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HomeMy WebLinkAbout111 Bristol Forest TrlCITY F OR 7 PERMIT APPLICATION RECEIVED O SANF _e! Permit # : _ 3� Date: Job Address: / / �� _ t__ _ Description of Work: /301.25 e /,/eM/ CJI Nt&=, �y 10 Historic District: Zoning: Value of Work: S �tJ �S Ty0 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) Parcel #: �� " t `l _ ©�'- �' ®$ Owners Name & Address: JU1✓ / l>�l�-- mit i1 C: 1 Si b) /�N /t _ . 2-7 %) (Attach Proof of Ownership & Legal Description) �E �i� � �" / Phone: �7. 2�+�Jb Contractor Name & Address: ru f2d-f- r o11 ®L0 did) ( V ffc._ /1 a 1r., .�L7��/L� 10-5__ State License Number : /�-iCG'� 'f �. %`��✓ Phone Fax: 7 7-476'ej 9b%'`%` W n� Contact Person: e& , N/�'y&e- Phone: Bonding Company: Address: Mortgage Lender: Address: A)rchitect/Engineer: Phone: Address: 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 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 governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 171111 notify the owner o the property of the requirements of Florida Lien Law, FS 713. L_Ro U, Y ON CO U Z�" >_ Q CD �N 00- 1r, _c �c p ofOwoer/ ent r D to nature of er/Agent's Name P ontra of otary-S to of Florida �Datcl Signature of ier/Agent is Personally Known to Me or Produced ID ct /Agent's Name Nota-Stateof rida Date Contractor/Agent is =Personally Known to Me or Produced ID ri Y PLICAAPPROVED BY: Bldg: Zonine: Utilities: m (Initial & Date) (Initial & Date) Special Conditions: FD: _ (Initial & Date) (Initi 0 a Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PA C9 DETAIL DAvm.1DHN50NXFA.A5A • Action canceled • Action canceled POOPERTV ,. A APPRAISER Internet Explorer was unable to link to tt Internet Explorer was unable to link to tt BEMI 101ECaU'NTY.FL. The page might be temporarily unavailat The page might be temporarily unavailat tYOt E. FIE25T,ST 9AKFOMiD, FL 32771-146B 407 - 66�508 Please try the following: Please try the following: 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD- Parcel Id: 0000-0870 Tax District: WATERFRONT Number of Buildings: 1 REDVDST Depreciated Bldg Value: $137,292 CORREIA Depreciated EXFT Value: $0 Owner: LAWRENCE L & Exemptions: 00 -HOMESTEAD Land Value (Market): $29,500 JENNIFER Land Value Ag: $0 Address: 111 BRISTOL FOREST TRL Just/Market Value: $166,792 City,State,ZipCode: SANFORD FL 32771 Assessed Value (SOH): $ ,930 Property Address: 111 BRISTOL FOREST TRL SANFORD 32771 $25 Exempt Value: $25,000 Subdivision Name: PRESERVE AT LAKE MONROE Taxable Value: $128,930 Dor: 01 -SINGLE FAMILY Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,551 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,551 WARRANTY DEED 01/2005 05587 0417 $225,000 Improved Save Our Homes (SOH) $0 Savings: WARRANTY DEED 10/2003 05085 0140 $166,700 Improved 2004 Taxable Value: $124,447 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 87 PRESERVE AT LAKE MONROE PB 62 PGS 12 -15 LOT 0 0 1.000 29,500.00 $29,500 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2003 9 1,042 2,938 2,476 CB/STUCCO $137,292 $138,679 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 21 Appendage / Sgft GARAGE FINISHED/ 441 Appendage / Sgft UPPER STORY FINISHED / 1434 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.orglplslweblre—web.seminole—County_title?PARCEL=22193050200000... 