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Home My WebLink About445 Elliott Ave 16-1028 Plans New additionADDITION PLAN FOR: JOHN AND NICOLE LUDWIG 445 SOUTH ELLIOTT AVE. NOTES TO BUILDER/CONTRACTOR: 1. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ON THE PLANS ALWAYS TAKE PRECEDENCE OVER SCALE OF DRAWINGS. 2. VERIFY PLUMBING FIXTURE LOCATIONS AND INTERIOR BEARING FOOTINGS PRIOR TO FOUNDATION POUR. 3, THESE PLANS WERE ASSEMBLED WITH THE INTENT THAT ANY PERSON REASONABLY EXPERIENCED IN CONSTRUCTION WILL BE ABLE TO BUILD THE STRUCTURE SHOWN ON THESE PAGES, HOWEVER, THESE PLANS ARE NOT TO BE CONSIDERED A .COMPLETE CONSTRUCTION INSTRUCTION MANUAL, NOR A COMPLETE TREATISE ON THE APPLICABLE CODES. 4. READ AND UNDERSTAND ALL DETAILS BEFORE COMMENCING CONSTRUCTION. MANY DETAILS REQUIRE A DEVIATION FROM STANDARD BUILDING PRACTICES SUCH AS REDUCED STUD SPACING, SPECIFIC LUMBER SPECIES, OR A PARTICULAR ORDER -OF -ASSEMBLY, THESE THINGS ARE MUCH EASIER TO CONSTRUCT CORRECTLY THE FIRST TIME THAN TO FIX AFTER THEY ARE ALREADY IN PLACE, 5, IF AT ANY TIME QUESTIONS ARISE ABOUT THE INTENT OF A NOTATION OR DETAIL, DO NOT PROCEED UNTIL YOU HAVE CONTACTED AND RECEIVED CLARIFICATION FROM DDB SWEET. ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR, IT IS"•TWE. BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET BEFORE BEGINNING CONSTRUCTION. NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING CONTRACTOR TO REVIEW TRUSS ENGINEERING PACKAGE AGAINST FLOOR PLAN AND ELEVATIONS AND REPORT ANY DISCREPANCIES TO DESIGNER AND ENGINEER OF RECORD BEFORE CONSTRUCTION NOTE! CLIENT IS RESPONSIBLE FOR VERIFYING THAT PLANS ARE ACCEPTABLE BEFORE SIGN OFF DDB SWEET IS NOT RESPONSIBLE FOR VERIFYING CONTRACTUAL DETAILS WITH CLIENT. NOTE: THIS PLAN SET HAS BEEN APPROVED FOR CONSTRUCTION AS SITE SPECIFIC, CONSTRUCTION OF MORE THAN ONE HOME OR VARIANCE FROM PLAN SPECIFICATIONS IS PROHIBITED WITHOUT WRITTEN CONSENT OF ENGINEER OF RECORD. SANFORD, FL. 32771 1 FL TONS! L� W _ CO'pa TAI $T `� F fU OLE '9�IFn IAL ST - P! ISI ST L IST ST _ < r 8 W 2NC 3T. a E. 12NO ST03 W 3RD T a E 13RD ST Q V �N E. v z z E 2ND ST E. 2ND ST W aTH ST ¢ a �fiOSE o , — w sr s E. 4TH ST V 1"H 5TH 5TH ST N, ST 1. `a a 51H ST W. oSITE ' _ `-'� u TH ST / W. 61H ST E. , 6TH:F ST W. 7TH ST E. 4a 7TH: ST - } ¢ w _ J F _ _ M 8TH ST E. aT.l $T T " �1i z E. 8TH ST ,_•F1--r� _ V 9TH ST E. 9TH ST 2 _ D m --- E. 9TH ST (� z W, 10TH ST E. 1, 00T, ST E. 10TH ST W. 11TH ST E. IIT ST (D E. 111H ST J 1 12TH ,T FE. 12T $T; C E RN �� E CR 415 o A...•.. 41 W.� 13114,51' E. 13TI ST T. ••• �'•� r 14rN:. c 14 TH STa 14& VALENCIA Cf N. VICINITY MAP N. T. S. NO. REVISION AND DATE I ITEM & REVISED PER CITY OF SANFORD REVIEW COMMENTS 5/4/2016 1 CODES AMD NOTES REVISED LEGAL DESCRIPTION LOTS 50AND 51 FORT MELLON SUBDIVISION PLAT BOOK 1 PAGE 69 PARCEL I.D.#: SCOPE OF WORK CONSTRUCT FRAME ADDITION CONSISTING OF (3) BEDROOMS AND (1) BATH ON CONCRETE STEM WALL FOUNDATION. AREA TABULATION EXISTING STRUCTURE AREA 1,850 SQ.FT, PROPOSED ADDITION AREA 970 SQ.FT. PLAN FOR:JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 CHAD LINN P.E. LIC. # 57524 / DATE: 02/2016 SCALE: PAGE: P.O. BOX 140024 ORLANDO, FL. 32814 l — PHONE: 407-252-6433 i�l�� PARCEL#: 30-19-31-525-0000-0500 C -S MAY 12013 JJ TOTAL PROP, AREA 2,820 SQ. FT, INDEX 1 CS COVER SHEET BUILDING CODE CRITERIA: Al EXIST. FLOOR PLAN FLORIDA BUILDING CODES: NEW BUTLDLNGCODE: FLORIDA BUILDING CODE -BUIL DING STI[ EDITION(2014) FLORIDA BUILDING CODE -RESIDENTIAL SIH EDITION (2014) EXISTING ELEVATIONS EYLSTLN0 BUILDING CODE: FLORIDA BUILDING CODE -EXISTING BUILDING STH ED1110N (2014) AITERAfOTILLVELXCLASSIMCAILON ELECTRICAL A3 PROPOSED FOUNDATION AND FLOOR FRAMING PLAN CODE: NATIONAL ELIIC G 1CAL CODE 2011 PLG\IBINGCODE: FLORIDA 13LTILDING CODE -PLUMBING 5711 EDITION (2014) A4 PROPOSED FLOOR PLAN MECILA.NI AL CODE: FLORIDA BUILDING CODE-)IECHANIC.IL SIH EDUTON(2014) OAS CODE: FLORIDA BUILDING CODE -FUEL GAS SIH EDI110N (2014) E1 PROPOSED ELECTRICAL PLAN NEPA 58LIQUIFIED PEIROLEM GASSES LATEST EDITION NTPAITINSTALLATION OF SPRINKLER SYSTEMS LA'IES'1. O61SA T1 PROPOSED TRUSS PLAN ACCESSIBILITY STH EDITION (2014) FIRECODES: FLORIDA FIRE CODE 5111 nmDN oI4) A5 PROPOSED ELEVATION PLANS NOTES ENGINEENEN RS S1 STRUCTURAL DETAIL SHEET 1 RNGIN'L'ER'S REVIEW AND APPROVAL OF TRUSS LNFORMAf10N AND L7\ -TEL INFORMATION IS BASED UP ON THE NFORMATION CONTAINED HERON, SHOULD'IHE OWNER OR CONIRAC RECORD COPY COR CHANGE 'IRLSS COMPANIES OR LINTEL COMPANIES, FURTHER REVIE W DY 1 C1 PLOT PLAN (CIVIL) THE BUMDLNG ENOLNEER IS REQUI2E W MININi I DESIGN LOADS FOR BULLDING6 AND OTHER STRICTURES (ASCFi SEI 1.10) T2 PROPOSED TRUSS PLAN (BY TRUSS FACTORTY) FLORIDA BUB.DIN0 CODE DESIGN WIND SPEED: STANDAR°}_°R RE6pD,d(3 AL.CONSTRUCTION10hLYH GH WIND REGIONS ICC -600-08 V uR =140 mph, V -108 avd mph Igme 104 do>igv wind spe<d (3 seccad psl), 110 mph REVIEWED FOR CODE COMPLIANCE WIND E.YPOSU RE CATEGORY -C RISK CATEGORY =I Gr ENCLOSURE CLASSIFICATION -ENCLOSED PLANS EXAMINER LIVE LOADS: �•I"�' I%.�e FLOOR LIVE LOAD =40pf DATE ROOF LIVE LOAD =16 PSF OTHER DE1D LOADS = ACTUAL W EIGHT OF MATERIALS BL7LDING - UNPROTECTED AND UNSPRINRLED DESIGN WIND PRESSURES (CONFONEf & CLADDING): - INTERNAL PRESSURE: (INTERNAL PRESSURE COS FFICIENIS = 10.1S. -0.18) SANFORD BUILDING DIVISION A PERMIT 1SISUED 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 gu1LD THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SANFORD # 1 6- 1 0 2 8 ALL DIMENSIONS AND SPECIALIZED IN: CONDITIONS MUST BE FIELD SI HOUSE, A ES ARCHIENGINEERING E TCANDSUGARAG ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS VERIFIED BY CONTRACTOR PROJECT MANAGEMENT AND/OR OWNER BEFORE Office Phone: (305) 280-5507 CONSTRUCTION AND OR SWEET Email: 1lifefriend@gmail.com BUILDING MATERIAL "We Bring Visions To Life" PURCHASES. PLAN FOR:JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 CHAD LINN P.E. LIC. # 57524 / DATE: 02/2016 SCALE: PAGE: P.O. BOX 140024 ORLANDO, FL. 32814 l — PHONE: 407-252-6433 i�l�� PARCEL#: 30-19-31-525-0000-0500 C -S MAY 12013 JJ 50'-9" EXISTING FLOOR PLAN (" AS - BUILT") 1/4" = 1'-0" EXISTING REAR DOUBLE DOOR ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES, TALL) #16- 1028 EXISTING FRONT ELEVATION 1/4" = 1'-0" EXISTING ENTRANCE TO CRAWL SPACE EXISTING NORTH ELEVATION 1/4" = 1'-0" EXISTING REAR ELEVATION 1/4" = 1'-0" EXISTING METER BASE ( ELECT. SERVICE ENTRANCE ) AND BREAKER BOX (TO BE RELOCATED ON NEW NORTH WALL) EXISTING ENTRANCE TO CRAWL SPACE EXISTING SOUTH ELEVATION 1/411 = 1'-0" #16-1028 6�ILoiN� SANFORD ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. 