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HomeMy WebLinkAbout205 Terry LnPermit # : n V"sl ' 0 Job Address: a 5 j -e- r t' v� L, Description of Work: A/1 d/% SCrzF*;:h Historic District: CITY OF SANFORD PERMIT APPLICATION n ti Zoning: Date: Utilities: RECEIVED AUG 2 2 2009 vn 6rr OeV7, (f6NcAAPfF-pp L/F'T-ou-r Vl"yl- iji Value of Work: S O � 3 5 Phone &Faz: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address Contact Person: Phone: Fax: 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 and zoning. 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 add' on to/he requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of 6W6"4y�an there ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. is verification th4t 1 will Si ,reof Owner/�ntV —t/� W, Al = Print Ow Agcnt's Name/ / of Notary -State of F the owner of the property of the requirements of rid Lien Law, F l3 Date Signature of.Conttactor/Agent Date Print Con for/Agent's NIP. Date Signa[ a of Notary -State of FloriDate Owner,'Agent is Personally KnoIr to Me or �t'roduced L� APF,,1('ATION APPROVED BY: Bldg:cr— Zoning: (Initial Date) Contractor/Agent is Personally Known to Me or Produced ID _ (initial S: Date) (Initial &Date) Spccisl tiL� FD: (Initial &Date) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) 2 Parcel #: 21-.19 ` � S� � " OF0 0- 0 Q 7 (Attach Proof of O ership & Legal Description) —3 Owners Name & Address: N nm Pen rq - 2 o S / er-r,y �� e - ����.p-�� Phone: Contractor Name & Address: r l L' 111, A !ter z --j �O 5 �Yle'InJ �� R4, / State License Number: -5e C �07"..2�-G�y9 ?/C/s D'SO�T1N Phone &Faz: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address Contact Person: Phone: Fax: 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 and zoning. 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 add' on to/he requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of 6W6"4y�an there ay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. is verification th4t 1 will Si ,reof Owner/�ntV —t/� W, Al = Print Ow Agcnt's Name/ / of Notary -State of F the owner of the property of the requirements of rid Lien Law, F l3 Date Signature of.Conttactor/Agent Date Print Con for/Agent's NIP. Date Signa[ a of Notary -State of FloriDate Owner,'Agent is Personally KnoIr to Me or �t'roduced L� APF,,1('ATION APPROVED BY: Bldg:cr— Zoning: (Initial Date) Contractor/Agent is Personally Known to Me or Produced ID _ (initial S: Date) (Initial &Date) Spccisl tiL� FD: (Initial &Date) Richard fl Zapf 2867 Stonewall Place) �t ) i'7 Sanford, F132773 Permit No. STATE OF FLORIDA COUNTY OF: SEMINOLE- IARYMW =., CURK W CIRWIT U"T SENINt IE Mm BK 05909 t=ofu 11372 RE90RDED @* W@005 t t z 3W1 AN W-Wiii 1W FSEs 10.00 RECilNDt D BY % holden Tax Folio No. 31-19-31-621-0 F00-0070 NOTICE OF COMMENCEMENT THE UNDERSK3NED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of property: (legal description ofproperty, and