6/22/2005 Permit Number Parcel Identification Numbert; Prepared by: M, SUPERIOR ALUMINUM Return to: INSTALLATIONS, INC 3005 Forsyth Road Winter Park, FL 32702-8203 NOTICE OF COMMENCEMENT State ofj2 County of NARYMNE M ORBE6 CLERft €1N CIRCUIT MMT SEMINOLE MWY BK 0579b F+C t b4 a ) CLERK' S 0 2005111973 REUMDED 07/06/M Iti 13:53 P14 REUMI)ING FEES 10.00 RECORDED BY t holden CERTIFIED COPS' iVf RYANNE MORSE rI F ,K F RCUIT 001JRT SE..i1'01 COUNTY, FLORIDA M The undersigned hereby gives notice that improvement(s) will be made to certain reaL�perty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of proert leg description oth property, and street address if available) 1 2 n r. e .� L4 - +i7°� �9 � fK�t'��1�LAS 2. G6n_'e`_iaf cescription of improvemgnt(s) _ 3. Owner information Name �Lt L� �J f�d� Telephone Number Address f I I ecj�/ in 49 GAJ f£ 3 Z 7J InterestNumber Property: 4. Fee Simple Title Holder (if other than owner shows above) Name Telephone Number Address Fax Number 5. Contractor_ Name v� �r1-f ca r2 4C 0 V I At (/4t' Telephone Number p Address es 4'niLS" T ' r� Fax Number_ 67 6. Surety (if any) Telephone Number Name Address Fax Number Amount of bond $ 7. Lender (if any Telephone Number Name 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 j Address Fax Number 10 Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): v Date Signed Signa ` re of rJw �r (Note: per 7Ia. 13(1)(8), "owner must sign ... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed befo a me this 2) day of c 120.OS by who is personally known to me OR educed as identification. SE �vJJl73pl�t1.. --- PRESERVE AT LAKE MONROE IIU O ' ASSOCY,r47 N, INC_ ADARESS• .- ' - - r (W MM SPACEIS XBQUMD Yl"M ATTAf` 4 To TM tac++. rrsdom YoUj - � ~ Aa %Trowikm -"wtko gW*vai lbr My akmadm web 0000 oftlk d=Uftd0rwaft at the bddi u a: and i% 'D, 8[04,i�T SE Ai�A l�Y 1k S�LE1iC F? esnr �1Ir srm : rrr. rtsr�.,,-.. If appsvrat is prAWK k is M to be monmud m savai' qWOWOfaay (may or City Cady R� A ��B I from � � ba„'!� Ls ceded tia imost prapes�y � �dfg. � '� � i;ariew,d s�111nvc cao ii�iiiity err v m e , _cb atow kla 04 0"" Q=Piy WAalw MATM&k law, rate, Twk604, o xk or W&MM As .n -mmUftP%ed=vV3mft IPpravai tg su �cw a fie, Zmwm w to wdsfi bzaL- PRE=VEATIAKEMONMWEK*oMwNml ASSMA7ICJi!T, UNC. AND QH S ATr NOT REQ T O TAZMAXY ACrION TO REPA Ut, RMACE +Oft MARfrAW ANY SUCU APPRUY! si ) C ANGF, ALMAMIR OR ADDMOK oit ANY sriuc [T)tt:F oit my a4m FROMM HOM'P WN95'R, AND rW ASSIGNS ASSUbms AI.i, dNSTBUITY CdS-r FOR ANY ADD - ToN OR � Am 3� FtnURM AIS . DA g,,LQ/X/OWNERS SWNglvRE: DA A'�At7�+i3Ds xarAPPROVM LMOPGNAnU THE x*srd PIC= MbRdt yowr VoasbM Wd Q peadat* tm: "atm Mcarof cro �S�ffR L-vcww4FL32M Tviophgw.P? T- ,t�1�V 0 $ 2Q65 LIMITED POWER OF ATTORNEY 3C) DATE I hereby name and appoint e - of 1—�1 h. to be my lawful attorney -I in fact to act for me and apply to for a BUILDING permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision (Address of Job) (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. THOMAS A. ORIF SR. RX0045740 Type or Pflint, name of Certified Contractor, License # Signature of Certified Contractor Acknowledged: Sworn to and subscribed before me this , 30 Day of A.D. 20 Notary Public, State of Florida (Seal) MY Commission Expires: ROBYN WHITAKER Notary Public, State of Florida comm. expires Dec. 2, 2008[::My on Agency,Inc.