1/7 EXISTING ENTRANCE TO CRAWL SPACE EXISTING NORTH ELEVATION 1/4" = 1'-0" EXISTING REAR ELEVATION 1/4" = 1'-0" EXISTING METER BASE ( ELECT. SERVICE ENTRANCE ) AND BREAKER BOX (TO BE RELOCATED ON NEW NORTH WALL) EXISTING ENTRANCE TO CRAWL SPACE EXISTING SOUTH ELEVATION 1/411 = 1'-0" #16-1028 6�ILoiN� SANFORD ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. 1 Q' — ?„ F I\UI UJLV 8 X 8 16 STEM WALL 48"— 1 1 " 1\VI VVLV i6`,, 'TXX 16" WIDE FOOTER WITH (2) #5 REBARS CONT. PROPOSED FOUNDATION PLAN 1/4" = 1'-0" EXIST 8' CONCRETE: STEM WALL NEW FTG —f— #5 INTO 1'$X6' DRILLED HOLE PACKED W/EPDXY GROUT INT❑ EXIST FTG (2)#5 `.✓/30' LAP AT ENDS OF NEW FTG INTERSECTING NEW EXIST EXIST CONIC FTG W/EXIST FTG ��\ NEW TO EXIST FTG CONN, � N.T.S. DBL 2x8 BEAM 8"x16" CMU PIER FILLED ■ DENOTES PROPOSED #5 BAR IN FILLED CELL 0 8'-0" O.C. MAX CORNERS, JAMBS & ENDS OF WALLS. SECTION B -B USE .148x3' (10d COMMON) OR .1480 1/4" (16d SINKER) At Nee>�icrdisto—form tothe 2010F,a�aBuildiag�e All Plumbing is to Conform to the 2010 Florida Building Code NAIL All Electrical is to conform to the 2008 Nadonal Electrical Code wl Amendments. 2010 Florida Fire Prevention Code 2009 NFPA 101 Life Safety Code with Florida Amendments 2009 NFPA I Uniform Fire Code with Florida Amendments CONSTRUCTION TYPE r1V' RISK CATAGORY . 11 2x8 P.T. (TYP.) ROOF LOADS. Uniform Load of20 psf FLOOR LIVE LOADS. (restaurants) Uniform Load of 100 psf. (stores) Uniform Load of 100 pst7Concentrated Load of 1000 l WLVDSPEED. 140 MPH)3 Sec. Gust WND LNIPORTANCE FACTOR=1.0 WIND EXPOSURE CATAGORY. •B" EXT, COMPONANT AND CLADDNO MN.. , 20.6 TO.55.5 PSF WLNDOW PRESSURE MN.., 39.TO.38.5 PSF INTERIOR PRESSURE MN. + 35.9 TO.38.1PSF This Certifies that these plans meet or exceed the 140 mph13 see. gust of the 2014 Yi Florida Building Code �—Simpson Strong—Tie HUS26 SECTION C -C SIMPSON ETA20 @ EA. JOIST - - 2x8 JOIST C` ,,........ C'4.---- T; — 2x4 STUDS RAFTER SPANS CEILING JOISTS 016" O.C. MATCH U 2x4 PLATE CONT. 2x6 16"o.c. 13'5" max span FLOOR HOT. 1/2" CDX PLYWD. T & G PLYWOOD 2x4 24"o.c. 7'3" max span PROPOSED LAP SIDING 2x8 JOIST 2x10 12"o.c, 19'11" max span 2x8 LEDGER CONT. W/ }" 0x6" LAG ON # 15 FELT R-13 INSULATION 2.8 24"o.c. 13'2" max span BOLT 0 24" O.C. MATCH EXIST. 2x10 12"o.c. 24'10" max span 2x8 12"o.c. 19'2" max span i' 2x8 16"o.c. 167" max span 2x10 24"o.c. 18'1" max span EXIST. FLOOR + 2x12 12"o.c. 26'0" max span SIMPSON H3 SYSTEM 2x10 16"o.c. 19'9" max span ® EA. JOIST 2x1D 24"o.c. 16'1" max span EXIST. STEMWALL 01 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF—LIVE LOADS 8" CMU STEM WALL N I I-1T�1I I I I= = I L=1I I-1 I L-➢ .0 - SIMPSON U26 / a •• -• 0 EA. JOIST TYP. / / P.T. 2x8 PL CONT. W/2" 2 //5 BARS CONT. BOT. 16 XA307 AB (8x3) 0 24" O.C, ansa sea o srwa SECTION A -A N.T.& 1 Q' — ?„ F I\UI UJLV 8 X 8 16 STEM WALL 48"— 1 1 " 1\VI VVLV i6`,, 'TXX 16" WIDE FOOTER WITH (2) #5 REBARS CONT. PROPOSED FOUNDATION PLAN 1/4" = 1'-0" EXIST 8' CONCRETE: STEM WALL NEW FTG —f— #5 INTO 1'$X6' DRILLED HOLE PACKED W/EPDXY GROUT INT❑ EXIST FTG (2)#5 `.✓/30' LAP AT ENDS OF NEW FTG INTERSECTING NEW EXIST EXIST CONIC FTG W/EXIST FTG ��\ NEW TO EXIST FTG CONN, � N.T.S. DBL 2x8 BEAM 8"x16" CMU PIER FILLED ■ DENOTES PROPOSED #5 BAR IN FILLED CELL 0 8'-0" O.C. MAX CORNERS, JAMBS & ENDS OF WALLS. SECTION B -B USE .148x3' (10d COMMON) OR .1480 1/4" (16d SINKER) At Nee>�icrdisto—form tothe 2010F,a�aBuildiag�e All Plumbing is to Conform to the 2010 Florida Building Code NAIL All Electrical is to conform to the 2008 Nadonal Electrical Code wl Amendments. 2010 Florida Fire Prevention Code 2009 NFPA 101 Life Safety Code with Florida Amendments 2009 NFPA I Uniform Fire Code with Florida Amendments CONSTRUCTION TYPE r1V' RISK CATAGORY . 11 2x8 P.T. (TYP.) ROOF LOADS. Uniform Load of20 psf FLOOR LIVE LOADS. (restaurants) Uniform Load of 100 psf. (stores) Uniform Load of 100 pst7Concentrated Load of 1000 l WLVDSPEED. 140 MPH)3 Sec. Gust WND LNIPORTANCE FACTOR=1.0 WIND EXPOSURE CATAGORY. •B" EXT, COMPONANT AND CLADDNO MN.. , 20.6 TO.55.5 PSF WLNDOW PRESSURE MN.., 39.TO.38.5 PSF INTERIOR PRESSURE MN. + 35.9 TO.38.1PSF This Certifies that these plans meet or exceed the 140 mph13 see. gust of the 2014 Yi Florida Building Code �—Simpson Strong—Tie HUS26 SECTION C -C SIMPSON ETA20 @ EA. JOIST - - 2x8 JOIST C` ,,........ C'4.---- T; — PROPOSED FLOOR FRAMING PLAN 1/4" = 1'-0" CHAIR BLOCK PIPE rHRu BL OCK #5'S AS SHOWN FILL CELLS SOLID PIPE THRU STEM �NALL DETAIL \ UNVCIVIIUINHL IYKHMIING JrHNS MAX SPAN 24" O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o,c. 14'9" max span U 2x12 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" max span 2x4 tob.c. 87" max span 2x12 16"o.c. 20'2" max span 2.6 24"a.c. 11'9" max span 2x4 24"o.c. 7'3" max span 2x12 24"o.c. 16'6" max span 2.8 12"o.c. 19'6" max span 2x6 12"o.c. 14'9" max span 2x10 12"o.c, 19'11" max span 2x8 16"o.c. 17'9" max span 2x6 16"o.c. 12'11" max span 2x10 16"o.c. 17'3" max span 2.8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" max span 2x10 24"o.c. 14'1" max span PROPOSED FLOOR FRAMING PLAN 1/4" = 1'-0" CHAIR BLOCK PIPE rHRu BL OCK #5'S AS SHOWN FILL CELLS SOLID PIPE THRU STEM �NALL DETAIL 2x8 LEDGER CONT. W/ z" 0x6" LAG BOLT @ 24" O.C. #16-1028 ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. \ UNVCIVIIUINHL IYKHMIING JrHNS MAX SPAN 24" O.C. RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o,c. 14'9" max span 2x4 12"o.c. 9'3" max span 2x12 12"o.c. 23'4" max span 2x6 16"o.c. 13'5" max span 2x4 tob.c. 87" max span 2x12 16"o.c. 20'2" max span 2.6 24"a.c. 11'9" max span 2x4 24"o.c. 7'3" max span 2x12 24"o.c. 16'6" max span 2.8 12"o.c. 19'6" max span 2x6 12"o.c. 14'9" max span 2x10 12"o.c, 19'11" max span 2x8 16"o.c. 17'9" max span 2x6 16"o.c. 12'11" max span 2x10 16"o.c. 17'3" max span 2.8 24"o.c. 13'2" max span 2x6 24"o.c. 10'6" max span 2x10 24"o.c. 14'1" max span 2x10 12"o.c. 24'10" max span 2x8 12"o.c. 19'2" max span 2x10 16"o.c. 22'1" max span 2x8 16"o.c. 167" max span 2x10 24"o.c. 18'1" max span 2x8 24"o.c. 137" max span 2x12 12"o.c. 26'0" max span 2.10 12"o.c. 22'9" max span 2x12 16"o.c. 26'0" max span 2x10 16"o.c. 19'9" max span 2x12 24"o- 21'4" max span 2x1D 24"o.c. 