Loading...
HomeMy WebLinkAbout109 Rockwood WayPermit #: O 3 1 Job Address: CITY OF SANFORD PERMIT APPLICATION Date: RECEIVED AUG 17 Zoos Description of Work: Historic District: Permit Type: Building Z— 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 Wa osets Plumbing Repair– Residential or Commercial Occupancy Type: ResidentialCommercial Industrial Total Square Footage: •• Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # • • (Attach Proof of Ownership & Legal Owners Name & Address: # ="-1,�4N%0 A t ,�q Ro[`hAmck Phone: Contractor Name & AddrFss: Sc r`es-% C �n _ . X r_i�llJ�C)c Phone & Bonding Address: Mortgage Lender: Addresa: Contact Person State License Number: fts omni Architect/Engineer; Phone: Address: Fax:. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issua(ice 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 addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verific Non that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. ?, /0 6 (.1 8 /7lU�o Signature of Owner/Agent ate Si ture of ont r/Age t ate Print Ow Agen 's Name Pri tractor/ is Na / Signature of Notary -State lorida kate ure of Nota - tate of Date �,► Notary Public State of Florida Robert Forte f Own /A Com n DD o e or Contractor/Agent Personally Kno a Rogem Produced ID CorrtrnlsNort DD780133 �- • Ind 20 ' 3 2 t7 S' l "46111– � �a � E*roa Fe u, 2007 APPLICATION APPROVED BY: lildg:Zoning: tiliiics 01 FD: 0nit I & Date) (Initial & Da ) (Initial & Date) (Initial & Date) Special Conditions: �sq-nd POWER OF ATTORNEY DATE: <I I � 10 I hereby name and appoint of Affordable Screen & Patio, Inc. to be my lawful Attorney -Fact to act for me and apply to the SacraBuilding Department for a permit for work to be performed at a location described as: Parcel ID # I%. Ick-%, -S1s-06M - (pan Lot -M Block Subdivision: (Owner of Property & and to sign my name and do all things necessary to this appointment and print name of Pied Contractor V v Signat& of Certified Contractor e foregoing instrument was acknowledged before me this "�''by w o is personally kno o me/who roduced N as identification and who id not take an oath. State of Florida County-Qf Seminole Notary Notary Name Printed Becky Ropers (Seal) My commission DDI $0133 a w Dpres February 14, 2007 Date:?/ /7/ O� Permit Number_ Parcel Identification NumberMj!a 1._sS 1!5. pnep - In Z Prepared by: ?m n • � �2 IP �i `if e �. �f I'o n52 - Return to: A M -d.A1 e P-0- t3a.q, 5a075� L-MC6LO00di F1. 33�-75a NOTICE OF COMMENCEMENT State of Floriaci County of MARYAM MURWq LURK OF CIRCUIT COURT SENIM V (X1tRfrY SK 063'14 NR 1552-1 Qpg) CLERK'S # 2006133530 RECORDED 08/17/2006 0205fi26 PN RECORDINS FEES 10.00 RECOW-D 8Y L McKinley CERT(,FIED. COPY MARY NE' MORSE CLERK 0 CIRCUIT COURT SENIIN , FLORtI>!! I� u cc -- The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descrition of property (le al*description h' `f the property, and street address if available) LaXAo, 1 OR Rwtw coa v�o. PB 6-11k �G' S '1 S EI le . ;brrA ,4.3 771 U 2. Gene 1 description of improvements Zu, � , M6 10'X 30' 6weer� W, oon u) 5i li �. alum Roo 3. Owner information Atrrn%nt o v IQ Os Name JpC{ Rocic.wo0d►Telephone NumberC4pi�3" W$A Address 5ckr►Arrj � . 