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HomeMy WebLinkAbout1122 Willow Ave (2)b,1 . CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 11016 PERMIT APPLICATION K _. Application No: os7©3a• g4 Documented Construction Value: $ Job Address: 11��► 1� i 1 I ��t �J Gtl� �d�� Historic District: Yes ❑ No Parcel ID: — 1q-3 f 2—l�UB© " CSD Residential Commercial F1 Type of Work: Newt Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ 4 0" Description of Work: ID k, �f �rl✓G` ��S►,e`'K.�" Plan Review Contact Person: Phone: 4�yj IV 9_7 �Z!5 Fax: Title: Email: fi�.K�,c�_.'�j Property Owner Information Name l Lt,e-lC.j/ r %71iC _S pll ne L417? 3Z t--Z`'Z 7 -5 Street: _20 I %1>° 1� l ve_ Resident of property? SCSI h'�✓�dL �2`? 7 City, State Zip: ` Contractor Wor" oration` Name Street: City, State Zip: Phone: Y .. Fax: State License No.: Architect/Engineer Information Name: 1�itiy D �,�/E�1�`C (,T71 su%Mac) Phone: Street: 1995 M. A114 SY Fax: City, St, Zip • !SPA -"6:b&0 E-mail: I l I Fa V K I M 1.1 D e- 4S MW . Go Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE 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 regulating construction in this jurisdiction. I 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: 5t" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application CONT, M I L FLASH (Y (2) 2X BEAM W/ 1/2" DRIP ON 1X FASCIA BD PLYWD. FLITCH - SEE ALUM, OR VINYL FLR. PLAN FOR SIZE SOFFIT CONT, -0 1 4 W/ SCREEN VENT 4f THICKENED SLAB @ GARAGE (BEARING WALT_ SCALE: 3I8= 1'-0"16 (2) 2X4 TOP PLATE - 1 .4' "4' ] 4 7g` DETAIL "N' VTR jlj3"— VTR LINTELS BY QUALITY PRECAST Precast Lintel (8. X8 filled and unfilled) Total I Allowable Su erimDosed Load. -Pounds Per Linear Foot L -1� L-1 L-1 L-1 L-2', L -21L-2: arc o. Nominal Total - No Fill Filled Clear Lintel No Steel (1 Span Size J_ 1,15 2117-- 6191 7845 _-2 271 316" 5413 ,-3 2q8" 41011 3466 4363 -A 3211 41611 41011 3686 -5 11 54 ___2304__ 2906 rt 4"611 5110" 2045 2577 _-7 5"211 FIT 1722 2167 __8 61211 71611 1484 1865 __9 71011 8'411 1636 -10 80011 914 L 11 1138 1425 -1,11 91211 10,61, 989 1236 A2 1010" 11'4" L 1128 .13 11,17 12'6" L bul 1004 -14 12'0" 1314" L 749 931 -15 12'8" 14'0"4"On P. S. T 708 783 13'4" 14 -i FLORMABIELTYING COMDESIONIVIND 'MUM: $TMD"DFOknMDONMLCONSTR'UCrMKWMQH WIND • REGIONS 1CC-600.08 V uh - 140.ph V wd = 108 mph fig -104 deign 110.ph F WIND EXPOSURE CATEGORY - C SAM 0 R, PSI, P.& P.S. 0 P.S . P.S. 2 P.S. 14'0" 1167 1810" 1818" 20T 22T 15'4" 17'4" 191411 2010" 21'4" 24'0" AK ENCLOSURE CLASSRICATION FINCLOSM) LIVE LOADS: FLOOR LM LOAD - 40pof ROOFL VBLOAD- IOP -M oil DEAD WEIGHT OF MATHRIALS .. LOADS ACTUAL # BUITZING - UNFROI AND UNSPIDMED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDiff PROJECT MANAGEMENT Office Phone: (305) 280-5507 En x w w Email: 1lifefriend@g mail.com T54 "We Bring Visions 8 760 332 521 233 406 208 315 ADDRES�. ill 231 SANFORD, FL. 32771 1/2" DIA. x 7 EXP. 7/16" OS 30YR ARCH. SHINGLE PAGE, S2 ,�` WEDGE ANCHOR 0 2 x 4 32" 0 ' C W/ 2" ROOFING ON 30# FELT 2x6 P.T. BUCK WASHERS P.T 2 x 4 PRE-ENG'RED VD 12 W/ (3) \%6" BOLTS TRUSSES @ 24 O.C. R-30 INSULATION 80f C.M.U, EQUALLY SPACED SPL ®16" O.C. TYP. CONC. SLAB W/ 6x6, SIMPSON HETA 15 4 W/1,4 x 1,4 W.W.M, @ EA TRUSS 14 RECESS IN SLAB CONT. MTL FLASH & DRIP ON 1X FASCIA BD FIN. FLR. 3\" CONIC. SLAB P; �' R M�FR ALUM. OR VINYL 1/2" DRYWALL ON PIT. WOOD SPACE SLOPE TO R/W (2500 P -SJ.) W/ -M 65 MIL VAPOR SOFFIT CONT.. VENT R-4 INSUL. IN FURRING RECAST CONC. LINTEL 4 0 14 0 FIBERMESH OVER BARRIER W/ 4" SCREEN 0 4 0 4 4 4. 0 .0 .0 6 MIL. VAPOR FILLED KNOCKOUT SEE LINTEL SCH THIS SHT .0 . .0 .0 4 10. 0 -----BARRIER . -#5 REBARS CLEAN, COMPACTED 3 —FILL BLOCK W/ #5 BAF CONT, 4 00 CONT. ROT, 16 WALL BEYOND 0 10 0 0 MONOLITHIC FOUNDATION 0 0 0 4I/ g INTERIOR BEARING WALL PRE -ENG ALUMINUM PRE WINDOW SEE ANCHOR w/ (2) #5 CONT, w/ 25 LAP MIN, DETAILS ATTACHED 1'- 4" CLEAN COMPACTED FILL r 11RA11 11111111 11�IL__ PRECAST CONC. SILL WOOD SILL LI_j __j _00 �1111 4" CONIC. LSLAH 1-#5 CONT, #5 DOWEL IN FILLED CELL PAINTED STRUCK BLOCK AS REO'D IN PLAN o INSULATE PER ENERGY CAL 00 C ' #5 DOWEL W/ 30LAP RECESS CONC. PAD (SEE FND PLAN) SIZE 8" CMU WD BASE CONC.SLAB & FTG @ SLIDING GLASS DR. PER MFG. SPECS, VARIES 8" II ;7 6 THICKENED EDGE D I- TAIL SCALE: t > 2 #5 BAR CONT. BOT 31" BASE ALUMINUM THRESHOLD STD ACI 90"HOOK SILL FORMED ON SITE SLIDING CLASS DR. 3\" CONIC. SLAB (2500 P,S, ') wl I 2x4 P,T. BLOCKING FU LL H G T W ALL SECTIO N SLOPE PE FOOT 1 FIBERMESH ER OVER ° 6 MIL, VAPOR L V SCALE: 1/2"=1' 0" BARFZIER EXTERIOR DOOR SILL S2 SCALE: 3/8- I' -G" 6 1111j,1111111111 1 MIN, 2 SUNKEN SHOWER DETAIL k, SCALE: 112 1'-0 Residence Gar age 1/2" W.B, OVER --R 13 BATT iINSULATION 2x4 STUDS 16" ox. le_400� 7/16" OS 20 P,T, SOLE PL, W/ 1/2x81. SLOPE ANC, BOLT W/ 2" WASHER ©32 O.C. (SEE D.) 30YR ARCH. SHINGLE ROOFING ON 3D# FELT O4 0 1 L 0 0 PRE-ENG'RED WD 4 0 1 0 0 TRUSSES @ 24" O.C. (2) #5 DIA RODS CONTINUOUS 0 1. TRUSS WRAP-SIMPSON MT512 wl 25 LAP MIN. WITH (14) 10d NAILS CONT, M I L FLASH (Y (2) 2X BEAM W/ 1/2" DRIP ON 1X FASCIA BD PLYWD. FLITCH - SEE ALUM, OR VINYL FLR. PLAN FOR SIZE SOFFIT CONT, -0 1 4 W/ SCREEN VENT 4f THICKENED SLAB @ GARAGE (BEARING WALT_ SCALE: 3I8= 1'-0"16 (2) 2X4 TOP PLATE - 1 .4' "4' ] 4 7g` DETAIL "N' VTR jlj3"— VTR LINTELS BY QUALITY PRECAST Precast Lintel (8. X8 filled and unfilled) Total I Allowable Su erimDosed Load. -Pounds Per Linear Foot L -1� L-1 L-1 L-1 L-2', L -21L-2: arc o. Nominal Total - No Fill Filled Clear Lintel No Steel (1 Span Size J_ 1,15 2117-- 6191 7845 _-2 271 316" 5413 ,-3 2q8" 41011 3466 4363 -A 3211 41611 41011 3686 -5 11 54 ___2304__ 2906 rt 4"611 5110" 2045 2577 _-7 5"211 FIT 1722 2167 __8 61211 71611 1484 1865 __9 71011 8'411 1636 -10 80011 914 L 11 1138 1425 -1,11 91211 10,61, 989 1236 A2 1010" 11'4" L 1128 .13 11,17 12'6" L bul 1004 -14 12'0" 1314" L 749 931 -15 12'8" 14'0"4"On P. S. T 708 783 13'4" 14 -i Nok_: (P.S.) represent precast lintels prestressed using (2)'7/16" Diameter Prestressing Strands. VTR LAUND. TUB W/ SIMPSON H5 0 -m— BLOCKING REQUIRED 0 MID SPAN 8 EACH STUD TOP 2X4 #2 