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HomeMy WebLinkAbout419 Fairfield Dru�,, CITY OF SANFORD BUILDING & FIRE PREVENTION AUG t 9 2018 i PERMIT APPLICATION �� ----- Application No: Documented Construction Value: $ Job Address: �G rf`"', lZ historic District: Yes ❑ No, Parcel ID: 3� ,� ! _ 7v l `J �� — Ooo O — Q %Z ResidentialM Commercial ❑ Type of Work: New ❑ Addition ❑ Arlteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move❑ Description of Work: _ ) l • Plan Review Contact Person: Cpi' ecs e Title: e0 t 2 n, e %1 Phone: Q ��'-7��- ��f/ Fax: Email: C/`r57`rcr�,t �t��csC'• .rte%L / Property Owner Information D G Name cT ( r S r cr �/C 5 Phone: /0 -4-97 9 T - Street: q,1141(�` ,e Cr Resident of property? : S City, State Zip: Contractor InformationN I'.EA' Name fl' Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: 7-4 e05P""\ f o'_ Phone: ©77_7— �— Z. ,S/Street: ?, Fax: City, St, Zip: OT I<,,,, d0 12-A0 E-mail Bonding Company: Lik Mortgage Lender: " Address: 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: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 46I- BUILDING SUMMARY I I RECORD COPY 1. CODE REFERENCE - ALL WORK IN THIS PROJECT IS GOVERNED BY THE 2014 FLORIDA BUILDING CODE - 5TH EDITION 2. CODE SUMMARY - THIS SUMMARY HIGHLIGHTS IMPORTANT AND PT. 6X6 POSTS W/ EXISTING COMMON PLANNING AND SAFETY COMPLIANCE ISSUES. ITEMS IN ABU66Z OR EQUAL 4" 3,000 PSI CONIC. SLAB QUESTION NEED TO BE REFERENCED DIRECTLY TO THE CODE TO EXISTING 8"W X W/ 6x6 #10 W.W.M. OR I AND OR THE LOCAL CODE ENFORCEMENT OFFICER. 8"D FOOTERS W/ 1 #5 FIBER OVER 0.006 MIL. 3. COMPLIANCE RESPONSIBILITY: ALL CONTRACTORS ARE CONTINOUS POLY VAPOR BARRIER PT. 6X6 POSTS W/ QtLERY LAKE PHASE 1 +.. �d: - , ; �— RESPONSIBLE FOR ALL CODES GOVERNING THEIR WORK AS WELL PB 62, PGS 75-76 r 9'-r to' -o- 9•-5- r ABU66Z OR EQUAL N 9.40'56» E 146.81' (M) TO EXISTING 8"W X AS ALL ATTENDING PERMITS, FEES AND INSPECTIONS. N 893817 E 146.70 (P) FIR 1/2- 3' PLAT LIMITS O.r FIR s/a- _ -- __ B"D FOOTERS W/ 1 #5 GENERAL: Q9 6' P�"` °' PVC % CONTINOUS i � 1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND DIMENSIONS ' PRIOR TO CONSTRUCTION 2. ALL WORK SHALL CONFORM TO 2014 FLORIDA BUILDING CODE N - PROPOSED, Q' LOT ' LOT 11 11i � / FOUNDATION N DATION P LAN REVIEWED POR CODE COMPLIANCE 3. OWNER/BUILDER/CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY 00 0PERGOLA/4 SCALE: 1/4" =1'-0" 5f TO PROTECT STRUCTURE(S) AND ALL PERSONS DURING CONSTRUCTION. 25.59' S, `30 /� 1 PLANS EXAMINER HE/THEY SHALL SUPERVISE AND DIRECT ALL WORK AND BE RESPONSIBLE FOR`� i ; �� , la DATE LO to A/C �- ,moo NOTE: ALL CONSTRUCTION����' 4 '-30_ ' ALL WOOD MEMBERS TO BE PRESSURE TREATED 4. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND "' I b 1.,9 TWO STORY 'g° ;' i4 SCALE. 3 z z� : I RESIDENCE � ,�; SOUTHERN YELLOW PINE, GRADE #2 S,,,NFORQ gIIILDINr DIVISION ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS AND SUPPORTS OR ANY n ?s' /'A /lZo ��- A PERMIT ISSUES SHALL BE CONSTMUEO t0 BE A OTHER ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. �' a .