Loading...
HomeMy WebLinkAbout705 Pine Ave 18-4608; INSTALL FRONT PORCHCITE' OF #E N "'RD NT BUILDING DIVISION Job Address: 705 Pine Ave. Parcel III: 25-1 9-30-5AG-0900-0050 OW 2 6 2018 PERMIT .APPLICATION Application No: (g2 0 � Documented Construction' Value: $ � � � (9� C) Historic District: Yes NToR Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo[] Change of Use ❑ Bfove ❑ Description of Work. Install front porch under existing cover. Enclose rear entry. Ilan .Review Contact Person: Rodney Brown Phone: 407-484-8126 Name Jason C. Brown Street: 705 Pine Ave. Ear 407-749-0033 Title: Project Mgr. Email:- rbrown@sequeldevelopers.corn -Property Owner Information City, State Zip: Sanford, FL 32771 Phone: 407-427-6236 Resident of property?: e..Contractor Information Name Winston G. Bron Phone: 407-690-7125 Street: 1516 E. Colonial Dr. #202 City, State Zip: Orlando FL 32803 Name: Steven A. Hepner Street: 2612 Herbison Dr. City, St, Zip: Orlando FL 32810 Bonding Comparty: Address: 407-749-0033 Yes State License No.: CG C 1512796 Architect/Engineer information Phone: 407-298-46-179 Fac 407-298-8849 - a�: wshaffer8@cfl.rr.com iNfortgage Fender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COINLMENCENMNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEiiBNTS TO YOUR PROPERTY. A NOTICE OF COMMENCEIME_TNT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT wlTii YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COi4FiI4 ENCEMENT 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 permit and that all work-ivillbe 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. 2x8, 2'-0„ 1/2" FRONT PORCH DETAIL Scale 1/2 V-0" SEE ELEVS EDGE FOR PITCH ZONE 1 SHINGLES COMP FELT. 15# f -4''U' x d'-0' OSB NAILED PREFAB WOOD IRUSSES 24' Q§ W O.C., GABLE END 9 4" O.C. O.C� Wl M Ip ANCHOR EA. END 4" R.301NSUL.-- BLOWN OR EE ROOF FRAMING 'HQR5 BATTEN MIN. n TRUSS ZONE 4 P.T. 1x2 W/ GALV. 1/2' UR ALL /MTL. DRIP USE. 2x4 #2 SYP PLATE J = ---1.0 P.T. FASCIA Wl PT2 UPL. UUU IZ-IW 2A SUBFASCIA FSASCIA OPTIONAL C DBL. 2x6 #2 SYP HEAI DER ° °° - ® WINDOWS— _ - FINISHED SOFFIT W/ SCREENED VENTS 8 . ALUMN. FRAME WOOD TRIM (1' X 4") le WINDOWS—\ JOINTS (IF APPLICABLE) w -CAULKARQUNU WJNUQWS _ S WOOD BILL STOOL Q V2' DRYWALL ON 2'x4" i/2 BYP STUDS®td"O.O.CRFATINOA 112' PLYWOOD NAILEU USE - SPACING UPL. 878 INLEU OF 371 SPl/2 w w 1 HOUR FIRE RAIEU WALL LAYERS OF 15Ib FELT OR > 2z SEEBATTINSULATIVNR-11 Z SEE NAILING ON SHEETING 1 LAYER OF 151b FELT ANDI RAP _ FINISHEDFLOORON4' THICK CONC.