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HomeMy WebLinkAbout301 Bella Rosa Cirb , ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 91- (</ Documented Construction Value: $_ .lob Address:�Ul ����C� r`�����- ��-t'2� � Historic District: Yes ❑ No ❑ Parcel ID: q - 3 50,1- Uk�, S> O3tti 0 Zoning: Description of Work: �N)nt SE(Z— Plan Review Contact Person: l' kn S (1�\I Title: o - � rN I - Phone: ��� S J - �l� Fax: E-mail: ('YYN'S• q)44 '(kl' %a) ()ars Property Owner Information Name � p Alace S-1 S L Phone: Street: 1 Ste` U cxNal �n ,R�_)v Sit ,�lo Resident of property? : ��a'cc( rk City, State Zip: 61 r -- Contractor Information - Name � �` cA t�L� �o-�-c� � � l+.�------ Street: _'1��� t� \fin L S k o- , � Fax: City, State Zip: N—(u- C A-ki PC- i ylill State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit 0 Square Footage:��� l 1 Construction Type: No. of Stories: No. of Dwelling Units: t Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ® (Duct layout required for new systerus) Plumbing 17 New Construction - No. of Fixtures: It Fire Sprinkler/Alarm ❑ No. of heads: 6' RIDGE VENT T.O.M, T.O.M. F.FL. TnRA 2868 25 SH -IAJ 5h LEFT ELEVATION. SCALE: 1/4" = V-0" 6' RIDGE VENT 12 8'RIDGEVENT 5.0 L_ _ 1. _.)._ --J 12 I r ! .J.._ .. C _ ..C__..T �L _,( .C_ (_ -�...> . -. __----� _T�L .�[_ �[._ _ J _ i.._ ._.0 [. �f _. _. J`_ �. 1 C. _I_. _J _( _ J _ .- .__ ,C ......�, _. 5.0 _ _J- _ J _ _. _ Z....�__ ..J .- -� - - - - _Z..: �. _. C .. _J`. . (_ _ _. _ [_... J,. _,C _,[_ ._ C._ "�._ ..J..._ . L .J `L ,L..- �.. C.. _7`- 1 _ t.._ "._ l._ _1 t� _ _�_ .. [._ .. ,C- - - - .L_ _.[J _ I_ �C a`FIBERGLASS C I . T i . r .r -r� -r- --� --- ---7- i� C-�[_ 1_-tl._J:... C... l . J �f _ �T. J._ 1 1 _ T.__[_...C..._�_._..C..._.T -j- -J._ _�._.�_._.�.....I SHINGLES _�C I_._.J.. ,(.:.rte -J l 7_._..J� l T J C . _ -.--_J _ J_ L_C_ ._I._ ._f._ .J._ �__ .�._ 1.`J -_.[_ " J 7-1-j- .3-...J T ._.1 ., I f i IJ �I ! I 1 1 I ! 1 T--� - - J- -r,-T­`-t-'-r-"-1F- 1� "� ( �` �1 2'-0" r ----------------------------------------------------------- 24 --------------- -----------------24 SH 35 SH TEXTURED FINISH --------------------------------------- 25 SH r n F.F. TEXTURED FINISH S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) o 00 ' ---------- TEXTURED FINISH 2'4" Y r - - - - - F.FL. 2276 TOTAL 547 SQ. INCHES OF - _ 0. 1070 �' F.FL. a ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING T.O.M. F.FL. TnRA 2868 25 SH -IAJ 5h LEFT ELEVATION. SCALE: 1/4" = V-0" 6' RIDGE VENT 12 8'RIDGEVENT 5.0 L_ _ 1. _.)._ --J 12 I r ! .J.._ .. C _ ..C__..T �L _,( .C_ (_ -�...> . -. __----� _T�L .�[_ �[._ _ J _ i.._ ._.0 [. �f _. _. J`_ �. 1 C. _I_. _J _( _ J _ .- .__ ,C ......�, _. 5.0 _ _J- _ J _ _. _ Z....�__ ..J .- -� - - - - _Z..: �. _. C .. _J`. . (_ _ _. _ [_... J,. _,C _,[_ ._ C._ "�._ ..J..._ . L .J `L ,L..- �.. C.. _7`- 1 _ t.._ "._ l._ _1 t� _ _�_ .. [._ .. ,C- - - - .L_ _.[J _ I_ �C a`FIBERGLASS C I . T i . r .r -r� -r- --� --- ---7- i� C-�[_ 1_-tl._J:... C... l . J �f _ �T. J._ 1 1 _ T.__[_...C..._�_._..C..._.T -j- -J._ _�._.�_._.�.....I SHINGLES _�C I_._.J.. ,(.:.rte -J l 7_._..J� l T J C . _ -.