SYP. @ 12" O.C. 2X4 "X" BRACING W1 MAX. HEIGHT = 12'-4" (5) 10d EACH END _PT 2X4 BOTTOM PLATE W/ SIMPSON H5 @ 1/2")(8" AB EACH SIDE 4 & 14 EACH STUD BOTTOM LINTEL W/ (1) #5 CONT, 1/2" EXP. ANC. 8" MAX, ­ ___ #5 DOWEL IN FILLED CELL 3/4' FURRING STRIPS FROM EACH CORNER AS REO'D IN PLAN PRECAST HEADER :E WoIk_� ry#5 BAR VERT. REINFORCEMENT 5 DOWEL W1 30" LAP IX PT, NAILER TO BE SECURED > SIX P1, NAILER TO BE SECURED SEE FLOOR PLAN 8" CMU -16" X 16" SO. C.M.U. COLUMN W� TYP, FASTNER 8" O.C. W/ TYP, FASTNER 8" O.C. SEE FLOOR PLAN AND ELEVATIONS CI /8' T -NAILS OR 4d CU (T -NAILS OR 4ol CUT L X 4H x 1IF IF IF j F 4d CUT NAILS ACCEPTABLE) II CLD NAILS ACCEPTABLE) TZN W �- - = #5 DOWEL W/ 25 LAP .0 4" CONCRETE SLAB (MIN. 2500 P.S,Q W/ 112" PLYWOOD SHEATHING Uz D U0 LIJ --112" PLYWOOD SHEATHING TO BE (2) HOOK PER FLR, PLAN <4 11 10/10 WIRE MESH (OR W/ FIBER MESH) 2X4 BLOCKS E3 Jry ATTACHED TO 1X PT, W/ 1 112 OVER 6 -MIL VAPOR BARRIER ON CLEAN ry 0 STAPLES/ Bol COMMONS 6" O�C. Lj P) D FOOTING SEE FND PLAN COMPACTED TERMITE TREATED SOIL CMU WALL _j zi. FOR SIZE & NUMBER OF REBAR F" ROUGH ZD 2X4 BLOCKS z 20" NOTE: 7 M BOTTOM OF FOOTING TO BE 12" OPENING Li CL FURRING STRIPS BELOW GRADE MIN. ALL REBAR TO HAVE 3" MIN, COVER UP TO 8`0" BEVELED IX2 TO BE SECURED 1/2" GYPSUM BOARD W/ TYR FASTNER 8" 0,C,' :D 0 X2 TO BE SECURED BLOCK COL_UM SECTION @ PORCH (T -NAILS OR 4d CUT —BEVELED I NAILS ACCEPTABLE) W/ TYR FASTNER 8" O.C. (T -NAILS OR 4d CUT SCALE: N.T.S. NAILS ACCEPTABLE) PRESCAST SILL---- SILL �-8,1 CMU WALL FRONT VIEW SIDE VIE ARCHED WINDOW DETAIL NO. REVISION AND DATE ITEM N. T. S. D PER THE CITY OF SANFORD COMMENTS 9/7/16 REVISED ELEC., STRUCTURAL AND PLUMBING DETAILS RECORD COPY BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE, FLORIDA BUILDING CODE-BUIMINO 5111 EDITION (2014) FLORIDA BUILDING CODE-RISMONITALSMI DIL ON(2014) MSTINO BUILDING ODDS: FLORIDA BUILDING CODE -WASTING BUILDING 51HEDMON CM'Q ALTERATION II X CLASSIFICATION ELECTRICAL CCDB'. NATIONAL ELECTRICAL CODE 2011 1I CODS: FLORIDABUILDING CODE-PLUMMOSTUDDITION(2014) MECHANICAL CODEP. FLORIDA BUILDINO CODE-MHCIIANICAL STREDITTON (2014) OASCODR' FLORIDA BUILDING COD"UBL GAS 5THEDDION (2014) I. -I IVP' NFPA 58 LIQUI POTROLEM GASSES LATEST EDITION NFPA 13 INSTALLATION OF SPRINKLES. SYSTEM SANITARY SEWER RISER DIAGRAM LATEST OSHA ACCESSIBILITY STH EDITION (2014) SCALE: N. T, S. FIRE CODES: FLORIDA FIRE PRIIIIIENTION CODE 51H EDITION M14) ENGINEERS NOTES ENOINEERE REVIEW AND APPROVAL OF TRUSS, INFORMATION AND LINTEL INFORMATION 19 BASED UPON THE INFORMATION CONTAINED HBRIN. sHotnD THE OWNER OR CONTRACTOR GRANDE TRUSS COWAIIEES OR LETM COMPANIES, YURTHBR REV19W By THE BUILDING EINGINSERISREQU[IIEW AND OTHER STRVICTURBS-SMI CHAD LINN P.E. LIC. # 57524 P.O. BOX 140024 ORLANDO, FL. 32814 PHONE: 4.07-252-6433 FLORMABIELTYING COMDESIONIVIND 'MUM: $TMD"DFOknMDONMLCONSTR'UCrMKWMQH WIND • REGIONS 1CC-600.08 V uh - 140.ph V wd = 108 mph fig -104 deign 110.ph F WIND EXPOSURE CATEGORY - C SAM 0 R, PSI, P.& P.S. 0 P.S . P.S. 2 P.S. 14'0" 1167 1810" 1818" 20T 22T 15'4" 17'4" 191411 2010" 21'4" 24'0" AK ENCLOSURE CLASSRICATION FINCLOSM) LIVE LOADS: FLOOR LM LOAD - 40pof ROOFL VBLOAD- IOP -M oil DEAD WEIGHT OF MATHRIALS .. LOADS ACTUAL # BUITZING - UNFROI AND UNSPIDMED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDiff PROJECT MANAGEMENT Office Phone: (305) 280-5507 En x w w Email: 1lifefriend@g mail.com T54 "We Bring Visions 8 760 332 521 233 406 208 315 ADDRES�. ill 231 Nok_: (P.S.) represent precast lintels prestressed using (2)'7/16" Diameter Prestressing Strands. VTR LAUND. TUB W/ SIMPSON H5 0 -m— BLOCKING REQUIRED 0 MID SPAN 8 EACH STUD TOP 2X4 #2 SYP. @ 12" O.C. 2X4 "X" BRACING W1 MAX. HEIGHT = 12'-4" (5) 10d EACH END _PT 2X4 BOTTOM PLATE W/ SIMPSON H5 @ 1/2")(8" AB EACH SIDE 4 & 14 EACH STUD BOTTOM LINTEL W/ (1) #5 CONT, 1/2" EXP. ANC. 8" MAX, ­ ___ #5 DOWEL IN FILLED CELL 3/4' FURRING STRIPS FROM EACH CORNER AS REO'D IN PLAN PRECAST HEADER :E WoIk_� ry#5 BAR VERT. REINFORCEMENT 5 DOWEL W1 30" LAP IX PT, NAILER TO BE SECURED > SIX P1, NAILER TO BE SECURED SEE FLOOR PLAN 8" CMU -16" X 16" SO. C.M.U. COLUMN W� TYP, FASTNER 8" O.C. W/ TYP, FASTNER 8" O.C. SEE FLOOR PLAN AND ELEVATIONS CI /8' T -NAILS OR 4d CU (T -NAILS OR 4ol CUT L X 4H x 1IF IF IF j F 4d CUT NAILS ACCEPTABLE) II CLD NAILS ACCEPTABLE) TZN W �- - = #5 DOWEL W/ 25 LAP .0 4" CONCRETE SLAB (MIN. 2500 P.S,Q W/ 112" PLYWOOD SHEATHING Uz D U0 LIJ --112" PLYWOOD SHEATHING TO BE (2) HOOK PER FLR, PLAN <4 11 10/10 WIRE MESH (OR W/ FIBER MESH) 2X4 BLOCKS E3 Jry ATTACHED TO 1X PT, W/ 1 112 OVER 6 -MIL VAPOR BARRIER ON CLEAN ry 0 STAPLES/ Bol COMMONS 6" O�C. Lj P) D FOOTING SEE FND PLAN COMPACTED TERMITE TREATED SOIL CMU WALL _j zi. FOR SIZE & NUMBER OF REBAR F" ROUGH ZD 2X4 BLOCKS z 20" NOTE: 7 M BOTTOM OF FOOTING TO BE 12" OPENING Li CL FURRING STRIPS BELOW GRADE MIN. ALL REBAR TO HAVE 3" MIN, COVER UP TO 8`0" BEVELED IX2 TO BE SECURED 1/2" GYPSUM BOARD W/ TYR FASTNER 8" 0,C,' :D 0 X2 TO BE SECURED BLOCK COL_UM SECTION @ PORCH (T -NAILS OR 4d CUT —BEVELED I NAILS ACCEPTABLE) W/ TYR FASTNER 8" O.C. (T -NAILS OR 4d CUT SCALE: N.T.S. NAILS ACCEPTABLE) PRESCAST SILL---- SILL �-8,1 CMU WALL FRONT VIEW SIDE VIE ARCHED WINDOW DETAIL NO. REVISION AND DATE ITEM N. T. S. D PER THE CITY OF SANFORD COMMENTS 9/7/16 REVISED ELEC., STRUCTURAL AND PLUMBING DETAILS RECORD COPY BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE, FLORIDA BUILDING CODE-BUIMINO 5111 EDITION (2014) FLORIDA BUILDING CODE-RISMONITALSMI DIL ON(2014) MSTINO BUILDING ODDS: FLORIDA BUILDING CODE -WASTING BUILDING 51HEDMON CM'Q ALTERATION II X CLASSIFICATION ELECTRICAL CCDB'. NATIONAL ELECTRICAL CODE 2011 1I CODS: FLORIDABUILDING CODE-PLUMMOSTUDDITION(2014) MECHANICAL CODEP. FLORIDA BUILDINO CODE-MHCIIANICAL STREDITTON (2014) OASCODR' FLORIDA BUILDING COD"UBL GAS 5THEDDION (2014) I. -I IVP' NFPA 58 LIQUI POTROLEM GASSES LATEST EDITION NFPA 13 INSTALLATION OF SPRINKLES. SYSTEM SANITARY SEWER RISER DIAGRAM LATEST OSHA ACCESSIBILITY STH EDITION (2014) SCALE: N. T, S. FIRE CODES: FLORIDA FIRE PRIIIIIENTION CODE 51H EDITION