AND SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. CLEANOUT SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" DESIGN BASED ON TIMBER WITH 1100 PSI FB. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER (U.O.N) DESIGN BASED ON WOOD WITH MINIMUM Fb=1100 PSI. 9. HEADERS TO BE (2) OR (3) 2X12'S WOOD FRAME BASED ON WALL THICKNESS. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1760 KSI OR BETTER AS DETERMINED BYAN APPROVED LUMBER GRADING AGENCY. 10. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: a. SHAPES, PLATES AND ANCHOR BOLTS-A36-81 b. A MACHINE BOLTS -A325 - L.A.E. c. TUBULAR-A500-L.A.E. AGRADEB(46KSI) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.WS A5.1 310XX. 12. FOUNDATION REINFORCING SHALL BE LAPPED 48 BAR DIA. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS (OUTSIDE OF CORNERS ONLY) SAME SIZE AS HORIZONTAL FOUNDATION REINFORCING. NOTES: 1. IN THE EVENT OF MISSING DOWELS: EMBED #5 BAR MIN 8" INTO CONCRETE FOOTING AND EPDXY W/ "EPCON" EPDXY. LIMIT (2) MISSING BARS PER HOUSE MAXIMUM. NOTIFY ARCHITECT IF MORE THAN (2) BARS ARE REQUIRED. 2. THE ARCHITECT HAS PROVIDED BOTH EDGE LINE DIMENSIONS FOR MASONRY OPENINGS AND CENTER LINE DIMENSIONS FOR DOWEL PLACEMENT. CONTRACTOR IS TO VERIFY DIMENSIONS WITH WINDOW AND DOOR MANU- FACTURER PRIOR TO CONSTRUCTION. FRAMING: 1. THE TRUSS LAYOUT SHOWN IN PLANS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPER -STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GIRDER TRUSSES BEARING POINTS, ETC.) TO BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE. 3. STRUCTURAL REVISIONS, FINAL SIGNELJ AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. A 1 4. TRUSS DESIGNER MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN LINTEL: 1. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE STRUCTURE INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES ARE MINIMUM 24 INCHES. 2. CONCRETE FOR COLUMNS AND BEAMS SHALL BE 3000PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. A SINGLE FILLED CELL CONCRETE BLOCK IS REQUIRED AT ALL OPENINGS UP TO 6' AND DOUBLE FILLED CELL OVER 6'. (SEE COLUMN SCHEDULE AND FOUNDATION PLAN FOR LOCATIONS). 4. 8" TYPICAL 4" MINIMUM BEARING IS REQUIRED FOR ALL LINTELS. TRUSS AND GIRDER: 1. LATERAL FORCES DUE TO GRAVITY LOADING CALCULATED TO RESIST WORST CASE. 2. CONTRACTOR SHALL USE CONNECTIONS SPECIFIED OR FBC APPROVED EQUAL. 3. TRUSS SHOP DRAWINGS SHALL INCLUDE TRUSS TO TRUSS AND TRUSS TO GIRDER CONNECTIONS W/CAPACITY TO RESIST ALL APPLICABLE VERTICAL AND HORIZONTAL REACTIONS. ROOF SHEATHING: 1. ROOF SHEATHING SHALL BE 19/32"APAEXPOSURE 1 C-D SHEATHING GRADE PLYWOOD. PANELS INSTALLED AS PER FBC. 2. ALL ROOF SHEATHING FASTENED AS "END ZONE" TO ROOF FRAMING W/ 8d "RING SHANK" NAILS AT 6" O.C. 4" O.C. AT PERIMETER. IkOBERT F. SONBERG ARCHITECT 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. 