s(rcot address ifnvallable) ,e1, L o + -7 6(1<F sh`,�,5 bri ac --k5 .Seo. 1 ob i(o 2. General Cd�c ptio`n of improvement- 3. Owner information: a. Name and address - b. Interest in property - c. Name and address of fee simple 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall P1aceltt i17 Sanford. FI 32773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond $ 6. Lender: (name and address) it JAN HENRY 206 TERRY LANE SANFORD, FI 32771 other than owner): onnfc ;D copy pEPu� G8.6� J 7. Persons within the State of Florida designated by Owner upon whom notices or other 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 copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year different date is succiried) / Sworn to and subscribed before me This .2-2 14 day of / i` / :2 v05 Votary's Name 4otary's Commission iExpiries: 7-/'/-,-)g -,-)g UM M K. GENTRY %nded VVIb MWI)M-42541 Florida Notary Assn., Inc .............6 the date of recording unless it ` ignature of O Owner's Name Addressl�05 l eff-nl Hye- Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CrA, ASA PROPERTY xWi ' APPRAISER SEMINOLE COUNTY FL. 1101E. nRST ST 5ANFORD. FL 32771-1468 407-665-7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 31-19-31-521-01700- Number of Buildings: 1 Parcel Id: 0070 Tax District: S1-SANFORD Depreciated Bldg Value: $56,552 HENRY JAN C & 00- Depreciated EXFT Value: $0 Owner: Exemptions: JOYCE A HOMESTEAD Land Value (Market): $11,000 Address: 205 TERRY LN Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $67,552 Property Address: 205 TERRY LN SANFORD 32771 Assessed Value (SOH): $47,832 Subdivision Name: WASHINGTON OAKS SEC 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $22,832 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Tax Value(without SOH): $759 WARRANTY DEED 11/1985 01690 0332 $30,000 Improved 2004 Tax Bill Amount: $439 WARRANTY DEED 11/1980 01304 0910 $25,000 Improved Save Our Homes (SOH) Savings: $320 WARRANTY DEED 01/1975 01061 1850 $100 Improved 2004 Taxable Value: $21,439 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 7 BLK F WASHINGTON OAKS SEC 1 PB 16 PG 8 LOT 0 0 1.000 11,000.00 $11,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1972 5 896 1,208 896 CB/STUCCO $56,552 $66,337 FAMILY FINISH Appendage I Sgft OPEN PORCH FINISHED / 24 Appendage 1 Sqft ENCLOSED PORCH FINISHED / 288 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl. org/pls/web/re__web. seminole_county_title?parcel=3119315210F000070... 5/19/2005 U.t R . RAI C.1 F. n I,KGAb DESCRIPTION' LOT 7, i4t.(1vK "p"', WASHINGTON OAKS, SECTION ONE, ACCORDING TO THE PLAT THF;RMOV, AS KK(:(lk(DyD IN 'PLAT BOOK 16, PAGE 8, PUBLIC RECORDS OF SEMTNUJ,E COUNTY, VI.0K11)A- THE ABOVE REFERENCED PROPERTY IS LOCATED IN 'LONF "C", AREA OF MINIMAL FLOODING AS PER 1:.I.R.M. COMMUNITY PANFL N11Mt" 1./(094 UUIU B, CITY OF SANFORD, SEMINOLE COUNTY, F'l,()k 1 DA . MAP I)Aui) tip:P'1'0.MliKR 17, 1 98U . 