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Home My WebLink About1303 W 7 StAUG 292016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: /30 3 &)e S 4 %-f-y 5+ Historic District: Yes ❑ No �y Residential �mmercial 11Type of Work: New El Addition ❑ Alteration E Repair ❑ `D/emo ❑ Change of Use ❑ Move❑ Description of Work: NO 5 � If 'z n e )(4 [� � 1 D G' ►- 00 r Parcel ID: ,D �'- / 9-. 50 y-, SRz - 9 c/ / (, - s 0 S Plan Review Contact Person: l� e �� I f L3 Title: /�_ Phone: h�/� Z - �� %) Fax: L` '(�� mail: drs� � ��Jr,ses- %IC�c /a40 D X Property Owner Information 0`7 Name A/ (tet 1`T 6 r_ t7+c i)r,',5P'f2 11L, Phone:32 262— S99_!5 Street: 1� r es f � l/�[� Resident of property? City, State Zip: 6J e_5 +' /Pa I ' B�,GIC�Vl !v t , V. ,contractor Information , f 0 ;,b t Name Phone: Street: 21,30 6-)-; k -'-i c S Fax: k %- 30, 27L City, State Zip: 0(f-,/ Jon a F1 3027 -3 (iL State License No.: Architect/Engineer Information Name: nl �l", f-17 emir r 1'1G Phone: 3 0 to Street: �(� C�h E .�r��u r)`G �� 1`Ci 6{D Gc% Fax: City, St, Zip: 8 roe n E-mail: Gb J 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application e 04% SIMPSON H5 ® EVERY — STUD TOP, OR SIMPSON 2 EVERY OTHER STUD TOP DOUBLE TOP PLATE ROOF FRAMING 16' ORN ALL CONNECTIONS TO BE MIN. (3) 16D NAILS BE FOR EVERY FULL LENGTH WALL STUDS RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED FCO — J U- F— dl I`0�,t 99�O , LL N co Z MCn co < V r -a 00 Z �w g o Q�NO`,'�', NMS'+ AWNZZ AW a r AA11 112- ANCHOR BOLTS ® 21 " 0/C SIMPSON H2.5 OR H3 MAY BE FOR ERY STUD ® BOTT. PL. FASTENED WITH 5-10d NAILS EACH MEMBER ^ 0,1\1 A LIC A AS COE REQUIRING 1 RMIT ISSUED SHALL BE CONSTRUED TO BE A SE TO PROCEED WITH THE WORK AND NOT AS Y HORITY TO VIOLATE, CANCEL, ALTER OR SET ANY OF THE PROVISIONS OF THE TECHNICAL E i, NOR SHALL ISSUANCE OF A PERMIT PREVENT E BUILDING OFFICIAL FROM THEREAFTER A CORRECTION OF ERRORS IN PLANS, STRUCTION OR VIOLATIONS OF THIS CODE o p STANDARDS OF THE DRAWINGS COW 19 X W ♦- 0 W°4.O W rNi Z 3 0 O FLOOR PLAN APPLICABLE CODES O 0 BUILDING. Florida Building Code 2014 5TH ED. N p Client and Consultant each agree to indemnity and hold the other handless, and their respective officers, empkiyees, agents, and represedift horn and against liability for all claims, kisses, damages, and expenses, including reasonabki attoneys' fees, to the extent such claims, kisses, damages, or e>Iperlses are caused by the indemnifying party's claims, kisses, damages, or expenses CLASSIFICATION OF WORK / SCOPE are caused by the jird or concunerd negligence of the client and Consullard, they shall be bane by BUILDING ALTERATION LEVEL II eachPaMmproportialtOLeregfgence. REPLACE EXISTING WINDOW, WITH CMU WALL The standard of care for all professional services perhmned or famished by the Consultant under this Chert