--_J _ J_ L_C_ ._I._ ._f._ .J._ �__ .�._ 1.`J -_.[_ " J 7-1-j- .3-...J T ._.1 ., I f i IJ �I ! I 1 1 I ! 1 T--� - - J- -r,-T­`-t-'-r-"-1F- 1� "� ( �` �1 2'-0" r ----------------------------------------------------------- 24 --------------- -----------------24 SH 35 SH TEXTURED FINISH --------------------------------------- 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = V-0" 6080 SGD 35 SH RIGHT ELEVATION SCALE: 1/4" = V-0" T. FIBERGLASS. C 1 J !._ SHINGLES - .I ,[_. l �L12 [_ �C r t L t J I. J r - 15.0 -ice -T I t 12 �. x --J-_ T .. .._J 6" BAND L _ `J: ...0 �� C^ _ C..�_� �.� L . �_ C �C_.... _r. �._L CRICKET `�[ �_ C_ r T.O.M. -1� �., --i _ _�_ .. � ., I 7 � � "� (._ � ( I 1_ J-1 I- � I._. 1 . -1 I F 1,l 2" N GENERAL NOTES n F.FL. TEXTURED FINISH S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF - _ S.F. �' F.FL. a ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING HDR. o 00 G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. 25 SH REAR ELEVATION SCALE: 1/4" = V-0" 6080 SGD 35 SH RIGHT ELEVATION SCALE: 1/4" = V-0" T. FIBERGLASS. C 1 J !._ SHINGLES - .I ,[_. l �L12 [_ �C r t L t J I. J r - 15.0 -ice -T I t 12 �. x --J-_ T .. .._J 6" BAND L _ `J: ...0 �� C^ _ C..�_� �.� L . �_ C �C_.... _r. �._L CRICKET `�[ �_ C_ r T.O.M. -1� �., --i _ _�_ .. � ., I 7 � � "� (._ � ( I 1_ J-1 I- � I._. 1 . -1 I F 1,l 2" N GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2276 TOTAL 547 SQ. INCHES OF .— C •� N S.F. VENTILATION REQUIRED a ROOF CRITERIA 12" OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. �_-_- J-_ C �_ ---- T.O.M ---"� HDR. T.O.P- 6"/ �O�E] a 'u' ©O = N o ILq OO�ODaEO 0 0000 SANDED F.FL.7F 2-0 FINISH F.FL - --- -- - - - - - - ------------ --- 16 X 7 OVERHEAD DOOR ALL TRIM LINES 3068 W/ 35 SH SCORED ARE SCORED 36" X,;26" TRANS. ABV. SHUTTERS FRONT ELEVATION - A SCALE: 1/4" = V-0" A EcoE (96 C ��� 0 L. q) a0 N Y .— C •� N U N F- O a W p d' U) q) M70 m Q N ° C3 -F_ 2 C W n ULO mC5 Tj Affiliations: A M B D. N C•B D•C ``i Tj Consultants: � J Z a-� Z ZU O c Q LL - p W U W o n f n N N Oa W WLU W Jr Z O F' ; 0) 0<0OM t'J o p ny ZZ°3¢� Z W �o�w N % a wtY WaW �; �•x�� C7�OZOZF IIS Uw wVOQO Z 0' N 9 �-0 Wa2WZ ..nn �r o WE LL �t;oZO o9M � W a� 0 N`11�n 07 "Q Qi LL W (,R W Wc5�_o o� (68 W pHN F- 0 W a P ❑ 0 z 0 O N M Ln " o cn V) 110 O Q QjMI� Q > ro L a 0 L L I-- LL < L Q .11� _-J Z LU J O W U-) V Lr) J r-9 oZ WLR wzz i--� a m r -L -oz> ¢o C)� ¢ QQ i Q LZU z J Wo�0 > CL Z) b � C4 V= Q F W N F 0 ate. LU=w o � J M O LU I- o V) L0 W to o azo o a LU J VLULn m Poz� U _ o��oZLIJ Lu :03 Z Q9 LL Qjr (~ �wc�3 a oZ 100 a r w O W z a O 0 <ag O Oj LUo '< CL W UL ~ wW zo�W SCALE : AS NOTED PLOT DATE: 12/30/2009 VERSION NO. 106 JOB NO: 09-1435 SHEET NO. 2 W W C� 0 i 1-11-12 WA CD N (2)( A TYP. U.N.O. A 33 TYP. U.N.O. lull Me 12-0-0 TYP. A. U.N.O. U U U W W W W U U --- -1 [-, �- 11- JV -1 C1 it II — 11 I II �. Ik I� I1�— II If C3 0 7 C5 �s n C5 II II II II I II II II II ZA-_ _ TYPO A U.N.O. (2)O 2B T U U A ;1 II A a�24" — 2D II o II _ = O. II II 2E 7 7 N 1A 1B = 1D — 1E — — Odd Space 1H 1H 1H 1L 11'4" Ceilin =1M 5 = TYP. @LOW D1 ROOF ENTRY A Qb — 1N 00 G TYP. @ HIGH 3C > 7 7 ROOF ENTRY 10 — �I �I — _ II 4B Odd S ace ■ __ �...