'LANE REVIEWED ). TERRY LANE CLk'f'IE'1)✓U 'I'U: CKN'I'kAt, FLURJI)f. 'Cl'PLF: REAL ZSTATIk FINANCING, INC. JAN C. HENRY & JOYCE A. HENRY ;!U) Tb:RRY 1,ANE LR. .IRON RAD LP. - IRON PM CN. - CONCRETE MOMUumT ENO. - FOliiC' OCNC C[►JCREIE ODir. COVE 11iA 1 DTT. - ENiltANCi S. r. - SUCrN uT EASEMCNT 0.L - ORAWAOE EA9EUF?IT cwT. - EA,SD imr P.0 PONT OF C. IURE P.T. POWT OF TANff�ICY PAfl PONT CF t1E0fIM0 ➢.0.G PORT OF Car0,1 P.O.L. - PONT ON LK ► ■PLAT V . IIEAttJRiD K L - ifNG 711 T ■ TANGLNT CMO. CNORO !lfiG - BEAIWC N NAI. 10190 ET10L - EMCLO"E SAM. SANTARY MAN LWK Fp►C( COR. - CORNMJ BIDS. - BLOCS( TYP. ■ TYFICAL A C AMl CD.JOTIKAER GOfb+G7 - FOU"O C WT _c- M - TIEST IP. GP. (0) 6S;s1At1,£NT can Rm PfM1T, (1 �_FQ= PROPFRTY_CONMCR ) SC'T PFOPriATY _ — C. R W _ ZT.12Tr7 T7 -� NOTE" (1}. 9EAMNCS ARE eASEO ON RF..CORv PLAT. (2� THE WR1CY SHOW: HWON WAS ST,JMA_e D sY T►[ LECAL 0(50",7104 MOv%= S1Y W MANT (3). ROOT' OVEIMtAMOS ANO rOOTER4 MAK NOT EDEN LOCATED. (4). NO WPR0%CAXT7 CA UNDERVOLMD L't1U71t;3 HAVE KrN LOLAI D EXCEPT AS 5rlrr C WArAOUT ENB0SSM SEAL (5� RMS WRWT KNOT VALM FCA A91 VIAL ESTATE. TIVSNSA4r*4S 90 OAYS LfYC11+0 1tiC YWZAS {S) i1M5 $URvEY !S MOT VALID SURr£Y OATE SHOWN, (7), THD SIM" HAS N07 ABSTRACTED THE LACUS NfREOP4 1_0K EASfMCMT3 OR RIGTITS-Lf7-WAy Or RYCORO. (Tf,. rAT LAY 9E .nLYJ Xt L% R.'3TV1CT,OkS T"Ar ARE NOT RECORMO ON TWT. PLAT THAT MAY OE FOUND IN THE PMJC RECOM of TIMS ('fAJ.YTI [ecer csATIrY TMA; t►s11 t1RvcY .[Ers a EXCEEDS t?/L AWFDR: JAN C. HENRY A JOYCE: A. HENRY MUM TECWCAL STANDARDS 1M fY T11C FLOWA - M OF LAID To SECnCN 2W -d. wA AowwRATTK TO SEC7ION Pwom 1>r. .073, FT,CNIUA � / CHARLES ROB DEFOOR & ASSCCIATF INC. / 1 bi io.lL t. APOVKA FLA. ST/0J � (-') CC -0-o" -.._ FND. 1/2- 68,00'(M) IR !3382 123.DOI(P) N89'49'00'W 68.00'(P) 1/2' IR 160.47'(P) t... ] 23.80'(M)-j7T ._.- FND. 160.70'(Al) FND. CONCm 7 O 4 v.t �a1yF x : • COY. 14.1' x x � 327' X—X OF FICE k 1 STORY N SNGLE FAALY RMXNCE "' r �� ,0.73' 0. 445,7 ix $ BLOCK "F" 7 x 1 rJ !x 6 ! x I 1 A/C C3 8 p G � 1 'f�. Ix � W x 11 w % 5'"FND.FNE). METAL a zla0'TX--X—XX D. /2` tRx �° 4' CLF. +/ 28.15'(P) � 3.8' +� ��� y l.i h4b. FND. 1/2' 4 IR 13382 CLk'f'IE'1)✓U 'I'U: CKN'I'kAt, FLURJI)f. 'Cl'PLF: REAL ZSTATIk FINANCING, INC. JAN C. HENRY & JOYCE A. HENRY ;!U) Tb:RRY 1,ANE LR. .IRON RAD LP. - IRON PM CN. - CONCRETE MOMUumT ENO. - FOliiC' OCNC C[►JCREIE ODir. COVE 11iA 1 DTT. - ENiltANCi S. r. - SUCrN uT EASEMCNT 0.L - ORAWAOE EA9EUF?IT cwT. - EA,SD imr P.0 PONT OF C. IURE P.T. POWT OF TANff�ICY PAfl PONT CF t1E0fIM0 ➢.0.G PORT OF Car0,1 P.O.L. - PONT ON LK ► ■PLAT V . IIEAttJRiD K L - ifNG 711 T ■ TANGLNT CMO. CNORO !lfiG - BEAIWC N NAI. 10190 ET10L - EMCLO"E SAM. SANTARY MAN LWK Fp►C( COR. - CORNMJ BIDS. - BLOCS( TYP. ■ TYFICAL A C AMl CD.JOTIKAER GOfb+G7 - FOU"O C WT _c- M - TIEST IP. GP. (0) 6S;s1At1,£NT can Rm PfM1T, (1 �_FQ= PROPFRTY_CONMCR ) SC'T PFOPriATY _ — C. R W _ ZT.12Tr7 T7 -� NOTE" (1}. 