M14) ENGINEERS NOTES ENOINEERE REVIEW AND APPROVAL OF TRUSS, INFORMATION AND LINTEL INFORMATION 19 BASED UPON THE INFORMATION CONTAINED HBRIN. sHotnD THE OWNER OR CONTRACTOR GRANDE TRUSS COWAIIEES OR LETM COMPANIES, YURTHBR REV19W By THE BUILDING EINGINSERISREQU[IIEW AND OTHER STRVICTURBS-SMI CHAD LINN P.E. LIC. # 57524 P.O. BOX 140024 ORLANDO, FL. 32814 PHONE: 4.07-252-6433 N FLORMABIELTYING COMDESIONIVIND 'MUM: $TMD"DFOknMDONMLCONSTR'UCrMKWMQH WIND • REGIONS 1CC-600.08 V uh - 140.ph V wd = 108 mph fig -104 deign 110.ph F WIND EXPOSURE CATEGORY - C SAM 0 R, AK ENCLOSURE CLASSRICATION FINCLOSM) LIVE LOADS: FLOOR LM LOAD - 40pof ROOFL VBLOAD- IOP -M oil DEAD WEIGHT OF MATHRIALS .. LOADS ACTUAL # BUITZING - UNFROI AND UNSPIDMED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDiff PROJECT MANAGEMENT Office Phone: (305) 280-5507 En x w w Email: 1lifefriend@g mail.com "We Bring Visions To JAfe" PLAN FOR: CHUCK. GUESS ADDRES�. 41122 W1 LOW AVE. SANFORD, FL. 32771 DATE:06/2016 NOTED ZCALE: PAGE, S2 ,�` PARCEL#: 30-1 9­31-522-0000-0040EAL N co i it ViI ti Ia LEGAL DESCRIPTION PER ORB 8195 PG. 773 LEGAL LOT 4 HOLDEN REAL ESTATE COMPANY PB 1 PG. 87 PARCEL I.D.#: 30193152200000040 ■ HOUSE PLAN SCOPE OF WORK ■ CONSTRUCT 1 STY CONC. RES. CONSISTING OF FOR (3) BEDROOMS AND (2) BATH ON CONCRETE FOUNDATION. y CHUCK■GU SS M ALTHOUGH GREAT CARE HAS BEEN TAKEN TO INSURE ACCURACY, MISTAKES CAN OCCUR. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DDB SWEET BEFORE BEGINNING CONSTRUCTION. A 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, 1122 WILLOW AVE. SANFORD, FL. 32771 AREA TABULATION PROPOSED LIVING AREA 1,201 SQ.FT. PROPOSED GARAGE 265 SQ.FT. PROPOSED CONCRETE PATIO 64 SQ.FT. PROPOSED PORCH 24 SQ.FT. TOTAL PROP. AREA 1,554 SQ. FT, INDEX NUNN—. ZAA A Af/'0_N`_fi 62// CS COVER SHEET FU XON S AI/A -7 Al PROPOSED FOUNDATION PLAN '�:i C� G041LP 1/4- I�T w, is F S CD MM E 1AL. E, I SJ B I ...... ....... S1 ST w. A2 PROPOSED FLOOR PLAN . ...... M W 2NDF1­ 2ND '31 LLJ 3r z El PROPOSED ELECTRICAL PLAN W. 3RD 'T E, J� E. 3RD 4TH, ST ST *�� - L,J pk" � It, 'E < J.. E. 2ND ST ...... ... .... C.") an E 2ND ST T1 PROPOSED TRUSS PLAN T,� U, E. 4T ST BUILDING CODE CRITERIA: W, f�l Sf E < A3 PROPOSED ELEVATION PLANS FLORIDA BUILDING CODES: V 6TIJ S1 El j :px (31-h] . ... .... .. . .............. LA -1 Ln _Lj :2-, RECORD COPY NEW BUILDING CODE: FLORIDA BUILDING CODE-SUILDING STH EDITION (2014) FLORIDA BUILDING CODE -RESIDENTIAL 5TH ON(20L4) V 7TH Sl' E, 2 Thi QD S1 STRUCTURAL DETAIL SHEET 1 waSTINO BUILDING COVE. W, 8fH �T L dfli Sl' I_j (5 - > =7 FLORIDA BUILDING CODE-E]USTING BUILDING STH EDITION (20 14) ALTERATION LEVEL X CLASSIFICATION W, 9111 S 9 Sr - ------- C.,. E. 8TH ST I V, S2 STRUCTURAL DETAIL SHEET 2 ELECTRICAL CODE. NATIONAL ELECTRICAL CODE 2011 . V . ! 01'H . .. . ...... ...... 9T E. . . ....... .... . ..... I 0I I- ... . .. .... . ST . .. .. E, Wfl-1 . .. ... .. .... .. ....... ..... F. � 9 1"1-1 Ij-1 SI C) ;z C1 PLOT PLAN (CIVIL) REVIEWED POR CODE COMPLIANCE PLUMBING CODE: FLORIDA BUILDINQ COD&PLUISWO STH EDITION (20114) MECHANICAL CODE: < --Z . . ... ..... W. 11T[1 S-1 F, I IT� S]" (:D E, I I T11 31 .............. d= PLANS GRI�NER FLORIDA BUILDING CODE-IvIECHANICAL 5TH wrnci� wl'4) V 121 1i ST E..". CFI CR 415 M1 PROPOSED DUCT PLAN (BY OTHERS) GAS CODE: FLORIDA BUILDING CODE -FUEL GAS 5TH EDITION r201,4 NEPA 58 LIQUIFIED PETROLEM GASSES LATEST EDITION _j 1"N", 113TIA s;T JE, 11,M] Sr ......... . .. .............. . . DATE NFFA 13 INSTALLATION OF SPRD03,ER SYSTEMS LATEST OSHA '1 14111! kl"' �, '14 U i (M T2 PROPOSED TRUSS PLAN (BY TRUSS FACTORTY) ACCESSIBMITY STH EDITION (2014) FIRE CODES: FLORIDA FIRE PREVENTION CODE SM EDITION (2014) VICINITY MAP SITE SANFORD ENGINEERS NOTES A PERMIT ISSUED SHALL BE CONSTRUED TO BE A US LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND SCOPE OF REVISIONS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PRE VENT 1,11 -an INFORMATION IS BASED UPON THE INFORMATION CONTAINED HEM SHOULD UIE OWNER ORCONTRACTORCHANOE TRUSS COMPANIES OR LINTEL CONeANMS, FURTI*R REVIEW BY THE BUILDING OFFICIAL FROM THEREAFTER TM RMI)INO ENGINEER IS RHQUWMV CURRENT REVISION NUMBER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE NEN�M DESIGN LOAD$ FOR BUILDINGS AND OTIM STRUCTURES (ASCHMI 7-10) FLORIDA BUILDING CODE DESIGN WIND SMM. STANDARD FOR RESIDENTIAL CONSTRUCTION IN 190H WIND uj COMPACTION TEST REGIONS ICC -600-09 V uk -140 mph, V and -109 a* figura 104 daip wind spood (3 smond gusty 110 mph > CORRESPONDING COMMENT NUMBER REQUIRED WIND MMSURE CATEGORY C FROM PLAN REVIEW COMMENTS Results to be Verified RISK CATEGORY - II Lu NOTE! REVISED ITEM SHALL BE INSIDE BOLD CLOUD AS at Stab Inspection ENCLOSURE CLASSIFICATION-ENCLOSED: LASSIFICATION - ENCLOSED 0 SHOWN HERE 7 LIVE LOAM: FLOOR LIVE LOAD - 40 pof ROOF LIVE WAD -16 M 111 OTHER DEAD LOADS = ACTUAL WEIGHT OF MATERIALS # 2 2 8 0= REVISION IDENTIFICATION 14 FORD BUILDING =UNPROTECTED AND UNSFRM&LED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDB PROJECT MANAGEMENT Office Phone: (305) 280-5507 SYMBOLSSM�EET Email: llifefriendr&gmaii.com "We Bring Visions To L#e" SECTION NUMBER PAGE NUMBER PLAN FOR, CHUCK GUESS DIRECT OF SECTION 1122 WI LOW AVE. ADDRESS. SANFORD, FL. 32771 CHAD LINN P.E. LIC. # 57524 DATE: 06/2016 SCALE: PAGE: NO. REVISION AND DATE ITEM P,O. BOX 140024 PER THE CITY OF SANFORD COMMENTS 9/7/16 PER THE CITY OF SANFORD COMMENTS 9/7/16 ORLANDO, FL. 32814 PHONE: 407-252-6433 PARCEL#: 30-19-31-522-0000-0040 C—S 20 BLOCKING 15/32" PLYWOOD AT BRACE LOCATIONS ROOF SHEATHING SEE ZONE CHART DTL #8 X4 OUT OOKER @ 24" 0 C -' w xx .; ■ MAX. 244'; !a.H.) W/ A34 0 24" O,C. 7/16" OSB W/ 3/4" STUCCO OR 19/32" T-111 ' 16d's 6" 0/C 2X4 WIND BRACE :0 RIDGE M & AT 8 FT 0/C TOI 3rd TRUSS AT A H = 0 TO 4 FT = NO 2X REQUIRED H = 4FT TO 10 FT = 2X4 REQUIRED H = 1OFT - 14'--�" FT = 2X6 REQUIRED® 2 KING x 4 Y META16 ® 24" 0/C OR 1/4" X 3" x GALV. LAG BOLTS 16" 0/C x. 2X PT BOTTOM PLATE 2x4 96" O/C _/ 8" T1-11 WOOD PANEL DOUBLE LINTEL W/ (1 FASTENED TO CEILING BOARD OR EQUAL BARIN EA, COURSETOP OF BOTTOM �Sl5 PRECAST C�fa LINTEL