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HomeMy WebLinkAbout1318 Williams Ave 18-3380 (a) NEW SFHCITY OF S,,kNFORD FIfiE DEf'ARTi14Ei%T Ll �� T � L Building & Fire Prevention Division P.C[WIT APPLICATION A plication No: /5/7i/.0,0 Documented Construction Value: $ Job Address: 1318 Williams Ave Sanford, Florida 32771 historic District: Yes❑No F✓ Parcel ID: 36-19-30-515-OG00-0330 Residential✓ Commercial[] 'Type of Work: Ne4l Addition[—] Alteration Repair Demo ❑ Change of Use❑ Move Description of Work: Reconstruction of New Home Plan Review Contact Person: Keith Owens Phone: 407-388-5820 Fax: 866-674-1239 Name Jane Hill Street: 13189 Williams Ave 'title:VP of Operations Email: kowens@bsefl.com Property Owner Information City, State zip: Sanford, Florida 32771 Phone: Resident of property? : Owner Contractor information Name Blackstreet Enterpises Street: 14338 Hampshire Bay circle City, State zip: Winter Garden, Florida 34787 1'11onc: 407-388-5820 Fax: 866-674-1239 State License No.: CGC-1509119 Architect/Engineer Information Name: Robert Sonberg Street: 113 Bent Tree Drive City, St, zip: Palm Beach Gardens, FI 33418 Bonding Company: Address: N/A Phone: 561-460-5632 Fax: n/a E-mail: rfsonberg@gmail.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVE' MENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST DE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulatirtg construction in this jurisdiction. T understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: G°i Edition (2017) Florida Building Code Revised: January 1, 2018 SV Permit Application 16-435 EXTERIOR VIEW 2 SCALE:100.33 RECORD COPY ENGINEERING DATA FLORIDA BUILDING CODE 6`1 EDITION 2017 S-1 INTERNAL PRESSURE COEFFICIENT 0.18 CI -318 2010 10. 0" — WIND LOAD DURATION 1 NEC 2014 BUILDING CATEGORY. II LIMATIC AND GEOGRAPNI DESIGN EXPOSURE: C DETAILS IND VELOCITY: (3SEC GUST) 139 MPH ultWEATHERING: NEGLIGIBLE WOOD FRAME BASIC WIND SPEED 108 MPH asdTERMITE: VERY HEAVY MEAN ROOF HEIGHT <15 FT. WINTER DESIGN TEMP: 45DEG. IMPORTANCE 1.00 CLIMATIC.AND GEOGRAPHI - DESIGN PRESSURE COEFF (q) 30.1 PSF CONDITIONS TO BE VERIFIED FOR 29.3?' \ STABLE GRADE. ANY UNSUITABLE SOIL MINIMUM SOIL BEARING CAP. 2000 PSF TO BE REMOVED AND REPLACED WITH o CLEAN COMPACTABLE FILL TO BEARING ALUE SHOWN NOTES: CONSTRUCTION MATERIALS: FLAME SPREAD RATEI SMOKE DEVELOPED (1) CERTAINTEED GYPSUM BOARD (2) INSULATION WALLS GYPSUM BOARD (1) 10-15 0 EILINGS GYPSUM BOARD (1) 10-15 0 INSULATION FIBERGLASS (2) REVIEWED POR CODE COMPLIANCE PLANS EXAMINER Q•2G.cg DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE C.1URarciBnh�AmhlCad 14 PmIRan118-489-14 COMPACTION TEST REQUIRED Results to he Verified ut Slab Inspection /11" BUILD/` C SANFpRp ROBERT F. SONBERG ARCHITECT 113 Bent Tree Drive Palm Beach Gardens, FI. 33418 -, PH: (561)-691-9277 CELL: (561)460-5635 LFFTTCurrant Plan%18-484.24 3BR-9B-('.ARPf)RT I FFT rAn SITE DATA HOUSE LIVING AREA: 1103.30 SQ. FT. GARAGE 241.2 SQ. FT (COVERED ENTRY 57.50 SQ.FT. TOTAL Ti•T OTAL IMPERVIOUS AREA-.= OTAL PERVIOUS AREA-.= 1402.00 SQ. FT 3802.5 SQ. FT. 0.50% 0.50% HOUSE DATA BEDROOMS: 2 BATHROOMS: 2 TOTAL UNDER ROOF: 1402.00 SQ. FT IDEWALKS/DRIVEWAYS: 502.75 SQ. FT TORIES: 1 UILDING CLASSIFICATION R2 PE OF CONSTRUCTION: TYPE VB 3BR=2BA=CARPORT 1318 WILLIAMS AVENUE SAN FORD, FLORIDA 32771 E ❑ SET 8- N017829 "W 55.00'(P&M) & CAP LB R7 08 ° x x x x x x x x x x VARIENCE REQUESTED N \ 10.00' \ 20" BUILDING \ PROPOSED SETBACK LINE N PROPOSED PROPOSE \ �\ARAGE I g COVERED RCH �/J11 n / 12.33'— J C j - - - - 30�' BUILDING SETBACK VNE - z g��o P ago g PROPOSED 11' r T CONCRETE DRI VEWA w y V p 0 0 S � JJ � i SO 178 2 "E 55.00'(P&'M) ra �- 1318 WILLIAMS AVE " fWMAMS AVENUE LEGAL DESCRIPTION (30" RIGHT--OF-WAY AfDTN (P)) LOT 33 BLK G A D CHAPPELLS SUBD o� PB 1 PG 71 SITE PLAN 4 SCALE: 1 " = 10' ID Name Published A0.0 COVER SHEET S-1 FOUNDATION PLAN \..�� S-2 10. 0" — x A-1 FLOOR PLAN A-2 EXTERIOR ELEVATIONS A-5 DETAILS A-5.1 DETAILS/ SECTIONS PROPOSED 1 S� RY -� E-1 CONCRETE BLO i RESIDENCE f7NISHED FLOOR EL.