-9L 16X0#10 WIRE MOF HOUSE GOER FINISH SREINF. a W.W. MESI NOI E: FISEH MESH AD i4`111 BE SUBS'IUTEO - MESH P.T. 2'x4• #2 SYP BOLE PLATE p 30' +FOR W.W. SIP PSOON0dT15d51p _ pW/�1'/yZy"z0"JANCHORS O+INT OLONgATWASHREIFU MIN AROUND CONT. , = - ERPRQQF C T1A EpN SPCCONpcGgllAq iO WALLC11Rtl'T F9C R 0 -3U1 FLASHING CONTROL JOINT 03 R703A6 2, 703.8, 703.11, / /+ g eU VAPOR \ \ �`EC�'� ° A_1U W LFR OM FIV, :..' �:i::. ///\ GRADEVARIES J R W1MIN. 111MIN W,2 OVE(iLN'S :i 0 -BEND � 7D, 'IDTO �[7 \y\ \ yTEFiMI'fE lREATEO ` \t i\ GLEAN, GOMPACTEDi.//\y / GONC. FTO. W/ 2 #5. - ,FILL/.�%�\ �•\� `\ \ REBAR�FONT.`\�, Q) 0 WOOD FRAME WALL, DETAIL (STEM WALL FOOTER) SCALE: N.T.S. ROOF EDGE COMP SHING EXISTING 16" SQ COLUMN W/ STACKED STONE VENEER LEFT ELEVATION Scale 1/4" = T-0" - COMP SFIINGLES AREA EDGE FIELD ZONE 1 6" 8" ZONE 2 4" 6" ZONE 3 6" 8" ZONE 4 4" 6" GABLE TRUSS " O.C. EXTERIOR SIDING - - TO MATCH EXISTING jc RAILING TYPE TO �C BE SPECIFIED BY / BUILDER `- EXISTING 16" SQ COLUMN W/ STACKED STONE VENEER RIGHT ELEVATION Scale 1/4" = V-0" w LU LU LL O PNEUMATIC NAILS: PNEUMATIC OR MECHANICALLY DRIVEN NAILS WILL BE ACCEPTED UNDER THE FOLLOWING CONDITIONS; A. MINIMUM NAIL SIZE: 8d OR LARGER SPIRAL SHANK WITH: " MINIMUM ROOT SHANK DIAMETER -.113" " MNMUM LENGTH - 2 3/8" ROOF NAILING PATTERN "MINIMUMHEAD DIAMETER -0.280" `MINIMUM RING DIA. OVER SHANK DIA. -.010 SCALE : N.T.S. B. MINIMUM NAIL SPACING MIN. SHEATHING 112" OSB 16" SQ COLUMN 6' -8" - ABV. FIN. GRADE FRONT PORCH FRAMING PLAN Scale 1/4" = V-0" 4X, ao 16" SQ COLUMN \-6'4" HIGH CHAIN W/ STACKED LINK FENCE STONE VENEER FRONT ELEVATION Scale 1/4" = V-0" (2) 2X4 #2 S SIMPSON MST 12 14-10d TOP PLATES x 1 1/2" 1000# UPL NAIL SPACING @ m vJoz[ip�¢ SIMPSON SPH4 tTYP EA. 0)8d ° INTERMEDIATE FRAMING ° 000 LID COMMON NAILS 10-10d x 1 1/2' 1240# UPL COMMON STUD'AND PLATE — a S 7 4 z LIT CO W CL W , 0 6" O.C. a EDGES 2x4 #2 SYPBFLAT 0 ° °° 0 5^^ O BLOCKING @ PLYWOOD O rO 15/32" CDX PLYWOOD OR 7,'1 JOINTS (IF APPLICABLE) 0 z . , O.S.B. ONE SIDE OF WALL 0 Q a ° DOULBE NAILED 0 BOTTOM N O O O O UPL. 578# EXTERIOR WALL 2x4 #2 SYP FIRE BLOC ° SINGLE NAILED @ BOTTOM UPL. 474# EXTERIOR WALL 0 WALLS OVER 8'-0" HIGH 0 z Lo ° ° O 2x4 #2 SYP ST Q) 0 (AS SHOWN) 16" O.C. -INTERIOR---/EXTERIOR fA X f5 <,< m Q 2x4 #2 SYP P O 0 F- 0_ BOTTOM PLATE w O o 1/2" x 8" ANCHOR BOL SIMPSON SPH4 �TYP EA. STUD) 0 36' O.C. W/ 2" STEEL 10-10d x 1 1/2' 1240# UPL WASHER COMMON STUD AND PLATE LINK FENCE TYPICAL SPACING ° PER TABLE FRAME O o BEARING o O O O o 0 0 0 0 0 WALL 0 0 0 N.T.S. 0 z U Z 0 V) w 0 J J Q Q w _ U) COMP S RAILING TYPE BE SPECIFIED BUILDER, EXISTING 16" SQ COLUMN W/ STACKED STONE VENEER PANEL ATT EXTERIOR SIDING TO MATCH EXISTING SINGLE EDGE SPACING CREATES UPLIFT 578 Ibs DOUBLE EDGE SPACI CREATES UPLIFT 474 Ibs ACHMENT EOR U 16" SQ COLUMN 6'-8" ABV. FIN. GRADE (2) 10'4" GATES MOUNTED AS PER MANIF, INSTRUCTIONS RAILING TYPE T Z� F` O �v µ BE SPECIFIED BY Rl".