CHORDS WITH 1/2" A.B. 0 48" 0 ETAIL MAY BE SUBSTITUTED (2) 16d PER TRUSS FOR DOUBLE LINTEL AS REQUIRED) 1 -STORY CMU GABLE END (FLAT CEILING) N.T.S. 2X4 BLOCKING 15/32" PLYWOOD AT BRACE LOCATIONS ROOF SHEATHING SEE ZONE CHART 2X4 OUTLOOKER @ •-24" 0/C (MAX, 24" O.H.,) W/ A34 © HOUSE END 7/16" OSB W/ 3/4" STUCCO OR , 19/32" T-111 1 Ed"s 6" 0/C TYP, ``-2X4 , WIND BRACE 0 RIDGE KING & AT 8 FT 0/C TO 3rd TRUSS 4 2x6 #2 SPF VERTICAL IVE:MBERS © 24"O/C FIFE BLOCKING 5/8, GYPSUM BOARD OR MET416 @ 24" 0/C OR 1/4" X 3" 2x4 96 0/C 1/2 U.S.G. SAG RESISTANT GALV., LAG BOLTS 16" O/C FASTENED TO CEILING BOARD OR EQUAL TOP OF BOTTOM 2X . P'T BOTTOM PLATE CHORDS WITH (2) 16d PER TRUSS DOULE TEL // (( )) #5 f3AR IN EA COUR1SE 1/2" A,B. (9 32" 0 lSD5 PRECAST OR LINTEL DETAIL MAY BE SUBSTITUTED FOR DOUBLE LINTEL AS REQJIRED) 1 -STORY CMU GABLE END (VAULTED CEILING) , DOUBLE TRUSS ASSEMBLY OPTION PROPOSED ROOF FRAMING PLAN NO. REVISION AND DATE ITEM © PER THE CITY OF SANFORD COMMENTS 9/7/16 REVISED ROOF FRAMING PLAN 1/4# = 1'-0" CHAD LINN P.E. LIC. # 57524 P.O, BOX 140024 ORLANDO, FL. 32514 PHONE: 407-252-6433 BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING COD&BUQAING STH EDITION (2014) FLORIDA BUILDING COD&RESIDENTIAL STH EDITION (2014) EXISTING BUILDING CODE: FLORIDA BUILDING CODE -EXISTING BUILDING 5TH EDITION (7014) ALTERATION LEVEL X CLASSIFICATION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 PLUMBINGCODE: FLORIDA BUILDING COD&PLUMBINO STH EDITION (2014) MECHANICAL CODE: FLORIDA BUILDING COD&MECAAMCAL 5TH EDITION M14) 1 GAS CODE: FLORIDA BU]I"D1NG COD&FUEL GAS STH BDIITON (2014) NFPA 58 LIQUME D PETROLEM GASSES LATEST EDMON NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS LATEST OaJA 12 ACCESSIBILITY STH EDITION (2014) FIRE CODES: FLORIDA FIRE PREVENTION CODE STH EDITION (2014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LINTEL INFORMATION IS BASED UPON THE INFORMATION CONTAINED II RRIN, SHOULD THE OWNER OR CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COhOANIES, FURTHER REVIEW BY THE BUILDING ENGINEER IS REQUIRED/ MI DRUM DESIGN LOADS FOR BVI DINGS AND OTHER STRUCTURES (ASCEISEI7.10) FLORIDA BUILDING CODE DESIGN WIND SPEED: STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH WIND REGIONS ICC600.06. V uR- 140 mph, V rd -106 mph $gme 104 design wind speed (3 seoond gust):110 mph WIND EXPOSURE CATEGORY - C RISK CATEGORY - I ENCLOSURE CLASSIFICATION ®ENCLOSED LIVE LOADS: FLOOR LIVE LOAD - 40 psf ROOF LIVE LOAD -16 PSF OTHER DEAD LOADS - ACTUAL WEIGHT OF MATERIaS BUILDING - UNPROTECTED AND UNRTJNKLED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES DDB ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT ------ -- Office Phone: (305) 280-5507 SVMET .. Email: 1 lifefriend aOgmail.com We Bring Visions To Life PLAN FOR: CHUCK GUESS ADDRESS: 1122 WI LOW AVE. SANFORD FL. 32771 DATE: 06/2016 SCALE: PAGE: C PARCEL#:30-19-31-522-0000-0040 A'3 SEAL . 3,/4' STUCCO EXT. FINISH PROPOSED REAR ELEVATION (WEST) -011 1/4 PROPOSED 14% 14" � nnnnnr,rn 12 8'-0" ABOVE_ FIN. FLR, PROPOSED � � PROPOSED 4" STUCCO TRIM 3/4" STUCCO EXT. FINISH PROPOSED FRONT ELEVATION (EAST) PROPOSED 14% 14" STUCCO QUIONS PROPOSED A/C UNIT GRADE MIN, ROOF VENT CALCULATIONS 1,69 150 = 11.31 PROVIDE 12 S.F. OF ROOF VENT (MIN.) � rL<� PROPOSED PROPOSED SIDE ELEVATION - SOUTH 3/4" STUCCO EXT. FINISH PROPOSED SIDE ELEVATION - FLORIDA HCID.DING CODES: UILDINO CODH-HUQ DING STH>IDT3TON (2014) PROPOSED NBIY HUBBUMD FLORIDA BMLDINO CODE-RMMBNTIAL YMBDMON (2014) NORTH MSVNa 3/4" STUCCO EXT. FINISH FLORIDAtU INOCODS: FLORDA $UB,DINO CODS -WESTING BUII.DING6THEDITION (7014) . 1�4f! — if -o"1 1/41, � 11-0" �E NAT1ONALEI,EC7f&iCtAL CODH2OI1 TUCCO QUIONS as PLUMBMG CODH FLORIDA BUILDING COD&PLC UWO STE EDITION (2014) MHCHAMCAL CCD& FLORIDA BUQ,pIN4COD&I MWWALSMED1T10N(7014) GASCODE: FLORIDA HVE.DING COD&FOffi3OAS 5T8)3DITICQI(2014) NFPASS LIQiIIFIBD PBTROLI3A GA5SH9 LAT89T EI)TTIO'N NFPA 13INSTALLA= CE SPRINKLM SYSTEMS - LATE"OSHA ACCESSIBILITY STH EDITION (1Mo PROPOSED � � PROPOSED 4" STUCCO TRIM 3/4" STUCCO EXT. FINISH PROPOSED FRONT ELEVATION (EAST) PROPOSED 14% 14" STUCCO QUIONS PROPOSED A/C UNIT GRADE MIN, ROOF VENT CALCULATIONS 1,69 150 = 11.31 PROVIDE 12 S.F. OF ROOF VENT (MIN.) BUILDING CODE CRITERIA: PROPOSED PROPOSED SIDE ELEVATION - SOUTH 3/4" STUCCO EXT. FINISH PROPOSED SIDE ELEVATION - FLORIDA HCID.DING CODES: UILDINO CODH-HUQ DING STH>IDT3TON (2014) PROPOSED NBIY HUBBUMD FLORIDA BMLDINO CODE-RMMBNTIAL YMBDMON (2014) NORTH MSVNa 3/4" STUCCO EXT. FINISH FLORIDAtU INOCODS: FLORDA $UB,DINO CODS -WESTING BUII.DING6THEDITION (7014) . 1�4f! — if -o"1 1/41, � 11-0" ALTI�RATIO14 LRVEL X CLASSIFICATION BLEMICAL CODR; NAT1ONALEI,EC7f&iCtAL CODH2OI1 I PLUMBMG CODH FLORIDA BUILDING COD&PLC UWO STE EDITION (2014) MHCHAMCAL CCD& FLORIDA BUQ,pIN4COD&I MWWALSMED1T10N(7014) GASCODE: FLORIDA HVE.DING COD&FOffi3OAS 5T8)3DITICQI(2014) NFPASS LIQiIIFIBD PBTROLI3A GA5SH9 LAT89T EI)TTIO'N NFPA 13INSTALLA= CE SPRINKLM SYSTEMS - LATE"OSHA ACCESSIBILITY STH EDITION (1Mo FIRE CODES: FLORIDA FIRE PRBVANTION CODE SMEDITION (201 4) 1 ENGWEERS NOTES ENGINEERS RBVMW AND APPROVAL OF TRUSS INPORMAT[ONAM LINTHL INFORMATION IS BASED UPON TIM INFORMATION CONTAROD . HERIN. SHOULD THIS OWNER OR CONTRACTOR CHANOE - TMS COMFANTBS ORLINTBL COMPAN= FURTMMRHVj1 W BY - - TM BUILDING BNOOMWIS REQU]RED/ _., MINtkIWDESIGN LOADS POP. BUILDINGS AND OTHER STRVCTURHS (ASCRISK 7-10) FLORIDA BUILDING CODEDEM(W WAND SF44ID: STANDAM POR RESIDENTIAL CONSTRUCTION IN MOO WIND REGIONS ICC -600-05 V uh-140 mph, V md-108mph fliwo 104 J"Ipwind speed (3 ammdSV4130mph WIND EXPOSURE CATEGORY -C RISK CATEGORY -II - ENCLOSURE CLASSIWAMN- ENCLOSED .. - LIVELOADS: FLOOR LIVE10AD-40pef ROOFLIVELOAD-16PSF . OTI3M DEAD LOADS - ACTUAL WEIGHT OF MATERIALS BUILDING - UNPROTECTED AND UNSPIROUM SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES DDB ENGINEERING PLANS: SITE'CIVIL, SEPTIC AND SUBDIVISIONS PROJECT MANAGEMENT --- Office Phone: (305) 280-5507 SN -ET -M- Email: 1lifefriend mail.com j "We Bring Visions To Life" PLAN FOR: CHUCK GUESS 1122 WI LOW AVE. ADDRESS: SANFORD