\ 29.3?' \ o z ......:: —— 10.0� \ N PROPOSED PROPOSE \ �\ARAGE I g COVERED RCH �/J11 n / 12.33'— J C j - - - - 30�' BUILDING SETBACK VNE - z g��o P ago g PROPOSED 11' r T CONCRETE DRI VEWA w y V p 0 0 S � JJ � i SO 178 2 "E 55.00'(P&'M) ra �- 1318 WILLIAMS AVE " fWMAMS AVENUE LEGAL DESCRIPTION (30" RIGHT--OF-WAY AfDTN (P)) LOT 33 BLK G A D CHAPPELLS SUBD o� PB 1 PG 71 SITE PLAN 4 SCALE: 1 " = 10' ID Name Published A0.0 COVER SHEET S-1 FOUNDATION PLAN S-2 ROOF FRAMING x A-1 FLOOR PLAN A-2 EXTERIOR ELEVATIONS A-5 DETAILS A-5.1 DETAILS/ SECTIONS A-6 SPECIFICATION E-1 ELECTRICAL PLAN ti OF 1 r NO. 620 7 lIJ6 Is Y rr COVER SHEET 7/25/2018 A0.0 c Q I- LL. w I I-- ry O n Q U ED n% Ill m 0) ('q 0) Co d' co W L U L� W J W 0 Q Iry C� Q m N fY co G) r VI cc d' cc r V) U c L- n cc G L a c m U. L U, PLUMBING RISER DIAGRAM NOTE: PROVIDE CLEANOUTS AT BASE OF ALL VENT STACKS �i F O�rTO SECTION -1 cr,Ai P- ira° = Tn- (3)# 5 CONT (1) -TOP (2) BOTT. ,I � ', 00 1 (O ��41F IE.t.Yf 4t44y4k Fe4EFoFI€II? (�(� *iEilEi'Elli�� ! EIE tt.IEPE {E ln'l�� - $' 1 �® m FOOTINGS MONOLITHIC SGALE:1/4" = 1'-U" L ffil 0-0 II Fil III Fil III I II OBERT F. SONBER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmaii.com PHONE: (561)691-9277 ELL:561_ 460-5635 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. _ r NO. 80 Ir T' � ft�Z�lC4`L�L 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 MK I DATE DESCRIPTION PROJECT NO. 16-435-19 ISSUE DA-rE: 6-30-18 DRAWN BY: RFS CHK'D BY: RFS : Ul S-1 SHEET 2 OF 9 Q. 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L-1 51-1011 PRECAST 8F16 1T/1 B 700/PLF 4360/PLF 700/PLF 2093/PLF L-2 4'-611 PRECAST 8RF141T/113 700/PLF 5206/PLF 700/PLF 2525/PLF RECESSED L-3 41-611 PRECAST 8F16 1T/1 B 700/PLF 6113/PLF 700/PLF 2724/PLF L-4 41-611 PRECAST 81`16 1T/1 B 700/PLF 6113/PLF 700/PLF 2724/PLF L-5 71-611 PRECAST 8F16 1T/1 B 700/PLF 2661/PLF 700/PLF 1634/PLF L-6 41-6" PRECAST 8F16 1T/1 B 700/PLF 6113/PLF 700/PLF 2724/PLF L-7 4'-6" PRECAST 8RF141T/113 700/PLF 2992/PLF 700/PLF 2525/PLF RECESSED L-8 10'-6" PRECAST 8F201T/1B 400/PLF 2093/PLF 400/PLF 1185/PLF L-9 12'-011 PRECAST 8F12 1T/1 B 400/PLF 873/PLF 400/PLF 723/PLF L-10 5'-10" PRECAST 81712 1T/1 B 400/PLF 4360/PLF 400/PLF 2093/PLF ROOF AREA: = 1104.25 SQ.FT ROOF AREA/300 = ROOF PERIMETER:= 151 1L.F. REQU AREA UPPER AND LOWER VENTS: LOWER VENTS CERTAINTEED ALUM. VENTILATED TRIPLE 4" CTR.VENT N.F.A/SQ.FT= UPPER VENTS SEMCO(6') = 165 SQ.IN NFA= (4) = 105 SQ.IN NFA= UPPER VENTS REQ'D = AREA/NFA:= 3.68 SQ.FT. 1.84 SQ.FT 2 IN/SF= 2.09 SQ. FT 165 SQ.IN. 105 SQ.IN. 1.88 SQ.FT ROOF FRAMING SCALE:1/4" = 1t-0" ROBERT F. SONBER ARCHITECfi 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. SU B N ERG ARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWI•fH0 UT THE WEN " Z f fEN PERMISSIUN OF SAID ARCHITECT. 0 ^ �,�R•( F S pN� p� �1 P% J N676280 o 4r c <, =CTORS 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 2" 2" 7 SLIDING 5LASS DR. (BEYOND) B24 B24 KITCHEN ELEVATIONS 6 �� Jr SCALE:3/8" = 1'-0" W3612 I�n ; W1530 W2430 REF ❑ D.W. mm W3624 I W3030 FORMICA COUNTER & BACKSPLASH DB15 SB36 B30 © DRYWALL SOFFIT a B15 B15 18-487.19 KITICHEN 7 SCALE: 3" IWIDTHI 0 HEIGHT I SCHEDULEWINDOW HEAD ]AMB SILL PRESSURE ►�i�i�i ►�i�i�i ►�i�i�i MFR MODEL/ STRUCT_ A S-11/2" 5'-3" 16.69 SH25 1D 2D 3D +26.4/-35.2 5 NO EGRESS B S-11/2" 5'-3" 16.69 SH25 1D 2D 3D +26.4/-35.2 a B15 B15 18-487.19 KITICHEN 7 SCALE: 3" IWIDTHI PRODUCT APPROVAL AFFIDAVIT - WINDOW AND DOORS; HEIGHT I SCHEDULEWINDOW HEAD ]AMB SILL PRESSURE ZONE MFR MODEL/ STRUCT_ A S-11/2" 5'-3" 16.69 SH25 1D 2D 3D +26.4/-35.2 5 NO EGRESS B S-11/2" 5'-3" 16.69 SH25 1D 2D 3D +26.4/-35.2 5 NO EGRESS C S-1 1/2" 5'-3" 16.69 SH25 1D 2D 3D +21.8/-23.6 4 NO EGRESS D 3'-0" 4'-0" 12.00 SH34 1D 2D 3D +21.8/-23.6 4 NO T-0" D 4'-6" 4'-0" 18.00 SH34 1D 2D 3D +21.8/-23.6 r4 I NO 0'-1 1/2' Lc( L-_ INTEGR SHOWE PAN AN SURRO FLOOR PLAN PRODUCT APPROVAL AFFIDAVIT - WINDOW AND DOORS; 01 DESIGN PRESSURE BASED ON 139MF-IH (Ult) PER 2017 FRC 03 TYPE MFR MODEL/ STRUCT_ GLAZING ATTACHMENT APPLIED WIND PRESSURE (WORST DESIGN IMPACT MIAMI•DADE PROD APPROVAL 15 REMARKS SERIES T-0" 2'-8" 6' 0" CASE PRESSURE PROTECTION APP.#/FBC 2'-8" 2'-8" 5'-0" 2'-8" 5'-0" 6-011 5'-0" (7)1/4" TAPCONS JAMB (4) 1/4" TAPCONS 0 SIZE HT 6'-8" 6'-8" 6'-8" ENTRY DOOR THERMO TRU SMOOTH STAR MASONRY N A HEAD (4) 114" TAPCONS SILL MIN EMBED TO BE 1-1/2" JAMB START 4' FROM TOP (+25.2/ 27.4) (+75.0/-75 01 NIA FL15225 5 NIA T-0" THK 0-11/2 0'-1 1/2" AND BOTT 16" FIELD MAX 0'-11/2' 0'-1 1/2" 0'-11/2' 0'-1 1/2' 0'-1 1/2' 0'-1 1/2 0'-1 1/2" 0-11/2 SERIES 0'-1 1/2" 0-1 112" ANCHOR TYPE IS 1/4" TAPCONS MIN, AREA 24.57 22.26 40.00 19.13 SINGLE HUNG ANDERSEN 2900/4900 19.13 19.13 EMBED 1-3/8" THRU 1x PT BUCK HEAD 19.13 36.84 41.63 34.88 67.38 w WINDOW WINDOW SILVER MODEL MASONRY G' AND JAMB FASTENER SPACING AS PER (26.4/-35.2) (+50 0/-50.0) N/A FL14911 9 N,'A --- EQUAL LITE LINE 2901/4901 WOOD NOA MIN. DISTANCE FROM EDGE OF S.C. FIBERGL S.C. FIBERGL AL /GLASS H.C. WOOD