9EAMNCS ARE eASEO ON RF..CORv PLAT. (2� THE WR1CY SHOW: HWON WAS ST,JMA_e D sY T►[ LECAL 0(50",7104 MOv%= S1Y W MANT (3). ROOT' OVEIMtAMOS ANO rOOTER4 MAK NOT EDEN LOCATED. (4). NO WPR0%CAXT7 CA UNDERVOLMD L't1U71t;3 HAVE KrN LOLAI D EXCEPT AS 5rlrr C WArAOUT ENB0SSM SEAL (5� RMS WRWT KNOT VALM FCA A91 VIAL ESTATE. TIVSNSA4r*4S 90 OAYS LfYC11+0 1tiC YWZAS {S) i1M5 $URvEY !S MOT VALID SURr£Y OATE SHOWN, (7), THD SIM" HAS N07 ABSTRACTED THE LACUS NfREOP4 1_0K EASfMCMT3 OR RIGTITS-Lf7-WAy Or RYCORO. (Tf,. rAT LAY 9E .nLYJ Xt L% R.'3TV1CT,OkS T"Ar ARE NOT RECORMO ON TWT. PLAT THAT MAY OE FOUND IN THE PMJC RECOM of TIMS ('fAJ.YTI [ecer csATIrY TMA; t►s11 t1RvcY .[Ers a EXCEEDS t?/L AWFDR: JAN C. HENRY A JOYCE: A. HENRY MUM TECWCAL STANDARDS 1M fY T11C FLOWA - M OF LAID To SECnCN 2W -d. wA AowwRATTK TO SEC7ION Pwom 1>r. .073, FT,CNIUA � / CHARLES ROB DEFOOR & ASSCCIATF INC. / 1 bi io.lL t. APOVKA FLA. ST/0J � (-') CC -0-o" -.._ L '.ARy`Y 0i'i' �i • � t... 7/1 ._.- I I i 3Pb" v60tL H N ri �z r1 I I i 3Pb" j1 L W 04y,� 1yIS Ao I jU Ij % v60tL H N �z j1 L W 04y,� 1yIS Ao I jU Ij % INTERIOR BEAM (SEE TABLES 3A.1.3) 1 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROQF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM _ PER SECTION 7 HOST STRUCTURE OR RIDGE BEAM (SEE TABLES 3A.1.4) •� Y m FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 C1vR � • OP1RIIT,CONStJLTM/T P.O. SOX 214iiL OA_YTONA. R 12121 IVAX OM 7174= e nT"ovr T!@ wFtnTBM PLP I OF SECTION 3A H' HEIGHT (h) 1 X21. MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2 PLATE TO BOTTOM OF WALL BEAM) SCREEN, ACRYLIC & VINYL ROOMS 'LW' FOR / MAX. / / UPRIGHT EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' LOAD WIDTH FOR ROOF BEAM 'P/2' P/2' SIZE BEAM AND UPRIGHTS 1 - (SEE TABLES) 0. H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) Z F-- ~ C) U X P = PROJECTION FROM BLDG. LW = LOAD WIDTH +t ----'P' VARIES —F NOTES: 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND. VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: F' 100 -123 E1310(31. 14u 1SO 412 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-0" Lawrence E. Soni FL # 16644 CIVI ENGWEEN :r !A_TAN7 P.O. BOX VA311 vice 3A-2 ,a: ::.. •inti :': P.1V j w(THCUT TNF 'NRIT'TEM P£rtA.16SStON OF'JC'NWENCE E. BENkETf, P.E. JVRttN, AURYLIL: & VINYL ROOMS COMPOSITE ROOF PANELS: (4)114' x 4' LAG BOLTS W/ 1-1/4' FENDER WASHERS PER 4'-0' PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2'x2"OR2'x3'HOLLOW SEC RISER P ELS ATTACHED I C P 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112' S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2'x 2" HOLLOW RAIL 2"x2",2'X3"OR3"X2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM Wl MIN. (3) #1.0 x 1-112" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0' 1' x 2' OPEN BACK BOTTOM RAIL 114" x 2-1/4' MASONRY ANCHOR Q 6' FROM EACH POST AND 24' O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16844 c,vx, SNOMM - 0dM0P%Wff C0h*ArAW P.O. wx 214M SOUTW QAYTOkk A. W21 Tom; MM W -M4 arc ON m �AO< i 3A-7 i MOT DQ M IIVROOUC[0 a wg0�1C oA a POAV *TnQUY TON[ rvwTr ¢st P OM t 2. sommm. 