3� ) Fax Number Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name 0 Telephone Number Address D a -m E!i Fax Number 5. ontractor raa)o`e )q/ Name '0:p, 'box 8tk() j 5,a Telephone Number qD`1- 2,3a 81 O CQ Address �- onbwo Oct I Vf ' 2-`15 a Fax Number y p'1 .332- - 0 a'7 q -6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) ' Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): He -iib WTO� Date Signed Signature of Owner Note: per §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." subscribed before me this _,J day of , 20 who is personally known to me OR ,X produced as identification. Form Revised: 12100 for 1S to 20 Signature of Notary b/ by seal to appear below) iW NjV Notary Public State of Florida Robert Forte My Commission D0511801 a a�� Expires 01619/2010 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=32193151500001020... 8/10/2006 ..3 2 10 -s9 � DAVID JOHNSON, CFA, ASA 5 88 PROPERTY a.. 9495969798 87 APPRAISER ',°° 8 ` 84, SEMINOLE COUNTY FL. 100105 1031 oz �1 a 1 9 L i I I83 ` I 1101 E.F1RsTsT 82 10 81 . SAKFORO, FL 3=1-146811 114 407-665-75 112111110 108107 12 115 TRA 13 116 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-515-0000-1020 Number of Buildings: 1 Owner: MATOS HERMINIO Depreciated Bldg Value: $135,749 Mailing Address: 109 ROCKWOOD WAY Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 109 ROCKWOOD WAY SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 1 Just/Market Value: $169,749 Tax District: S1-SANFORD Assessed Value (SOH): $169,749 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $144,749 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $479 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $479 WARRANTY DEED 08/2005 05881 0550 $265,000 Improved Yes Save Our Homes (SOH) Savings: $0 SPECIAL WARRANTY DEED 02/2005 05638 1357 $157,000 Improved Yes 2005 Taxable Value: $24,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick... Method Units Price Value LOT 102 CELERY LAKES PHASE 1 PB 62 LOT 0 0 1.000 34,000.00 $34,000 1 PGS 75 & 76 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 9 1,120 2,680 2,215 CB/STUCCO $135,749 $136,431 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 441 Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft UPPER STORY FINISHED / 1095 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you 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=32193151500001020... 8/10/2006 (R) RECORD UE UTILITY EA:iEMENT FIP FOUND IRON PIPE NEIGH NEIGHBORING PROPERTY X- X - X WIRE FENCE FS�iil CONCRLIL (M)C MEASURED OUE DRAINAGE k UTILITY EASEMENT FIR FOUND IRON ROD OUR SUBJECT PROPERTY EI-13-ElEI-13-ElWOOD FENCE Y A/AIR R/W RICHT-OF-WAY FN/D FOLIHD NAIL/DISK OHN OVERHEAD WIRES CONDITIONER FCM FOUND CONCRETE MONUMENT SIP SETIRON PIPE �� PRUPERIY CORNER SIR SET IRON R00 NOTES: 1) NOT VALID UNLESS COPIES CONFORM TD 4) ULARINGS WHERE SHOWN ARE PER 7) FENCE OWNERSHIP NOT DETERMINED 11) DRAWING DISTANCE BETWEEN WALLS MU/OR FLOOD INFORMATION: SIGNATURE AND DATE CERTIFICATION RECORD UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. FENCES AND PROPERTY LINES MAY BE FLOOD ZONE X 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 5) UNDERGROUND UOLITIES. FOUNDATIONS, 8) MEASUREMENTS TO WIRE FENCES ARE BE EXAGGERATED FOR C ARITY. 3) PROPERTIES SHOWN HEREON WERE NOT AND/OR OTHER IMPROVEMENTS. IF ANY, TO CENTER OF WIRE, COMMUNITY NO. 120294 ABSTRACTED FOR EASEMENTS OR OTHER WERE NOT LOCAIEU. 9) MEASUREMENTS TO WOOD FENCES ARE 12) FLOOD ZONE INFORMANON WAS DERIVED Ppf1EL X10. 0055 RECORDED ENCUMBRANCES NOT SHOWN TO OUTSIDE OF W000. FROM FEDERAL EMERGENCY WNAGEMENf 6) ELEVATIONS, IF SHOWN ARE BASED ON AGENCY FLOOD EMERM4TI011 RATE MAPS. SUFFlX E GN THE PROPERr, PLAT GF RECORD. NATIONAL GEODETIC VERTICAL DATUM 1929. 