(800)4D51?4854 01106/05 THU 08:13 FAX 4073520430 001 PLAT OF SURVEN' DESCRIPTION: (AS FURNISHED) LOT 87, PRESERVE AT LAKE MONROE AS RrCORoE0 .IN PLAT BOOK 62, PAGES 12-15 OF THE PUOLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 86 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BRISTOL R 6 5.00' WALK IV Orr 'Ii110_;;`to' unuTYTEASEMENTj ` '• 900 CAP I I � O ® (10/20/03)NU LET y63931RON CENTERLINE Q H �V to 4.0 /GO (10/20/03) I W U -)'c'6 I� A_ - U c i cli CN IW -DRIVEWAY CNA CORNER NOT ACCCSSIOLC IY C OFNOTES Ot LTA ANGLE LLj PL Q/� N09.SC•19 107.]1' _ L x PI I7 CENTERLINE OF B7. T3' RICHT!OF- W4Y , LAND SURVEYOR of U ql O I DENOTES CHORD BEARINO -I PERMANENT REFERENCE MONUMENT WALK IS N89"58'19" D.T_OFFr-. - LOT 86 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BRISTOL R 6 5.00' WALK IV Orr CERTIFIED TO AND FOR THE / S EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMLRCE TITLE INSURANCE COMPANY CTX MO.i TCAGF COMPANY, LLC p SIS' TINESS CORNER d 1/12' IRON ROD AND CAP ED LC (16393 (10/20/03) Z t off' OT's NOTE, - 1. ALL DIRECTIONS AND OIfsTANCES HAVE BEEN FIELD VERIFIED AND ,NY INCONSISTCNCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNCRS SHVWN HEREON WERE SET/FOUND ON 10-20-03,:• UNLESS OT14ERWISE SHOWN. 3. THE SURVEYOR HAS NO` ABSTRACTED THE LAND SHOWN HERCON FOR ;EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF REG_ RD WHICH MAY AFFECT THE TITLE OR USE -OF THE LAND. 4. NO UNDERGROUND IMPRCr VEMENTS HAVE DECN LOCATED EXCEPT AS SHOW:J. 5, NOT VALID WITHOUT THE; SIGNATURE AND THE ORIGINAL RAISED SEAL OF :L FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I,R.M.T.OMMUNITY PANEL NO 120294 0035 E OATED 4/1-;/95 AND FOUND THC SVDJECT PROPERTY APPEA"2S TO LIE IN ZONE A. AREA OUTSIDE 100 YEAR FLOOG PLANE ELEVATIONS SNOW" HEREON ARE DASE4 ON SEMINLOC COUNTY VERTICAL CONTROL AS FURNISHFD. BEARINGS SHOWN HEREON ARE 3ASC0 ON THE NORTH LINE OF LOT 87 BEING N 89'58'19- E PER PLAT: (FIELD DATE:) 6-13-03 R9NSF_O; _ SCALE! 1 = 30 FEET --_ APPROVED BY; WrRM - FINAL 10-20-03 CKB ASM39701 FORMBOA/IO 06-2303 C 3DB No '- PLOT PLAN 04-01-03 LK DRAWN BY: ._ LOT FIT 12-10-02 CKEI TWO STORY CONCRETE BLOCK h WOOD FRAME RESIDENCE FINISH FLOOR ELEVA7ION. I A.27 1OT 87 .B25 SO.FTz n j > E)- T7g•ss CCEISURE- CANE• FLANS REVIEW CITY OF SANFO LOr IC YCA 0 IS 30 L, S89'58' 191' W 65.00' (UNPLATTEO PEA THIS PLAT) LEGEND 'Ii110_;;`to' unuTYTEASEMENTj ` '• 900 CAP I BULGING SETBACK UNE ® (10/20/03)NU LET y63931RON CENTERLINE Q LIT 4.0 /GO (10/20/03) I - `-u RIGHT OF WAY LINE Ek15'RIIc ElF,vATgN U -)'c'6 EE 2UIU3)ND CAD A_ - c i cli CN -DRIVEWAY CNA CORNER NOT ACCCSSIOLC C OFNOTES Ot LTA ANGLE 1.0 CERTIFIED TO AND FOR THE / S EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMLRCE TITLE INSURANCE COMPANY CTX MO.i TCAGF COMPANY, LLC p SIS' TINESS CORNER d 1/12' IRON ROD AND CAP ED LC (16393 (10/20/03) Z t off' OT's NOTE, - 1. ALL DIRECTIONS AND OIfsTANCES HAVE BEEN FIELD VERIFIED AND ,NY INCONSISTCNCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNCRS SHVWN HEREON WERE SET/FOUND ON 10-20-03,:• UNLESS OT14ERWISE SHOWN. 3. THE SURVEYOR HAS NO` ABSTRACTED THE LAND SHOWN HERCON FOR ;EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF REG_ RD WHICH MAY AFFECT THE TITLE OR USE -OF THE LAND. 4. NO UNDERGROUND IMPRCr VEMENTS HAVE DECN LOCATED EXCEPT AS SHOW:J. 5, NOT VALID WITHOUT THE; SIGNATURE AND THE ORIGINAL RAISED SEAL OF :L FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I,R.M.T.OMMUNITY PANEL NO 120294 0035 E OATED 4/1-;/95 AND FOUND THC SVDJECT PROPERTY APPEA"2S TO LIE IN ZONE A. AREA OUTSIDE 100 YEAR FLOOG PLANE ELEVATIONS SNOW" HEREON ARE DASE4 ON SEMINLOC COUNTY VERTICAL CONTROL AS FURNISHFD. BEARINGS SHOWN HEREON ARE 3ASC0 ON THE NORTH LINE OF LOT 87 BEING N 89'58'19- E PER PLAT: (FIELD DATE:) 6-13-03 R9NSF_O; _ SCALE! 