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF—LIVE LOADS 2x8 LEDGER CONT. W/ z" 0x6" LAG BOLT @ 24" O.C. #16-1028 ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. SIMPSON H2.5 @ EA. TRUSS CONT, MTL FLASHING & DRIP MATCH EXIST. FASCIA BD, OPEN TRUSS & RAFTER TAILS TO MATCH EXISTING PROPOSED HARDY BOARD LAP SIDING OVER 30 LB FELT TYP. FIBERGLASS SHINGLES MATCH EXISTING R-30 INSULATION BLOCKING BETWEEN ANTI -SAG 1/2" DRYWALL TYP, DBL 2x4 TOP PLATE 1/2" DRYWALL DBL 2x8 HEADER W/ 1/2" PLYWOOD U.N.O. PRE-ENGINEERED ALUM. WINDOW WOOD SILL 2x4 PLATE 2x4 STUDS @16" O.C. /72x4 PLATE CONT. R-13 INSULATION 4" PLYWOOD 1/4" DIA X 4" WD. SCREWS 2x6 JOIST 11 32" MAX THRU @ 24' O.C. R-13 INSULATION 24 O.C. ( •) I I Z + x SIMPSON H3 EA. JOIST 0) < 8" CMU STE WALL N GRADE CO `� 2 #5 BAR$ P.T. 2x8 PL CONT, W/2"' 16" CONT, BOTi 0 A307 AB (80) @24"O,C• FULL HT WALL SECTION N.T.S. CONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT(733) I ATR is all threaded rod I O N NAILING SCHEDULE ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS AT 6" O.C. AT INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d NAILS AT 12" O.C. AT INTERIOR SUPPORTS. 7 PROPOSED 2" X 4" WOOD FRAMED WALL W/ STUDS 16" O.C. (LOAD BEARING) 19'-3" o 7 1 /4" g'-2" 4 1/2" 10'-0 1/4° N - I - � _ CLOSET r 8'-2„ x 3'-2„ O I 2668 AJC L_- -11 1/4" I LU11 'n BEDROOM 1 I - 14'-9" x 16'-0" L II 2'-6 1/2 PROPOSED 2" X 4' WOOD FRAMED WALL W/ STUDS 16" O.C. (LOAD BEARING) i I 2660' I N 4'-5 3/4" BATH 7'-10" x 16'-T -7'-9 3/4" 7'-9 3 2955DH EEC 31'-9" 6 HALL 31'-9" x V-2" 2668 9'-7" x 12'-0 1/2" —� 4 1/'-' BEDROOM 2' 0 12'-1" x 16'-0" 2'-5 1 n 4'-9" 7'-3" 12 0 CD BEDROOM 3 12'-D" x 16,-6" PROPOSED NEW DOOR WAY TO BE INSTALLED PLUMBING SIZE NOT�S: ALL MAIN DRAIN LINES TO BE A MINIMUM OF 3" EXITING THE HpUSE. SHOULD THERE BE MORE THAN 2 WATER CLOSETS THE MAIN LINE WILL EXIT 4". A STANDARD GUEST BATH CONSISTING OF (1) WATER CLOSET, (1) LAV, (1) TUB/OR SHOW R WILL HAVE A MINIMUM VENT SIZE OF 2" THRU ROOF. EACH HOUSE WILL HAVE (1) 3"MAIN VENT THRU ROOF. A WASHER STANDING ALONE WILL HAVE A I MINIMUM OF 1 1/2" PENT THRU ROOF. IF THE WASHER IS STACKED WITH THE LAUNDRY TUB THE VENT THRU ROOF WILL BE 2". ALL KITCHEN WILL BE AUTOVENT. 2" CLEAN QUTS WILL BE USED Al' EXTERIOR WALL FOR ACCESS. IN NO CASE WILL THERE EVER ,BE MORE THAN 3 MINOR AND (1) WATER CLOSET VENTED ON LESS THAN A 2" VENT. A WASHER WILL NEVER DRAIN PAST ANOTHER TUB/OR SHOWER USING THE SAME UPSTREAM VENT, AS WELL AS A WATER CLOSET WILL NEVER DRAIN PAST A TUB/OR SHOWER USING S/ME UPSTREAM VENT. 'BATH VENTS TO TERMINATE THROUGH ROOF VENTS OR SOFFIT 3' MIN, FROM WINDOW AND POOR OPENINGS. LEGEND T PROPOSED WOOD LOAD BEARING WALL (STUDS 16" O.C.) PROPOSED 6" WOOD FRAME WALL PROPOSED 4" WOOD FRAME WALL INFILL WITH STUDS OR CMU HB= HOSE BIB M.T.= METAL THRESHOLD P, PROPOSED FLOOR f HGT. SHALL MATCH EXISTING FLOOR HGT. N Z F- U) 0 LU U) \V O D_ 0 `--RELOCATED POWER METER AND BREAKER BOX EXISTING WINDOW TO BE FILLED IN W/ 2 X 4 WOOD STUDS N 2 X 4 FIRE BLOCKING AT MID -SPA 1/4' DIA X 4' WD. SCREWS 24' O.C. (32' MAX.) THRU TO SILL r BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NE• W DUILDING GODE: FLORIDA BUILDING CODE -BUILDING 5TH EDITION (2014) FLORIDA 13VILDING CODE -RESIDENTIAL 5111 EDI [ION (2014) EXISTING BVII DING CODE: FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014) ALTERATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 P1, MJ1NGCODA: FLORIDA BUILDING CODE -PLUMBING 5111 EDITION (2014) MECHANICAL CODE: FLORIDA BVD DrG CODE-MECIIANICAL 5111 EDITION (2014) GAS CODE: FLORIDA BUILDING CODE -NEL GAS 5111 EDITION (2014) NFPA 58 LIQUGI,FD PETROLEM GASSES LATEST EDITION NFPA 13 INS'IALI.A'fION ON SPRINKLER SYSTEMS LATEST OSHA ACCESSIBILITY STH EDITION (2014) FIRE CODES: FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) ENGMERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL IN FOR MXFION IS BASED UPON'I11E INFORMA'T'ION CONTAINED HERIN, SHOULD THE OWNER OR COMRACTOR CHANGE TRUSS COMPANIES ORLIYTEL COMPANIES, NRTHERREVIEW'B� 'Ill: BUILDING liNG1NEER 1S REQUIRED/ MINIMUM DLSIGIIN LOADS FOR BUILDINGS AND 0 LUER STRUCTURES (A�CFJSEI 7-10) FLORIDA BUILDING CODE DESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION IN IUG11 WIND REGIONS ICC -600-08 V It —140 mph, V 4d —108 mph CS... 104 deeigu Ti"d spccd (3 —d gust): 110 mph WIND EXPOSURE CATEGORY - C RISK CATEGOR`{ = H ENC LOSURE CLASSIF1CAIION =ENCLOSED LIVE LOADS: FLOOR LIVE LOAD —40 pf ROOF LIVE LOAD =16 PSF OTHER DEAD L(1ADS —ACTUAL WEIGHT OF MATERIALS BUILDING= UNPRO'I'ECIL'D AND UNSPRINKLED DESIGN WIND PRESSURES (COMPONEf & CLADDING): INTERNAL PRES?URE: (INTERNAL PRESSURE COSFFICiENTS =+0.18, -0.1 __TI I SP2 EVERY STUD TOP DOUBLE TOP PLAT I J I. :•:•: FULL WALL LEN ST HEADERI SIMPS❑N LSTF 9 AT EMERY CRIPPLE B❑TT, SIMPSON LST A24 HEADER STUDS SP2 SP2 .. H5 TYP, GTH UDS 2 X 4 FIRE BLOCKING AT MID -SPAN 1/2" X 8" A,$, @ 48" O/C 306ODH 306ODH fB ---5'-4 1/2' � ��LD/yc H5 EVERY STUD @ BOTT• PL. sANFORo PROPOSED 17'-, 3/4" HOSE BIB TO BE RELOCATED CLIPS REQ'D WHEN SILL PL, EXCEEDS 48" R oFp „r (ON NEW EAST WALL) ARTS+ 28'- 8" NOTES: TYPICAL FRAMING AND CONNECTIONS FOR QPENINGS NOTE: ALL CEILING DRYWALL SHALL BE "SAG RESISTANT". # 1 6 - 1 0 2 8 NOTE: ALL BEDROOM WINDOWS SHALL BE INGRESS / EGRESS TYPE SPECIALIZED IN: ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR AND/OR OWNER BEFORE CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. LSTA 12 BY "SIMPSON" @ EA. SIDE Or HEADER O I 48'-10 3/4" z) 2X8 MIN. CID PROPOSED FLOOR PLAN I .1. 