and crosdant each agree totmk * and hid the other hamress, and their respective Agreement will be the skill and care used by members of the ConsultanIs pmfessioh practicing under similar circumstances at the same times and in the same kic illy. Corsllhait makes no warranties, we auorrt swu w7tFY wo es A6Va6aete rat rxei W&1E 5 NOTE: CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL officers, empbyees, agenic, and horn and apaist I�'ilyfa al claims, kiss, demw. and expenses indUdiAg reasmable altimw fees mthe pm W claims kisses express a ImphBd, Under Agreement a omerwise, In cdmection wit Coreuhard's services. DIMENSIONS. daft ,aexp as are wed bytoi�parlysdain,losses, damages, ofaperees WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE � bythe 01or affiniroigenceofthe cflentand Cor rd, they OdbebOmeby each ep iDusr0gmce OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions '� of the job and Metz Drafting Design, Inc. must The S6roofonfor ahp les services pedamedaNmWWbythe Conwhaint this 6-24309 bnotified in writing of any variation from the e ward,ullbe@eSkil and care used byminelinofthe CaFwhamspmkssiNpracticing la& dimensions, conditions and specifications appearing similir cMwristm9the saw bresandlnthe samelecalky.Consullaldmakesnowanaft, on these plans. express or , m* Agreement or tervvise, In vin ection with Cemsilan is w4m. ! AUG 2 9 2016 ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED FCO — J U- F— dl I`0�,t 99�O , LL N co Z MCn co < V r -a 00 Z �w g o Q�NO`,'�', NMS'+ AWNZZ AW a RZ C. LU Lu W F0 R9 OgQ 0x0z 120 ZQ go CV ZSS— C i �U. Z q II&winol 9 22 LU �_ F�T�vX 34alO v r F N O . n Z y > O t �oa0 C9 o p 7 COW 19 X W ♦- 0 W°4.O W rNi Z 3 0 O g LL WW "' z O 0 N p RZ C. LU Lu W F0 R9 OgQ 0x0z 120 ZQ go CV ZSS— C i �U. Z q II&winol 9 22 LU �_ F�T�vX 34alO v ?�. F N O . n Z y > O t �oa0 C9 o p W COW 19 X W ♦- 0 W°4.O J Z 3 0 O g LL WW "' z O 0 PRE-ENGINEERED ROOF TRUSSES 0 24" O.C. t 41C W� 3 U L gigo JAI RD fishi. a 6" FIBERGLASS INSUL., R-30 EXIST. F.F. 100.00 TO BE CONFIRMED 12 3 .11 1/2" GYPSUM BD. 1/2" GYPSUM BD. NAIL W/ 5d COOLER, 7" O.C. CONNECT EACH STUD W/ SIMPSON SP4, NAIL 6-10d x 1-1/2" TO STUD, OR SP1 5= F.F. 100.00 _ d 2 O VAPOR BARRIER lip OVER TERMITE TREATED SOIL. / COMP. FILL VAPOR BARRIER z� 6� 2500 PSI 4" CONC. SLAB 1h w/ REINF. 6x6 # 10/10 I W.W.M. OR FIBER MESH p 00 S SHINGLES OVER 15# FELT 1/2" 4 -PLY PLYWD. SHEATHING OVER PREFAB WD. TRUSSES (NAIL 8d, 4" EDGE, 12" FIELD, O.C.) .4 FELT DRAINAGE PLANE . _�d• d T • d 10 A _ .