BI -FOLD H.C. WOOD VINYL H.C. WOOD IMPACT BI -FOLD H.C. WOOD ONCRETE IS 2-1/2" MIN BI -FOLD BI -FOLD GARAGE DOOR GLZ NONE NONE TEMP NONE NONE NONE (5)1/4" TAPCONS JAMB THRU 1x PT BUCK NONE NONE NONE NONE NONE NONE NONE ANDERSEN SERIES HEAD (4) 1/4" TAPCONS HEAD (4) 114" 1APCONS 113 1C 1A 4C 1A 1A SLIDING GLASS WINDOW SILVER 5800/MODEL MASONRY i;l' SILL MIN EMBED TO BE 1-1/4" JAMB (+25 2/-32 9) (+50 0/-50 0) N/A FI 14998 5 NIA 213 DOOR VINYL LINE 5802 NOW 4B 2A TART 6' FROM TOP AND BOTT. 14" FIELD 2A 2A 4B 2A 5B 4B 4B 5A/A5.1 IMPACT LU a SILL MAX 3B 3C 3A 4A 3A 3A PRODUCT APPROVAL AFFIDAVIT - MISCEL 3A DESIGN PRESSURE BASED ON 139MPH PER 2017 FBC 3A PRODUCT MODEL MFR DESIGN 4A 4A --- MIAMI DADE PRpDUCT IND PRESSURE ATTACHMENT METHOD APPROVAL #/ OR FBC EXPIRATION DATE +25.2/-32.9 NUMBER PRESSURE --- --- DOOR --- U20 SYNTHETIC ROOF FELT RHINOROOF ATTACHMENT METHOD AS PER PRODUCT APPROVAL. FL15216 N/A D226 FELT --- --- Lc( L-_ INTEGR SHOWE PAN AN SURRO FLOOR PLAN MARK 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 REMARKS W T-0" 2'-8" 6' 0" 2'-8" V-9 1/2" 2'-8" 2'-8" 2'-8" 2'-8" 5'-0" 2'-8" 5'-0" 6-011 5'-0" 9'-0" 0 SIZE HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" T-0" THK 0-11/2 0'-1 1/2" 0'-1 1/2" 0'-11/2' 0'-1 1/2" 0'-11/2' 0'-1 1/2' 0'-1 1/2' 0'-1 1/2 0'-1 1/2" 0-11/2 0-1 1/2" 0'-1 1/2" 0-1 112" 0'-1 1/2" AREA 24.57 22.26 40.00 19.13 13.26 19.13 19.13 19.13 19.13 34.88 19.13 36.84 41.63 34.88 67.38 w FRAME WOOD WOOD ALUM WOOD --- WOOD WOOD WOOD WOOD --- --- --- --- --- WOOD MATL S.C. FIBERGL S.C. FIBERGL AL /GLASS H.C. WOOD BI -FOLD H.C. WOOD H.C. WOOD H.C. WOOD H.C. WOOD BI -FOLD H.C. WOOD H.C. WOOD BI -FOLD BI -FOLD GARAGE DOOR GLZ NONE NONE TEMP NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE U) U HEAD 1B 113 1C 1A 4C 1A 1A 1A 1A 4C 1A 5C 4C 4C --- O'L ETAIL JAMB 213 2B 2C 2A 4B 2A 2A 2A 2A 4B 2A 5B 4B 4B 5A/A5.1 o LU a SILL 3B 3B 3C 3A 4A 3A 3A 3A 3A 4A 3A 5A 4A 4A --- ca IND PRESSURE +25.2/-27.7 +25.2/-27.7 +25.2/-32.9 --- --- --- O --- --- --- -- --- --- --- +23.1/ -26.2 CL ZONE 4 4 4 --- -- -- w 3: U a L IMPACT NO NO NO U cl LLJ FU - NO O SET NO J W U� QQ RDWA.. KEYSIDE... W� Q w a Q z oQ o0 0SCHEDULE oo Xa NOTES EGRESS EGRESS EGRESS = w cl u a a a u z Lc( L-_ INTEGR SHOWE PAN AN SURRO FLOOR PLAN 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 (3) INSULATION FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450. RADIAN FLUX GREATER THAN .12 WATT/SQ CENTE OB RT F. SONBER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 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. J � r r NO. 628 r � y e sy 3BR-2BA-CARPORT 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION PROJECT NO 16-435-19 ISSUE DATE- 6-30-18 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I #### A-1 SHEET 4 OF 9 z a a ce O O mi LL FLOOR FINISH WALL FINISH BASE CEILING HGT, REMARKS 0 U-1 U U w a INSULATION (3) w N Q N (n Z z E2 o o U ,; c0 z z a 0 J 0 0 0 m 0 z o F -w z o v 0 ° m 0 = F ROOM FINISH o LU a J 1- � ] �m Q U ° Z z� J 1- cn � ON 0- a J J O a U ch> a O U D O U CL i- ~ w 3: U a FW F U cl LLJ FU - J W U� QQ CL W� Q w a Q z oQ o0 0SCHEDULE oo Xa = w cl u a a a u z u m MARK DESCRIPTION 101 COVERED ENTRY X X X X 102 LIVING ROOM X X X X VAR AULT 103 KITCHEN X X X X VAR. AULT 104 IDINING X X X X VAR. AULT 105 BEDROOM 42 X X X X 8'-0" 106 CLOSET X X X X 8'-0" 107 BATH #2 X X X X 8'-0" TILE TO CLG. @ TUB 108 BEDROOM #3 X X X X 8'-0" 109 CLOSET X X X X 8'-0" 110 MASTER BATH X X X X 8'-0" TILE TO CLG. @SHWR 111 MAS I ER BEDROOM X X X X 8'-0" 112 AUNDRY X X X 113 TILITY [AIRPORT X X 114 X X X X VAR 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 (3) INSULATION FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450. RADIAN FLUX GREATER THAN .12 WATT/SQ CENTE OB RT F. SONBER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 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. J � r r NO. 628 r � y e sy 3BR-2BA-CARPORT 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION PROJECT NO 16-435-19 ISSUE DATE- 6-30-18 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I #### A-1 SHEET 4 OF 9 z a a ce O O mi LL T.O. BM. +81.111 FLOOR,V NORTH ELEVATION SCALE: 1/4" = V-0" 12 5. F--� 0 DIMENSIONAL FIBERGLASS SHINGLE 5 �no�n HIll"lll ullU ll�ill ••� � CFINISHED FLOOR LINE SOUTH ELEVATION SCALE: 1/4" = V-0" 1x4 OFF & 1x6 OFF RIDGE VENTS 1� 5 — MEAN ROOF HEIGHT T.O. BM. +81-111 —.—.----- —.—.—.—.—.—.—.—.—.— —.—.—. — ' h yyyy aa f. .w I i� E 6"W x 1" THK STUCCO, E BAND AROUND WINDOWS & DOORS TYPICAL FLOOR _---_—_— +011 WEST ELEVATION SCALE: 1/4" = 1'-0" MEAN ROOF LINE 11'-3" 4—.