1 ter, ia_ \i i, -) HEADER DETAIL @ DOOR (TYP SCALE: N.T.S. 1/4" = V-0, N0. I REVISION AND DATE ITEM ZL CHAD LINN P.E. LIC. # 5752 P.O. BOX 140024 ORLANDO, FL. 32814 PHONE: 407-252-6433 DDRARCHITECTURAL PLANS: HOUSE, ADDITIONS AND PROJECTGES ENGINEERMANAGEMENT TF CIVIL, SEPTIC AND SUBDIVISIONS wE'r Office Phone: (305) 280-5507 Email: 11ifefrignd@gmail.com "We Bring Visions To _ fe" PLAN FOR: JOHN AND NICO1,E LUDWIG ADDRESS: SANFORD 445 S. ELLIOTT 32771 4 DATE: 02/2016 SCALE:', PAGE: i PARCEL#: 30-19- 1-525-0000- 500 A'4 ,j sEAL ( EX 13 PROPOSED ELECTRICAL PLAN 1/4" = 1'-0° NO. I REVISION AND DATE REVISED PER CITY OF SANFORD ® REVISED PER CITY OF SANFORD CHAD LINN P.E. LIC. # 57524 P.O. BOX 140024 ITEM ORLANDO, FL. 32814 AN. SEWER RISER DIAGRAM ADDED GENERAL NOTE CHANGED PHONE: 407-252-6433 LECTRICAL NOTES ADDED GFI AND A/C CONDRNDER PLUG NOTES ) POWER METER KER BOX -TALL BE ARC—FAULT V ACCORDANCE WITH SEAL 1® ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE -nI/2 S.W.1/2 SWITCHED DUPLEX RECEPTACLE GFI CF] PROTECTED RECEPTALCE =0wP/cFI WEATHERPROOF/GFI PROTECTED RECEPTACLE _&S SINGLE RECEPTACLE 220 VOLT OUTLET �cLG- DUPLEX RECEPTACLE (CEILING MOUNTED) $ SINGLE POLE SINGE THROW SWITCH �B 3—WAY SWITCH $4 4—WAY SWITCH CEILING MOUNTED INCANDESCENT FIXTURE H SUSPENDED INCANDESCENT FIXTURE RECESSED INCANDESCENT FIXTURE wT RECESSED WATERTIGHT INCANDESCENT FIXTURE O RECESSED EYEBALL INCANDESCENT FIXTURE r BY' l� FLOURESCENT LIGHTING FIXTURE ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND WALL MOUNTED FIXTURE FLOOD LIGHT T❑ TELEPHONE 6 DOOR CHIMES PUSH IJTTON FOR DOOR CHIMES 0 CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE SD SMOKE DETECTOR —OT THERMOSTAT co CARBON MONOXIDE DETECTOR BUILDING CODE CRITERIA: ALL DIMENSIONS AND PLGRiDABDILDING CGDEDESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONS'IRUC[ION IN HIGH WIND CONDITIONS MUST BE FIELD RG10NSICC-600-OSVu11-140mpl�v d-108.11 fig_ 104 d,,ign wind cpxd (3 wwad gust): 110.ph VERIFIED BY CONTRAC OR WIND EXPOSURECATEGORY-C AND/OR OWNER BEFORE RISKGAIEGORY=D CONSTRUCTION AND OR ENCLOSURECLASSNICA[TON-ENCLOSED BUILDING MATERIAL LIVE LOADS: FLOOR LIVE LOAD -401ssf PURCN(AE. - ROOF LI VE LOAD -16 PSF O fDER DEAD LOADS =ACTUAL WEIGH I OF MATERIALS IDGy�'DOILDING -UNPROTECTED AND UNSPRINKLED DESIGN WIND PRESSURES (COMPONET & CLADDING): =IRUINTERNAL PRESSURE: (INTERNALFRESSURE COSFFICIENTS —0.18.A.I8) #16028 TMF� SPECIALIZED IN: DDR kRCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SWE 'm Office Phone: (305) 280-5507 Email: llifefriend@gmail.com "We Bring Visions To Life" PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 DATE: 02/2016 SCALE: PAGE: PARCEL#: 30-19-31-525-0000-0500 E-1 FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODLllU1LDING SIB EDITION (2014) FLORIDA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014) EXISI)NG BUILDING CODE: FLORIDA BUILDING CODE -EXISTING BUILDING 5TII IUH 11ON (2014) ALTERATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELEC'1RICAL CODE 2011 PLUMDINGCODE: FLORIDA BUILDING CODE -PLUMBING 5'T1i EDITION (2014) MECHANICAL CODE: FLORIDA BUILDING CODE -MECHANICAL SIII EDITION (2014) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 5TH EDITION (2014) NPP".58 LIQUll71J) PB'TROLEM GASSES LATEST EDITION NFPA I3 INSTALLATION OF SPRBNRT-ER SYSTEMS (�T-{-� 7"'� ECE-A Y L/� LATLS'TOSHA ACCESSmHITY 5TH EDITION (2014) JUN 01 2010 FIRE CODES: LORIDA FI FLORIDA EIRE PREVENTION CODE 5TH EDITION (2014) r BY' l� ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LIN"CEL INl ORMATION IS BASED UPON 111L INFORMATION CONTAINED HERIN, SHOULD THE OWNER OR CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COMPANIES, FUR[LER REVIEW BY THE BUILDING ENGINEER IS REQUIRED/ MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER C T STRUURES (ASCESE17-10) ALL DIMENSIONS AND PLGRiDABDILDING CGDEDESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONS'IRUC[ION IN HIGH WIND CONDITIONS MUST BE FIELD RG10NSICC-600-OSVu11-140mpl�v d-108.11 fig_ 104 d,,ign wind cpxd (3 wwad gust): 110.ph VERIFIED BY CONTRAC OR WIND EXPOSURECATEGORY-C AND/OR OWNER BEFORE RISKGAIEGORY=D CONSTRUCTION AND OR ENCLOSURECLASSNICA[TON-ENCLOSED BUILDING MATERIAL LIVE LOADS: FLOOR LIVE LOAD -401ssf PURCN(AE. - ROOF LI VE LOAD -16 PSF O fDER DEAD LOADS =ACTUAL WEIGH I OF MATERIALS IDGy�'DOILDING -UNPROTECTED AND UNSPRINKLED DESIGN WIND PRESSURES (COMPONET & CLADDING): =IRUINTERNAL PRESSURE: (INTERNALFRESSURE COSFFICIENTS —0.18.A.I8) #16028 TMF� SPECIALIZED IN: DDR kRCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SWE 'm Office Phone: (305) 280-5507 Email: llifefriend@gmail.com "We Bring Visions To Life" PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 DATE: 02/2016 SCALE: PAGE: PARCEL#: 30-19-31-525-0000-0500 E-1 2X4 BLOCKING 15/32" PLYWOOD AT BRACE LOCATIONS ROOF SHEATHING SEE ZONE CHART DTL #8 2X4 OUTLOOKER @ 24" O.C. 1/2" PLYWOOD W/ 8d NAILS @ 4" O.C. (MAX. 24' O.H,) W/ A34 @ 24" O, C. RIDGE OR HIP @ PNL EDGES 8d NAILS @ O.0 Gt @ INT SUPPORTS 7/16" OSB W/ 3/4" STUCCO OR 19/32" T-111 2X4 RIDGE POST @ 4'-0" O.C. W-4-12d NAILS O 16d's 6" O/C RAFTER & SIMPSON H2IRIDGE RAFTER 2X8 5 EA SIDE ATTACH TO VALLEY PLATE W/ 2-SIMPSON _T12X4 WIND BRACE @ RIDGE @ CROSS MEMBER @ BASE H2 5 AT 8 T 0/C TO 3rd TRUSS SIMPSON U26 @ EA OVERBUILT FRAMING H = 0 TO 4 FT = NO 2X REQUIRED RAFTER H = 4FT TO 10 FT = 2X4 REQUIRED VALLEY PLATE OVERBUILT FRAMING RAFTER 2X6 H = 10FT - 14'-3" FT = 2X6 REQUIRED DIA X 4" 21//4" REWS 2X4 LAID FLAT CROSSING TWO TRUSSES MIN META16 @ 24" 0/C OR 1/4° X 3" EA TRUSS O EA RIDGE POST ATTACH TO EA TRUSS W/ GALV, LAG BOLTS 16" O/C SIMPSON H2.5 2-1/4' DIA X 4" WD. SCREWS (TYP) 2X PT (30TTOM PLATE 7 '' / / j �" /// / FASTENED TO CEILING BOARD OR ALL ROOF SURFACES BELOW OVERBUILT TOP D BOTTOM FRAMING SHALL BE SHEATED SAME AS REST OF CHORDS WITH / / ' I TRUSS ORRAFTERAS REQ'D (2) 16d PER TRUSS � � IN PLAN 1—STORY CMU GABLE END (FLAT CEILING N, T.S. --� i �j� N �1 TYP SECTION TJRU OVERBUILT FRAMING IT' —,= ROOF VENT CALCULATIONS Tj 900 -150 = 6.0 I1 F PROVIDE 6 S.F. OF ROOF VENT MIN. � - I _ I ITT 19'-2" ry/ BUILDING CODE CRITERIA: Z / / /r _ / /� .R. / Z k1ARIDABUILDMGCODES: P- / �/� �� F— NEW BUILDING CODE: i r �_ / ' /// /3, 7 r� FLORIDA HU ILDING CODE-BUILDINGSIH EDITION 2014 )( s., �. .. { / //( _/ _ _ - / '� / /, / f ) LLLLLL!!1 FLORIDA llUILDWGCODE-RL Sll1ENT4V.5fIl EDITION 7A 14 EXISTING BUILDING CODH: Q % ` I } Q FLORIDA H[HLDMGCODE-EXISTINGBUILDING 5TH EDITION (21114) ALTERATION LEVEL X CLASSIFICATION lil ELECTRICAL CODE: LU \ II / It. r_.