0.9. v SECTION SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF APICHORING DETAILS XISTING TRUSS OR RAFTER _a" #8 x 1/2° S.M.S. SPACED @ 8° O.C. BOTH SIDES CAULK �10 x 1-1/2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS WOOD SCREW (2) PER RAFTER OR TRUSS TAIL • " ::.... .Z::•:.:.... #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. 2 '' Q'trr........ o-- ROOF PANEL � ROOF PANEL TO FASCIA DETAIL EXISTING FASCIA =.XISTING HOST STRUCTURE SCALE: 3" = l'-0" ,'00D FRAME, MASONRY OR OTHER CONSTRUCTION #8x '1/2° S.M.S. SPACED FOR MASONRY USE @ 8' O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS 1/4"x 1-1/4" MASONRY • -HOR OR EQUAL @ 24" O.C. FOR l ................... WOOD USE #10 x 1-1/2' Z. .M.S. OR WOOD SCREWS @ ...... 12" O.C. `j ROOF PANEL C,R"OOF PANEL TO WALL DETAIL SCALE: 3' = V-0" 'DOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE JSSIBLE ONLY, 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS TALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" 'ASHERS OR SHALL BE WASHER HEADED SCREWS. =ADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH T. THE WALL THICKNESS -TALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS '-TALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL ONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC 'CTION 1608 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. VCHORS BASED ON 120 MPH WINO VELOCITY. FOR HIGHER WIND TONES USE THE FOLLOWING ONVERSION: 100 -1231 130 i i40 150 #10 1 #12 #12 i Lawrence E. Bennett'fl. FL # 16644 � - moon 0311RA r Mr P.m 86X 214M mum OUT** NX"21 TMAPeofr M Warr. PAX MM TV490 7-4 ® NOT tp ON4SWAXW40 W vv"Md 00 iH •&ar wirtw)ia * I I Ll SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHER , #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION i PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0 FOR' OOFS: (3) ESA ,#` 1/2" LONG S.M.S. PE- 12" PANEL W/ 3!4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = 1'4" A �.. Lawrence E. Bennett, P.E. FL # 16644 �. r 1 CIVIL ENGINEER -DEVELOPMENT CONSULTANT i P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 -- -- I PAGE © COPYRIGHT :`p1}t tNOT 1'0 BE REPRODUCED IP: V`HCLE Cil: IN pA.f?T'Ntl`:OUT r yE INRIT-TEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7 21 SECTION 7- SOLID ROOF= PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufactu�Propriet ry Products: Aluminum Ailoy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density x 48" x 0.0y. P len Foam Core E.R- p1 Density — — -Open Structures Screen Rooms Glass &Modular Rooms Overhagg I C Wind Region Mono -Sloped Roof 1&2 3 4 span span span rs 1&2 3 4 span span span Enclosed 182 3 4 span span span Cantile* All Roofs 1.00-M q1'-4" 