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HomeMy WebLinkAbout352 Molf Cove CtPermit No.: Job Address: I8T CITY OF SANFO,KD I%RMIT APPLICA'I'10 Permit Type: ✓• Builldingv�� Electrical 'Mechanical Description of Work: ��.) /n0'lG.2L /1 -�� Ve Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commerclal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines . op Occupancy Type: Residential Commercial _ Industrial Total Sq Ftg: Value of Work: $ J!'%J� % -- Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 1,5 -,;:?o 0_ - ✓ o - .300 - U/ 5-0 — 0 000 (Attach -Proof of Ownership & regal Description) C... / .4 x.f _-- -.: Contractor/Address/Phone: &Aeriar / 0/�'�CSGU�J'S. J: AJC. — Y& -7 - 0*?W-uJ�a �. , -AL 7 — 3.273 X07— 32-2- Co 1 41q �rState License Number:' 5cc o Contact Person: i p k o r �0%�i�l /d z� Phone & Fax Nutr<lb " '- �: 3•?.Z-�/ 9:V07-:3_30- O Title Holder (If other than Owner): AIM Address: Bonding Company. __- A21. % Address: Mortgage Lender: N�A Address: Architect/Engineer Ci r-,"�/ Address: RO. 06B7C 15, 4�419_n J�''• moo_ •�':_`'�.. Phone No.: .3.2 1.21- q-3 (R Fax No.: 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andioning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. &/Mal Signature of Owner/Agent Date Signature of Contractor/Agent U Date /`'%urce� Gc�� �lian-75 �i chard. f-><. Print Owner/Agent's Name Print Contractor/Agent:ANa -o,3 Sign.atur f t -State off Floridil Date / I17tlOtfl�1 e2/1Y2 r teoo+e41 FtoWh',aNolm ......................:.......y Owner/A ent is Personals � own to Me or u FL 1 Date Bonded Brough Florid; Notary A86n.. Inc. Contractor/Agent is 11 Known to M or Produced ID APPLICATION APPROVED BY: AZ: � 0 "4 /,K, -*I— ,Special Conditions: Date: ..5-- 1 z— 3 I'his inslrtill icnl In-clialctl by: Richard H Zapf 2867 Stonewall Place #) Sanford, FI 32773 Permit No. STATE OF FLORIDA SEMINOLE COUNTY OF: MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04801 PG 0432 CLERK'S # 2003072195 RECORDED 05/01/2093 18:42:31 AM RECORDING FEES 6.80 RECORDED BY G Harford Tax Folio No. 13-20-30-300-0150-0000 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and i t accordance with Chapter 713, Florida E'atutes, the following information is provided in this Notice of Commencement g48vei ufproperty, and street address il'nvnitnbl :) 2.,g�erprp� �,dgER & 2 WINDOWSof nent- 3. O« vier information: MAUREEN WILLIAMS a. Name and address- 352 GOLF COVE COURT SANFORD FI 32773 b. laterest in property - c. Name and address of fee simple titleholder (if other than owner): vnlracf or: Exterior Homesavers, Inc. 2867 Stonewall Place 111 Sanford, FI 32773 407-322-6149 SCC 056734 S. Surety a. Name and address - b. Amount of bond $_ r CERI'akl) GVp1 MARYANNE unew CLERK OF CIRCUIT CCM KNOLE COUNTY. FLb 6. Lender: (name and address) it ��1. MQ 7. Persons within the State of Florida designated by Owner upon whom Notices or.otlicr documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a col y of the Uenor's Notice as provided in Section 713.13(l)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration late is I year from the ds to o ret ording unless a different date is succified) a"""......""