� ,� �° LOT 13 LICENSE TO PROCEED V11TH THE WORK AND NOT AS 'V n "� o �' C2 AUTHORITY TO VIOLATE CANCEL ALTER OR SET V. FIR 2 ja.s1' ' " ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ITPREV/ - o r� o- / UANCE OF A PERM COD THE BUILDING OJOR SHALL FFICIAL FROM THES, NREAFTER ENT SITE PREPARATION: _ oa,�Q �' _ _. �, w s REQUIRING A CORRECTION OF ERRORS IN PLANS, _ _ .. _ _ _ _ . -. __-- _ .._ -- _ _ __ _. -__.-- - . , . _ , CONSTRUCTION OR VIOLATIONS OF THIS C 1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL BE 10 U. Fm ,/z % /j _ '' - . i - -- - — -- C2 REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING PRESSURE OF Fau 4 .4 - _-- - -X8-RAFTERS @ 24"O.C. TO 2 2000 P.S.F _ _- - __ ` RA s r z21 .46 , of _ _ - -- - - - - - 2 2 8 D W/ H8 OR ?q 211 _ FIR 1 /2' M 500 40901 852 B 631 1 -- — _ - so�lp ,�, 2" X 1" PURLINS - _ EQUAL A CONNECTION T EA SLABSON GRADE: �.�, R-�� r �F , pr°pe1�'�d��s: SPACED 12" O. C.LJ- _ _ _ _ - _ _ _ iQ� 4110 419 Fairfield Drive AFL R°moo Sanford, FL 32771 _ 2-2X8 HEADER W/ H8 1. COMPACT INTERIOR FILL TO 95% MINIMUM OF MODIFIED PROCTOR MAXIMUM __. _. __ ...._ .._ ._ .......... ____._ _..._..__..___ _._ .__. O ��i J TO 2X8 RAFTERS DRY DENSITY ASTM D1557 OPTIMUM MOISTURE CONTENT. EACH LAYER OF FILL ' Survey number: SL 157178 _. _ __ _ _ .__.__ _.-- _.-_ __ _ __.__ - _.__- _-- _.. ____.._._._ ._ SHALL NO EXCEED 10" AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF PT. 6X6 POSTS NEXT FILL LAYER TO 2-2X8 HEADS 2. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINE W/ 1-1/4" X 2-1/2" 5'-4 sANFORo, GRADING. LAG BOLT 5'-4' 3. .006 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER TERMITE TREATED FILL 00 16 - PRIOR TO FOOTING OR SLAB POURS PT. 6X6 POSTS PT. 6X6 POSTS # 242 TO SLAB W/ ABU66Z CONCRETE AND REINFORCING: AREA SUMMARY g'-5- 9•_5- OR EQUAL PERGOLA 300.0 SF. 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-08) SITE PLANREAR ELEVATION 2. ALL CONCRETE SHALL HAVE A MINIMUM FC = 3000 P.S.I AT 28 DAYS, 02 SCALE: 1/32"= 1'-0" 05 SCALE: 1/4" = 1'-0" INCLUDING SLABS, FILLED CELLS AND LINTELS 3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2X8 LEDGER 2000 P.S.F. NOTE: FASTENED TO WALL 4. REBARS SHALL CONFORM TO ASTM A-615 GRADE 40, AND 25 MINIMUM LAP ALL WOOD MEMBERS TO BE PRESSURE TREATED W/ 2x4 STUD WALL W/ AT ALL JOINTS. SLABS WITH FIBER MESH OR WELDED WIRE FABRIC SHALL SOUTHERN YELLOW PINE, GRADE #2 (2)1/2" X 4" LAG CONFORM TO ATSM A-185 BOLTS @ 16" O.C. 5. VERTICAL REBAR WALL REINFORCING SHALL BE STANDARD HOOK WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A 7" MINIMUM EMBEDMENT ckr 6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT LEAST (12) 2X8 LEDGER BAR DIAMETERS BEYOND THE BEND. EXTENSION LEG = 10 FOR NO.5 REBAR FASTENED TO STUD 2X8 RAFTER 2X8 RAFTERS S WALL W/ (2)1/2" X 4 / / @ AND 12 FOR N0.3 REBAR () / / „ 24"O.C. TO 2-2X8 @24"O.C. TO LAG BOLTS 16 