—.—.—.—.—.—.—.—.—.—.—.—.—.—. .w. . T.O. BM. X81-111 FLOOF ±0 EAST ELEVATION SCALE: 1/4" = 1'-0" DIMENSIONAL ROOF SHINGLE 12 5;"., -- ROBERT FSONBERG ARCHITECT 113 BENT TREE DRIVE PALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 CELL: (561)460-5635 12 �J DIMENSIONAL FIBERGLASS . SHINGLES 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. l dTd d Ftd !N! ! t MEW iii TEXTURED STUCCO > > > > > ti i—FINISH J 1% IN o FoF s�N oyj� 1 i" '� °q• F� o J FIN o NO. ° I I -71�' p PRc a4. URED STUCCO "o Goo Lows 4 3 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 ■ • ffi-Iffi A-2 SHEET 5 OF 9 Ho CO co CV QQ d- 06 4_1 73 0 I— LL Lu _j Lu ry rn N CL rn co 07 0� W Q (a) 0 nL • 0 0 U) (-4- OBERT F. SONBERG A I RICHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 �ELL: (561)460-5635 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. IN! NO. 6280 o ED' 3BR-2BA-CARPORT 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 bx8xl6 CMU LAID RUNNING BOND ..... . . .... ......... STUCCO - --- -- --------- SINGLE/DBL HUNG WINDOW (SEE WINDOW SCHEDULE) 1/2" GYPSUM WALL BOARD ON ............... . .... . .. .............. ME METAL STUDS AT 24" PRECAST CONCRETE SOLID SURFACE SILLS SET 1/2" GYPSUM WALL BOARD ON O.0 LINTEL FILLED CELL EACH SIDE OF OPENING ................. WITH 145 VERTICAL FILLED WITH 3000P5I COARSE GROUT1x4 ... ..... .. . IN FULL BED MASTIC PT FURRING STRIP AT METAL STUDS AT 24" 0. C 2x4 AT JAMB • PERIMETER SEALANT AND OPENINGS 2x4 AT HEAD AND I . ..... BACK BEDDINGJAMB ............... ................. x. 1x4 PT WD. FURRING STRIP ATPERIMETER OPENINGS A SEALANT WITH BACKING 1x3 PT JAMB BLOCKING SET IN PRECAST OR POURED 1x3 PT WD. BLOCKING FULL BED MASTIC CONCRETE SILL W/1-#5 (2) COAT STUCCO LT FTF SET IN FULL BED MASTIC •APPLICATION 7/8" THK. OVER ~'------------ 1/2" GYPSUM WALLBOARD SINGLE/DBL HUNG SEALENT AT PERIMETER WITH BACKING CMU BATT INSULATION (SEE IZZ.,. I I ... ........ DOOR (SEE DOOR SCHEDULE) WINDOW (SEE WINDOW . ............ ENERGY CALCULATIONS• FOR R -VALUE .......... DOOR (SEE DOOR SCHEDULE) 1/2" GYPSUM ON 1x2 PT WD. FURRING SCHEDULE) STRIPS AT 16" O.C. VERTICAL 1 D CMU WINDOW HEADER 1 1/2"= V-0" 2 CMU WINDOWJAMB 3D CMU WINDOW SILL D POCKET DOOR HEADER SCALE: 1 1/2"= V-0" 5D POCKET DOOR JAMB SCALE: 1 1/2"= V-0" SCALE: 1 1/2"= V-0" SCALE: SCALE: 1 1/2"= V-0" 3/4" BATT INSULATION (SEE .................. ................... .____ENERGY CALCULATIONS FOR R -VALUE 1/2" GYPSUM WALL BOARD ON WOOD STUDS AT 24" O.0 1/2" GYPSUM WALL BOARD ON 3/4" BATT INSULATION (SEE 1/2" GYPSUM WALL BOARD 2x4 AT HEAD AND STUDS AT 24 O.0 ........... . ...... . .......... ............... . ....... -ENERGY ENERGY CALCULATIONS FOR R -VALUE ._-_..._._----ON 1x2 PT WD. FURRING SLIDING GLASS DOOR (SEE 'DOOR JAMB 2x4 AT HEAD AND 1/2" GYPSUM WALL BOARD STRIPS @ 16" O.C. STUCCO SCHEDULE) JAMB ON 1x2 PT WD. FURRING -----1x4 PT FURRING AT PERIMETER ALUM. THRESHOLD SET IN STRIPS @ 16" O.C. STUCCO 1x6 PT BUCK SET IN FULL BED MASTIC FULL BED MASTIC SEALANT AT PERIMETER 1x4 PT FURRING A T PERIMETER IX6 PT BUCK SET IN FULL BED 'n m Fnj/ 1/2 EXPANSION JOINT MASTIC PRECAST CONCRETE --LINTEL SPACE FILLER G v. v. DOOR (SEE D SCOOR HEDULE) DOOR (SEE DOOR SCHEDULE) . ....... .. . ........... SEALANT AT PERIMETER ----------- DOOR (SEE DOOR I_____SCHEDULE) ............ DOOR (SEE DOOR SCHEDULE) 1 c CMU S.G.D HEADER SCALE: 1 1/2"= V-0" 2C CMU S.G.D. JAMBL SCALE: 1 1/2"= V-0" 3C CMU S.G.D. SILL SCALE: 1 1/2"= V-0" C Bl -FOLD HEAD SCALE: 'I 1/2"= V -0"5 C BI -PASS HEAD SCALE: 1 1/2"� V-0" SOLID CORE DOOR (SEE DOOR 3/4" BATT INSULATION (SEE /A- ENERGY CALCULATIONS FOR R -VALUE 3/4" BATT INSULATION (SEE --------ENERGY CALCULATIONS FOR R -VALUE SCHEDULE) " 1/2GYPSUM WALL BOARD ON — --------- WOOD STUDS AT 24" O.0 112" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD ALUM. THRESHOLD SET IN FULL BED MASTIC 2X4 AT HEAD AND WOOD STUDS AT 24" O.0 ON lx2 PT WD. FURRING STRIPS @ 16" O.C. ON 1 x2 PT WD. FURRING STRIPS @ 16' O.C. JAMB 2x4 AT HEAD AND >M STUCCO STUCCO JAMB lx4 PT FURRING AT PERIMETER --IX4 PT FURRING AT PERIMETER SEALANT AT PERIMETER - -------- 2x PT BUCK SET IN FULL BED MASTIC BRICK MOLD AND SEALANT1/2" AT PERIMETER 2x PT BUCK SET IN FULL BED MASTIC BRICK MOLD AND SEALANT ---'----AT PERIMETER EXPANSION JOINT DOOR (SEE DOOR ... .......... SHIM SPACE —SHIM SPACE SCHEDULE) DOOR FRAME (SEE DOOR SCHEDULE) .,..—,DOOR FRAME (SEE DOOR v a ..v DOOR (SEE DOOR SCHEDULE) SCHEDULE) D. .. . ........ . ....... DOOR (SEE DOOR (SEE DOOR . . . . . .. .. D. SCHEDULE) .< ---------------- SCHEDULE) 1 B CMU DOOR HEADER- 1 1/2"= V-0" 2 B CMU DOOR JAMB SCALE: 1 1/2"= V-0" 3B CMU DOOR SILL 4 B Bl -FOLD JAMB SCALE: 1 1/2"= V-0" 5B BI -PASS JAMB SCALE: 1 1/2"= V -Q" SCALE: 1 1/2"= 1'70" SCALE: 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON 1/2" GYPSUM WALL BOARD ON .......... . . ............... - WOOD STUDS AT 24" O.0 METAL STUDS AT 24" O.0 2x4 AT HEAD AND METAL STUDS AT 24" O.0 2x4 AT HEAD AND JAMB DOOR (SEE DOOR SCHEDULE) LT LJ JAMB 2x4 AT JAMB DOOR (SEE DOOR SCHEDULE) E DOOR (SEE DOOR SCHEDULE) DOOR (SEE DOOR DOOR (SEE DOOR SCHEDULE) SCHEDULE) 1ASCALE: INT. DOOR HEADER- 2A INT. DOOR JAMB SCALE: 1 1/2"= V-0" 3A INT. DOOR SILL SCALE: 1 1/2"= V-0" 4A Bl -FOLD SILL SCALE: 1 1/2"= V-0" 5A BI -PASS SILL SCALE: 1 1/2"= V-0" 1 1/2"=: V-0" OBERT F. SONBERG A I RICHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 �ELL: (561)460-5635 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. IN! NO. 6280 o ED' 3BR-2BA-CARPORT 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 - 6" HOOK REINF. CONT. ` - - FROM ADJ. BOND BEAM I i Irl PERFORATED 'Z' G' OSITE BEAM RIDGE VENT FLA A ;.1. COMPFIBER LASS SHINGLE — / Z CLOSURE SHING ' ; I ' GROUTED WITH 3000 W ' ((� PSI COARSE GROUT FIBERGLASS SHINGLE ,• ._ ' ti SEALANT (AT VERTICAL PRECAST CONCRETE ` / LEG & UNDER'Z' LINTEL (SEE LINTEL GUTTER STRAP ____ a" �• �, GALV. ROOFING NAIL - ADJ. REINF FILLED CELL w f f7 7r (FIELD FORMED) y`��� HURRICANE TRACKS L",CUAS PER MANUFACTURE'S FLASHING / 30// ROOF FELT ................ TTER � r ': SPECIFICATIONS PLYWOOD DECKING ATTACHED TO HOLLOW CMU'S FORMED AND POURED, / / 30# RO FELT PRECAST OR BOND BEAM BLOCK SILL (GROUTED) -- - LYWOOD DECKING ''................. ....... EMBED VERTICAL REINF W/1-#5 �`"-------�8" MIN. INTO TOP BUND 6" HOOK ,/. ......................................... BEAM E R.i F. S®N BER / r z w .., RCHITECT 113 BENT TREE DRIVE OPENING REINF GUTTER OPT RIDGE r' (1) COURSES BOND ALM BEACH GARDENS, FL 33418 1D 2 D SCALE: 1" - 1I ': BEAM BLOCK W/1-#5 SCALE: 1/2" = 1'-U" - 1'-0" D SCALE: 1" = 1'-0" L^---_ I •I __ ___ REINF ' '� —^ EMAIL: rfsonberg@gmail.com �•�`"'• �`I PHONE; (561)691-9277 VERT. t/5 REINF IN ELL: (561)460-5635 -----GROUTED CELL U.U.N. 2x4 TOP PLATE BAR TOP BACK SPLASH ,I �_------- -.-.-_,_,-.-_.-.MASONRY WALL COPYRIGHT f COUNTERTOP ° I:` l 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 2x2 CORNER SAID ARCHITECT. CLEANOUT REQ'D FOR • I"y BRACKET Z I:.• ` '�I GROUT LIFT BRACE TOP OF BOTTOM 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON EXTERIOR GRADE PLYWOOD SHEATHING W/ 304 FELT PAPER TIN- 1x6 BRACE .. ;: 'I ,,.% >5 -FT. TRUSS CHORD ---- TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK � ' 2x4 FRAME OR '1 Od COMMON 4" O.C. AT PERIMETER. REMAINDER OF ROOF TO �`' BASE C' I I - MONOLITHIC FOOTING / PARTITION `r I 'I 2x4 TOP PLATE ATTACHED / BE NAILED AS END ZONE (6" O.C.) CABINTES I 10 2x4 CRASS BRACE AT 24" O.C. OR TRUSSESW/(2) 2x4 PT BOTT. " [ % °' °°. 12d N C S EACH TRUSS. G,, �' - --- - ---- ----- - - -- --- -- BLOWN INSULATION (SEE ENERGY CALCULATIONS FOR R-38) PLATE 1� � 62 , PRE-ENGINEERED WOOD ROOF TRUSSES A 24" O.C. TYPICAL W/ -=" NO -----------------.-----._.._. APPROVED GAI V TRUSS ANCHORS EACH END (SEE TRUSS � -- ' . " .. ' . ' . `;, .:,' ... � . ` .;: ' '' •• � r ��, ` �, „ 5 ANCHOR SCHEDULE. o" / - ------ --- TRUSS ANCHORS PER CONNECTION SCHEDULE KICK PLATE <\ 5/8" GYPSUM CEILING W/ G / HI -RIB METAL LATH SOFFIT W/7/8" LT. TEXTURE STUCCO FINSIH KNOCKDOWN FINISH ------------------- ASTM C 926. 6"x23" SCREEN VENTS WITH 67% N.F.A. (SEE ATTIC ATTACH DIRECTLY TO VENT CALCULATIONS) FOR NUMBER OF VENTS AND SPACING. KITCHEN COUNTER H O R I Z AND VERT. REINF BOTT. CHORD TRUSS OR C 81-141 � C SCALE: 3/4" = 1'-0" � C SCALE: 1/2" = 1'-O" CROSS BRACE. ELEV. TOP OF BOND BM. _ PROVIDE 2x4 BLOCKING AT SBR ®2,BA—CAR PORT -- i® CD KI'l CABINET LOC'TNS. LL f -._............. ..... .._....__..... ALUMINUM METAL DRIP EDGE .. N ui — 1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA _1 NOTE: WALLS PERPENDICULAR 5/8" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH. TO TRUSSES SIMILAR _ O `''-._..-� WALLS 1/2" BOTH TO COMPLIES WITH FBC-R 702.3 — 1318 WILLIAMS AVENUE 2x4 WOOD STUDS �` 6'-8" AT 161, (METAL STUDS OPT.) SANFORD, FLORIDA 32771 <.,:-::•:: is co ry ELEV. BOTTOM OF LINTEL Q A.F.F. 1/2" DRYWALL EACH SIDE C) ---------- 8x16 COMPOSITE BEAM (SEE LINTEL SCHEDULE) PR EEDIRED AND PAINFINITED w/Tm N NOTE: R-13 FIBERGLASS BATT INSULATION AT GARAGE 1 -HR m - --- 1x4 PT FURRING AROUND ALL OPENINGS (R4,1 MIN. INSUL.) 