10) WALL MEASURES ARE TO/FROM FACE OF WAIL. DATE OF FIRM 4/17/95 ADDRESS: DATE OF SURVEY 7/13/05 109 ROCKWOOD WAY SURVEY 140. 29261 LEGALRDESCRPTlOND, FLORIDA 327J1 Y`%YY SIM�TE Ar CERTIFIED TO: LOT 102, CELERY LAKES PHASE 1, ACCORDING TO THE PLAT 0�• SIF ( /Lr. HTLE GUNIO MATOS, ASSIST TITLE, OVIA T THEREOF AS RECORDED IN PLAT BOOK 52, PAGES 75 THROUGH Cq TITLE GUARANI`( COMPANY. WACHOVIA 76, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA rF MORTGAGE CORPORATION. THIS 15 A DIGITALLY SIGNED AND SEALED SKETCH OFA PJD _ PROFESS'IONAL SURVEYOR BOUNDARY SURVEY PERFORMED UNDER THE DIRECTION ' OF THE UNDERSIGNED. 5 COPIES ARE AUTHORIZED ON OR - ABOUT THE DATE OF SURVEY SHOWN HEREON AND CE R T " IED ALE F IOSE PESOS AND -E - CLOSING SERVICES N OR ENTITIES LISTED HEREON ONLY TO NNNZPASSOGIATES ,THE BOUNDARY SURJEY MEE S THE MINIMUM TECHNICAL.BY: THE O UDS AS SEF FORTH BY T11E FLORIDA BOAR��i,ASSIST TITLE, LLC OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G7' 111 • FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTI T P,•'" 407-774-4117 472-027, FLORIDA STATUTES.�j0� L. BEALE SMITH IV. PS rrA°FIDLT�Y, 282 SHORT AVENUE, SURE 124 LONGWOOD, FLORIDA 32750 PROFESSIONAL SURVEYOR, FLORIDA REG. NO. 5238 PHONE: 407-331-5577 FAX: 407-331-9188 S LOT 98 N S 89"38'17" W /19.36'(R&M) o FIR 5/8" I FIR 5/8', N .I NO# NO# LOT 103 LOT 99 PLANS REVIEWED o , CITY OF SANFORD 0 0 CIO c�IQ. A/C CONC. OFFICE 4.98' 40.1 LOT 100 H•� N fyL O 2 STORY RESIDENCE L� � hD�� DO19.0, Cd ti LOT 101 6 N 21.1 0 4.94'h� —•; �.Y� 00 w` (A CON ""DRIVE' "DRIVE" FIR 5/8" o °. : FIR 5/8" 38.24'(R&M) O# .. ti NO a ° r , . r ~ •° "CQN� r._ . 1 8, NO# CONIC. o N 89038'17" E 117.81' (R&M) To G ROCKWOOD WAY _ 50' R/W (R) RECORD UE UTILITY EA:iEMENT FIP FOUND IRON PIPE NEIGH NEIGHBORING PROPERTY X- X - X WIRE FENCE FS�iil CONCRLIL (M)C MEASURED OUE DRAINAGE k UTILITY EASEMENT FIR FOUND IRON ROD OUR SUBJECT PROPERTY EI-13-ElEI-13-ElWOOD FENCE Y A/AIR R/W RICHT-OF-WAY FN/D FOLIHD NAIL/DISK OHN OVERHEAD WIRES CONDITIONER FCM FOUND CONCRETE MONUMENT SIP SETIRON PIPE �� PRUPERIY CORNER SIR SET IRON R00 NOTES: 1) NOT VALID UNLESS COPIES CONFORM TD 4) ULARINGS WHERE SHOWN ARE PER 7) FENCE OWNERSHIP NOT DETERMINED 11) DRAWING DISTANCE BETWEEN WALLS MU/OR FLOOD INFORMATION: SIGNATURE AND DATE CERTIFICATION RECORD UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. FENCES AND PROPERTY LINES MAY BE FLOOD ZONE X 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 5) UNDERGROUND UOLITIES. FOUNDATIONS, 8) MEASUREMENTS TO WIRE FENCES ARE BE EXAGGERATED FOR C ARITY. 3) PROPERTIES SHOWN HEREON WERE NOT AND/OR OTHER IMPROVEMENTS. IF ANY, TO CENTER OF WIRE, COMMUNITY NO. 120294 ABSTRACTED FOR EASEMENTS OR OTHER WERE NOT LOCAIEU. 9) MEASUREMENTS TO WOOD FENCES ARE 12) FLOOD ZONE INFORMANON WAS DERIVED Ppf1EL X10. 0055 RECORDED ENCUMBRANCES NOT SHOWN TO OUTSIDE OF W000. FROM FEDERAL EMERGENCY WNAGEMENf 6) ELEVATIONS, IF SHOWN ARE BASED ON AGENCY FLOOD EMERM4TI011 RATE MAPS. SUFFlX E GN THE PROPERr, PLAT GF RECORD. NATIONAL GEODETIC VERTICAL DATUM 1929. 10) WALL MEASURES ARE TO/FROM FACE OF WAIL. DATE OF FIRM 4/17/95 ADDRESS: DATE OF SURVEY 7/13/05 109 ROCKWOOD WAY SURVEY 140. 29261 LEGALRDESCRPTlOND, FLORIDA 327J1 Y`%YY SIM�TE Ar CERTIFIED TO: LOT 102, CELERY LAKES PHASE 1, ACCORDING TO THE PLAT 0�• SIF ( /Lr. HTLE GUNIO MATOS, ASSIST TITLE, OVIA T THEREOF AS RECORDED IN PLAT BOOK 52, PAGES 75 THROUGH Cq TITLE GUARANI`( COMPANY. WACHOVIA 76, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA rF MORTGAGE CORPORATION. THIS 15 A DIGITALLY SIGNED AND SEALED SKETCH OFA PJD _ PROFESS'IONAL SURVEYOR BOUNDARY SURVEY PERFORMED UNDER THE DIRECTION ' OF THE UNDERSIGNED. 