�1, 3 d d • d • LLI Z tE Q W LU d J •• . � A • � A . d EXISTING WALL SECT. & FTG. DETAIL HURRICANE CLIP- SIMPSON MTS12, NAIL14-10d - TO RAFTER AND TOP PLATE. r GAN. MTL OR ALUM. DRIP __� 1'x 4' P.T. OR RSC FASCIA 2'x 4' SUB -FASCIA 24" O.H. `— ALUM. SOFFIT (2) 2'x 8' HEADER W/ 1/2' FLEICH PLATE (2) 2'x 4' TOP PLATES ALUMN. DOOR REMOVED STUCCO FINISH OVER METAL LATH OVER HOUSE WRAP VAPOR BARRIER ON 1/2' OSB BOARD (NAIL 8d, 4' EDGE, 12' FIELD, O.C.) 2'x4' STUDS 0 16' O.C., TYP. I;?7T li alfill 4'x/ 4 APCON ANCHOR 0 32" O.C., 8' WASHERS 27x 4' P.T. BOTTOM PLATE CONC. FTG. CONTRACTOR TO CONFIRM I .I , ..I ii ,AUL N 1 NI 11 l LC11 L N Lr nr , �)VIV LXIJ'. SLAB tik16M 6 )NI w, " HOOK 5 PROPOSED RIGHT WALL ELEVATION �fK O.c. MN. 4 1_AC_ TYP. 8"x8"x16" CMU 315# FELT DRAINAGE PLANE OHOUSE �r d d 10 JOINT AND MEMBRANE STRIP oa q OVER FRAME/MASONRY INTERSECTION 3 7/8" STUCCO EXTERIOR SHEATHING O LLI Z tE Q W LU s rr tC� 0 U •• R r7 . d ' • . � Wa d 3" N p MIN. EXISTING WALL SECT. & FTG. DETAIL HURRICANE CLIP- SIMPSON MTS12, NAIL14-10d - TO RAFTER AND TOP PLATE. r GAN. MTL OR ALUM. DRIP __� 1'x 4' P.T. OR RSC FASCIA 2'x 4' SUB -FASCIA 24" O.H. `— ALUM. SOFFIT (2) 2'x 8' HEADER W/ 1/2' FLEICH PLATE (2) 2'x 4' TOP PLATES ALUMN. DOOR REMOVED STUCCO FINISH OVER METAL LATH OVER HOUSE WRAP VAPOR BARRIER ON 1/2' OSB BOARD (NAIL 8d, 4' EDGE, 12' FIELD, O.C.) 2'x4' STUDS 0 16' O.C., TYP. I;?7T li alfill 4'x/ 4 APCON ANCHOR 0 32" O.C., 8' WASHERS 27x 4' P.T. BOTTOM PLATE CONC. FTG. CONTRACTOR TO CONFIRM I .I , ..I ii ,AUL N 1 NI 11 l LC11 L N Lr nr , �)VIV LXIJ'. SLAB tik16M 6 )NI w, " HOOK 5 PROPOSED RIGHT WALL ELEVATION �fK O.c. MN. 4 1_AC_ TYP. 8"x8"x16" CMU 315# FELT DRAINAGE PLANE OHOUSE WRAP 15# FELT DRAINAGE PLANE -- TO OVERLAP EXPANSION 10 JOINT AND MEMBRANE STRIP oa q OVER FRAME/MASONRY INTERSECTION 3 7/8" STUCCO EXTERIOR SHEATHING 2" x ?" 16' O.C., TYP. y AUG 29 2916 e , EXISTING DRIP ---- EXISTING FASCIA EXISTING SOFFIT METAL OR PLASTIC WEEP SCREED EXPANSION2 JOINT SET 1" BELOW MASONRY MEMBRANE STRIP COVERING WOOD/MASONRY 1 ITERSECTION UNDER EXPANSION JOINT EQUAL 2" BELOW CMU STUCCO FINISH METAL LATH OVER HOUSE WRAP VAPOR BARRIER ON 1/2" OSB BOARD (NAIL 8d, 4" EDGE, 12" FIELD, O.C.) ® NUMBERS INDICATE SEQUENCE OF INSTILLATION FLASHING AT STUCCO STOP WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify THE BUILDER SHALL VW AND BE and be responsible for dimensions and conditions RESPONISABLE FOR E)aS1NrG CONDITIONS of the job and Metz Drafting & Design, Inc. must be notified in writing of any variation from the NOTE: CONTRACTOR SHALL VERIFY dimensions, conditions and specifications appearing AND BE RESPONSIBLE FOR ALL on these plans. DIMENSIONS. BF a #16_2430 ~ J �U_ �07 Z Wz �W W t�W0 C7O � o o E.. ZZZ Vl Q �Z ySNu W U Oz0d=__ oui a -vim rTj m9 S +��...LL•FF,�'�0 c �FI• W 9. J&�o Mad ZZ J 2 11 v Z LU W ~ N O r L0 � M to 10 oa q o co j 75(o 0 M 0 1!J ?i; O LLI Z tE Q W LU s rr tC� 0 U � Wa N p Wz �W W t�W0 C7O � o o E.. ZZZ Vl Q �Z ySNu W U Oz0d=__ oui a -vim rTj m9 S +��...LL•FF,�'�0 c �FI• W 9. J&�o Mad ZZ J 2 11 v Z LU W ~ N O � M to Fr 0 M 0 1!J ?i; O LLI Z tE Q W LU s rr tC� 0 U �f