FL.3 2771 CHAD LINN P.E. LIC. # 57524 DATE: 06/2016 SCALE: PAGE: NO. REVISION AND DATE ITEM P.O. BOX 140024 ORLANDO, FL. 32814 fF A4 PHONE: 407-252-5433 P/RC E L#:30-19-31-522-0000-0040 CHAIR BLACK PIPE THRU BLOCK #5'S AS SHOWN FILL CELLS SOLID PIPE THRU STEM WALL DETAIL "LOCK NEW BLOCK M►m Le BLOCKNEW BLOCK ­Z EXIST. KEYED BLOCK DETAIL LJ SCALE. N. IS WALL SPLICE DETAIL 7 SCALE: N, T. S. FOOTER NEW BLOCK NOTE: BLOC( WALL KEY IN SHALL BE AT EXISTING AND PROPOPOSED CONNECTION POINT. (TYP. FRONT WALL) 4` CNC. W/ 6X6 10/10 WIWMI PIPE THRU ADD (1) #5 25/' LAP FOOTER PIPE THRU MONO FTG. DETAIL - (n" I tip PLAN DETAIL @ RE NE LAP SPLICE @ CONT FTG CORNERS BARS W/ 30" LAP CORNER BARS SHALL BE SAME SIZE & QTY AS FTG REINF PLAN DETAIL_ @ CORNERS BAR LAP SPLICE @ CONT FTG 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. WINDOW SIZE KEY V VIVVL IVII V 11PI I 1\PMIVIII VV MAX SPAN 24"0.C. JI I"IVJ RAFTER SPANS CEILING JOISTS NOTE MASONRY FRAME 2x12 12"o.c. 23'4" max span 1820 SH12 20"x24" +_ 1830 SH 13 20"06" 2x6 12"o,c. 14'9" max span 1840 51114 20"x72" 1850 SH 16 20"x60"+ 2x10 24"o.c, 14'1" max span 1860 S1112 20"x24"+ 200 15"o.c, 22'1" max span 2020 51111-13 24"x24" ± 2030 SH12 20"06" + 2040 SH1H4 24"x48"± 2050 SH1H5 24"x60"+ NOTE: ALL SPANS BASED ON #2 2060 SH1H6 24"x72"+ 2220 N /A 26"x24" + 2230 N /A 20"x36" + 2240 N/A 26"x48" + 2250 N A 26"x60"+ 2260 N/A 26"x72" +_ 2620 IJ /A 30"x24" +_ 2630 N A 30"x36"+_ a- 1 6d 2640 N /A 30"x48" + 2650 N /A 30%60" + 2660 IN /A 30"x72" + 3020 '51-122 36"x24" -+- 3030 SH23 36"x36" + 3040 'SH24 36"x48" + 3050 5H25 36"x60" ± 3060 SIJ26 36"x72" + 4020 N 7A 48"x24" ± 4030 N/A 48"x36" ± 4040 N /A 48"x48" + 4050 N /A 48"x60" ± 4060 'N/A 48"02" +_ 4020 51-132 53"x24" +_ 4030 S1133 53"x36" +_ 4040 SH34 53"x48" -4- 4060 4060 SH35 53"x60" ± 4444 _ N /A 52"x52" ± 1820 51 53%72" + 1450 ATR is all threaded rod REa'0! TRUSS FRAMING PLAN 2x4 W/ 2-13d 8. GENERAL NOTES �--- 1) CODES: 1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010). 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 - 3500 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 A14D CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION 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" PER SECTION 2101.3.1 OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) BOTTOM PLATE 1 45 VERT. REIN) C.M.Ur7 I , i . a / P.T. END STUDS' 1/2" ANCHOR BLOT @ 48" ❑/C (VERT,) (3 MIND FRAME TO BLOCK CONNECTION. NOTES: Lor-11CO DETAIL "A" S T V VIVVL IVII V 11PI I 1\PMIVIII VV MAX SPAN 24"0.C. JI I"IVJ RAFTER SPANS CEILING JOISTS FLOOR JOISTS 2x6 12"o.c. 14'9" max spon 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 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 spun 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 2x8 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 REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE 200 15"o.c, 22'1" max span 2x8 16"o.c. 16'7" max spon GRADE 40, 2x10 24"o.c. 18'1" max span 2x8 24"o.c. 13'7" max span DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2010 ED. F.B.C. 2x12 12"o.c. 26'0" max span 2x10 12"o.c, 22'9" max span ROOF LIVE LOAD: 20 P,S.F, 2x12 16"o.c, 26'0" max span 2x10 16"o.c, 19'9" max span WIND LOADS: IN ACCORDANCE W/ F.B.C. 01 EDITION FOR 2x12 24"o.c. 21'4" max span 2x10 24"o.c. 16'1" max span 140 MPH REGION REFERENCING ASCE-7 NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF-LIVE LOADS ^ GENERAL NOTES �--- 1) CODES: 1.1 FLORIDA RESIDENTIAL BUILDING CODE (2010). 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 - 3500 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 A14D CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION 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" PER SECTION 2101.3.1 OF THE 2010 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE) BOTTOM PLATE 1 45 VERT. REIN) C.M.Ur7 I , i . a / P.T. END STUDS' 1/2" ANCHOR BLOT @ 48" ❑/C (VERT,) (3 MIND FRAME TO BLOCK CONNECTION. NOTES: Lor-11CO DETAIL "A" S T 1. FOUNDATION DESIGN BASED ON 2000 P,S.F, MINIMUM ALLOWABLE BEARING Totalo Lintel Size Fill Filled No Steel (1)#5 AA PRESSURE, SUBMIT SOILS REPORT BY FLORIDA REGISTERED ENGINEERING FOR 10, THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 3'6" 4'0" 4'6" 64" 511011 616" 716" In 91411 101611 1114" 1216" 1314" 141011 1418" 1514" 171411 19'4"406 20'0"376 2114" 2410" REVIEW PRIOR TO FOUNDATION POUR. 5413 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301-79 AND SHOP CONTRACTOR IS TO ASCERTAIN THAT ALL 045 1 2577 DRAWINGS WITH A.C.I. 315-80. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT 1865 4 CONSTRUCTION SHALL BE IN COMPLIANCE WITH FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. 1 MTS12 CONCRETE 28 DAY STRENGTH; SLABS, FOOTING; 2500 P.S.I. 2/ 3/4" MAX. =` ---(1)IMPSON HTSM 16 783 AGGREGATE. /�� 1 p 4 T ,PCONS 4, REINFORCING STEEL; ASTM A615, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE 1/4 X 2 AND (8) 10d NAILS DOCUMENTS ARE IN ACCORDANCE WITH GRADE 40, Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. 5. DESIGN LOADS: IN ACCORDANCE WITH F.B.C., 2010 ED. F.B.C. AT FILLED 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT ROOF LIVE LOAD: 20 P,S.F, LINTEL WIND LOADS: IN ACCORDANCE W/ F.B.C. 01 EDITION FOR LSTA36 CONTRACTOR OBSERVES THAT PORTIONS OF 140 MPH REGION REFERENCING ASCE-7 DESIGNED IN COMFORMANCE WITH F.B,C. LATEST EDITION. I-STA.111 INTERIOR PARTIONS: 5 P.S,F, PERPENDICULAR TO WALL FACE CORRECTION FOR ABSENT 6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE W/ F.B.C, VARIANCE THEREWITH, THE CONTRACTOR TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL LINTEL STRAP DETAIL SHALL PROPMPTLY NOTIFY THE DESIGNER IN PRIOR TO FABRICATION. 7. LUMBER GRADE SHALL BE: N.T.S. TRUSS NOTES: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. BE INITIATED AND ACCOMPLISHED BY APPROPRIATE OVERBUILT FRAMING FB -1500 PSI MODIFICATION. B, WALLS, BLOCKING, MISC, #2 SPF PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL. HHS96 C, SILL PLATES #S. Y. P. P. T, 6-18d 8 ALL NAILS SHALL BE COMMON WIRE NAILS GEN ERA L NOTES : Mark o. UNLE S NO ED OTHERWISE, 9. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED Totalo Lintel Size Fill Filled No Steel (1)#5 AA L-2 L-3 L-4 L-5 L-6 L-7 L-8 L 0 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L-19 P.S. L-20 P,S. L-21 P.S. L-22 P.S. 10, THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY SSTD 10-99 3'6" 4'0" 4'6" 64" 511011 616" 716" In 91411 101611 1114" 1216" 1314" 141011 1418" 1514" 171411 19'4"406 20'0"376 2114" 2410" 6-10d 5413 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD 1. CONTRACTOR IS TO ASCERTAIN THAT ALL 045 1 2577 DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 1865 4 CONSTRUCTION SHALL BE IN COMPLIANCE WITH 1425 11 CONCRETE FLOOR SLAB IS EXPECTED TO DEVELOP SHRINKAGE CRACKS. 1 MTS12 ALL APPLICABLE BUILDING CODES AND LOCAL 7 931 783 548 760 RESTRICTIONS AND THAT THE CONSTRUCTION 621 SUBMITTAL NOTES: LSTA12 DOCUMENTS ARE IN ACCORDANCE WITH 237 Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. LSTA24 APPLICABLE LAWS, STATUES, ORDINANCES, AT FILLED 1. SPECIALTY ENGINEER FOR PRE-ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT ISTA30 CODES, RULES, AND REGULATIONS. IF THE FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION, PRE-ENGINEERED WOOD TRUSSES SHALL BE LSTA36 CONTRACTOR OBSERVES THAT PORTIONS OF GAS CODE: DESIGNED IN COMFORMANCE WITH F.B,C. LATEST EDITION. I-STA.111 THE CONSTRUCTION DOCUMNETS ARE AT 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT MSTA36 VARIANCE THEREWITH, THE CONTRACTOR BRACING AS REQUIRED BY SPECIALTY ENGINEER. H TA SHALL PROPMPTLY NOTIFY THE DESIGNER IN 1 ply truss)1365 WRITING AND THE NECESARY CHANGES SHALL TRUSS NOTES: FIRS CODES: BE INITIATED AND ACCOMPLISHED BY APPROPRIATE 1, TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTEREDENGINEER EXPERIENCED IN TRUSS DESIGN, MODIFICATION. ENGINEERS NOTES PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL. HHS96 14-1 Arf 6-18d BEAR THE SEAL OF THE ENGINEER, 2. DIMESIONS "FAKE PRECEDENCE OVER DRAWINGS. a- 1 6d 2000 HEW. SHOULD THE OWNER OR CONTRACTOR CHANGE DO NOT SCALE DRAWINGS TO DETERMINE ANY 2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY -OUT" INDICATING THE LOCATION OF TRUSSES, HTT251 LOCATIONS. IF ANY DISCREPANCIES OCCUR, qinIeer+jd bolt BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT. NOTIFY THE: DESIGNER AT ONCE FOR CLARIFICATION. 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, 6 12-16,1±ij boll FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE, 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE halts 9320 HID __8-961N OR STEEL BE PRESSURE TREATED. 'SHALL B-8dxl\ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION H2.5 5-8d 5-8d BRACING. 4. ALL PRODUCTS AMD MATERIALS SHALL BE APPLIED 4-8d 455 AND/OR INSTALLED IN ACCORDANCE WITH TH,E 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 A35 MANUFACTURER'S PUBLISHED SPECIFICATIONS, RECOMMENDED BY TRUSS DESIGNER OR FABRICATOR SHALL BE INCLUDED AND INSTALLED, 5. CONTRACTOR SHALL VERIFY ALL WINDOW AND 53RUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS LGT-2 DOOR MASONRY OPENINGS WITH MANUFACTURER PRIOR TO FABRICATION, NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE bolt RECOMMENDED OR REQUIRED. PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ALL PLAN DIMENSIONS ARE FROM FACE OF BLOCK 6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND AS INDICATED ON M HA H=7 OR FACE STUD AND ARE NOMINAL UNLESS 1 :ATR[X8 TOP DRAWINGS, OTHERWISE INDICATED. A1grX4r SHFATINGWEB MEMBER CONTINUOUS LATERAL -FACE BRACE (CB) REQ'D. BY TRUSS DESIGN AND AS. META 18(H=14) 9-1 d X 1'::1'2 1450 ATR is all threaded rod REa'0! TRUSS FRAMING PLAN 2x4 W/ 2-13d 8. THIS STRUCTURE HAS BEEN DESIGNED TO MEET .1 K"VT NAILS AT EA. TRUSS, OR EXCEED THE 140 MPH WIND LOAD REQUIREMENTS OF THE FLORIDA RESIDENTIAL BUILDING CODE, cb 2014, 5TH EDITION 11 H �,/� 1TYP, 2X4 DIAGONAL BRACE (DB) AT EA, END WALL 9, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CEILING & • 20'-D" C.C. MAX. CONT, BOTTOM BRACE (DB) INTERVALS ALONG LATERAL BRACE. WATER PROOFING. 2X4 A5 REWO. BY TRU S § DEsIDN & AS REO'O IN TRUSS FRAMING PLAN 10. ALL LUMBER SHALL BE SYP #2 OR BETTER db bb 13 NO. REVISION AND DATE ITEM Al PER THE CITY (rrg SANFORD C )MMENTS 9/7/16 REVISED NOTE & GARAGE BUCK DETAIL m LINTELS BY QUALITY PRECAST Precast Lintel (8"x8,1, filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark o. Nominal Clear S an Totalo Lintel Size Fill Filled No Steel (1)#5 AA L-2 L-3 L-4 L-5 L-6 L-7 L-8 L 0 L-11 L-12 L-13 L-14 L-15 L-16 P.S. L-17 P.S. L-18 P.S. L-19 P.S. L-20 P,S. L-21 P.S. L-22 P.S. 212" 218" 312" 410" 416" 52" 6'2" In 0" 81 912" 1010" 1112" 1210" 1218" 1314" 1410" 160" 1810" 18'8" 2018" 1 221811 1 3'6" 4'0" 4'6" 64" 511011 616" 716" In 91411 101611 1114" 1216" 1314" 141011 1418" 1514" 171411 19'4"406 20'0"376 2114" 2410" 6-10d 5413 3466 4383 3686 6-10d 045 1 2577 1722 2167 1865 4 1304 1636 1425 735 MTS12 14-1OL. 1 7 931 783 548 760 687 621 1000 LSTA12 10-10d 237 Note: (P.S.) represent precast lintels prestressed using (2) 7116" Diameter Prestressing Strands. CHAD LINN P.E. LIC. # 57524 P.O. BOX 140424 ORLANDO, FL. 32514 PHONE: 407-252-6433 LIGHTNING ARRESTER CONNECTOR §CHEDULE MODEL # FASTENERS 2 X 6 (PT) PLATE EACH UPLIFT(133) CAPACITY SP -1 6-10d 4-1Od 585 SP -2 6-10d 6-10d 890 SP -4 6-10dx1 .ABUE.DINGCODE-HxISTINGSUE,DING5THEDITION(2014) 735 MTS12 14-1OL. 1 1000 MTS20 14-10dx1 DOOR TRACK 1000 LSTA12 10-10d CODE: =A= 755 LSTA24 18-1Od AT FILLED 1295 ISTA30 92-10d 1670 LSTA36 28-10d GAS CODE: 1715 I-STA.111 26-10d 1715 MSTA36 26-10d 1995 H TA 11-1 1 ply truss)1365 AC;"BSMMITYSTH EDITION (2014) - FIRS CODES: FLORIDAFIRE PRHVHNTION CODE 5TH BLIITIOTI(2014) ENGINEERS NOTES HHS96 14-1 Arf 6-18d 1550 HGO26-2 20-16d a- 1 6d 2000 HEW. SHOULD THE OWNER OR CONTRACTOR CHANGE • • COMPPSNGOE•11 S. FURTHERREVIE� HTT251 32 -IRA qinIeer+jd bolt 5260 MD4MUM DESIGNLOAD$ FOR BUILDINGS, AND OTHER 6 12-16,1±ij boll 930D ABURS 18-18d+2-Ild halts 9320 HID __8-961N wind speed (3 se dg"sR: Ila mph B-8dxl\ 905 H2.5 5-8d 5-8d 415 H3 4-8d 4-8d 455 A35 12-18dxl\ 385Z555 MGT 22-10d �655 LGT-2 14-16d sinkers 17858-10d+rdf bolt 6485 M HA H=7 18-10d + 1 :ATR[X8 TOP 1885 & 1 A1grX4r -FACE 1450 META 18(H=14) 9-1 d X 1'::1'2 1450 ATR is all threaded rod 150 AMP 120/240 VOLT SINGLE PHASE METER BASE O DOOR TRACK PANEL, LOAD CENTER 120/240 VOLT 4 WIRE 40 CIRCUIT 150 AMP 120/2410 VOLT W/MAIN BREAKER 3/r DISC. 4/0 S�R. ALUM, SERVICE CABLE BRASS GROUND 5/$„ CLAMP GROUND ROD 04 CU.. CONTINOUS FFOM METER BASE TO GROUND ROIL TO FOOTER STEEL. OR SECOND GROUND kOD IF APPROVED BY LOCAL CODE, ELECTRICAL RISER DIAGRAM -OVERHEAD TYPE N. T. S. RL4Iwir CATEGORY -H 0 qq ENCII4ASURE CLAMFWAT70N - ENCLOSED �«• R L LOADS: _ CCCCCC II',Y FL�RLTVBLOAD-40pd` +.:•.s.