�, / 0 NATIONAL ELEC PRSCAL CODE 2011 7 / I d O _ ` \ \ \ - -- - - O PLUMBING CODE _-- "7 - -- 1 -f FLORIDA BUILDING CODE-PLUMBING STII EDITION (2014) H r - - C_ _ a MECHANICAL C011E: C:J - / yTl FLORIDA BUILDINGCODE-MECHANICAL 5111 EDTTION(2014) \ `� �� I-\ 1 GAS CODE ^1 T-1 RELOCATED POWER METER FIARIDAHDILDINGCODL-kDELCAS4rIl ED1fION(7A14) T� NFPA 58 LIQUIFIED PETROLEM GASSES LATEST EDITION AND BREAKER BOX NAIESrOSINSTALLATION OFSPRINKLER SYSTEMS ��.-� a 1 = � I � — IV U L/1iV BOX LAresroslln r ACCLSSIUILL'fY SIfI EUl'f10N (2014) TIRE CODES. FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND N LINILLMFORMATION IS 13MED UPON HIEIN1'ORMAl10N CON'1'AMEU alp H8RIN,SHOULD THE OWNER OR CONIRAC COR CHANGE TRUSS COMPANIES OR LIN CLL COMPANIES, FUR HUER REV11 W BY I I'I TILE BUILDING ENGINEER IS REQUIRED, I ISI MINIMUM DESIGN LOAllS FOR BUILDINGS AND OI'kILR t S'fRUC NRES (ASCFISEI7.10) FLORIDA BUILDING CODEDESICN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION IN MGH WIND -- I 6, IL,46. sor nd spen'd (3 aacoml gust).sd10l�OVEmph P t WIND EXPOSURE CATEGORY 'C PROPOSED RIDGE LINE I III RISK CATEGORY =H ENCLOSURE CLASSIFICATION ENCLOSED LIVELOADS: _/16" - FLOOR LIVE LOAD-40K ROOFLIVE LOAD-16PSF ; _)) OTHER DEAD LOADS -AC TUAL WEIGH I OF MATERIALS 6 " OVER HANG (TYP . ) DUESIGN WIND PRESSURES [ED AND & CLADDING): INTERNAL PRESSURE: (INTERNAL PRESSURE COSFFICIENIS =tO.U,-0.18) MATCH EXISTNG ALL DIMENSIONS AND 48'-to" SAN,j0RD CONDITIONS MUST BE FIELD PRE ENGINEERED ROOF TRUSSES 24" O.C. >pqRVERIFIED BY CONTRACTOR AND/OR OWNER BEFORE # 1 6- 1 0 2 B CONSTRUCTION AND OR BUILDING MATERIAL PURCHASES. SPECIALIZED IN: ARCHITECTURAL PLANS: DDD PROJECT MANAGEMENT ITE CIVIL, SEPTIC AND SUBDIVISIONS PROPOSED ROOF PLAN ADDITIONS AND ENGINEERING PLANS: SWEET Office Phone: (305) 280-5507 Email: llifefriend@gmail.com NOTE: SEE TRUSS COMPANY LAYOUT (T1) FOR Email: Bring Visions To Life" @g EACH TRUSS SPECIFIC LOCATION AND TRUSS NUMBERS PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS. 445 S. ELLIOTT AVE. SANFORD FL. 32771 CHAD LINN P.E. LIC. # 57524 DATE: 02/2016 SCALE: PAGE: P.O. BOX 140024 NO. ORLANDO, FL. 32814 0 PHONE: 407-252-6433 "l l ) T-1 PARCEL#: 30-19-31-525-0000-0500 S,L H A 2@ 4, KING .A 5/8" GYPSUM BOARD OR 2x4 1/2" U.S.G. SAG RESISTANT � l / r IL:1� 0 I I / " II I III EXISTING I PROPOSED PROPOSED FRONT ELEVATION 1/4" = 1'-0" PROPOSED SIDING SHALL MATCH EXISTING PROPOSED --\ ROOF PITCH 4:12 PROPOSED CONC. BILKS. TURNED TO PROVIDE AIR VENTS COVER WITH WIRE SCREEN MATCH EXISTING (TYP.) "ING- PROPOSED PROPOSED RIDGE VENT TYP. WOOD FRAMED ADDITION - BEYOND EXISTING CAR PORT EXISTING PROPOSED ROOF PTCH 4:12 EXISTING SIDING SHALL MATCH EXISTING CONC. CAR PORT PROPOSED EXISTING - - _. - - - --- - - - - - - -- -- - - - - - - - - - - -- - - - - - - - -- - - -- - - - - - -- --- - - - - - - - - - - -- - - -- - - -- --- EXISTIN _.. - - - _ :-PROPOSED -- -- Li-- --- PROPOSED F_LO_OR_HTG. TO MATCH EXISTING FLOOR TO. - --- -- - -- - ®® ®® ®® ®® ®® ®® ®® ®® ®® ®M ®®g ®® ®® ®® ®® PROPOSED A/C SHUT OFF PROPOSED TYP. PROPOSED PROPOSED HOSE BIB TO BE RELOCATED CONC. BILKS. TURNED A/C CONDENSOR (ON NEW EAST WALL) TO PROVIDE AIR VENTS PROPOSED EXISTING COVER WITH WIRE SCREEN PROPOSED REAR ELEVATION MATCH EXISTING (TYP,) 1/4" CONSTRUCT SERVICE _ ON EXIST. WALL EXISTING (EXIST. BREAKER BOX AND POWER METER) ROOF PITCH 4:12 --------------- EXISTING PROPOSED EXISTING _ RELOCATED POWER METER AND BREAKER BOX EXISTING BREAKER BOX PROPOSED SIDE ELEVATION - NORTH HAS (10) SPARES 1/4" = 1'-0" A/C (PACKAGE UNIT) PROPOSED SIDE ELEVATION - SOUTH 1/4" = 1'-0" • An EXISTING I PROPOSED PROPOSED RIDGE VENT TYP. PROPOSED ROOF PITCH 4:12 CHAD LINN P.E. LIC. # 57524 P.O. BOX 140024 V ORLANDO, FL. 32814 PHONE: 407-252-6433 / I EXISTING CONC. STEPS TO REMAIN EXISTING POWER METER AND BREAKER BOX (TO BE RELOCATED) EXISTING BREAKER BOX HAAS (10) SPARES BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE -BUILDING STH EDITION (2014) FLO41DA BUILDING CODE -RESIDENTIAL 5TH EDITION (2014) EXISTING BUILDING CODE: FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (2014) ALT4RATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 PLO MBING CODE: FLORIDA BUILDING CODE -PLUMBING STH EDITION (2014) MECHANICAL CO DE: FLORIDA BUILDING CODE -MECHANICAL 5111 EDITION (20 W) GPS CODE: FLORIDA BUILDING CODE -FUEL GAS 5111 EDITION (2014) NIRA 58 LIQUIFIED PETROLEM GASSES LATEST EDITION NFFA 13 INSTALLATION OF SPRINKLER SYSTEMS LAT�ST OSHA ACC�SSIBILCLY 5TH EDITION (2014) FIRE CODES: FLOTDA PELL PREVENTION CODE 5111 EDITION (2014) ENI GINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INFORMATION IS BASED UPON THE INFORMATION CON "FAIN ED HERW, SHOULD THE OWNER OR CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COMPANIES, FUR'1'II:R REVIEW BY 'CHIT pUILDING ENGINEER IS REQUIRED/ MINIMUM DESIGN LOADS FOR BUILDINGS AND 0111ER S'fRyC URE'S(ASCIVSEI 7-10) FLORIDA BUILDING CODE DESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION INHIGH WIND REGIONS ICC_600-08 V ull -140mph, V ssd= 108 mph 06"'1 6"' 104 d:sign wind spced (3 __d Zu ): 110 mph WINE) EXPOSURE CATEGORY -C RS , CATEGORY - H ENC40SURE CLASSIFICATION = ENCLOSED LIVE LOADS: FLOOR LIVE LOAD -40 pd ROOF LI VE LOAD -16 PSF OTIIBR DEAD LOADS -ACTUAL WEIGHT OF MATERIALS BUILDING - UNPR0IECFED AND UNSPRINKLED DESIGN WIND PRESSURES (CO-MPONL'T & CLADDING}. INTERNAL PRESSURE: (IN'CERNAL PRESSURE COSFFICIEN'IS -10.18, -0.18) ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY CONTRACTOR -PROPOSED A/C SHUT OFF ANP/OR OWNER BEFORE TYP. CONSTRUCTION AND OR BUILDING MATERIAL -PROPOSED PURCHASES. A/C CONDENSOR gv1LD1/VG SANFORD a�pAfz�� # 1 6- 1 0 2 8 SPECIALIZED IN: HOUSE, SDNS DIVSGES RESITE IVI, SEPTIC AND SUBDIVISIONS ONS PROJECTMANAGMNT SNME ' Office Phone: (305) 280-5507 Email: 1 lifefriend@gmail.com "We Bring Visions To Life" PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 DATE: 02/2016 SCALE: PAGE: PARCEL* 30-19-31-525-0090-0500 A-5 CHAIR BLOCK PE THRU SCK WN FILL CELLS SOLID PIPE THRU STEM WALL DETAIL LUUK NEW BLOCK NEW BLOCK-- EXIST. BLOCK-" KEYED BLOCK DETAIL SCALE: N.t.S _ WALL SPLICE DETAIL C � SCALE: N.T.S. F -❑❑TER PIPE THRU E❑❑TER NEW BLOCK NOTE: BLOCK WALL KEY IN SHALL BE AT EXISTING AND PROPOPOSED CONNECTION POINT. (TYP. FRONT WALL) 4" C❑NC, W/ 6X6 10/10 WIW,M, • • • ADD (1) #5 25° LAP NAILING SCHEDULE ROOF & END GABLE: 8d RING SHANK NAILS AT 4" O.C. AT SUPPORTED PANEL E�GES OF 7/16" MIN. APA RATED OSB PLYWOOD , W/8d NAILS