300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE ON WALL ONLY. co EXTERIOR GRADE PLYWOOD SHEATHING W/ 30# FELT PAPER TIN- 0-) - -- SEE FLOOR PLAN FOR WINDOW TYPE, SIZE,.__-...._.-____......__...._...._._._...._-_._.________..._.._................. TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d RING SHANK 2x4 P.T. WOOD PLATE N OR 10d COMMON 4" O.C. AT PERIMETER. REMAINDER OF ROOF TO ATTACHED TO CONC. FLOOR _...._.-_______................ ..................................... _._..... _._..-..._...__.__._....... ....... ANCHORING GLAZING TO BE IMPACT RESISTANT PER / WITH HELTI 'DN' PINS (.145 x 1- 00 DADE COUNTY / BE NAILED AS END ZONE (6" O.C.) CO i 12 1/2"L @16"0.0 W/1"WASHER.) It SOLID SURFACE SILL SET IN THIN SET, TYPICAL ALL-- FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR 00 r .-....-. WINDOWS 5/....................................................................... SCHEDULE) �-- WOOD BASE - - ------ SEALANT AT PERIMETER PRE-ENGINEERED ROOF TRUSSES � A ------ -_—_-_ ------ �' - OP FBM.\ I °, IZ————————— �,.............................. .._...._............ __._._.-. POURED OR PRECAST CONCRETE SILL W/ 1-45 REINF. — N (��E VENTILATION CALCULATIONS) _ i..--......-................. AT"TIC VENT LATIU — I' DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA 1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL UBACKED FIBERGLASS INSULATION BETWEEN (R4.1) '` / ,• • • •• STUCCO\\\�� APPLICATION UHI-RIB RIB FELT BACKED DIAMOND RIBLATH t :•::•::•:::•::;• LJ I� 1,0,x. TY STUC O(3)CODRUNNINGBONDWI"1H 7/8" THICK T I P. NON -LOAD BRG. PARTITION STUCCO (3) COAT APPLICATION. �..•...-----•• SEE LINTEL SCHEDULE W II II fY II ----------- _ 5B SCALE: 3/11" V-0" 41.........._....... WOOD BASE COVERED i II - 1-1/2" RECESS WATERSTOP AT SLAB PORCH (7_._._._._.___.................................................._....-. EDGE. USE 9" HIGH STARTER COURSE Q-il + ! '• CMU SET IN FULL BED MORTAR. ,_._..._.._. _._......_..__ .................. CMU BLOCK COLUMN 0+00 (2) PART STCCO ON CMU 7/ U THK APPLICATION / _ — ELEV. TOP OF SLAB �` / G SLOPE GRADE FROM HOUSE FOR MK DATE DESCRIPTION m_ z --- -- DRAINAGE HELTI SLEEVE ANCHOR 3/8" x3" 0')W/ 3" SQ. WASHER THRU 2x6 A S PT Y.P. WD. JAMB. STAR'T'ING AAMM 6" FROM TOP AND BOTTOM CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING d I� SIZE AND REINF. ; :`•''% .r AND 12" O.C. IN FIELD PROJECT NO 16-435-19 C6 >lz ATTACH JAMB BRACKET 'f0 ISSUE DATE: #### SEE FOOTING SCHEDULE FOR SIZE / WD JAMB W/ (1) 5/16" x 1-5/8" AND CONFIGURATION! LAG SCREWS AT EACH JAMB p�� - _ BRACKET. DRAWN BY: RFS Q. .t�" '�. \ \ / / • INSULATER GARAGE DR CHK'D BY: RFS d7 1/4 x 5/8„ SPLICE BOLI' � ,. , BRACKET _ (ROLLERR TRACK TO JAMB PERMIT NO. #### ui r� ) 2” HEAVY-DUTY GALV. STEEL VJ /J ROLLER TRACK DOOR HINGE ROLLER r� m Am5ml L N TYPICAL WALL PORCH COLUMN GARAGE DOOR JAMB - 1 0 SCALE: = 1'-0" 1A SCALE: '1" = 1'-0" SCALE: 3/4" - - 5 SHEET 7 OF 9 a ARCHITECTURAL: PLAN NOTES: i. CONSTRUCTION TO BE AS PER THE "FLORIDA BUILDING CODE" 2017• AND SANFORD, 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 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 X & "FLORIDA ENERGY CODE" FOR R -VALUE AND TYPE OF INSULATION AND SIZING OF MECHANICAL SYSTEMS. s. 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 ANI) 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 FORARCHITECT'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 OTE: 1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED, 2. WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION. 4. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 17. ALL BACK FILL AND EXCAVATION AS REQUIRED SHALL BE PART OF THIS CONTRACT. ST REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE 'N' WITH MININUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELS AS 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 = 1900PS1) 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 -1/4" 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 ct 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 BY AN 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. AGRADE B (46KS1) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.W.S 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 ONLYAFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE. 3. STRUCTURAL REVISIONS, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. 