1 23'-10" 1 23'-0" -2 22'-9" 21'-11" 15'-l" 17'-9" 16'-3" 4'-0" 110 MPH 10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" PH' 110 MPH -9" 21'-11" 27'-0" 1 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0123 MPH10" 120 MPH 23'-10" 21'-1" 15' 11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2' 4'-0"130 MPH' 123 MPH %123'-',0" -2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-0" 4'-0"140 MPH' 130 MPH -9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3"'-9" 4'-0" 140 MPH 14'-S" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10' 8" 10'-4" T-11' 3" x 48" x 0.030" Panels Foam Core E.P.S. #U Density Wind Open Structures Mono -Sloped Roof - Screen Rooms. & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 1 span 4 span 1&2 span 3 span 4 span 182 span 3 span 4 span All Roofs 100 MPH 1 24'-11" 1 27'-11 27'-0" 23'-10" ' 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0- 110 MPH 1 24'-11" 1 27'-11" J 27'-0" 1 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" 123 MPH 22'-11' 25'-7" 24'-9" 19'-10" 22'-2' 21'-5" 14'-4" 16'-0" 151-6" 4'-0' 130 MPH 21'-2" 23'-7" 22'-10" 13'-8" 20'-10" 20'-2" 13'-7" 15-2" 14'-8" 4'-0" 140 MPH 14'-S" 16'-2" 15' 7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5' 6`-2" ? 5'-7" 14'-5" 1767-77'_F1 —5," 11'-2" 13'-2" 12'-9" 4'-0" 4"x 48" x 0 024" PnnDlc Fnnm Cnry F N S S1 fiensity Wind Open Structures Mono -Sloped Roof Screen Roems & Attached Covers Glass & Modular Rooms Enclosed Overhang 1 Cantilever Region 1&2 S 3 ;pan 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Rocfs 100 MPH 23' 26'-2" 25'-3" 22' 2�i'-i 24'-1 17'-5" 19'-5" 18'-10- 4' C' 110 MPH 23'-5- 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-l" 18'-0" 17'-5" 4'-0" 120 MPH I 22'-3" 24'-11" 24'-1" tg 1" 21'-4" 20'.7" 13'-9" 15'-4" 14' 10" l X-0- 123 MPHI 21'-5" 23'-11" 23'-2" 1d'-0" 20'-9" 20'-0" 13'-5" 1-'-11" 4'-0' 140 MPH 130 MPH 19'-9" 22'-1" 21'-4" 1T-5" 19'-6" 18'-10" 12'-8- 14'•2" 13 8" 4'-0' 140 MPH 13'-0" 1 15'-1" 14'-7" 13'-6" 15--1" 14'-7" 11'-3' 13'-3" 12'-9" 4'-0' 150 MPH 13'6" 15'_1' 14'-7" 13'-6 1`( 1" 14'7" 10'-5" 12'-4" 11'4' 4" x 48" x 0 010" Pinelc Fnam Cnre F P S 41 Density Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 I span span span Overhang l Cantilever All Roofs 100 MPH 26'-11" 30'-'." 29'-1' 25'-8' 28'-9' 27'-9' 20'-!" 22'-5" 21'-8" 4'4)' 110 MPH 26'-11' 30'-1' 29'-1' 23'-8' 26-5" 25-0" 18'-7" 20'-9" 20'-1" X-0- 120 MPH 25'-8" 1 28'-9' 1 27-9' 21'-i t" 24'-7" 23'-9" t5'-10" 19'-1" 18'-5" 4'-0' 123 MPH 24'-8' 27'7 26'-8" 21'4' 23'-11' 23'-1" 15'-5' 18'-0" 117' 11' l X-0- 130 MPH 22'-9" 2�'-5" 24'-7' 20'-1' 22'-5' 21'-8" 14'-7' 17'-5" 15'-9" 4'-0' 140 MPH 15-7' 1T-5" 16'-10' 15'-7' 17'-5" t6'-10" 13'-8" 15-21" 14'-9' 4'-0" 150 MPH 15'-7' 17'-5" 16'-10' 15'-7" 17'-5" 16'-10' 12'-8' 14'-2" 13'-9' 4'-0' 51 Note: l otal roof panel width = mom vnatri - waii wlatn * ovemang ®0311 TM Lawrence E. Bennett, P.E. FL # 16644 ®& CIVII. ENGINEER .OEvELCPVENrCONSULrANr - Elite. Aluminum Corporation P o eox 214388. SOUTH DAYTONA. FL 32121 "1 1801 N.W. 84th Street TELEPHONE (3118) '57-4—-4 I v.rv+Prw cu F,x ,Z„e: ,6,8sx f Ft. Lauderdale, FL 33309 ��_ Tel: _(954) 491-3700 Fax: (954) 491-1433 SAO! FOCC y Y D I G,r T .?L34 ' : 3E ��- :CCUCEC 'N nH�i __ to ,�l ria i .v *r.G.ur 'Hc NRit7EN �ERMISSICN OF LAWn� CE E. L cNNETT. P.H. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #JSF (36 #/SF for Max. Cantilever) Aluminum Allov BOBS T_A 2 z z 0. Load Width (ft.) 8 Max. S an(bendlndeflection' 1 3 2 S 3 S Span Pan[6'-2* d6'-7' d 5'-0' d d d'-11' d Max. 4 Span Cantilever 6'-9' d 1'-1' d 6'-4'1'-0' d 5'-11' b 0'-11 d 2" x 2" x 0.055" Load Max. Spar. 'L' I bendln Width (ft.) P pan 1 a 2 S an 3 S 5 5'-8' d 6'-11' d 6 5'-4' d 6'-7' d 7 5'-1" d 6'-3' d W or deflection' 4 Span w1ax. Cantilever. T-1' d 1'-2' d 6'-8' d 1'-1' d 6'-4' d 1'-0' d 9 d 5'-7' b 0'-11' d 8 4'-10' d 5'-11" d 6'-1" b 0'-11' d 4'•5' d S'-5' d5'-3' b 0'-10' d 9 4'-8' d 5'-9' d 5'-9' b 0'-11' d 4 d 5'.2- b 4'-11' b 0'-10' d 10 4'-6" d 5'-6' d 5'-5' b 0'-11' d 11 4'-1' d 4'-11' b 4'-9' b 0'-10' d 11 4'-4' d 5'-4' d. 5'-2' b 0'-10' d 12 '-11' 3 1'x2"x_004,,;__ d 4'$' b 4'-T' b 0'-10' d 12 4'-3' d 5'-2' b 4'-11" b 0'-10' d Load Width (ft.) Max. Span(bendin'b' or deflection 'd 3"x2"x0.070" 'L' Load Max. Span I bendin 'b' or deflection' 1 a 2 S pan 3 span 4 Span Max. Cantilever Width n. ( 1 b 2 Span 3 Span 4 Span 5 6-0' d 7'-5' d 7'-7' d 1'-2' d 5 6'-9' d 8'-5'. d 8'-7' d Canti ever V-4' d 6 5'-8' d T-0" d T-2' d 1'-2' d 6 6'-5' d T-11' d 8'-0' d 1'-3' d 7 5'-5' d 6'-8'd 6'-10' d 1'-1' d 7 6'-1' d T-0' d 7'-8' d 1'-3' d 8 5-2' d 6'-d' d 6'-6' d 1'-0' d 8 5'-10' d T-2' d 7'-4' d 1'-2' d 9 4'-11' d 6'-2' d 6'-3' d 0'-11' d 9 5'-7' d 6'-11" d T-0' d 1'-1' d 90 4'-9' d 5'-11' d 5'-11' b 0'-11' d 10 5'-5' d 6'$' d 6'-9' d 1'-1' d 11 4'-8' d 5'-9' d 5'-8' b 0'-11' d 11 5'-3' d 6-5' d 6'-7- d 1'-0' d 12 4'-0• 2' x 3' x 0.045" d 5'-7' d 5` 5' b 0'-11' d 12 5'-1' d 1 6'-3' d 6' 5' d7 1'-0- d 2" x 4" x 0.050" Load Max. Span V/ (bendin9 'b' or deflection 'd') Load Max. Span 'L' / (bending "W or deflection' Width (ft.) cn 1 3 2 Span 3 Span 4 Span Max. Width (ft.) t b 2 Span Max Cantilever 3 Span 4 Span Cantilever 5 T$' d 9'•3' d 9'-5' d 1'-0' d 5 9'-0' d 11'-11' d 12'-2' b 1'-11" d 6 T-0' d 8'-8' d 8'$' b 1'-5' d 6 9'-1' d 11'-3' d 11'-1' b 1'-10' d 7 6'-8' d 8'-3' d 8'-1' b 1'-4' d 7 8'-8' d 10'-8' b 10'-3' b 1'-9" d a 6'-5' d T -g" b T-6' b 1'-3' d 8 8'-3' d T-11' b 9'-7' b 1'-8' d 9 6'-2' d T-4' b T-1' b i'-3' d 9 7'-11' d T-5' b 9'-1' b 1'•7' d 10 5'-11' d 6'-11' b 6'-9' b 1'-2' d 10 7'-8'td8'-6" 11' b 8'-7' b V-6" d 6'-8' b 6'-5' b 1'-T d 11 7'-5' b 8'-2' b V-6* d 12 5' -Td 6' 4' b 6'-2" b 1'-1' d 12 T-3'-1' b 7'-10' b 1'•5' d 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, F.E. FL # 16644 aK t '"M - DeMOPMExT C.ONSULT,wT P.O. aOx 21430. SOU -M QAYTONA� FL 32121 Q: (See) 1><r-4774 P+uL• (7ee1 Tel_,W" All 1 � �� � .. Q O�r.tid►,^T 7l�3 .r 3d►-, ft1+7l00W--VO 04 MMOU 011104 PUTT WM40llT THC wRn-Mm PVtmMSioN O/ LAV#MKH 11- 0004'". P.Q. e� SECTION 3A SCREEN, ACRYLIC &' VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 C-, 'I na —;-A .. # •.