� I�1► .. .. X111■ �� _ l�1 C1 C3 0 TYP. U.N.O. II II II II — _LO D1 48 wll 39 — Lu CJ39S II _ C1 7- 4 191 II II II II II D1 II CJ19 n I- "� y`'> w w w A TYP. U U U.N.O. 0 U w Lu y A TYP. U.N.O. O WE 1-11-121 W 2-0-0 1-4-4 0 O n 0 4 CY7 I `J UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A _ HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 11/2" B HETA16 1810 ?vow M W U W U Q 9 - 10d x 1 1/2" HTA16 1615 1585. 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 650 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 550 475 8 - 8d X 1 1/2" E META20 1450 7 CL L m 7 - 10d x 1 1/2" HTA20-18 1200 1120 10 - 10d X 1 1/2" F HHETA20 2235 12 - 10d x 1 1/2" W J O (d LO (3) G H10 990 850 16 - 8d x 1 1/2" RT16A 1030 1030 9-10d X 1 1/2% 8-10c H MTT28B 4455 4455 24-16d MTS27B 4685 4029 24-16d J HTT22 5260 5260 32 - 16d SINKERS FITT22 5370 4618 32 - 16d K HD2A * 2775 2 5/8" DIA. BOLTS TD2 3435 2954 - 5/8" DIA. BOLTS L HD5A * 3705 3130 3/4" DIA. BOLTS TD5 4180 3594 2 - 3/4" DIA. BOLTS M HD6A * 4405 3680 7/8" DIA. BOLTS TD6 6655 5779 3 - 3/4" DIA. BOLTS N LUS26 1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8-10d P HUS26 1550/3325 ** '1550/2540 "* 20 - 16d x 3 1/2" THD26 /875/3040 1580/2365 Q HUS28 220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 R MTS12 1000 860 14 - 10d x '1 1/2" MTW12 1195 905 14-10d S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 905 14-10d U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2050 1785 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS LUGT2 2260 1 1945 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS > H z 0 Z 0 X HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1315 24-10d X 1 1/2" JOB NO: 09-1435 SP1 585 535 10-10d SPT22 715 8-10d SP2 1065 605 12-10d SPT24 895 10-10d 605 520 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" 00. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR N2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. (+) MINIMUM LENGTH OF STICK FRAMING TO BE 5'4" ON A HORIZONTAL PROJECTION. �9 SIM. @ (��TYP. 0 BRACING U.N.O. D1 20-8-0 19-4-0 ROOF FRAMING PLAN A SCALE: Y4"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) 1 OR 2 PLY CARRIER IN N N N NRI� A)x COLEDGER U cn C9 E n 8o .� C: Cd In 1D) 20 a,^ u- rn ® a +, o C N V ai 00 0 a o v rn(0 ro N a v-. o 00 CQ UQ Ln d" m o yj Affiliations: N•C•B-D C ♦ Consultants: � J z oF� Z ?vow M W U W U Q Ow cC(n N M( O LL, <nww JT Jpp� LLD) 3 z0so Y o O 22 Yzz�� 7r W o pz O 11 �w �ggaw�a f'g a - (L N m w N � Lu i � n= W LiW I- oow� N Q J w�0 �/� E 2�wwp � LL V Wm NU UO WO(Z,ry CcLL =N�d W a o Q) c rg N �� wm ❑ m(,9 --O �OCJ 2 U V 1 W p F- y — '•E F- o � o�r� o m aLu m 0 0 0 Z6 O .--1 M N (h Z � m 1 Ul � j O 1-cn CD C) Cg1--, z 7 CL L m 2:�L ((an N L n -J W� W J O (d LO (3) un Ln U OZ LLI n � r•�/ L.L vI vwi 0 POz zaU Q Q¢a¢ Z T H Zµ.� Z Z (7 Zp 1 W 3 W W U LO o(n0UQ �Lu aOz@ Lu C) M V) OLLJ ,--1 - 0 z LLu al-0azua Lu u gy - m W LU U Z z -a Q � J Q O o oo�wa� �wZo ao 7 , u- J W aQ~ Z 0 LL 0 LL Lu > H z 0 Z 0 SCALE AS NOTED PLOT DATE : 12/30/2009 VERSION NO. 3.06 JOB NO: 09-1435 SHEET NO. 6