AT 6" O.C. AT INTERIOR SUPPORTS. WALL SHEATHING: 8d NAILS AT 6" O.C. AT SUPPORTED PANEL EDGES OF 1/2" APA RATED OSB PLYWOOD , W/8d NAILS Al' 12" O.C. AT INTERIOR SUPPORTS. WINDOW SIZE KEY Mark o. Nominal Clear Span Totalo Lintel Size NOTE'MASONRY FRAME 1820 SH12 20"x24"+ 1830 SH1320%36"+ RAFTER SPANS 1840 SH14 20"x72" ± 1850 SH16 20"x60" ± 1860 SH12 20"x24" + 2020 SH1H3 24"x24"± 2030 SH12 20"x 6" ± 2040 5H1H4 24"x48" + 2050 SH1H5 24"x60"+ 2060 SH1H6 24"x72" -4- 2220 2220 N A 26"x24" -+- 2230 2230 N A 20"x36" -+- 2240 2240 N A 26"x48" 4- 2250 2250 N A 26"x60" ± 2260 N/A 26"x72" ± 2620 N/A 30"x24" ± 2630 N/A 30"x36" + 2640 N A 30"x48" ± 2650 N A 30x60" ± 2650 N/A 30"x72" -4- 3020 3020 SH22 36"x24" + 3030 SH23 36"x36" -1- 3040 3040 SH24 36"x48" -I- 3050 3050 SH25 36"x60" ± 3060 SH26 36"x72" -{- 4020 N A 48"x24" + 4030 N/A 48"x36" + 4040 NIA 48"x48" 4- 4050 4050 N A 48"x60" ± 4060 N/A 48"x72" ± 4020 SH32 53"x24" ± 4030 SH33 53"x36"+ 4040 S 134 53"x48" + 4060 SH35 53"x60" ± 4444 N/A 52"x52" ± H + GENERAL NOTES 1.1 FLORIDA RESIDENTIAL BUILDING CODE 5TH ED. (2014). 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318.95). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-95). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT- 35DO PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT -5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60). 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFIOATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Pm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S OR M. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4") �4)PT�PCONSM 16 4, X 2 AND (8) 10d NAILS LINTEL CORRECTION FOR ABSENT LINTEL STRAP DETAIL N. T. S. GENERAL NOTES . 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD PIPE THRU MONO FF T G " DETAIL 1. CONTRACTOR IS TO ASCERTAIN THAT ALL DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS, CONSTRUCTION SHALL BE IN COMPLIANCE WITH 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE 4" I;ONC. CONTRACTOR OBSERVES THAT PORTIONS OF SLAB 1_#5 CONT, THE CONSTRUCTION DOCUMNETS ARE AT I iF VARIANCE: THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN =I =I I CO WRITING AND THE NECESARY CHANGES SHALL CONC. Pao (SEE - = BE INITIATED AND ACCOMPLISHED BY APPROPRIATE FIND PLAN) SIZE I III MODIFICATION. VARIES g" TI 2 DIMESIONS TAKE PRECEDENCE OVER DRAWINGS. BOTTOM PLATE 1 #5 VERT, REIN C.M.U, P.T. END STUDSI 1/2" ANCHOR BLOT @ 48` ❑/C (VERT,) (3 MIN,) FRAME TO BLOCK CONNECTION Inco ai z13, ``11 �o 75„ 8 DETAIL "A" NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. AGGREGATE. 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2014 5TH ED. F.B.C. ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. Ol EDITION FOR 140 MPH REGION REFERENCING ASCE-7 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #S.Y.P. P.T. 8 ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE PLAN DETAIL @ REINF LAP SPLICE @ CONT FTG CORNERS BARS - W/ 30" LAP CORNER BARS SHALL BE SAME SIZE & QTY AS FTG REINF DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, 6 THICKENED EDGE DETAIL NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. SCALE: 3/8"= 1'-0" 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL_ SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. I PLAN DETAIL @ CORNERS BAR LAP SPLICE @ CONT FTC 8. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, 2014 5TH EDITION 9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER PROOFING. 10, ALL LUMBER SHALL BE SYP #2 OR BETTER SUBMITTAL NOTES: 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDINC CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION. 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BRACING AS REQUIRED BY SPECIALTY ENGINEER. TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER. 2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION BRACING. 4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH 2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR RECOMMENDED. BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED. 5.TRUSSFABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED .OR REQUIRED. 6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON DRAWINGS. WEB MEMBER sNEAunc� Bcs LATERAL BRACERACE (CED REQ'D. BY TRUSS DESIGN AND AS REO'D. TRUSS 1111 PUN 2X4 W/ 2-16d NALS Al EA TRUSS. Mark o. Nominal Clear Span Totalo Lintel Size yv�V��MAX SPAN 24"O.C.�� ^UVJ 291--� --3466 2x4 OUGONAL BRACE (08) RAFTER SPANS 23 2906 -2045-- CEILING JOISTS 8 5 FLOOR JOISTS TYP. AT EA END WALL &0 20'-0' Q.C. Vex. 989 1236 2x6 12"o.c. 14'9 max span 2x4 12"o.c. 9'3" max span 2x12 12"..c. 23'4" max span 2.6 16"o.c. 13'5" max span 2x4 16"o.c. 8'7" max span 2x12 16"o.c. 20'2" max span 2x6 24"o.c. 11'9" max span 2x4 24"o.c. 7'3" max span 2x12 24"o.c. 16'6" max span 2x8 12"o.c. 19'6" max span 2x6 12"o.c. 14'9" max span 2x10 12"o.c. 19'11" max span 2x8 16"o.c. 17'9" max span 2x6 16"o.c. 12'11" max span 2.10 16"o.c. 17'3" max span 2xB 24"o.c. 13'2" mox span 2x6 24"o.c. 10'6" max span 2x10 24"o.c. 14'1" max span 2x10 12"o.c. 24'10" max span 2x8 12"o.c. 19'2" max span 2x10 16"o.c. 22'1" max span 2x8 16"o.c. 16'7" max span 2.10 24"o.c. 18'1" max span 2x8 24"o.c. 13'7" max span 2x12 12"o.c. 26'0" max span 2x10 12"o.c. 22'9" max span 2x12 16"o.c. 26'0" max span 2x10 16"o.c. 19'9" max span 2x)2 24"o.c. 21'4" max span 2x10 24"o.c. 16'1" max span NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW FINE DESIGN LOADS OF 2D PSF-LIVE^LOADS �4)PT�PCONSM 16 4, X 2 AND (8) 10d NAILS LINTEL CORRECTION FOR ABSENT LINTEL STRAP DETAIL N. T. S. GENERAL NOTES . 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 10. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD PIPE THRU MONO FF T G " DETAIL 1. CONTRACTOR IS TO ASCERTAIN THAT ALL DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS, CONSTRUCTION SHALL BE IN COMPLIANCE WITH 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. ALL APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS AND THAT THE CONSTRUCTION DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES, AND REGULATIONS. IF THE 4" I;ONC. CONTRACTOR OBSERVES THAT PORTIONS OF SLAB 1_#5 CONT, THE CONSTRUCTION DOCUMNETS ARE AT I iF VARIANCE: THEREWITH, THE CONTRACTOR SHALL PROPMPTLY NOTIFY THE DESIGNER IN =I =I I CO WRITING AND THE NECESARY CHANGES SHALL CONC. Pao (SEE - = BE INITIATED AND ACCOMPLISHED BY APPROPRIATE FIND PLAN) SIZE I III MODIFICATION. VARIES g" TI 2 DIMESIONS TAKE PRECEDENCE OVER DRAWINGS. BOTTOM PLATE 1 #5 VERT, REIN C.M.U, P.T. END STUDSI 1/2" ANCHOR BLOT @ 48` ❑/C (VERT,) (3 MIN,) FRAME TO BLOCK CONNECTION Inco ai z13, ``11 �o 75„ 8 DETAIL "A" NOTES: 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MINIMUM ALLOWABLE BEARING PRESSURE. SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR REVIEW PRIOR TO FOUNDATION POUR. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 3. CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. AGGREGATE. 4. REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE 40. 5. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2014 5TH ED. F.B.C. ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. Ol EDITION FOR 140 MPH REGION REFERENCING ASCE-7 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING FB -1500 PSI B. WALLS, BLOCKING, MISC. #2 SPF C. SILL PLATES #S.Y.P. P.T. 8 ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE PLAN DETAIL @ REINF LAP SPLICE @ CONT FTG CORNERS BARS - W/ 30" LAP CORNER BARS SHALL BE SAME SIZE & QTY AS FTG REINF DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. IF ANY DISCREPANCIES OCCUR, 6 THICKENED EDGE DETAIL NOTIFY THE DESIGNER AT ONCE FOR CLARIFICATION. SCALE: 3/8"= 1'-0" 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL_ SHALL BE PRESSURE TREATED. 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED AND/OR INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK OR FACE STUD AND ARE NOMINAL UNLESS OTHERWISE INDICATED. I PLAN DETAIL @ CORNERS BAR LAP SPLICE @ CONT FTC 8. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, 2014 5TH EDITION 9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER PROOFING. 10, ALL LUMBER SHALL BE SYP #2 OR BETTER SUBMITTAL NOTES: 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDINC CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION. 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BRACING AS REQUIRED BY SPECIALTY ENGINEER. TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER. 2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT "FRAMING LAY -OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION BRACING. 4. PERMANENT BRACING AS INDICATED ON DRAWINGS SHALL BE MINIMUM 2X4 DIMENSION LUMBER WITH 2-16D NAILS IN NAILS IN EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR RECOMMENDED. BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED. 5.TRUSSFABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED .OR REQUIRED. 6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON DRAWINGS. WEB MEMBER sNEAunc� Bcs LATERAL BRACERACE (CED REQ'D. BY TRUSS DESIGN AND AS REO'D. TRUSS 1111 PUN 2X4 W/ 2-16d NALS Al EA TRUSS. NO. REVISION AND DATE ITEM /� REVISED PER CITY OF SANFORD REVIE1h' COMMENTS 5!4/2016 SAN. SEWER RISER. DIAGRAM LINTELS BY QUALITY PRECAST Precast Lintel 8"x8", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark o. Nominal Clear Span Totalo Lintel Size ffI Filled No Steel (1)#5 A L-2 L-3 L431211 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L -1 9 L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S.) <b 3'6" 41011 41611 64" 510" 6'6" 7'6" 84" 9'4" 10'6" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" ITT' 1914" 20'0" 2114" 24'0" 291--� --3466 2x4 OUGONAL BRACE (08) CAPACITY 23 2906 -2045-- 2577 2 8 5 CEILING TYP. AT EA END WALL &0 20'-0' Q.C. Vex. 989 1236 904 1 Ban CONT. BOTTOM BRACE (DB) INTERVALS ALONG LATERAL' BRACE. 687 33 52F - 2X4 AS RED 0. W TRUSS OE51GN h AS REQ'D IN 186 1 111 1 23T Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. TRU55 sw.wNC PLD IL bb CD NO. REVISION AND DATE ITEM /� REVISED PER CITY OF SANFORD REVIE1h' COMMENTS 5!4/2016 SAN. SEWER RISER. DIAGRAM LINTELS BY QUALITY PRECAST Precast Lintel 8"x8", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark o. Nominal Clear Span Totalo Lintel Size ffI Filled No Steel (1)#5 A L-2 L-3 L431211 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L -1 9 L-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S.) 2211 2'811 4'011 4'6" 57" 61211 T0" 810" 92" 1010" 112" 12'0" 12'8" 13'4" 14'0" 1610" 18'0" 1818" 20'8" 22'8" 3'6" 41011 41611 64" 510" 6'6" 7'6" 84" 9'4" 10'6" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" ITT' 1914" 20'0" 2114" 24'0" 291--� --3466 4383 CAPACITY 23 2906 -2045-- 2577 2 8 5 3 1138 989 1236 904 1 Ban 0 f83 687 33 52F - zub 1 37 186 1 111 1 23T Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. 3" V.T.R. I _ IECT TO EXIST. SAN. SEWER SYSTEM C. 0. PROPOSED SAN. SEWER RISER DIAGRAM N.T.S. CHAD LINN P.E. LIC. # 57524 P.O. BOX 140024 ORLANDO, FL. 32814 GENERAL NOTE CHANGED PHONE: 407-252-6433 LIGHTNING ARRESTER 150 AMP 120/240 VOLT W/MAIN BREAKER 3/r DISC. 150 AMP 120/240 VOLT SINGLE PHASE METER BASE ---� I ATR is all ,threaded rod I I BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BULLDING CODE -BUILDING SDI Lot LION (2014) FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION (2Q14) EXISTING BUILDING CODE: FLOFJDA BUILDING CODE-EXLS'[LNG BUILDING 5111 ED1'LION (2014) ALTERATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 PLUMBING CODE: FLORIDA BUILDING CODE-PLUMUING 5TH EDff10N (2014) MECHANICAL CODE: FLORIDABULLDING CODE-MECILAN1CAL 5TII EDNION (li4) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 5TH EDI11ON (2014), NFPA 58 LIQUIFIED PE[ROLEM GASSES LAfFS f EDITION NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS LATEST OSHA ACCESSIBILITY 5TH EDITION (2014) FIRE COD IS: FLORIDA FIRE PREVENTION CODE 5TII EDITION (2014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INF'ORMA'TION IS BASED UPON THEINFORMA'f1 NCON'TALNED HERIN, SHOULD THE OWNER OR CONTRAC fORC=6 1 'TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER 'VIEWBY THE BUILDING ENGINEER IS REQUIRED/ MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASC&SEI7.10) FLORIDA BUILDING CODE DESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH[ IND REGIONS ICC - 600-08 V'111 - 140 .