00 a NQ.6?80 4 C Q LL - 00 It O_ ¢ m m N .a CO (u a C a) U LL d U) 00 O m LO m N — l() U) U W O a C) U_ `s 2 U 3 c a) E U O 0 U) LL a) M) U 3/4" DIAM PVC EMPTY CONDUIT TO ATTIC "JB" 200 AMP MAIN PANE A" NEMA 1 PANEL W/ (2�oon O MAIN DISC 10K A.I.C. (3) #3/0 AWG THW CU IN 2" RIGID CONDUIT Y /n OVERHEAD SVC. W/WEATHERHEAD (3) #3/0 AWG THW CU IN 2" RIGID CONDUIT ELECTRICAL RISER DIAGRAM SCALE:1/4" = V-0" 0 2' LLETRICAL LEGENC) RECES5ED (HIGH HAT) LIGHT FIXTURE VAPOR PROOF LIGHT DATA PRE WIRED CAN JACK AC SUPPLY REGISTER AC RETURN REGISTER SYMBOL DESCRIPTION DUPLEX RECEPTACLE @ 12" A.F.F. DUPLEX RECEPT. UNDER COUNTER, GFVWP DUPLEX RECEPTACLE GRID. FAULT CURRENT WATERPROOF © 1171 GFI/C DUPLEX RECEPTACLE COUNTER HEIGHT KEYLESS W/P.G &RECEPT �j JUNCTIofA BOX FIREALARM EXHAUnT FAN NEW EMERGENCY LIGHTS INTERCOM VOLUME CONTROL EXIT LIGHT SPRINKLER HEAD DISCONNECT SWITCH �A -q1y QUADPLEX RECEPTACLE DUPLEX RECEPTACLE TOP RECEPT. SWITCHED F DED. SINGLE POLE APPLIANCE RECEPT 48" A.F.F. 0 220 VOLT RECEPTACLE @ 12" A.F.F. GFI FLUSH FLOOR DUPLEX RECEPT. IC SINGLE POLE SWITCH ® 3 THREE WAY SWITCH FOUR WAY SWITCH D DIMMER SWITCH E:::p os OCCUPANCY CONTROL SENSOR ELECTRICAL PANEL UNDER CABINET MINI HALOGEN LIGHT METER BY FLORIDA POWER & LIGHT METAL HALIDE LIGHT - WALL MTD. 175 W R3 a THERMOSTAT FLUORESCENT LIGHT FIXTURE FAPS FIRE ALARM AND PULL STATION TELEPHONE JACK ®FLUORESCENT LIGHT FIXTURE W/ EMERGENCY LIGHT ' ELECTRICAL NOTES: ALL RECEPTICALS TO BE TAMPER PROOF ALL BEDROOM, LIVING, FAMILY DEN, LIBRARIES ROOMS ETC TO HAVE RECEPTACLES THATARE ARC- FAULTPROTECTED ALL LUMINARIES SHALL COMPLY410.73.G. NEC BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS ISO AMP 1.0,010;t�8.��::. FEL T IC '1� j'1 v,i. G;f C'I�..�.. DESCRIPTION WIRE BR'KR CONDUIT LOAD # DESCRIPTION WIRE BR'KR CONDUIT LOAD 1 A/C COMP #1 #10 2/30 1" — 2 IR HANDLER #1 3.8K H.S. @ 100% #6 2/50 1" 3,800 3 4 5 RANGE #6 2160 - 12,OOC — 6 DRYER #10 2/30 1/2" 5,000 7 8 9 SMALL APPLIANCE (GFI) #12 1/20 1/2" 1,50C 10 LEC WATER HEATER 50GAL. #10 2125 1/2" 4,500 11 SMALL APPLIANCE GFI #12 1/20 1/2" 1,50C 12 13 SMALL APPLIANCE GFI #12 1 1120 1/2" 1,50C 14 GFI RECEPTACLES #12 1/20 1/2" 1,080 15 GENERAL LIGHTING #14 1/15 1/2" 90 16 REFRIGERATOR #12 1/20 1/2" 1,200 17 GENERAL LIGHTING #14 1/15 1/2" 90 18 NASHER #12 1/20 1/2" 1,500 19 GENERAL LIGHTING #14 1/15 1/2" 90 20 :,ARAGE DOOR OP'NR #12 1/20 1/2" 325 21 GENERAL LIGHTING #14 1/15 1/2" 90C 22 EILING FANS #14 1/15 1/2" 800 23 MICROWAVE #12 1/20 1/2" 1,20C 24 3FIC #12 1/20 1/2" 1,080 25 DISHWASHER #12 1/20 1/2" 1 1,20C 26 27 GARBAGE DISPOSAL #12 1 1/20 1/2" 1 60C 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAUVA 23,10 TOTAUVA 19285 BUILDING SQ. FT. 114 Q.FT. 861 ER CKT x 3WATTS/SQ.FT. L.L4.41NATTS DIVIDED BY NO. OF GENERAL LIGHTING CIRCUIT LOAD CALCULATIONS: 1ST 10,000W @ 100%= 10,000 WATTS REMAINDER @40%= 12,954 WATTS AIR HANDLER H.S.= 3,800 WATTS VAN=AMPS: 26,754 WATTS 111. MpS USE: 20 Mp5 / QDT F QD -1 (ID F o � DW IQ LL LL " — FI/C / moo i / KITCHEN I / GFI/C ' s D Uil/1 fALeipyi vWA III II I ramIems I ENTRY CAROORTE I n ELECTRICAL PLAN SC:AI F• VA" = 1'-n" METER/DISC COMBO -- 24" T.B.'S MASTER BEDROOM SD � INI \ I �. HALL �� SD \ PDR. RM../ 2B. / M/ W -A h SD / O BEDROOM #2 ZOBERT F. SONBERG \RCHITECT 13 BENT TREE DRIVE 'ALM BEACH GARDENS, FL 33418 MAIL: rfsonberg@gmail.com HONE: (561)691-9277 F1 I • ilr 