1 = 30 FEET --_ APPROVED BY; WrRM - FINAL 10-20-03 CKB ASM39701 FORMBOA/IO 06-2303 C 3DB No '- PLOT PLAN 04-01-03 LK DRAWN BY: ._ LOT FIT 12-10-02 CKEI TWO STORY CONCRETE BLOCK h WOOD FRAME RESIDENCE FINISH FLOOR ELEVA7ION. I A.27 1OT 87 .B25 SO.FTz n j > E)- T7g•ss CCEISURE- CANE• FLANS REVIEW CITY OF SANFO LOr IC YCA 0 IS 30 L, S89'58' 191' W 65.00' (UNPLATTEO PEA THIS PLAT) LEGEND 900 CAP BULGING SETBACK UNE ® (10/20/03)NU LET y63931RON CENTERLINE Q FND NAIL AND DISC 4.0 /GO (10/20/03) - - `-u RIGHT OF WAY LINE Ek15'RIIc ElF,vATgN ® EE 2UIU3)ND CAD LOT,63931(10 OCONCRETE CNA CORNER NOT ACCCSSIOLC C OFNOTES Ot LTA ANGLE 1.0 LAND SURVEYING EUSINESS L DENOTES AI.0 LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARINO PRN PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVAIURE PCP PERMANENT CONTR:-L POINT 11 DENU TES PUNT OF INIERSECTIOII (P) PER PLAT vnc NOTES v.;�Nr OF REVERSE CIMVIrVRE M MEASURED Pr DENOTES POINT OF TANGENCY FNO C/W FOUND CONCRETE WALK 7YP A/C IY/ICAL AIR CONDITIONER 5 I SIOF,WALK COW CONCRETE OLOCK WALL C coNCr'EVE PAO RP RADIUS POINT CS C CONCRETE. AAO CHORE LENGTH ONU OVEM ANFIIT In LINE PK PARKER KAION ID IDENTIFICATIC14 R RADIUS VOL POINT ON I -E POC POIIIT OF CURVE PCC POINT OF .: PUUND CURVE I HEREBY CERTIFY. TI1AT ]HIS 60VNOARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MI"ETS THE APPLICABLE "MINIMUM TECHNICAL `•TANDARDS- SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 51G17-6, FLORIDA ADIAINISTRATIVE CODE PURSUANT TO CHAPTE H 472.027, FLORIDA 60--Zi-D?j _por ;m VILLIAM R. M CA TELLU JR. P b�9 8 DATE k--- 11 SUPERIOR ALUMINUM INSTALLATIONS, INC. 4 2 (6 ri �e M X 1 Job name: Cr 1-2'1 �, Job number: ©�' 2- 6 t Date: Drawn by: Scale: '/4" = I" X-fs r1 M X � d � tf3 l 6" IMF ., l� 1-4 i - SCREEN, ACRYLIC VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION.7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME r-- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 PAGE COPYRIGHT 2004 3 NOT TO BE REPRODUCED IN WHOLE OR IN PART WrrHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO ANGLE CLIPS MAY BE SCREW BOSS SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN MIN..(3) #10 x 11/2" S.M.-S. 6" OF EACH SIDE OF EACH INTO SCREW BOSS POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI -- 1" x 2" EXTRUSION CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3"= l'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOP44ENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 787.4774 FAX: (386) 787.8556 PAGE w © COPYRIGHT 2004 3A-4 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 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. -HROUGH SPLINE GROOVES ;IDE WALL HEADER JTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED TO " 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/ 114" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND 1ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL &ALTERNATE CORNER DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.8556 PAGE c © COPYRIGHT 2004 3Ay NOT TO BE REPRODUCED IN WHOLE OR IN PART W?THOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24'0.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 _TYPICAL UPRIGHT DETAIL SCALE: 3" = l'-0" RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH 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.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-65% PAGE © COPYRIGHT 2004 JA -1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN,PERMISSION OF LAWRENCE E. BENNETT, P.E. 3 Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of fess than 30'; roof slope of 0° to 20°; 1= 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: section 3A Desian Loads for Screen, Acrylic & Vinyl Rooms Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms v NVw Roof Wall Over Hang All Roofs 100 MPH +10/-10 9 +20/-30 110 MPH +10/-11 11 +20/-36 120 MPH +10/-13 13 +20/43 123 MPH +10/-14 14 +201-45 130 MPH +10/-15 15 +20/-50 140A MPH +30/-17 18 +30/-58 1406 MPH +301-18 18 +30/-58 150 MPH +301-20 20 +30/-67 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms v NVw Conversion Table 3A -B Wind Zone Conversions for Over Hangs All Room Types =. m 19n YPFt Wind Zone to others Wind Zone MPH Applied Load Deflection (#/S Roofs 100 30 1.13 Walls 110 Wind Zone Applied Load Deflection MPH (#/S (d) Bending (b)(#/SF) Applied Load Deflection (d) Bending (b) 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 120 13 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.88 1406 18 0.90 0.85 18 0.92 0.88 150 30 0.76 0:66 21 0.87 0.82 Conversion Table 3A -B Wind Zone Conversions for Over Hangs All Room Types =. m 19n YPFt Wind Zone to others Wind Zone MPH Applied Load Deflection (#/S Bending (b) 100 30 1.13 1.20 110 36 1.06 1.09 120 43 1.00 1.00 123 45 0.98 0.98 130 50 0.95 0.93 140A 58 0.91 0.86 1406 58 0.91 0.86 150 67 0.86 0.80 Conversion Table 3A -C Conversion Based on Mean Height of Host Structure for Screen Rooms from "posuru o - - Span Multiplier Mean Host Structure Height Load Multiplier Pans Composite Panels 0-15' 1.21 0.94 0.91 15'- 20' 1.29 0.92 0.88 20'- 25' 1.34 0.91 0.86 r---267-- 30' 1.40 1 0.89 0.85 3A-li SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l d A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN UNIFORM LOAD l ` A B 1 OR SINGLE SPAN UNIFORM LOAD Z lrimZ A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) l r Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPA ENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA. FL 32721 TELEPHONE: (388) 787-4774 FAX: (388) 7878568 PAGE ® COPYRIGHT 3A$ NOT TO BE REPR2004DDUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 3A SCREE Table 3A.2.1 Allowable Upright Heights, Chair F for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using I Trib Sections 3'-0" 3.6" 4'-0" 5'-0" Allowal 6'-0" 1 2" x 2" x 0.044" Hollow 9' 5" b 8'-9" b 8'-2" b -TT—b 2" x 2" x 0.055" Hollow 10'-3" b 8'-11" b --b 3" x 2" x 0.045" Hollow —f173 10'-5" b 9'-9" b -9--d —7272---d 3" x 2" x 0.070" Hollow —T27 11'-7" d 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b —T57 -71--b 2" x 4" x 0 .050" Hollow 16' -3 " b 14'-1" b 2" x 4" X 0.046" S.M.B. 19'-1" b 17'-8" b 1676" b 2" X 5" X 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 2" x 3" x 0.045" Snap 14 4" b 13'-4" b 12'-5" b 2" x 4" x 0.045" Snap 17'-7" b 16-3" b 15'-3" b For 3 second wind gust at 120 MPH velocity; using Tril Sections 3'-0" 1 3'-0" 4'-0" Allows 2" x 2" x 0.044" Hollow 8' 8" b 8'-0" b 7'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 3" x 2" x 0.045" Hollow 10' S" b 9' 7" b 8'-11" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 12*'x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 2" x 4" x 0.050" Hollow 14'-11 b 13-10" b 12'-11" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15-2" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 2" x .044" Sna 10'11" b 9'-7" b B'-11" b 2" x .045" Snap 13'-3" b 12'-3" b 11'-5" b Rx 2" x .045" Snap 16'-2" b 14'-11" b 14'-0" b Notes: 1. Above spans do not include length of knee brace. Add horn above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7676566 PAGE © COPYRIGHT M04 3A-24 NOT TO BE REPRODUCED IN WHOLE OR It N, ACRYLIC & VINYL ROOMS ail Spans or Header Spans lesign load of 11 #ISF utary Load Width 'W'= Purlin Spacing 4'-6" 1 5'-0" 5'-6" 6'-0" 1 6'-6„ 7,-0„ 7._6.. 