= Sworn I and subscribed before me u This 1 T Jay of Aptw- , (Signature ofOwner) ,. Y ' Tc Owner's Na►ne v ' WI PIS C = i 3• �'s /P7 1 _ 8 's Address a Gbl.FcOV(ZCOUiLr Notary's Name fZtf✓t{- � -7 OM1= 3 5 :� � ,t v; . 'Notary's Commission Expiries: 69 (3 0 7 s g S AtJ15— ; r COX 1 432 27 STRUCTURAL DESIGN SERVICES 531 South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 SDS Phone (407) 290-2799 fax (407) 290-2953 P1 902 EXTERIOR HOME SAVERS INC. 05-02-03 2867 STONEWALL PLACE STANFORD, FL.32773 JOB: 352 GOLF COVE CT. This letter is to confirm the following: 1. After review of the host structure mobile home, it is my opinion that the tie downs and piling requirements and construction as set by the state will meet or exceed the uplift and reaction of new metal roof over being attached to an existing mobile home which is a 24'x 50' model - 1980 SKY -LINE. SANFORD BUILDING DEPT. THr3fr P+ .ANS ARF: f EVIEVIED AND CONDITIONALLY h.tAUI ITM FOR PCRMIT A PERMIT ISSUED SHALL BE J1+51r31li-'n TO BE A LICENSE TO PROCEED Wn11 'I!,V WDF0% AND NOT A5 AUTlfORiTY 70 VIOLATE. P11JC.:i.. AL'!I=!i. Cfit SET AZIDE: ANY OF THF N9001 -!ONS CF THr, TEr: INICAL CCRES. NOR NHAO. 1';Silt�.tl�;k C'r' A P ret,"T PRE«PIT Tr1E BU37 VINO t: CPT FR, -P1 'i NF RELAF TER RE -:i U-R�NG A (.:.)RKCC- W-114' OF LRRcR2 3 ON 'i HE Ft.API'--,. CON'STFUC'R N Cot vTHEP. VICLATIQNS OF 1 HE CCOES. PERMIT # 03-w4lwx OFFICE COPY MAY 03 2003 y8243 , k KEN EHLERS LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 ALTAMONTE SPRINGS, FL. 32714 PE # 18243 W��o - i,.iuu11.0 POOL L/ItR+OR7 TaCIIITICS �f'{✓)i�t.J1V•�•.l�l../_!}� j`-,-(j�.L�y)/�•{D}-'T �� '\(` � - • OUI�LIUwC r /-.DRYING YAAO- CL O Tilt - 1:6.�• 4 o+.cH �+ C •G v. w w. •r I11 Il, .� �• :iii: ,:�:: 1i11 I t •t o e� w .o ��, .1 .c, /., t.. 1., , � �� \ 0lL �TIOH. 'I II f I�;� , w, r, Iw ��.�� ��.,�\L\'\JJ`♦'�` � 7..y I' ii .1 lu u• Lt _�'e\': \�• ��: \_x •,` ; 1 � T•aow0 rax t "� I I =-TI=It, ' `..��. ]II1(//♦ ��\ �,: \\ ... I .w .w r,o « 10 tae 1 C„�J \ � -' \ � \.,\(•/`Y\\ \/•/`y''/y.(�{`�/\[� rurz \ e . , a - I _ •1 i U, I .11 n l Pf n! I, I I ltK �/�.. � : � �, f {� ti I•�, /11/ 11 SCF1.. HC. ;, •!N: :h 11'. fv X. Vovt- ? �r < I .• . C�.�IAY Q� 1 rl VICINITY WA. I� \ SANITARY SEWtA �L1J DCW rES OAAINACC S.'ALCS Urf S-TATION SRC Q OCTIOTCS AXILT LDTS C;_ RR iAG E COVE OF SAXI VIV FORD # 3s2 - COCOL L COV �"�� � 0 f Section 5 Design Statement: I The roof over systems designed for Section 5 are solid roofs on an existing structure and are subject t positive wind loads only and not to negative internal pressure. The design wind loads used are from ASCE 7-98 Section 6.5, Analytical Procedure and are in compliance