1rl rn_uQEC COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF SAID ARCHITECT. v �P�E°°Fee°FC CRJJ J � J r J e NQJ.680 r F"° s I �� • °V V egEp aaataaaa��� PATTERSON RESIDENCE 191 191 EL SITO CT. PORT ST. LUCIE, FLORIDA MK I DATE • COUNTY DESCRIPTION PROJECT NO: 19-516.19 ISSUE DATE: JUNE 27TH, 2019 DRAWN BY: RFS z CHK'D BY: RFS Q J PERMIT NO. ### a_ J Q El mO V SHEET 9 OF ]LLJI L1J 1 3 5 c B i, Ll. u. LJ LIf ' V, lI; ciw Llcd C•�d OA r i C9: T' V 1.61 CL.. SIZE CAII�J R.O. TYPE i DETAILS ID QTY 7WINDOW ELE'W', WID x HGT MODEL FRAME ;HEAD JAMB •SILL ZON„'T 7WL NOTES/REMARKS WID. HGT. A 2 El 3' 5'-2" 3'-2" x 5'-4" SINGLE VINYL 1C 2C 3C 4 +37°9/ YES HUNG +41.4 w B 1 2' —8" 3'-2" 2'-10" X 3'-4" SINGLE VINYL 1C 2C 3C 4 +41.9/.4 YES HUNG + I1, C 2 3"-11 1/2" T-11 1/2"" 4'-'1 1/2" x 4'-1 1/2'" SINGLE VINYL 1C 2C 3C 4 +37.9/ YES HUNG +41.4 Di6s;;l"R FRAME DII:.TAILS WIND ID QTY. ELIE''I,/ — AREA IMPACT ZONE NOTES/REMARKS W HT I THK MXTL GLZ WID THK HEAD JAMB SILL E SEA LOAD D1 1 3 6-8 0'-1 3/4" FIBER 20.00 0"-11/2" 0'-4" 1B 2B 3B YES 1 4 +38.7/ GLASS -42.0 a19au Ipl D2 1 3' 6'-8" OVA 3/4" FIBER 20.00 OVA 1/2" 0'-4" 1B 2B 3B YES 11 4 GLASS -42.0 -42.0 udi D3 1 3' 6'-8" 0'-13/8" MASONITE': 20.00 0'-3/4" 0141 1A 2A 3A IIYI D4 1 3' 6'-8" OVA 3/8" MASONITE 20.00 0'-3/4" 0'-4" 1A 2A 3A D5 1 2'-8" 6'-8" U-13/8" MASONITE 17.78 0'-3/4" 0'-4" 1A 2A 3A na D6 1 I.i 2 8 6'-8" 0'-1 1/4" MASONITE � 17,78 , 0`-3/4" ' 0'-4" 1A 2A 3A D6 1 2'-8" 6'-91 U-1 3/8" MASONITE. 17.7r1 U-3/4" 0'-4" 1A 2A 3A D7 2 3' 6'-8" OVA 3/8" MASONITE 20.0f.:i 0'-3/4" 0'-4" 1A 2A 3A D8 1 ,. 2' 4" 6'-8" 0"-1 1/3" LOUVER 15.5E3 - 0 3/4 0 -4 " 4D 5D 5C siI fill l' D14 1 i 3' 6'-80 p 20.DCI p' 0' „� FLO(�-,)R PLAN 0 2' 4' 8' �Lsmi OBERT F. SONBEF'G IRCHITECT "s BENT TREE DRIVE ,LM BEACH GARDENS, FL 33418 h;TAIL: rfsonberg@gmail.com HONE: (561)691-9277 1= I • (SF1MAO—CFTC COPYRIGHT 1AOJERIALSHOWN HEREIN IS THE COPYR113H "ED PROPERTY OF ROBERT F. SONBERG ARCHII" i9:CT AND AS SUCH SHALL NOT BE REPRODUCED IN WI —POLE OR IN PART WITHOUT THE WRITTEN PERMISSIIOI'-G OF SAID ARCHITECT. 'ATTERSC111N _I E SIDENC.' E 191 191 EL SITO C-1 . PORT ST. LUCIE, FLORIDA FOR CIE COUNTY N11K I DATE I DESCRIPTIOI'-°I P'RDJECT NOj 19-516.19 ISpUE DATE: JUNE 27TH, 2019 DR,kWN BY: RFS CHID BY: RFS S1­1EET 4 OF 9 BRIAN BLEAK �T�E copy :REVIEWED FOR �0012 COMPLIANCE 37LUCIE COUNTY ROCC Digitally signed by BRIAN M. BLEAKLY DN: c=US, st=Florida, I=Fort Pierce, o=Southern Truss Co., cn=BRIAN M. BLEAKLY, Date: 2019.09.25 14:46:59 -04'00' .co x0\11111 �� �` N""GEN' STATE E> t OR OCT 2 2019 Permitting Department St. Lucie County, FL SCANNED BY St Lucie County Truases shown on this layout are a cornponent port of the building and show trues location. Proper erection, temporary and permanent bracing design aye the mpasNlNy of the building derg�er a his engineer . Lateral bracing shown an md�M o I f=*rugs must be placed during the APPROVED TRUSS ANCHOR BY BUILDER 24 MINIMUM TOP and BOTTOM CHORDS SQUARE CUT OVERHANG It UNLESS NOTED OTHERMSE 19 TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE t) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN, 