EXISTING / 7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL BY MEANS @ / 2-2X8 HEADER HEADERS W/ H8 S O.G. / / OF (1) N0.5 REBAR WITH STANDARD HOOK AND TIE INTO CONTINUOUS BOND WALL BELOW / / OR EQUAL W/ H8 OR EQUAL -- -- - BEAM BY MEANS OF (1) STANDARD HOOK (25 LAP MINIMUM) / / - - AT Eq AT EA / _- 8. COVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS: FOOTING 3" MIN / / - -- - -- ---- --- -- 77 __ CONNECTION CONNECTION SLAB ON GRADE 1 1/2„ FROM TOP, LINTELS AND BOND BEAMS 1 1/2 FROM TOP - (ON STIRRUPS) -- 2.. X 1” PURLINS - ,o• -o- SPACED 12" ENGINEER'S NOTES 2X8 RAFTERS @16" Alecse Residence Design Criteria: O.C. TO 2X8 LEDGER - 419 Fairfield Drive, Sanford, FI, 32771 o W/ HUC28 OR EQUAL i 2014 FLORIDA BUILDING CODE 5TH EDITION LEDGER CONNECTION DETAIL 2014 FLORIDA BUILDING CODE 5TH EDITION DESIGN WIND SPEED: 06 SCALE: 1/4" = 1'-0" V ult = 140 mph, V asd = 125 mph t lVJ U U U H WIND EXPOSURE CATEGORY = B 2._0. 2'-e RISK CATEGORY = II sa'-o• EXISTING 4" SLAB W/ 8"X8"FTG W/1 #5 CONTINOUS DISCLAIMER PT. 6X6 POSTS -� 2'-0• PT. 6X6 POSTS o PT. 6X6 POSTS b 2" X 1" PURLINS O.C. TO 2X8 LEDGER LU o PT. 6X6 POSTS W/ PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION W/ 1-1/4" X 2-1/2" SPACED 12" O. C. 9'-2' ABU66Z OR EQUAL EXISTING 4" SLAB W/ 8"X8"FTG W/1 #5 CONTINOUS DISCLAIMER PT. 6X6 POSTS -� 2X8 RAFTERS @24" PT. 6X6 POSTS o W me 0 IT TO 2-2X8 HEADER 2" X 1" PURLINS O.C. TO 2X8 LEDGER LU PT. 6X6 POSTS W/ PT. 6X6 POSTS W/ PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION W/ 1-1/4" X 2-1/2" SPACED 12" O. C. W/ HUC28 OR EQUAL ABU66Z OR EQUAL ABU66Z OR EQUAL DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS BEEN PREPARED TO LAG BOLT TO EXISTING 811W X TO EXISTING 811W X MEET FBC STANDARDS LATEST EDITION. IT IS THE RESPONSIBILITY OF THE a - 8"D FOOTERS W/ 1 #5 8"D FOOTERS W/ 1 #5 OWNER/BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND STATE CODE 2X8 RAFTERS @16"O.C. TO ° CONTINOUS CONTINOUS ENFORCEMENT AGENCIES' COMPLIANCE WITH BUILDING CODES AND 2-2X8 HEADERS W/ H8 OR ORDINANCES FOR CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER - - _. j EQUAL AT EA CONNECTION PT. 6X6 POSTS W/ APPROVAL BY THE GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF 911 6 9ndABU66Z OR EQUAL THE ADDOSON GROUP, INC. ANY CHANGES MADE WITHOUT CONSENT WILL EXISTING 4" SLAB W/ TO EXISTING 8"W X FORFEIT THE ADDOSON GROUP, INC. FROM ANY LEGAL CONTINGENCIES WHICH X FTG W/ 1 # 5 8"D FOOTERS W/ 1 #5 MAY RESULT FROM CHANGES. C ONTINOUS CONTINOUS 01 GENERAL NOTES03 PLAN O'l FOOTER CONNECTION DETAIL OS RIGHT SIDE SECTION 0Q LEFT SIDE SECTION NO SCALE SCALE: 1 /4" = 1'-0" NO SCALE SCALE: 1/4 = 1'-0" V SCALE: 1/4" = 1'-0" L4- Cc0 . .► DRAWINGS BY: THE ADDOSON GROUP 424 E. CENTRAL BLVD STS. 710 ORLANDO, FL 32801 WNW W.ADDOSON.COM INFOCADDOSON.COM 407.247.6504 UJ •3 >n � N -� 6 LL ZLL o W me 0 IT Cn LU UJ (n UJ J CHAD LINN, P.E. P.E.#57524 P.O. BOX 140024 ORLANDO, FL 32814 407.252.6433 project number: 657 date: 08.24.2016 Al