with the 2001 Florida Building Code. The loads assume a mean roof height of less than 30', roof slope of 09 to 250 (+/-10*); 1 = 0.77. All pressures shown in the table below are in PSF (#/SF). General Notes and Specifications for Section 5 Tables: Section 5 Design Loads for Roof Panels for Enclosed Structures Wind Velocity Roofs Note 1 Overhang / Cantilever Note 1 100 M.P.H +20 / - Note 3 +20 / - Note -3 110 M.P.H +20/-" " +201-1 " 120 M.P.H +20/-1 • +20/-" 123 M.P.H +20/-' " +201-" " 130 M.P.H +201-' ' +20 / - " " 140 M.P.H +20/-" " +20/-" ' 150 M.P.H +20/-" " +20/-" " Note 1: Per ASCE 7-98 Analytical Method for Components & Cladding. Note 2: Roof over systems are self supporting between supports and are thus considered to be main frame resistance components, but since these systems are also cladding components, design loads are from components and cladding tables for enclosed buildings. Note 3: To develop the design load tables for roof over systems, the. edge strip and interior comer loads were prorated. The algorithm used to generate the allowable span tables selects the final design load used based on the affective wind area of the roof panel section. Conversion Table 5A Conversion Based on Mean Height of Host Structure for Roof Overs From Exposure'13'to'C' Mean Host Deflection Bending structure Height -d- -b- 0 -15' 0.91 0.94 1S - 20' 0.88 0.92 20' - 25' 0.86 0.91 25' - 30' 0.85 0.89 5 -ii 0 0 ROOF OVER SYSTEMS ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 190 -120 130 1 40 1 150 1 #10 1 #12 1 #12 - DETAIL 1A MAX. SPAN FOR CONTINUOUS - BEND DOWN PAN MAX. SPAN MAX. SPAN 3EE TABLESTSEE TABLES PAN / COMPOSITE PANEL RO SINGLE GUIDE MOBILE HOME - E SCALE: 3/16"= 1'-0" MAX. SPANS '�- (SEE TABLES) SECTION 5 DETAIL 3A DETAIL 2A, 2C, 2D OVER SYSTEMS aXVATION VIEW DETAIL 2 , 2 , 2D DETAIL 3A DETAIL 1A, 1B,D D PAN / COMPOSITE PANEL ROOF OVER SYSTEMS DOUBLE WIDE MOBILE HOME - ELEVATION VIEW SCALE: 3/16"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 787-4774 FAX (388) 767$556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 5-1 OVER SYSTEMS /ALUMINUM PAN (SELECT FROM TABLE) 2"x 2" EXTRUSION ATTACHED TO COACH FRAMING @12" O.C. W/ (1) #8 x 3-1/2" S.M.S. SECTION 5 SHOWN: ALUMINUM 'C' CLIP FASCIA E.P.S. FOAM INSULAI WITH CLIPS @ 4'-0" O.C. FIBERGLASS INSULA EXISTING TRUSS O DETAIL 1C - CONNECTION AT OVERHANG DETAIL \ SCALE: 3"=l' -O" #8 x 4" S.M.S. @ 48" O.C. 1/4"0 FERRULE STANDARD HOUSE GUTTER \ (OPTIONAL) 0.040" EXTRUDED OR ROLL -FORMED FASCIA EXTRUSION AND ANGLE AS ALTERNATE ANCHOR DETAIL.. 