♦ 44x1 \ADV lnc;mn lnnri of 11 #JSF Sections 3'-0" 3'-6" Tri 4'-0" Q Allo pad Width 'W' = Purlin Spacing 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 1 ht 'H' 1 bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x O.Mia Hollow 9'-5" b 8'-9" b 1 8'-2" k I 7'-8" 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5-11" b 55" Hollow 10'-3" b 1 9'-6" b J 8'-11" tf b 1 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'4" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b T-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b T-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 1 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16-8" b 16-0" b 15-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'13" b 1T-4" b 12'-5" b 11'-9" b 11'-2' b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1 17'-7" b I 16'-3" b 1 15-3" b 14'-4" b 13'-7" b 1 12'-11" b 1 12'-5" b 11'-11" b 11'-6" b 1 11'-1" b For 3 second wind gust at 120 MPH velocity; using design ioaa OT ij war Sections T -4i 3' 6" Tributary Load Width 'W' = Purlin Spacing 4'-0" T 4'-6" 1 5'-0" 1 5'-6" 1 6'4" 6'-6" 1 Allowable Height 'H'I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b . 8'-0" b T-6" b 7'-1" b 6-8" b 6'-5" b 1 6'-1" b 5'-11" b 5'-8" b 1 5'-6" b 2" x 2" x 0.055" Hollow 1 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6-11" b 1 6'-3" b 6'-5" b 6'-2" b J 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b J 7'-8" b 1 T-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'3" b - 10'-1" G 9'-7" bi 9'-2" bj 8'-3" bj 8'-5" bi 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11' b 11'-2" b 10'-0" b 9'-11" b 9'-b" b 9'-1" b T-9" b 8'-5" b46'-6" 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" G 12'-2" b 1 1'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 2" x 5" x 0.050" S.M.B. 21'-0" b 20'-1" b 18'-9" b 17'-9" b 16' 10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16-11 b 16'-3" b 15'-8" b 2" x 2" x 0.044" Snap 1014" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 2" x 3" x 0.045" Snap 13'-3' b 12'-3" b 11'-5' b 10'-9" b 10'-3" b 9'-9" b 9'-3" b 8'-11" b 8'-8" b 8'4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b. 12'-0" b 11'-11" b 11'-5" b 10'-11" b 10'4" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for totai beam spans. 2. Spans may be interpolated. 6� Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OEVELOPMENT CONSUL FANT P 0 BOX 214368. SOUTH DAYTONA. FL. 12!2! TELEPHONE: (356) 767-A774 FAX. (W) 7874556 PAGE ' C COPYRIGHT 200A :,A-24 I NOT TO BE R£PROOUCEO IN `�HO� C ? '.-; PART N!MCUT THE NRITTEN PERMISSICN OF LAS' RENCt E. BENNETT. ? E