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 3000PS1 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" APA EXPOSURE 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. OBERT E', - SON BER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERGARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUTTHE WRITTEN PERMISSION OF SAID ARCHITECT. OF r r � NO, 6280 3BR-IBA-CARPORT[' 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION 9 PROJECT NOj 16-435-19 ISSUE DATE: 16-30-18 6. PROVIDE NUN-FUSEIBLE GENERAL DUTY SAFETY SWITCHES AT AIR CONDITIONING EQUIPMENT AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL. ~ LL 7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS. J 8. ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE 'UL' APPROVED AND AS SELECTED BY OWNER. F- fy 9. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND TV OUTLETS AS SHOWN ON PLANS. n 10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTICALS ON EACH CIRCUIT. ry Q 11. ALL RECEPTACLES AT COUNTERS SHALL BE GFI PROTECTED. U 12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8 CV 13. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP AND SHALL BE WIRED m IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY. C'O 14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPACLE AND LIGHTING OUTLETS IN BEDROOMS SHALL BE (y PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS. Co 15. ALL SWITCH PLATES INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTED. d' 00 L T w 1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT TO i- INS -FALL A COMPLETE AND OPERATING SYSTEM. 2. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS AS PART OF HIS BID. L 3. THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM -THE DATE OF FINAL WORK ACCEPTANCE. LL W Lu 4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (3/4" COPPER PIPES) -J INITIAL BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER W DIAGRAM), AND WATER PIPES. CS < 5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES. „„ Q 6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER DIRECTIVE. m 7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH CV TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES co INTO WHICH THEY ARE INSTALLED. co 0-) 8. WATER PIPES SHALL BE OF TYPE 'L' COPPER FOR PIPING ABOVE GROUND ANY TYPE 'K' FOR PIPING `_ BELOW GROUND WITH WROUGHT SOLDER FITTINGS. a7 � 9. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE '/z" ARMAFLEX AND Co TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING. 10. EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH %z" U ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING. DO NOT TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR. O a- 11. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT. 0) 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. U. U 14. WASTE AND VENT SANITARY PIPING SHALL SLOPE A" PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR L OTHERS. 15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 10OPS1 FOR A MINIMUM OF ONE HOUR co ANY LEAKS DETECTED TO BE RE -SOLDERED. cnL 16. SANITARY PIPING SHALL BE FILLED WITH FIVE (5) FOOT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION U) IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST. I U 17. ALL BACK FILL AND EXCAVATION AS REQUIRED SHALL BE PART OF THIS CONTRACT. ST REINFORCED MASONRY: 1. CONCRETE UNITS TO BE ASTM C 90 GRADE 'N' WITH MININUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELS AS 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 = 1900PS1) 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 -1/4" 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 ct 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 BY AN 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. AGRADE B (46KS1) 11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE" ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.W.S 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 ONLYAFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE. 3. STRUCTURAL REVISIONS, FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. 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 3000PS1 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" APA EXPOSURE 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. OBERT E', - SON BER RCHITECT 113 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 EMAIL: rfsonberg@gmail.com PHONE: (561)691-9277 ELL: (561)460-5635 COPYRIGHT MATERIAL SHOWN HEREIN IS THE COPYRIGHTED PROPERTY OF ROBERT F. SONBERGARCHITECT AND AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUTTHE WRITTEN PERMISSION OF SAID ARCHITECT. OF r r � NO, 6280 3BR-IBA-CARPORT[' 1318 WILLIAMS AVENUE SANFORD, FLORIDA 32771 MK I DATE I DESCRIPTION 9 PROJECT NOj 16-435-19 ISSUE DATE: 16-30-18 i <<. }. ! 