� -I j< - , ,< BUILDER LID C STACK STONE VENEERc�( <� 7 TIT Ty 77 EXISTING 16" SQ COLUMN W/ 6'-0" HIGH CHAIN 16" SQ COLUMN STACKED STONE VENEER LINK FENCE W/ STACKED STONE VENEER CRICKET 4x4 BRG POINT---, `7 2x8 JOISTS @ 2'-0" O.C. W/ 1/2" DECKING MUDROOM REAR CUT-THRU Scale 1/4" = V-0" Ll FT 3068 DR 2020 FIX GL REAR ELEVATION LEFT ELEVATION Scale 1/4" = V-0" Scale 1/4" = V-0" EXISTING PAD 5 I 16" SQ COLUMN W/STACKED STONE VENEER .OF,• co.o V N HE . • 1 sT�R. o• ' ww1 w ` {{z U¢ 1 Q LL Z} Z ED W I- to ?�ow p2WW'Z OQF-1 W 1=- K� � U?� ¢�wON�> mp wa FYI w O V wm�zp �F 00 SnwJ. =D' i' J Lu .. �- W. I. p L¢x oavip.00 0(E �� O~ U) LW (E RDa7 W G o �Q) 0 • o P /J 21 H O zn w U Z O ii z z E6~�F 8 Ow z0 LL LL.�o �z I=ZUj zZ UQ ¢V wz�C~i OO� O Ow x In Lu 'aw 0w0 0E o.L 'T u¢i �P........�i �:., I¢- z 2 Z m Z z 0 m w. z m WW a'�y 1�woC) -Hop j Ip� wp¢U �. W* i v�zz0 z��0 z�o�a .2 �ZFL �i�z Lr 0��� IW-zmo V� �Oa ry•. ¢:� O� t w n�UO wD �5.......�c zZvo awa�zuZmon 8o rz-z'� ww¢o¢I O�-amu Fz v)Q Liiwo uW w wwcn zo o Wz (w, w -a mw ��zo x¢000 Fow;UzzEp zozpF-2 )O_OinuivJv��wfx-'A��� Lu Tw0ZZw ¢ F O F W 4 7" O O (Xa'QW O{1aLL'�!W O F-¢QQ O QJOQ OFW-VOZWU 7�Z�07?��C)0. oEHq 0 7zz- EwRo . v)rnU6w2 OK<OZ0Qw�D.,¢Ov)a�SUt�Jw�S W fSl�TG1 1~ wwc�F �z W L (U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NAIL SPACING @ m vJoz[ip�¢ U W ° INTERMEDIATE FRAMING ° 000 LID 12 O.C. ' — a S 7 4 z LIT CO W CL W 0 0 W L] _• O 0 0 ABV. FIN. GRADE 0 5^^ O O O rO m 0N1= 0 z o 0 Q a N O O O O z Lo (Dro 0 0 z Lo 0 0 o O a Q) 0 0 w fA X f5 <,< m Q 0 O O 0 F- 0_ w O o W0p O o O o LINK FENCE °ALTERNATE SPACING ° PER TABLE 305N1 O o O o O O O o 0 0 0 0 0 0 0 0 0 0 0 0 PANEL ATT EXTERIOR SIDING TO MATCH EXISTING SINGLE EDGE SPACING CREATES UPLIFT 578 Ibs DOUBLE EDGE SPACI CREATES UPLIFT 474 Ibs ACHMENT EOR U 16" SQ COLUMN 6'-8" ABV. FIN. GRADE (2) 10'4" GATES MOUNTED AS PER MANIF, INSTRUCTIONS RAILING TYPE T Z� F` O �v µ BE SPECIFIED BY Rl".� -I j< - , ,< BUILDER LID C STACK STONE VENEERc�( <� 7 TIT Ty 77 EXISTING 16" SQ COLUMN W/ 6'-0" HIGH CHAIN 16" SQ COLUMN STACKED STONE VENEER LINK FENCE W/ STACKED STONE VENEER CRICKET 4x4 BRG POINT---, `7 2x8 JOISTS @ 2'-0" O.C. W/ 1/2" DECKING MUDROOM REAR CUT-THRU Scale 1/4" = V-0" Ll FT 3068 DR 2020 FIX GL REAR ELEVATION LEFT ELEVATION Scale 1/4" = V-0" Scale 1/4" = V-0" EXISTING PAD 5 I 16" SQ COLUMN W/STACKED STONE VENEER .OF,• co.o V N HE . • 1 sT�R. o• ' ww1 w ` {{z U¢ 1 Q LL Z} Z ED W I- to ?�ow p2WW'Z OQF-1 W 1=- K� � U?� ¢�wON�> mp wa FYI w O V wm�zp �F 00 SnwJ. =D' i' J Lu .. �- W. I. p L¢x oavip.00 0(E �� O~ U) LW (E RDa7 W G o �Q) 0 • o P /J 21 H O zn w U Z O ii z z E6~�F 8 Ow z0 LL LL.