1 D - CONNECTION AT C SCALE: 3"=l' -O" OR #8 x 9/16" TEK SCREWS @ 16" O.C. EACH SIDE CAULK ALL EXPOSED SCREW HEADS (1) # 8 x (T+ 1-1 /2") @ 8" O.C. #8 x 1-1/2" S.M.S. @ 6" O.C. HOST STRUCTURE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214568, SOUTH DAYTONA FL 32121 TELEPHONE (386) 767-4774 FAX (366) 757-6556 I PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 5-3 STRUCTURES WITH WOOD FRAME WALLS SECTION 4 81 ALUMINUM S I #8 x 9/16" TEK SCREWS @ PAN IBS EACH SIDE (3) #8 ( 1/2" S.M.S. @ EACH PAN #8 x 1-1/2" S.M.S. INTO TRUSS OR RAFTER RIDGE CAP I 0.040" EXTRUDED LUMINUM RIDGE BEAM OR (2)0.040" ROLL -FORMED'' B S CAULK ALL EXPOSE SCREW HEADS 2" E.P.S. FOAM EXISTING TRUSS OR FTER DETAIL 2C - CONNECTION AT RIDGE DETAIL SCALE: _3" = 1'-0" #8 x (t'+ 1-1/2") S.M.S. 3/4" 0.02 UMINUM RIDGE CAP NEOPRENE BACKED WAS SPACED @ 8" O.C. AND @ RIDGE BEAM (OPTIONAL) EACH TRUSS OR RAFTER COMPOSITE PANEL #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW e HEADS N EXISTING TRUSS OR RAFTER DETAIL 2D - CONNECTION AT RIDGE DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214398, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 7678958 C) COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 5-5 SECTION 5 I ROOF OVER SYSTEMS PAGE 5-20 w 12" 12" x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL SCALE: 3"= 1'-0" Table 5.2.1 Allowable Spans for Pans for Roof Overs Metals USA, Building Products Southeast, Inc. Manufacturer's Proprietary Sections: Aluminum Alloy 6105 H-28 1-114" x 12" x 0.024" 2 or 5 Rib Riser Panels Wind Region Maximum Allowable Span 1 a 2 3 4 Max Span Span Span Cantilever 100 M.P.H. 5'-9' T-2" T-3" 1'-10' 110 M.P.H. 5'-5' 6'-8' 6'-10' 1'-9"'-8' 120 M.P.H. T-2" 6'-4" 6'-6" 1 123 M.P.H. 5'-0' 6'-3" 6'-4' 1'-8" 130 M.P.H. 4'-10" 5'-11' 6'-1" 1'-7' 140 M.P.H. 4'-6" 5'-6' 5'-8" 1'-6" 150 M.P. 12'-6" 12'-9" T-4' 1'-5' 3" x 12" x 0.024" 2 or 5 Rib Riser Panels Wind Region Region 1 8 2 Span Allowable 3 Span Span 4 Span Max Cantilever 2'-1" 13'-8" IT -5" 17'-9" 4'-0' 110 M.P. '-9' V-9' 16'-0- T-11" 170 M P.H. 11'-9" 15'-1' 15'-5" 3'-9" 123 M.P.H. 11'-7' 14'-10" 15'-1' T-8- 130 M.P.H. 11'-2" 14'-3" 14'-7' T-7- 140 M.P.H. 10'-1- 12'-6" 12'-9" T-4' 150 M.P.H. 10'-1" 12'-6' 12'-9' T-3" Note: Spans may be Interpolated. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7874774 FAX (386) 767.8556 ® COPYRIGHT 2003 1-114" x 12" x 0.030" 2 or 5 Rib Riser Panels Wind Region Maximum Allowable Span 1&2 3 4 Max Span Span Span Cantilever 100 M.P.H. 6'-5" 8'-1' 8'-3' 2'-1" 110 M.P.H. 6'-0" 7"-5' T-7- 1'-11' 120 M.P.H. 5'-8" 7'-0" T-2' 1'-10" 123 M.P.H. 5'-7' 6'-11" T-0' 1'-10" 130 M.P.H. 5'-4' 6'-7- 6'-9" 1'-9" 140 M.P.H. 4'-11' 6'-2" 6'-3' 1'48" 150 M.P.H. 4'-10" 6'-0" 6'-2" 1'-7"71 3" x 12" x 0.030" 2 or 5 Rib Riser Panels Wind Region Maximum Allowable Span 1&2 3 4 Max Span Span Span Cantilever 100 M.P.H. 14'-10- 14'-5" 14'-1" 4'-0- 110 M.P.H. 13'-9" 13'-5" 13'-2' 4'-0" 120 M.P.H. 13'-2" 12'-8" 12'-6' 4'-0- 123 M.P.H. 12'-11' 12'-6" 1 16'-8' T-11" 130 M.P.H. 12'-0' 11'-9' 15'-11" T-10" 140 M.P.H. 10'-11" 10'-11" 13'-0' 3'-8' 150 M.P.H. 10'-11' 10'-8' 13'-0" T-6. EMETRLS USRTM Building Products southeast, Inc. 1107 NORTH THOMAS RD., LEESBURG, FL 34748 TEL: (352) 787-7766 FAX: (352) 787-4517 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.