1«,..€ d z s. _S } i ( via} i ..:. ,.5 .>... j j 77 d t} d 1 ,Ji , ��. I ,.. i < F.... .... .• ..R fll : 1. ,. f. ,. _. I... ?. .33 . E }. da <:-._.a I)1 .3 £ x. ,1 # . . a. .,a. ,.. a ,, ., ,. .... 4 ... .. ,. ,3 €.1.,«.. .... ... t. li f i :... 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A{,a,E.f,3,1.r.,.... ... ........ x:d,. ,, .. a, .... .,�.�. .. .,..P.a, ., �'... _, u„ €,. _..,. _.. a.. _., ,, , ,. , 1., ....,....9.. ra,. :. .l.ii. lJ. i,lli.d.A .,%.Fc, < F,J.,, !. .. e. a, : .,..E.a ...a..... a,n.... �.Ac,".,f;„}' ,�.i. ,:/.,x.i1.,a..: ..... i..:3. �1 ...... ..... ... ': �. `9�ai.F.. u. <. :.;DE:SCRIPTION :.: WIRE RXR, QN�.UIT. , �,4A #!i:,, S RIPTIC> WIRE t , R_KR C,O.IVDU. T: LQ 1 A/C COMP #1 #10 2/30 1” --- 2 AIR HANDLER #1 7.5K H.S. @ 65% #6 2/50 1" 6,500 3 4 5 RANGE #6 2/60 - 12,000 6 DRYER #10 2/30 1/2" 5,000 7 8 9 SMALL APPLIANCE (GFI) #12 1/20 1/2" 1,500 10 ELEC WATER HEATER 50GAL. #10 2/30 1/2" 4,500 11 SMALL APPLIANCE (GFI) #12 1 1/20 1/2" 1,500 12 13 SMALL APPLIANCE (GFI) #12 1/20 1/2" 1,500 14 GFI RECEPTACLES #12 1/20 1/2" 1,080 15 GENERAL LIGHTING #14 1/15 1/2" 900 16 REFRIGERATOR #12 1/20 1/2" 1,200 17 GENERAL LIGHTING #14 1/15 1/2" 900 18 VVASHER #12 1/20 1/2" 1,500 19 GENERAL LIGHTING #14 1/15 1/2" 900 20 SECURITY LIGHTS #12 1 1/20 1/2" 1,100 21 GENERAL LIGHTING #14 1/15 1/2" 900 22 CEILING FANS #14 1/15 1/2" 800 23 MICROWAVE #12 1/20 1/2" 1,200 24 GFIC #12 1/20 1/2" 1,080 25 DISHWASHER #12 1/20 1/2" 1,200 26 27 GARBAGE DISPOSAL #12 1/20 1/2" 600 28 29 30 31 32 33, 34 35 36 37 38 39 40 41 42 TOTAL:VA 23,100 TOTAL:VA 22,760 BUILDING SQ. FT. 123Q.FT. 92 PER CKT x 3WATTS/SQ.FT. 370 ATTS DIVIDED BY N0. OF GENERAL LIGHTING CIRCUIT: LOAD CALCULATIONS: 1ST 10,000W @ 100%= REMAINDER @40%= AIR HANDLER H.S.= VAN=AMPS: 10,000 WATTS 14,344 WATTS 6,500 WATTS 30,844 WATTS 128. MPS USE: 15 MPS ELECTRICAL LEGEND TELEPHONE JACK SYMBOL DESCRIPTION RECESSED (HIGH HAT) LIGHT FIXTURE DUPLEX RECEPTACLE @ 12" A.F.F. vP VAPOR PROOF LIGHT DUPLEX RECEPT. UNDER COUNTER C DATA GFI DUPLEX RECEPTACLE W/ GRD FAULT CIRCUIT INTERRUPTER © PRE WIRED CATV JACK ® AC SUPPLY REGISTER 4��WP DUPLEX RECEPT.WEATHERPROOF ® AC RETURN REGISTER QUADPLEX RECEPTACLE ® COMBO NUTONE744NT 70CFM 75W LT. 70CF DUPLEX RECEPTACLE TOP RECEPT. SWITCHED QED. SINGLE POLE APPLIANCE RECEPT 48" A.F.F. ❑F FIRE ALARM 220 220 VOLT RECEPTACLE @ 12" A.F.F. EXHAUST FAN a GFI FLUSH FLOOR DUPLEX RECEPT. NEW EMERGENCY LIGHTS SINGLE POLE SWITCH INTERCOM THREE WAY SWITCH VOLUME CONTROL FOUR WAY SWITCH EXIT LIGHT DIMMER SWITCH SPRINKLER HEAD vs OCCUPANCY CONTROL SENSOR E:]J DISCONNECT SWITCH MA UNDER CABINET MINI HALOGEN LIGHT ® ELECTRICAL PANEL _A RTJ METAL HALIDE LIGHT - WALL MTD. 175 W R3 g METER BY FLORIDA POWER & LIGHT ® FLUORESCENT LIGHT FIXTURE QT THERMOSTAT FLUORESCENT LIGHT FIXTURE W/ EMERGENCY LIGHT EYEBALL LIGHT JUNCTION BOX n n FIRE ALARM AND PULL STATION ELECTRICAL NOTES: ALL 15 &20 A SINGLE PHASE, 120V BRANCH CIRCUITS TO BE ARC - FAULT INTERRUPTER COMBINATION -TYPE PROTECTED NEC 210.12E ALL 125V 15 & 20A RECEPTACLES TO BE TAMPER-RESISTANTAS PER NEC 406.11 IN AREAS SPECIFIED IN NEC 210.52 ALL PHONE DATA, FIRE AND BURGLERALARM SYSTEMS WITH LOW VOLTAGE LINES ARE TO BE UNDER SEPERATE PERMIT F.B.C. 105.2 EACH DISCIPLINE TO PROVIDE SINGLE LINE RISER DIAGRAMS AND LOCATION OF INSTALLATION WITH WIRING METHODS COMPLING WITH THE LATEST EDITION OF NEC. ALL LUMINARIES SHALL COMPLY 410.73.G. NEC BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS K, 3/4" DIAM PVC EMPTY' CONDUIT TO ATTIC "JB -- 150 AMP MAIN PANE "A" NEMA 1 PANEL W/ MAIN DIS( 22K A.I.C. (3) #1 AWG THW CU .. IN 1-1/2" RIGID CONDU 150A 515OOA u 0 OVERHEAD SVC. W/WEATHERHEAD FP&L METER (WEATHERPROOF) 2 "GALV.RIGID -CONDUIT FOR \,\ FP&L SERVICE V I 30A:2P — --D-6-e IL GFIC/WP SVC. REC, I 150A METER &` DISC COMBO ; �r SECURI'T'Y LIGHTS MTD. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" rh ZOBERT F. SONBER kRCHITEC 13 BENT TREE DRIVE ALM BEACH GARDENS, FL 33418 'MAIL: rfsonberg@gmail.com ,HONE: (561)691-92.77 ;ELL: (561)460-5635 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. r NO. 6280fir {Zttlt�dt r 1318 WILLIAMS AVENUE SAN FORD, FLORIDA 32771 MK I DATE DESCRIPTION ®®® ® 1 PROJECT NO 16-435-19 ISSUE DATE: 6-30-18 DRAWN BY: RFS CHK'D BY: RFS PERMIT NO. I ####