•a ROOF LIVE LOAD - 16 PSF OT'WDEAD LOADS -ACTUAL WRIGHT OF MATERIALS BUJ DINO- UNPROTECTED AND UNSIaDUUHD SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE PML, SEPTIC AND SUBDIVISIONS 17 DDiff PROJECT MANAGEMENT - - Office Phone: (305) 280-5507 FEZ' Email: 11ifefrie;id@gmail.com "We Bring Visions To Life" PLAN FOR: CHUCK GUESS ADDRESS: 1122 W1 LOW AVE; SANFORD FL. 32771 DATE: 06/2016 SCALE: NOTED PAGE -2 1, PARCEL#:30-19-31-522-0000-004 0 S � S Al_ I i BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: BUILDING 2 X 6 (PT) PLATE EACH 2 roH` CCODE HUnMG STEEDITION (2014) SIDE OF DOOR OPENING FLCIRIDAEVADING CODE ­RESIDENTIAL STA EDITION (2014) SxISTINGBUII.DIN000DH: .ABUE.DINGCODE-HxISTINGSUE,DING5THEDITION(2014) 32'FL (3) 1/2" A13-7" LG. ALPIRATIONLBVELXCLASanCATION ELECTRICAL CODE: 0 E A . DOOR TRACK NATIONAL HLBCIRICAL COM 2011 W/2" / SQ, WASHER & NUT CODE: =A= FLQRIDAHUA.DINGCODII,YLUAdBBdGSTHBDITION(2014) AT FILLED CELL MECHANICAL CODE: FLgRMA BUB.DING CODBMC HAMCAL STB: EDITION (2014) GAS CODE: FLORIDA BUILDING CODH-FUEL GAS 5TH EDITION (2014) NFRA 58 LIQUIFIED PETROLEM GASSES LATEST EDITION 16' NFEA 13 INSTALLATION OF 5PRE-MBIL SYSTEM LATEST OSHA AC;"BSMMITYSTH EDITION (2014) - FIRS CODES: FLORIDAFIRE PRHVHNTION CODE 5TH BLIITIOTI(2014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND - LPTIBL INFORMATION IS BASED UPON THE INFORMATION CONTAINED HEW. SHOULD THE OWNER OR CONTRACTOR CHANGE • • COMPPSNGOE•11 S. FURTHERREVIE� LIN;S REQUIRED/ TW:BUH,DPIG1 MD4MUM DESIGNLOAD$ FOR BUILDINGS, AND OTHER STRUCTURES (ASCB/S617-10) GARAGE DOOR TRACK MOUNTING DETAIL FLORIDA BUILDING CODE DESIGN WPID SPEED: S'rWARD FORRHSIDENTIAL CONSTRUCTION IN HIGH WE R> GN$IOUOD-08V1k-140mpkVwd-108 , f'gu+� 104 design wind speed (3 se dg"sR: Ila mph N. T. S. WBf) ExPosaxs CATEGORY -C - RL4Iwir CATEGORY -H 0 qq ENCII4ASURE CLAMFWAT70N - ENCLOSED �«• R L LOADS: _ CCCCCC II',Y FL�RLTVBLOAD-40pd` +.:•.s.•a ROOF LIVE LOAD - 16 PSF OT'WDEAD LOADS -ACTUAL WRIGHT OF MATERIALS BUJ DINO- UNPROTECTED AND UNSIaDUUHD SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE PML, SEPTIC AND SUBDIVISIONS 17 DDiff PROJECT MANAGEMENT - - Office Phone: (305) 280-5507 FEZ' Email: 11ifefrie;id@gmail.com "We Bring Visions To Life" PLAN FOR: CHUCK GUESS ADDRESS: 1122 W1 LOW AVE; SANFORD FL. 32771 DATE: 06/2016 SCALE: NOTED PAGE -2 1, PARCEL#:30-19-31-522-0000-004 0 S � S Al_ I i 8" C.M.U. SLOPE TO R/W ,0 .0 •0 MONOLITHIC FOUNDATION o° o o" I — w/ (2) #5 CONT. w/ 25" LAP MIN. 1'-4" GARAGE DOOR RECESSED SILL [" RECESS @ SLIDING GLASS DR. PER MFG. -SPECS. 2x6 P.T. BUCK W/ (3) \"x6" BOLTS EQUALLY SPACED RECESS IN SLAB FLR. 3\" CONC. SLAB 1/2" DIA. x 7 EXP. WEDGE NCHOR 32" O.0 W/ 2" WASHERS SPL @ 16" 0,C, ff1=TiT=_I 11-11 f_ ° v ',- 2 x 4 P.T 2x4 TYP. CONC, SLAB W/ 6x6, W/1.4 x 1.4W.W.M. (2500 P.S.I.) w/ 6 MIL VAPOR ° 0 FIBERMESH OVER =ISI-IIT-1� -IT1 1�1 , .G II—III—III—I 'III -III II III -I — 6 MIL. VAPOR IIT Ih-1T_ _I= BARRIER v BARRIER3 5 RBAS R CLEAN COMPACTED SILL FORMED ON SITE @ SLIDING GLASS DR. SLOPE 1" PER F00 -T 1 EXTERIOR DOOR SILL 1/2" W.B. OVEI 2x4 STUDS 16" ox. 2x4 P.T. SOLE PL. W/ 1/2"x8"L. ANC. BOLT W/ 2" WASHER @ 32" O.C. (2) ##5 DIA RODS CONTINUOUS - w/ 25" LAP MIN, PRECAST HEADER - 1X PT. NAILER TO BE SECURED - W/ TYP. FASTNER 8" O.C. (1 5/8" T -NAILS OR 4d CU 4d CUT NAILS ACCEPTABLE) 1/2" PLYWOOD SHEATHING" 2X4 BLOCKS - CMU WALL - BEVELED 1X2 TO BE SECURED - W/ TYP, FASTNER 8" O.C. (T -NAILS OR 401 CUT NAILS ACCEPTABLE) PRESCAST SILL -#E, CONT. BOT, FILL 24>, 4 5 � INTERIOR BEARING WALL CLEAN COMPACTED FILL 4" CONC. SLAB 1-#5 CONT. �= 100 CONC. PAD (SEE TTTf_---f41 I I ],,I I I=' FND PLAN) SIZE VARIES g" THICKENED EDGE DETAIL _._.. SCALE: 3/8"= 114 31" BASE �--ALUMINUM THRESHOLD 3\" CONC. SLAB ' (2500 P.S;I.) w/ 2x4 P.T. BLOCKING FIBERMESH D�,'ER 6 MIL, VAPOR VBARRIER ,� a 0 0 SCALE: 3/8"= 1'-0" 6„ MIN. 7., ! SUNKEN SHOWER DETAIL $� SCALE: 1/2u = 1,-0 Garage R-131 BATT INSULATION SILOPE (SEE FND,) ° 0 O , G 4 0 ° O o 4 ° .e ° 0 1'-0" 1'-4" 10° THICKENED SLAB @ GARAGE (BEARING WALL L3 Z ROUGH ,OPENING w o_ UP TO 8'-0 L7 0 FRONT VIEW f^ N ark o. Nominal Clear Span R-4 INSUL. IN FURRING SPACE L7 ~ L-2 L-3 L-4 L-5 L-6 L-7 L-8 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-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. PRECAST CONIC. LINTEL 3'6" 410" 416" 64" 51101, 6'6" 716" " 4" 1016" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" _> SEE LINTEL SCH THIS SHT - 4333 3686 — WALL BEYOND 2045 2677 �� ZW 304 1636 OVER 6—MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED SOIL UJD 904 BU7 1004 QCL 708 183 w 491 687 c10 Z I ZI. 208 316 186 302 237 WOOD SILL ALL REBAR TO HAVE ARCHED WINDOW DETAIL N.T.S 1 1 4 & 14 "3/4" FURRING STRIPS X PT, NAILER TO BE SECURED / TYP. FASTNER 8" O.C. :T -NAILS OR 4d CUT JAILS ACCEPTABLE) /22 PLYWOOD SHEATHING TO BE ATTACHED TO 1X PT, W/ 1 1/2" STAPLES/ 8d COMMONS 6" O.C. 2X4 BLOCKS 3/4" FURRING STRIPS 1/2" GYPSUM BOARD BEVELED 1X2 TO BE SECURED W/ TYP, FASTNER 8" O.C. (T -NAILS OR 4d CUT NAILS ACCEPTABLE) PRECAST SILL 8" CMU WALL SIDE VIEW_ 7/16" OSB- 30YR ARCH. SHINGLE ROOFING ON 30## FELT PRE—ENG'RED WD 12 TRUSSES @ 24" O.C. SIMPSON HETA 16 4 @ EA TRUSS CONT. MTL FLASH & DRIP ON 1 X FASCIA BD -ALUM. OR VINYL • SOFFIT CONT, W/ 4" SCREEN VENT` • FILLED KNOCKOUT BLOCK W/ ##5 BA CON T. PRECAST CONC. SI PAINTED STRUCK BLOCK 8" CMU MIN. IIIIC�1 11f R-30 INSULATION —1/2" DRYWALL ON PT. WOOD ark o. Nominal Clear Span R-4 INSUL. IN FURRING