* V W - LOS mph fls r 104 deign windsped(3-.nd gUA): Ito mph WIND ID(POSURE CATEGORY =C RISK CATEGORY -B ENCLOSURE CLASSIFICATION =ENCLOSED LIVE LOADS: FLOOR LIVE LOAD -40 psf ROOF LIVE LOAD a Id NF OTHER DEAD LOADS =ACTUAL WEIGHT OF MATERIALS BUILDING= UNPROIRC [ED AND ON SPRINKLED DESIGN WIND PRESSURES (COMPONE f a c1ADDING} INTERNAL PRESSURE: (INTERNAL PRESSURE COSFFICIE1ITS = o. 18, -0.18) PANEL, LOAD CENTER 12,01240 VOLT 4 WIRE 40 CIRCUIT 4/0 SER. ALUM, SERVICE CABLE BRASS GROUND CLAMP GROUND ROD 04 CU.. CONTINOUS FROM METER BASE TO GROUND ROD TO FOOTER STEEL. �01LD/Nc OR SECOND GROUND ROD IF APPROVED BY LOCAL CODE. j SANFORD ELECTRICAL RISER DIAGRAM -OVERHEAD TYPE �FpARTN ,r N.T.S. #16-1028 SPECIALIZED IN: ARCHIT�� ENGINEERING PL NS: SITE HOUSE, ADDITSEPTI ONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SWEET Office Phone: (305) 280-1507 Email: 1 lifefriend@gmail.com "We Brim Visions To Life" PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 DATE: 02/2016 SCALE: NOTED PA E: oil PARCEL* 30-19-31-525-0000-0500 S 01ONNECTOR SCHEDULE MODEL # FASTENERS UPLIFT(733) CAPACITY SP -11 Od 4-101 585 SP -2 I 6-10d B -Ind Ban I ATR is all ,threaded rod I I BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BULLDING CODE -BUILDING SDI Lot LION (2014) FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION (2Q14) EXISTING BUILDING CODE: FLOFJDA BUILDING CODE-EXLS'[LNG BUILDING 5111 ED1'LION (2014) ALTERATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 PLUMBING CODE: FLORIDA BUILDING CODE-PLUMUING 5TH EDff10N (2014) MECHANICAL CODE: FLORIDABULLDING CODE-MECILAN1CAL 5TII EDNION (li4) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 5TH EDI11ON (2014), NFPA 58 LIQUIFIED PE[ROLEM GASSES LAfFS f EDITION NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS LATEST OSHA ACCESSIBILITY 5TH EDITION (2014) FIRE COD IS: FLORIDA FIRE PREVENTION CODE 5TII EDITION (2014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INF'ORMA'TION IS BASED UPON THEINFORMA'f1 NCON'TALNED HERIN, SHOULD THE OWNER OR CONTRAC fORC=6 1 'TRUSS COMPANIES OR LINTEL COMPANIES, FURTHER 'VIEWBY THE BUILDING ENGINEER IS REQUIRED/ MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASC&SEI7.10) FLORIDA BUILDING CODE DESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH[ IND REGIONS ICC - 600-08 V'111 - 140 .* V W - LOS mph fls r 104 deign windsped(3-.nd gUA): Ito mph WIND ID(POSURE CATEGORY =C RISK CATEGORY -B ENCLOSURE CLASSIFICATION =ENCLOSED LIVE LOADS: FLOOR LIVE LOAD -40 psf ROOF LIVE LOAD a Id NF OTHER DEAD LOADS =ACTUAL WEIGHT OF MATERIALS BUILDING= UNPROIRC [ED AND ON SPRINKLED DESIGN WIND PRESSURES (COMPONE f a c1ADDING} INTERNAL PRESSURE: (INTERNAL PRESSURE COSFFICIE1ITS = o. 18, -0.18) PANEL, LOAD CENTER 12,01240 VOLT 4 WIRE 40 CIRCUIT 4/0 SER. ALUM, SERVICE CABLE BRASS GROUND CLAMP GROUND ROD 04 CU.. CONTINOUS FROM METER BASE TO GROUND ROD TO FOOTER STEEL. �01LD/Nc OR SECOND GROUND ROD IF APPROVED BY LOCAL CODE. j SANFORD ELECTRICAL RISER DIAGRAM -OVERHEAD TYPE �FpARTN ,r N.T.S. #16-1028 SPECIALIZED IN: ARCHIT�� ENGINEERING PL NS: SITE HOUSE, ADDITSEPTI ONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT SWEET Office Phone: (305) 280-1507 Email: 1 lifefriend@gmail.com "We Brim Visions To Life" PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD FL. 32771 DATE: 02/2016 SCALE: NOTED PA E: oil PARCEL* 30-19-31-525-0000-0500 S W LL I..L 1 W M Z W Q F -- O J J W O I REC iND Boundary LSURVEYORS 1" I.P. S 89"041'27"E 4565 NO # 38.0' 25.9' ° '7 ° .- SANFORD y "A R V_ 7° -4.--0__P- P_V_V-�-y _�v_y-v-v --- __-_--_--_-- O - V_ °'7 7VV777V7777VVVVVV Carport .4 DATE: �° °°°°°°°°°°°°°°°°°� C:) ° C Steps so - f',N�sttc� tai m2 Et cll�tl tov 15' DRAWN BY: RWJ s r+4�� M�TCH cX t5T I kx, ° 7 ° IV , N N 0) ° G ° a O O°° OO ° cM CJ ° O Z3 i �- ° °° 17 °°`C ° 40.0' � °� °°°°°°°°°°°°°°V Z ° 'v 15 dam' ° ° IV 7 IV 4.5 �,� 16.1 r ° 4:1Z '7 cliN 137.85' (M)137.5'(P) 2.1'± G °� iND Boundary LSURVEYORS ° LB 4565 o` 38.0' 25.9' ° '7 7° ° .- SANFORD G "A R V_ 7° -4.--0__P- P_V_V-�-y _�v_y-v-v --- __-_--_--_-- O - V_ °'7 7VV777V7777VVVVVV Carport .4 DATE: �° °°°°°°°°°°°°°°°°°� C:) °°` Steps so - f',N�sttc� tai m2 Et cll�tl tov 15' DRAWN BY: RWJ s r+4�� M�TCH cX t5T I kx, ° 7 ° IV , N N 0) a O O°° OO ° cM CJ O Z3 i O ° °° �� ° � °� °°°°°°°°°°°°°°V Z ° 'v 15 dam' ° ° IV 7 IV W r Of 4:1Z G °` iND Boundary LSURVEYORS ° LB 4565 o` 38.0' 25.9' 06 7° ° I 2.0 SANFORD G "A R V_ 7° -4.--0__P- P_V_V-�-y _�v_y-v-v --- __-_--_--_-- O - V_ °'7 7VV777V7777VVVVVV Carport .4 DATE: �° °°°°°°°°°°°°°°°°°� °° 17.0' � f',N�sttc� tai m2 Et cll�tl tov 15' DRAWN BY: RWJ s r+4�� M�TCH cX t5T I kx, ° W°° O°° ° _O O7 ° i O °` O ° ° Z ° 'v (0 ° 7 IV L0 ° '7 ° ` i p° °` v IV 7 IV °cF � REC I N cli ° ° Steps , _2� . 30.5' U n f- III JII wLu Brick---- 20.94 Planter w 0 15' i o ! REC oll 1/2" RB 0.7' LB 3382 021.302 Q7 Of (PROPOSED R R SET BACK) 30.5f AC ------------LOT 50-- �� - // LOT 51 LOT 51 48.5726 Y Q m W Cn w 0 U) 0 W 0 a 0 of Q::,, 1/2" RB N 89041'27"W 137.50'(P) LB 3382 E I GTH ;)TREET -------------------------------------- RM LOT 150 —41,1520— (EXISTING 1.1520---- (EXISTING REAR SET BACK) I Wood Shed - 12.4' on concrete CD CD CV N 12.4' PLOT PLAN- SCALE: 1 "=10' SET ` /8' RB 4B 4565 II I I I' W, APPROVES PLANS )~.r . E�jI. DEPT, Ok to construct 20' x 49'-1" (982 square feet) addition to rear of house as shown on plan. Meets area and dimension regulations for SR-1AA zoning district. v ■ SCALE: 1 "=I 0' 30 60 DESCRIPTION: LOT 50 AND 51, FORT MELLON, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 69, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SURVEY PROVIDED BY: iND Boundary LSURVEYORS And LB 4565 I Mapping Associates, Inc. I �VILDINC 109 WEST ORANGE STREET SANFORD ALTAMONTE SPRINGS, FL. "A R 32714 PH. (407) 696-1155 I # 1 6- 1 0 2 8 I JOB NO.: 15-1684 APPROVED DATE: ENGTiIEEIRING PLANS DA'rE-l°t-Zo(�-__. FIELD: 08-14-15 I BY SIGNED: 08-18-15 f',N�sttc� tai m2 Et cll�tl tov 15' DRAWN BY: RWJ s r+4�� M�TCH cX t5T I kx, P.C.: CC CHECKED BY: RWJ SPECIALIZED IN: ARCHITECTURAL PLANS: ADDITIONS AND GES DDB PROJECT ENS:rSTTE CIVIHOUSE, , SEPTI AND SUBDIVISIONS "A" TYPE DRAINAGE S�EE� inc Office Phone: (305)280-5507 "We Bring Visions To Life" t Email: ddbsweet@earthlink.net PLAN FOR: JOHN AND NICOLE LUDWIG ADDRESS: 445 S. ELLIOTT AVE. SANFORD,FL. 2771 CHAD LINN P.E. LIC. # 57524 DATE: 02/2016 SCALE: PAGE: P.O. BOX 140024 ORLANDO, FL. 32814 GP PARCEL#: 30-19-31-525-0000-0500 C11 PHONE: 407-252-6433 APR - 5 21 sr: