The URL can be used to link to this page

Home My WebLink About2613 Hartwell Ave 18-896 ROOF (BACK PORCH)Plan Review Contact Person: Phone: Fal: Title: EmaifI_/lllGi.Y/ �: C'f�a.t�t"?. / Property Owner Information _j / Nance �% i l (/`. /r)I f o,�! f',. Phone:��J / q Street: Resident of property? City, State .Zip:L.. Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail, Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING: TWICE FOR IMPROVEMEN'T'S T'O YOUR PROPERTY. A NO'T'ICE OF C'OMMENCEMEN`T' MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOl1 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��j furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed Nvith the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code A .r Revised: Juoc 30, 2015 Perm it Application _ E-) t�,3) FES �'i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT /APPLICATION i Application No: —Xi= 2 Documented Construction Value: $ Address: J(�I �V'�l rJob Historic District: i'cs ❑ No Parcel ID: Residential Conantercial ❑ Type of Work: New ❑ Addition Q,4 Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 1� 00- A)r ch , Plan Review Contact Person: Phone: Fal: Title: EmaifI_/lllGi.Y/ �: C'f�a.t�t"?. / Property Owner Information _j / Nance �% i l (/`. /r)I f o,�! f',. Phone:��J / q Street: Resident of property? City, State .Zip:L.. Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail, Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING: TWICE FOR IMPROVEMEN'T'S T'O YOUR PROPERTY. A NO'T'ICE OF C'OMMENCEMEN`T' MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE THE FIRST INSPECTION. IF YOl1 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��j furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed Nvith the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code A .r Revised: Juoc 30, 2015 Perm it Application _ LEDGER HOARD SHALL BE ATTACHED TO EACH TRUSS BELOW W/ 3 16d ViLS WPOST W/ FOOTING 'I -z2424 FOOTING W,/ #5RB EACH WAY BOTTOM REECORD COP ARCHfTECTURAL SHINGLES OVER 30f FELT } 1/2" OR 5/8" (4 -PLY) PLYWD. SHEATHING OVER PfR-Ef�A=B=dD----��IiS-SE-S (NAIL. 8d, 4" EDGE, 12 FIELD, O.C.) •, j?'s.{ SI�fPSON fP2.5 z✓ TOP ANI) SOTIOM (2)2.x12 READER BEAM TYPICAL f� i 2x8 RAFTER 24" OC /MTS16 2x4 KNEE WALL DRILL & EPDXY 8' INTO EXIST. SLO & (1) #5 REBAR 36" LONG w/ 10' HOOK 96" O.C. 4'x4' P,T, POST NOTE: BOX OUT CEL. FOR CALL _ 0 SIZE FOR FRONT I AND REAR PATIO. I �217YT.7%F, O SIDE ELE VA TION N EXISTING 4' CONC. SLAB, `.. 8' �o ® c`3� a—e— a --zs�a— \ c 6 d as ed COMP. FILL a a ° a' eaQ VAPOR BARRIER OVER TERMITE TREATED SOIL. TTP. PORCH FTU ETAIu NTS OPTIONAL LCE4 z SIMPSON ABE44, 5/8' I J -BOLT ANCHOR & NAIL 8-16d TO POST, 2'--0" C44) IcW 44 POST W/ FOOTING 2424-24 FOOTING W/ 3 #5RB EACH WAY BOTTOM FOUNDATION NOTES U PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ FIBER MESH OR RE4NF. W/6x6- 10x10 WIRE MESH OVER 6 MIL. VISQUEEN 0 AND COMPACTED CLEAN TERMITE - TREATED FILL. PATIO'S TO BE 4" COMPACTED CLEAN SAND EZ W1 4x8 PAVERS TO MATCH EXISTING SLOPED %WA'f FROM POOL O 1 -STORY STEMWALL I=TC. TO 16" W x 12" D W/(2) #5 BARS CONT., 25" LAPP SPLICE 1 -STORY EXT. BEAR. FTG. PAD 24x24' W x 24" D @ W/(2) #5 BARS EW, REVIM— fVED FM le"ODE COK41PI`D CE /-!6 DATE PROPOSED NEW ROOF AT EXISTING PORCH SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PEAKS, CONSTRUCTION OR VIOLATIONS OF THIS CODE rt 0.•• T,4�r THE BUILDER SHALL \fERIFY AND BE RESPCNIS,ABLE FCR EXISTING CCNDITIONS p - M r.. r � `� O �w wow H c 15 ALSVIt BY Rci,s nn'rE 02-12-18 sir U � A 0 p - M r.. r � `� O �w wow H c 15 ALSVIt BY Rci,s nn'rE 02-12-18 sir U � EZ o� a �c c 13 O a� —� lie r -o o� p - M r.. r � `� O �w wow H c 15 ALSVIt BY Rci,s nn'rE 02-12-18 sir ROOF EDGE I L LLI .Q 0 WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREERATIDN OF THESE PLANS TO AV11ID MISTAKES, %VE CANNOT GUARANTEE AGAINST HUMAN ERROR. CONTRACTOR SHALL \/ERIFY ALL. DIMENSIONS & STRUCTURAL ENGINEERINC IN FIELD, ALL STRUCTURAL (BEARING LUMBER WILL BE #Z, SYP. =9 ESIE AM USE 3,116" x 1-3/4" TAP CONS 2' O/C, MINI, 2 PER SIDE OR "T" MAILS 8" O,r`C STAGGERED OR tA- T STRUCTURAL -LUMBER ALL STRUCTURAL (BEARINC LUMBER WILL BE �2, SYR. NOTE: CONTRACTOR SHALL 1'EP,1FY I AND BE RESPONSIBLE FOR ALL DINIENSIONS, WRITTEN DI!11IENSIONS SHALL FI,A\'E PRECEDENCE 2" X 6', #2 SYt'; OVER SCALE DIMENSIONS. Contractors shall verify RAFTERS and be responsible for dimensions and conditions 2' X 8" PLATE W1 of the job and N�Ietz Drafting & Design, Inc. must c4 16d TO be notif#ed in bvritincG ofany variation from the EACH TRUSS BELG1,A dimensions, conditions and specifications appearing on these plans. ! I; �2x STLIQ CONT, TO TOP,¢LP.TE �i I f SPIKES 12"I � TO 'TRUSSES, GIRDERS, .AND 3EA;INiS rD BE StZED PER ATANUFACTURF.,R. r ADER STUDHS-REQ '''RF+i EiVT: viEADER SCHEDULE OPENING 4RDTFI SEAMNG %VALL NON-SEAIN^a OP. WALLS SHEARWALL D'-0" TO 3'-0" 2 �fE 1�ER STUDS (QAC! SIE 6'— .' D 12, C)" 2 HEADER STUDS (EACH SILDE) 12'-0' TO V-1' TO 7'-0. 2 ��EADER STUDS RE (1) FULL LENOTLi STUD 3 ,HEADER STUDS RE^. (2) FULL LE(\''GT'-t STUDS 4 HE 1DE,H' STUDS RcG. i 2, FULL LEAD? Hi STUDS 3, BEEIAR,;\fG t't%ALL N'AlL PATTERN 1. PLY,rVO OD: �FtELD) USE 10d NAILS 0a J2" 0 I (EDCE,) USE i 0d' I`VAILS a 6" 01C r� 2. l7YPSL�kf: ,,yy (FIELD) USC 5d �\�AILS � 7 q 0" C)//C (EDCE,) USE 5d NFIILS ` 7" 0/0 4, ROOF NAIL PAT ''ERN: C0 ZONE 1 - USE Sd RINGSI-SANK ,yrAiLS -;) 12" 01C (Z, ZONE 2 - USED Sd r,VA fL S C 12" C10 g, ZONE 3 - USE Sd RiNGSHANK NAILS 9 12" OIC 5 5115" GVDSUA4 riElr" Ji\tl?: USE 5d 7\'AILS 9,) 7" c C NTS WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREERATIDN OF THESE PLANS TO AV11ID MISTAKES, %VE CANNOT GUARANTEE AGAINST HUMAN ERROR. CONTRACTOR SHALL \/ERIFY ALL. DIMENSIONS & STRUCTURAL ENGINEERINC IN FIELD, ALL STRUCTURAL (BEARING LUMBER WILL BE #Z, SYP. =9 ESIE AM USE 3,116" x 1-3/4" TAP CONS 2' O/C, MINI, 2 PER SIDE OR "T" MAILS 8" O,r`C STAGGERED OR tA- T STRUCTURAL -LUMBER ALL STRUCTURAL (BEARINC LUMBER WILL BE �2, SYR. NOTE: CONTRACTOR SHALL 1'EP,1FY I AND BE RESPONSIBLE FOR ALL DINIENSIONS, WRITTEN DI!11IENSIONS SHALL FI,A\'E PRECEDENCE 2" X 6', #2 SYt'; OVER SCALE DIMENSIONS. Contractors shall verify RAFTERS and be responsible for dimensions and conditions 2' X 8" PLATE W1 of the job and N�Ietz Drafting & Design, Inc. must c4 16d TO be notif#ed in bvritincG ofany variation from the EACH TRUSS BELG1,A dimensions, conditions and specifications appearing on these plans. ! I; �2x STLIQ CONT, TO TOP,¢LP.TE �i I f SPIKES 12"I � TO TOP PLATE I€i PLATE II HEADER -CONT, 2-2x SYUQS- , GLUE 6: NAILED UNDER llNTEF W: VS(NO 1/2" PLYM+ THAOPINlN -LESS FLITCH TFEAN 5'-0" viEADER SCHEDULE OPENING 4RDTFI SEAMNG %VALL NON-SEAIN^a OP. WALLS SHEARWALL D'-0" TO 3'-0" 2-2xG'S 2-2x4'S i, 3'-1" TO V-0" 2-2,11 O'S 2-2,8'S V-1' TO 7'-0. .02's 2-2xE'S h -zX12. FLITCFI 2'•2x'125 ALL HURRICANE HOLD-DOWNS FOR WOOD TO CONCRETE ARE SIMPSON META -20 ANLESS OTHERWISE TOTED. ALL HURRICANE HOLD-DOWNS FOR WOOD TO WOOD ARE SIMPSON ti4TS-16 OR A35 UNLESS OTHERWSE NOTED, WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP 11 SPECIES OR MINIMUM fb=>1300 P.S.I. NOTE: CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL .- I it � I ! f vi, F _' J ! ' h _I- T_ - WOOD: L ALL WOOD FRAMING AND PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION . THE MOOD TRUSSES SHALL BE `SLED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED by THE BUILDING, CODE, DESIGN CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 3, PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MAINUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITIONS 4. FOR STRUCTURAL LIINIBER, PROVIDE THE FOLLOYiNG GRADE AND SPECIES: (OR EQUIVALENT) SOUTHERN PINE SURFACES DRI' USED 9 19% MAX. M.C. GRADE NO, 2 5. PROVIDE GALVANIZED METAL -HANGERS AND FRN,IING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUF. FOR EACH USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE CONNECTORS OR EQUM ) OTHER MANUF, WITH UL 3TEft, AND APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 5. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM OF 11/2"' DIAMETER (ASTM A-307) 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE "MANUAL FOR HOUSE FRAM NG" OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, DO NOT SPLICE STRUCTURAL MEMBERS BEIWEEN SUPPORTS. S. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BL1I LDING CODE, LATESI EDIT'EON. ;-HOLD PLATES 1/2' OFF EXISTIN5 RIDGE TO ALLOW EOR NEW SHEALTHIND TO MATCH EXISTING SHEALTHING I 4 CLIP C (YP, I i N, EXIST. R007 RAFTER- /N AFTER- t E, TRUSSES it 1, T US ES, 011-70E S, i'}fyvD Lyn:( 4,AIS 1-0 3z SZED PER, XlflNUFACr'C.rfliE . 2. HEADER STUD REQUIREbfEAT h'EADEh STUDS {'E4L,,- SIS,,F "-6" TO 6'-0„ 2 ,LIE4DER STUDS (E4C,R' Si?El 6'-0" TC 12'-0" I,XtE ;L —C" rD ;R'—Cu G �UDS EhS, G AIEADET STUDS REG, I I? FULL LEN 7T 1 SLID 3 NE11DER STUDS ,REAP, (2) FULL LENGTH STUDS 4 NE40ER STUCS REQ. (2) FULL LErN'01 STUDS J. BEARING D,PLL NAIL P'>E1TtERN 1, P'Ln, 000: (PIED?) USE 10d NAILS @ 12" CjC (EDOLE) USE 10d NAILS @ 6" CIAC 2. L3?'PSUM: (FiZLL; l USE 5d WAILS @ 10" O/C IDGL�) USE 5a 1+r1tLs 9 7" LAIC 4. ROOF NAIL PA TERN: OZONE 1 — USE 8d RINOSHf{NK NAILS j 12" C/C 2D/70 E' 2 — USED Sd RINGS+IA,NK NAILS s 12" `C OZONE J — USE 8d RAN(GSFHANK NAILS 9 12" O/C 5. 5/8" GYPSUM CEILING: USE 5d MAILS @ 7" D/'C 6. ALL. INTERIOR LOAD BEARING 1YALLS TO BE 2X=1 #2 SPF 9 24" O.C. UP TO 14'-0" HGT. INTERIOR LOAD BEARING WALLS ABOVE 14'-0" TO BE 2X4 #2 SPF @ 15" O.C. UNLESS OTHERWISE NOTED. Client and Consultanf each agree to indemnify and hold the other harmless, and their respective officers, employees, agents, and representatives from and against liability for all claims, losses, damages, and expenses, including reasonable attorneys' fees, to the extent such claims, losses, damages, or expenses are caused by the indemnifying party's claims, losses, damages, or expenses are caused by the joint or concurrent negligence of the client and Consultant, they shall be borne by each party in proportion to its negligence. The standard of care for all professional services performed or furnished by the Consultant Linder this Agreement will be the skill and care used by members of the Consultant's profession practicing under similar circumstances of the some times and in the some locality. Consultant makes no warranties, express or implied, under Agreement or otherwise, in connection with Consultant's services. gg �14 _L �i I f MIZ t Q M C gg �14 _L I f MIZ t Q M C gg �14 _L � '=- m o I� M z h 'i e o-c��va gg �14 _L ROM I varc Oa- 7 X18 SCAiE S�, ©" I� M L o-c��va u�-i, ROM I varc Oa- 7 X18 SCAiE S�, ©"