SPACE Fill Filled No Steel (1)#5 A L-2 L-3 L-4 L-5 L-6 L-7 L-8 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-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. PRECAST CONIC. LINTEL 3'6" 410" 416" 64" 51101, 6'6" 716" " 4" 1016" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 4 CONCRETE SLAB (MIN. 2500 P.S.I,) W/ SEE LINTEL SCH THIS SHT - 4333 3686 — WALL BEYOND 2045 2677 1722 2167 —PRE-ENG'RED ALUMINUM 304 1636 OVER 6—MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED SOIL WINDOW SEE ANCHOR 904 BU7 1004 DETAILS ATTACHED 708 183 w 491 687 c10 Z 208 316 186 302 237 WOOD SILL ALL REBAR TO HAVE 3" MIN, COVER w o i @ PORCH_ c11 #5 DOWEL IN FILLED CELL AS REQ'D IN PLAN _,—INSULATE PER ENERGY CAL ##5 DOWEL W/ 30" LAP WD BASE CONC.SLAB & FTG 2 #5 BAR CONT. BOT M� STD ACI 90' HOOK FULL HGT. WSECT ON SCALE: 1/2"'=1"-0"' 30YR ARCH. SHINGLE ROOFING ON 30## FELT PRE-ENG'RED WD - TRUSSES @ 24" O.C. TRUSS WRAP-SIMPSON MTS12 WITH (14) 10d NAILS CONT, MTL FLASH & DRIP ON 1X FASCIA BD ALUM, OR VINYL SOFFIT CONT, W/ SCREEN VENT��--- 9] (2) 2X4 TOP PLATE---/ 7/16" 0 (2) 2X BEAM W/ 1/2" PLYWD, FLITCH — SEE FLR. PLAN FOR SIZE W/ SIMPSON H5 @ BLOCKING REQUIRED @ MID SPAN EACH STUD TOP 2X4 ##2 SYP. @ 12" O.C. 2X4 X BRACING W/ MAX. HEIGHT = 12'-4" (5) 10d EACH END PT 2X4 BOTTOM PLATE W/ SIMPSON H5 @ 1/2"X8" AB EACH SIDE EACH STUD BOTTOM LINTEL W/ (1) #5 CONT, 1/2" EXP. ANC. 8" MAX. - #5 DOWEL IN FILLED CELL FROM EACH CORNER AS REQ'D IN PLAN ##5 BAR VERT. REINFORCEMENT SEE FLOOR PLAN 5 DOWEL W/ 30 LAP 8" CMU --16" X 16" SQ. C.M.U. COLUMN cRADF SEE FLOOR PLAN AND ELEVATIONS LINTELS BY QUALITY PRECAST Precast Lintel (8111W", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot ark o. Nominal Clear Span Totalo Lintel Size Fill Filled No Steel (1)#5 A L-2 L-3 L-4 L-5 L-6 L-7 L-8 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-19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 212" 2'8" 32" 410" 4'6" 52" 6'2" 81011 9'11 97" 10'0" 117 127 12'8" 134" 14'0" 16'0" 1810" 18'8" 20'8" 22'8" 3'6" 410" 416" 64" 51101, 6'6" 716" " 4" 1016" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 4 CONCRETE SLAB (MIN. 2500 P.S.I,) W/ 4277 54TY - 4333 3686 2045 2677 1722 2167 304 1636 OVER 6—MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED SOIL 989 1236 904 BU7 1004 149 708 183 548 760 491 687 12" 208 316 186 302 237 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. #5 DOWEL W/ 25" LAP , —'-'� „ (2) HOOK PER FLR. PLAN a 4 4 CONCRETE SLAB (MIN. 2500 P.S.I,) W/ a 6x6 10/10 WIRE MESH (OR W/ FIBER MESH) FOOTING — SEE FND PLAN FOR SIZE & NUMBER OF REBAR OVER 6—MIL VAPOR BARRIER ON CLEAN COMPACTED TERMITE TREATED SOIL 20° NOTE: BOTTOM OF FOOTING TO BE 12" BELOW GRADE MIN. ALL REBAR TO HAVE 3" MIN, COVER BLOCK COLUM SECTION @ PORCH_ SCALE: N.T.S. CHAD LINN P.E. LIC. # 57524 ----- P A. SOX 140D24 N0. REVISION AND DATE ITEM ORLANDO, FL, 328'14 �1 PER THE CITY OF SANFORD COMMENTS 9/7/16 REVISED ELEC., STRUCTURAL AND PLUMBING DETAILS PHONE: O, FL. 3281 3 BUILDING CODE CRITERIA: FLORIDA BUI.DINO OODSS; NEW BUI DINGCOM FLORIDA BUILDING COD"UILDING5TB ED17ION (2M4) FLORIDA BUI,DINO CODS,RESIDSNTIAI, STREDIDON (1014) EXISTINO BUZZI 1O CODE: FLORIDA BUILDING CODE S10STING HUS.AWO MSO= (2014) ALTERATION LEVEL x CLASSIFICATION SLECTRICAL COD& NATIONAL ELECTRICAL CODE 1011 PLUMBINO CODE: PLORIDA MMMINO CODB,PLUMBINO5TB=noK(1014) MBCIMICAL CCDB: FLORIDA BUILDING CODE•MECHANICAL STIHDTDON (1014) OASCODR. PLORIDA BUILDING CODE-FUBL OAS STHEDITION(MI4) NFPA 55 LIQUIFIED PUMOLBM GASSES LATEST EDITION NFPA 13 INSTALLATRIN OF SPRINKLER SYSTEMS LATEST OSEIA ACCBSSIBIIT'Y STI EDITION (101 4) FIRE CODE.4: FLORIDA FIRE PREVENTION CODE 51HERTITON X5014) ENGINEERS NOTES ENGINEER'S REVIEW AND APPROVAL OF TRUSS INFORMATION AND LIITTEL IdFORMATIONIS BASED UPON THER-UDRMATM14 CONTAINED BERIQ SHOULD TEM OWNER OR CONTRACTOR CBANGB TRUSS COMPAEM OR LEN'1'EL COMPA11M, FURTHER REVIEW BY T1WBUILDW0BN0EVSE WnQUREIV UnCW MDESIONLOADSFOR.BUXDWMSANDOn= sTR1R7l'[IRSs (ASC&;ffiI7.1o) FLORIDA BUILDING COM DBSION WRM SPIED: STANDARD FOR RESIDENTIAL CONSTRUCT[WU;MOH W" R&IIONS ICC•600-0R V "R - 140.wk V sd-105 wh Egm 104 duign wind --A(S,aoo"dgn I10m WINDEXPOSURECATEGORY-C RISK. CATEGORY- I ENCLOSURE CLASSIFICATION - ENCLOSED LIVELOADS: FLOOR LIVE LOAD- 40pf ROOFLTVE LOAD- ISM OTM3%L DEAD LOADS =ACTUAL WEIGHT OFMATIDUALS BUILDMG = UNPROTECTED AND UNSPRINKLED SPECIALIZED IN: ARCHITECTURAL PLANS: HOUSE, ADDITIONS AND GARAGES ENGINEERING PLANS: SITE CIVIL, SEPTIC AND SUBDIVISIONS DDR PROJECT MANAGEMENT �--_ Office Phone: (305) 280-5507 SNMT Email: 1 lifefriend@gmail.com "We Bring Visions To Life" PLAN FOR: CHUCK GUESS ADDRESS.- 11 22 WILOWAVE. SANFORD FL. 32771 DATE: 06/2016 SCALE: NOTED PAGE: PARC E LM 30-19-31-522-0000-0040 S2 W iz to 1' �; 1 z i i i z 14.00' < 8' R/W PER NLA I i i I! 33.00' I FD td 8" IR NO 1(� 'y ? 1 • ' 8" ! N, (106' W X' X SHED SE J 5/8" IR � LES / i%�-�-4 C7 4' CHAIN ,INK FENCE N 8 0' 0�0'' E 117 0 0 M ______..._.. rn 9 9 9 - _x- - - -- - ---- SCALE. 1 -10 1 O (PROPOSED SIDE SET BACK 25.0-1 I f' (PROPOSED FRONT SET BACK (� ' t.._/ -30 60 ... . . ........../ i O i i i . FIN. FL.R ELEV.29.29 j PROP.:10 . WIDE DRIVE WAY 34.0 t 1 0 -P `i 1000 _ BACK r— PROPOSED REAR SES, C� ._.._ LLJ n d) 0 1 I rrl f i i o I i I i m CD LOT 4 1.0 . (PROPOSI=D SIDE SET BACK) - I SURVEY PROVIDED BT NIETO AND WHITAKER SURVEYING # ! K DRAWING NO. NW 16-192, SURVEY DATE: 5/18/2016 s ! m S 8 °50' 00„ VV 117.00' M X I NOTE: ALL TREES SHALL BE REMOVED FROM 1 ENVELOPE OF CONDTRUCTION, (SEE DRAINAGE PLAN). 1 1 I i i LOT 5 � X 1 5.00' j 33.00' j.-...... 14.00' �I __________.._...._.._-._. it w 0 i SPECIALIZED IN: ARCH TECTURAL PLANS: ADDITIONS AND GARAGES ENGINEERING EERING 1.A S: SITE CIV, SEPTIC AND SUBDIVISIONS DDiff PROJECT MANAGEMENT SMWET90Inc „ Office Phone: (305)280-5507 We Bring Visions To Life i Email: ddbsweet@earthlink.net PLAN FOR: CHUCK GUESS ADDRESS 1122 WILLOW AVE. SANFORD, FL. 32771 CHAD LINN P.E. LIC. # 57524 DATE: 06/2016 SCALE: PAGE: P.O. BOX 140024 ORLANDO, FL. 32814 PARCEL* 30-19-31-522-0000-0040 C-1 PHONE: 407-252-6433 a)o,I _ SEA