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND MLL BE ACCEPTED UNLESS SI'EOFlCALLY AIJTHOR12ED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE AN sparing Is 2e (LG, except as noted. AN wale shorn are bearing except as noted. NI valleys calculated with sheathing under. Number of girder plies to be determined by engnewing, DD N07 OUT OR ALTER 1WJM w/o AU7HONZAA@U FROM THIS OFFICE Labeling busses Is a e vkt not a requirement Engineered dre*gs euparaedr IdwUng of busses It is the reeponwity d the builder to utlim engineered drawhge when emUng traeess WARNING s sum o curate a nE mars essU. SIWL BE HMO ss RFASKAKE ONE Wes; FRfmpl M PWsgrr W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONECTIONS H TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE c) CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SEEM, EM, NO Z HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL RFACIM FOR PROPER COMLECDOMS 5 e< m r0' rU' a ro' ro' r(r 1' 70' r0' r r 2'0' a rIT' 2'0" � � N b N 6" ,' 10 b N b N b iN b N b b N N b b N N ,' 7 112" b T1 N IS b b Ti60 N b n b 0 m T1 V N b b H1 N IN b b N N a N H3 N N N N b b H N N b b N N 1' 10 5m b b Hr00..0. A)N b N b N N Eo N b b b b b b 2' 0" 1. 1 1' 4' 2' 0" N 0 0 r i'S" 11r1r1r „• „" 30' W 1R' 4' REVISION FILE CONY HEVIEWED FOR MODE COMPLIANCE ST. LUCIE COUNTY B cc SHOP DRAWINGS REVIEWED AND APPROVED ROBERT F. SONBERG C SCANNEL) 0Y at. Lucietauutyiy Trunn diamn an the layout are 0 0mpned: part of The building and show toes Iucden. Proper section, tonpaary and pemamnt bracing deign are the raspWOMy of Bs baking dmisw or No sMmr . Lateral bm ft drown an udiddual true drawings must be placed during the section aaoedre. APPROVED TRUSS ANCHOR BY BUDDER 2e4 MNINUM TOP and BOTT011 GHORD5 SQUARE LILT OVERHANG 12 UNLESS NOTED OTNERwm TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE MILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VMnCATION OF ALL DIMOOOPIS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLAOEMENT PLAN. 3) RECEIPT AND USE OF *M-IN Sl mrary Sheet OOMMENTARY and REOOMMEHDATIONS for HANDLING INSTALIINC h BRAOING METAL PLATE CONNECTED WOO TRUSSES' (TPQ. 4) NO BACK CHARGES OR CRANE CHARGES OF ANY IO D MILL BE ACCEPTED UNILM SPECFICALLY AUTHORIM IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All gmdng Im 24 O.G, eNorpt as noted. A 1Me drown are bearing, except a noted. All va edaulaGd VIM dter Number of d r plan to be detmfmd by errpineering. DO NOT OUT OR ALER MMES W/o AU111aeI M RM TM WROE. Lobeft busses Is a ow*% not a requkeront. Engineered dry spsoede IabdYg of Enseew N Is the raepar"ty >f the bu➢dr to ulnae engineered drawings when erecting trann. WARNING mrNL r wwm rs reswrrac eve new ne:wal m Rove TRUSS OOI&ANY SUFF1 S ONLY TRUSS 10 TRUSS OON&C110R5. TRUSS OOYPANY MLL SUPPLY ALL TRUSS TO TPo1SS HARDWARE OCNNECRONS FOR REACINMS UNDER SOOO POUND F'OR AL REACR NIS GREATER RAN SODD PCINOS, OR SIONED. NO HANGER R SUPRIED. _AM-10 IM an MAINLY MOM P Ae : tAw and Led ondim Ferlr : ID Nee M W : -ZL-fL ��`80rTl r 7Rm f" Ae4-0e0 �o�c�oa mm% arc. Riel N. Kkw Hwal rot Plmm n 3mi