�o �z I=ZUj zZ UQ ¢V wz�C~i OO� O Ow x In Lu 'aw 0w0 0E o.L 'T u¢i �P........�i �:., I¢- z 2 Z m Z z 0 m w. z m WW a'�y 1�woC) -Hop j Ip� wp¢U �. W* i v�zz0 z��0 z�o�a .2 �ZFL �i�z Lr 0��� IW-zmo V� �Oa ry•. ¢:� O� t w n�UO wD �5.......�c zZvo awa�zuZmon 8o rz-z'� ww¢o¢I O�-amu Fz v)Q Liiwo uW w wwcn zo o Wz (w, w -a mw ��zo x¢000 Fow;UzzEp zozpF-2 )O_OinuivJv��wfx-'A��� Lu Tw0ZZw ¢ F O F W 4 7" O O (Xa'QW O{1aLL'�!W O F-¢QQ O QJOQ OFW-VOZWU 7�Z�07?��C)0. oEHq 0 7zz- EwRo . v)rnU6w2 OK<OZ0Qw�D.,¢Ov)a�SUt�Jw�S W fSl�TG1 1~ wwc�F �z W L (U 2 LLj C J ¢iu1�WgEO � (]� m vJoz[ip�¢ U W <�U<��Z CA 000 LID LL1 0LLJCa� F- G W F- z OI W ' — a S 7 4 z LIT CO W CL W W L] _• O z IW -16" SW UULUMN t]' -u" U) m 0G O ABV. FIN. GRADE O W o m 0N1= E W 0 W a OOQ = G AWN 2i�a fA X f5 <,< z a W �¢z 0_ 0 Q W0p U-0" HIGH CHAIN O = LINK FENCE z X - - - -- — RtCORD COPY - W "W 4x4 BRG POINT 112- 2-2x8 LEDGER w/ 1/4"x8" ON 24" O.C.2 ROWS O STAGGEREDt/ HTU26 HANGER D FOR CODE COMPLIANCE 0 ��` ILL Ex x HUC410 HANGER @ - P� E �N R i i END JOIST °�; META12 ON INTERIOR J JOISTS DATE U a� MUDROOM SIDE CUT-THRU g a Scale 1/4" = 11-0" SAiIJE jW A PERMIT ISSUED SHALL BE CONSTRUED TO BE A _ LICENSE TO PROCEED WITH THE WORK AND NOT A ; AI I TO VIOLATE, CANCEL, ALTER OR SET P' ►r' A" Y' THE PROVISIONS OF "rHE'rECHNICAI Q_ 'HALL ISSUANCE OF A PERMIT PREVEI !T It DING OFFICIAL FROM THEREAFTER y_ A CORRECTION OF ERRORS IN PLANS ro C I,"' RI 'TION OR VIOLATIONS OF THIS CODE L_ z C O E O \_4" FRAME WALL00 2� CV (DJ =�2 ► 2y a� Co co T s m 4x4 BRG POINT S 80..1402 v o 4" FRAME WALL y� mom° 2020 FIX GL ��/ENI 7'-4" 7'-4" # 1Q � =JMUDROOMFLOOR FRAMING PLAN MUDROOM FLOOR PLAN 608, z Scale 1/4" = V-0" Scale 1/4" =1'-0" V J`Y lam.... ' W m E a Z = G - - - -- — RtCORD COPY - W "W 4x4 BRG POINT 112- 2-2x8 LEDGER w/ 1/4"x8" ON 24" O.C.2 ROWS O STAGGEREDt/ HTU26 HANGER D FOR CODE COMPLIANCE 0 ��` ILL Ex x HUC410 HANGER @ - P� E �N R i i END JOIST °�; META12 ON INTERIOR J JOISTS DATE U a� MUDROOM SIDE CUT-THRU g a Scale 1/4" = 11-0" SAiIJE jW A PERMIT ISSUED SHALL BE CONSTRUED TO BE A _ LICENSE TO PROCEED WITH THE WORK AND NOT A ; AI I TO VIOLATE, CANCEL, ALTER OR SET P' ►r' A" Y' THE PROVISIONS OF "rHE'rECHNICAI Q_ 'HALL ISSUANCE OF A PERMIT PREVEI !T It DING OFFICIAL FROM THEREAFTER y_ A CORRECTION OF ERRORS IN PLANS ro C I,"' RI 'TION OR VIOLATIONS OF THIS CODE L_ z C O E O \_4" FRAME WALL00 2� CV (DJ =�2 ► 2y a� Co co T s m 4x4 BRG POINT S 80..1402 v o 4" FRAME WALL y� mom° 2020 FIX GL ��/ENI 7'-4" 7'-4" # 1Q � =JMUDROOMFLOOR FRAMING PLAN MUDROOM FLOOR PLAN 608, z Scale 1/4" = V-0" Scale 1/4" =1'-0"