5 COPIES ARE AUTHORIZED ON OR - ABOUT THE DATE OF SURVEY SHOWN HEREON AND CE R T " IED ALE F IOSE PESOS AND -E - CLOSING SERVICES N OR ENTITIES LISTED HEREON ONLY TO NNNZPASSOGIATES ,THE BOUNDARY SURJEY MEE S THE MINIMUM TECHNICAL.BY: THE O UDS AS SEF FORTH BY T11E FLORIDA BOAR��i,ASSIST TITLE, LLC OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G7' 111 • FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTI T P,•'" 407-774-4117 472-027, FLORIDA STATUTES.�j0� L. BEALE SMITH IV. PS rrA°FIDLT�Y, 282 SHORT AVENUE, SURE 124 LONGWOOD, FLORIDA 32750 PROFESSIONAL SURVEYOR, FLORIDA REG. NO. 5238 PHONE: 407-331-5577 FAX: 407-331-9188 A / v ..IxZ /3 z r N 1 N 6 7W7YG / v ..IxZ /3 z r SCREEN, ACRYLIC & VINYL. ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES. — HOST :::TRUCT.URE OR 3A.1.3) FOUR'r H WALL FRAME PANS OR PANELS- ALUMIt4UM ROOF SYSTEM H PER SECTION 7 CARRIE=R BEAM POST 0 ' TYPICAL SLOPED SOLID ROOF ENCLOSL SCALE: N.T.S. "s• .-_.. �rp9^1 a fRUCTURE OR ALUMINUM ROOF SYfE _ r .. ,�::..,-. �%-�- FOURTH WALL FRAME PER SECTION 7 " ''" -' USr BEAM TO WALL DE I AIL RIDGE BEAM (SEE T 3ALIE, ARF ROOF ENCLOSURE TYPICAL CABLE COED s . ce E. Bennetil P.E. FL # 16644 ML ENGINEER - DEVELOPMENT CONSULTANT P.O. 9OX 214366. S7UT196 7a T/.FL 32121 7ELEPHO� IM) 16T-6336 ===Lawr.e, FAX: ( )3A-1 ®COPTRIGMT2904 NOTTOBBREPRODUCED IN W1iOLE OR IN PARTWITHGVT THE WRITTEN PERMISSION F �gWRENCE E. 6fE�NL'-TT�P •E. -- PLANS REVIEWE �,V OF SANFORD SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS VHEIGHT WFOR MAX. H*PRIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) /I— - 1"x2" MIN. 3-1/2" SLAB ON GRADE ARIES 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) 'LW' LOAD WIDTH ALIOUATE C_oN EPTION FOR ROOF. BEAM 012/2, _ _._. @ FASCIA ALLOWED—_ ---- - - `- '- (SEE SECTION 7 FOR DETAILS SIZE BEAM AND UPRIGHTS (SEE TABLES) z O.H. SOLID ROOF / w 1'10 MAXIMUM / (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. r VARIES LW = LOAD WIDTH VARIES ,�.-----'P' VARIES 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 M AND INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1. WASHERS @ EACH POINT OFUMN 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: -123 130 140 ,OU REVIEWED TYPICAL SCREEN ROOM a ff OF WON SCALE: 3/16"= l' -O" Lawrence E. Bennett, P.E. FL # CIVIL EPJGINEER - DEVELOPMENT CONSULTANT P.O. BOX 21430, SOUTH 6) YTONA FL 32121 ONE FAX: (386) 767-65% PAGE Q COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '?) #10 x 1-112" S.M.S. HROUGH SPLINE GROOVES 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 'IDE WALL HEADER kTTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" >.M.S. -IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO r.ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND IALLS MIN. 1" FROM EDGE OF ONCRETE PLADS REVIEWED CITY OF SANFORD TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, ,P.E. FL # 16 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358, SOUTH TELEPHONE: (388) 757-4nFL 32121 4 FAX: (388) 757 -GSW PAGE © COPYRIGHT 2004 3A-6 OUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr. P.E NOT TO BE REPRODUCED IN WHOLE OR IN PART WITH SCREEN, ACRYLIC & VINYL ROOMS - COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1 SECTION 3A RISER PANELS ATTACHED CHAPTER 7 . HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES 2"x 2", 2" x 3"OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTP.UVONS GRT 11 ( ATTACHED TO POST WITH I MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4"x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) PLANS REV1EVi1ED � CITY OF SANFOR. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 7874TT4 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SECTION 3A I 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 �__ w __--.J ...2—J -...—• —4 .inn ulnu vslwnifv amain design load of 71 #/SF ror a second wnlu mus al ..v ..., Sections 3'-0" ...v.v....�, ." ,...a _^•�•• --- - - Tributary Load Width 'W' = Purlin Spacing 3'-6" 4'-0" 4'-6" 5'-0" 5'-6"1 6'-0" 1 6'-6" 1 Allowable Height 'H' I bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 1 8'-2" b 7'-8" b I 7'-4" b 6'-11" b 6'-8" b 1 6'-5" b 6'-2" b 1 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" bi 8'-117—b 8'-5" bi 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 1 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 1 !21_b 8'-0" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 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'-0" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 1 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" bi 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 1 14'-9" b 14'-17: 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" bMTA" 15'-2" b 16'-6" b 2" x 2" x 0.044" snap11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 6'-G" b 7'-1" b 2"x 3" x 0.045" Sna 14'•4" b 13'-0" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 8'-4" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b _-_ ___'_ 16'-3" b _ 15'-3" b .. 14'4" b 13'-7" b 12'-11"b .--.__-'__ -was allc•r 12'-5" b 11'-11" b 10'-11" b 11'-1" b ror J bouve a YYlllu yuil =• .­ .... •. ....vv..), .-.....7 ••--•i-- ---- -- - - -- - Tributary Load Width 'W'- Purlin Spacing Sections 3'-0" 31-6" 4'-0"1 4'-6" 1 5'-0" 1 5'-6" 1 61-0" 1 6'4" 1 Allowable Height 'H'i bendin 'b' or deflection'd' T%0" I 7'-6" 2" x 2" x 0.044" Hollow 8'-8" bh2b T-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b Hollow 10'-5" bb 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b .045" E3 -2E-,.070" Hollow 12'-1" db 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b �'-� n" h 2" x 3" x u.045" Hollow 12'-10" bb 11'-2" b 10'-6" b 9'-11".. b 9' 9'-1" b 8'-9- b 8'-5" b 0'-`L' b 2.. 14'-11" bb 12'-11" b 12'-2" b 11'-7" b 11' - 10'-2" b 9'-9" b 9'-5" b " x 0.046" S.M.B. 17'-0" bb 15'-2" b 14'-0" b 13'-7". b 12'-1 ' b 12'-5" b -11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S 21'-8" bb 18'-9" b 17'-9" b 16'-10" b 16'-0" b 5'-4" b 1 -9" b 14'-2" b 13'-9" b 2 S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'- '-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap19-4" 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 6'-G" 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 9'4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 1 14'-0" b 13'-2" b 12'-6" b 111'-11" F1 11'-5" b I 10'-11" b 10'-7" 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 t0 the above spans for total beam spans. 2. Spans may be Interpolated. pLAViS REVIEWS rl CITY OF SANOR Lawrence E. Bennett, P.E. FL # 16644 CIVIL Eu.GINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (388) 7878558 PAG[: © COPYRIGHT 2004 I 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS �- ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3"= V-0" WOOD FRAME, MASONRY OR #8 z 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK FOR MASONRY USE ALL EXPOSED SCREW HEADS 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @';o.....: 12" O.C. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3* .= l'-0" WOOD STRUCTURES SHOULD CONNECT S BUTTS OR THE SUB -FA 5"A FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE UB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST.STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 150 #8 #10__]__#12 #12 Lawrence E. Bennett, P.E. FL # 16644 plA IS REQ►EW Cv CIVIL ENGINEER. DEVELOPMENT CONSULTANT CIff OF SAHFORD P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (380) 7874774 FAX: (386) 787.6558 PAGE �f © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIE SCREW T -BOLT BOLT ANCHOR WINEOPRENE WASHER OPTIONAL J METAL FASTENERS WASHER SCALE: N.T.S. r NOTES: ALTERNATIVE FASTENERS _AY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T MANUFACTURER,- AND SHALL BE APPROVED BY THE BUILDING OPPIGI&L pj AjlS . REV IEW EQ CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 787.4774 FAX: (388) 767$556 PAGE ® COPYRIGHT 2004 9-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL:. HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT WINEOPRENE WASHER OPTIONAL J METAL FASTENERS WASHER SCALE: N.T.S. r NOTES: ALTERNATIVE FASTENERS _AY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING`LQAD VALUES SPECIFIED BY T MANUFACTURER,- AND SHALL BE APPROVED BY THE BUILDING OPPIGI&L pj AjlS . REV IEW EQ CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (388) 787.4774 FAX: (388) 767$556 PAGE ® COPYRIGHT 2004 9-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. r 1 r r r 501MI RY mannummErMnta. COMMUNITY ASSOCIATION MANAGEMLNT MAIN OFFICE , 218DweStFR434 We SOUL � Lon9wom FI, 32779.6044 PH 407.768.6700 FAX 407.764-7458 ' BREVARO COUNTY 941 HareAy :`t 11110 R;VUpe FL ; 355-3613 ; Pain-r;11•ano , PAX ul-534-94(1CLE, 1595EMONT HNVRsoro1 September K 2006 DUMDUM ; 34711.5124 PN 352.243.4595 ' !' Matos FAX 352-243-4597 +enninio FT MYERS ; 109 Rockwood Way a33or ►i Fl, 32771 Sanford, PH •x39.21-7.0?12 . FAX 230.277.0114 ; GEORGIA fl, C: Screened in back Patio. Garp i ter Dr B3F0 Atlma CA ; 90628.49?2 PH 406.456>•4951 ; Dear Homeowner(s): FAX 404.469.6962 ; JACKSONVILLE ZW)H rdey90'1DeA , YouT request has been received and reviewed by the Architectural Re-Aevi Board for the .pdcsoartie FL ; 92257•am Celery Lakes Homeowners Association, Inc. F11900.86V•OD55 FAX 04.000- W ; K15SNMFE ' The request has been hereby approved ` 1377 K VIn6 5163% : r Klu4nen oFL ; 'sale as:�PH : Should you have any questions, you may contact Tne at (407) 738-6700, ext. 333. FAX W7 -U%4331 ; LEE394RG Sincerely, 19331 lis Hwy 4414192Luo . 31768 1 FL PH 352-343-5798. FAX 3%2-343.51 IV Sabrina Hayes, LCA'�I PONre YEr►RA 1106USHwjA1AN#2A1•A Sentry Management Pmlt Veda Bach FL 3M -4D21 •PN 800.265.1528 rm W=-1= SARASOTA 6801 Pr KIKAlel Seib 107 Pltiry E S4ree %FL 34240.64.'3 ' PN 901-361-12:2 FAX W1-361-1113 SOUTH CAROLINA 110D F41ty Nd CKUItSron SG 29412-4114 FN M3 -765-x.160 FAX 143-7W1191 TAMPA BAY AREA 2540D US ?9 Nath #164 Geervatar FL 33763.2149 FH 727.788,3812 FAX 727-799.0964 VOLUSIA COUNTY 4186 S Atlb'11k Are ; New Smlrne Oath FL 321�3r1 PH 388123.1716 FAX 366.447- ITV ■] caaDaf C)ELFRY I•AK1-S HOMEOWNERS ASSOCIATION, INC, TAITA �rlwfr1 FT.9 .10d-iQ qt;F-t7 .'0£Lllr 90:5T 90At 7!7/F' A