4e Height 'H' I bending'b' or deflection'd' 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b —6'-6" b FF— 7'-11" b 7'-7" b 7'-3" b 6' 11' b 6'-9" b b 9' 3' b 8'-9" b B' 4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 0' 11" b 10' S" b 9'-11" b 9' 6" b 9'-2" b 8'-10" b 8'-6" b 10'-5" b 9'-10" b 9'-5" b 8'_11 ' b 8'-8" b b b 13'-3" b 12' 7" b 12'-0" b 1176" b 11'-0" b O7 10' 8" b 0* -3 10' 3" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12-11 b 12' 6" b 12'-1" b 19'-3"b 183"b 75 b ' 6'8"b16'0"b 5'5"b 14'-11" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 9'-2" b 8'-8" b 8'-3" b 7'_11" b 7'-7" b 7'-4" b 7'-1" b 11'-9" b 11'-2" b 10 7" b 10 2" b 9'-9" b 9'-5" ' b 9--l" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11 6" b 11'-1" b design load of 13 #/SF >utary Load Width 'W' = Purlin Spacing 6. 6.. 7..0.. 7..6.. ble Height 'H' I bending'b' or deflection'd' b 6'-8" b 6'-5" b 6-1" b 5-11" b 5'-8" b 5'-6" b 7'-9" b 71-4" b 6'-11" b 6'-8" b 6'-5" b 6' 2" b 5--11- b b 7'-8" b 7'-4" b T-1" b 6'-10" b 6'-7" b 10'-1" b 9' 7" b 9'-2" b 8'_g. b 8'-5" b 8'-1" b 7'_10" b 10'-6" b 9'-11" b 9'-0" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b -4" 14' b 13'-7" b 12'-11" b 12'-5" b 11'-11" b'b 11'-1" b 17'-9" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 17'-9" b 16'-11" b16'-3" b 15' 8"b 15'-2" b E60 7'-7" b 7' 4"b 7'-0" b 6'-9" b�-610'-9" b 9'-9" b 9'�" b 8'-11" b 8' 8" b13'-2" b 12' 6" b 11'-11" b 11'-5"b 10'-11b 10'-7" b ontal distance from upright to center of brace to beam connection to the PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN.... (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS SEALANT FOR MASONRY USE j / HEADER (SEE NOTE BELOW) 1/4"x 1-1/4" MASONRY d ,NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" -' - - S.M.S. OR WOOD SCREWS @ za 2" O.C. n o ROOF PANEL EXISTING HOST STRUCTURE: #8 x 1/2" S.M.S. (3) PER PAN WOOD FRAME, .MASONRY OR (BOTTOM) AND (1) @ RISER OTHER CONSTRUCTION (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO WALL DETAIL SCALE: 3"= 1'-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767.4774 FAX: (386) 767.6666 PAGE © COPYRIGHT 2004 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. FASTENERS SECTION 9 I CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT BOLT ANCHOR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT OPTIONAL METAL FASTENERS WASHER NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE ® COPYRIGHT 2004 9-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 9 I FASTENERS T..r,re a 4 Allowable Loads for Concrete Anchors Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2 Values Isted are allowed bads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. o the diameter are in tension. 4. Anchors receiving bads perpendicular 5. Allowable loads are Increased by 1.00 for wind bad. 6. Minimum edge distance and center to center spacing shall be 5d. 7 Anchors receiving loads parallel to the diameter are shear bads. 6. A 133%, increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam with: spacing = T-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD - 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= ALLOWED LOAD ON 20.47 / ANCHOR NUMBER OF ANCHORS = T127 00 = 1.67 Therefore, use 2 anchors. one (1) on each side of upright. Table is based on Rawl Products' allowable bads for 2,500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL # 1,6644 CML ENGINEER - DEVELOP IENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE: (M)-4774 FAX: (388) 787.6568 PAGE ® coPmow 2684 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9•T FASTENERS SECTION 9 Table 9.9 Rivets with Aluminum or Steel Mandrel Table 9.7 .Aluminum Wall Connection Aluminum Mandrel Steel Mandrel Wali Metal Upright Concrete Rivet Diameter Tension jibs.) Shear Tension (lbs.) Shear 2"x 10" 1/4" 118" 129 176 210 325 1/4" 2" x 9" 5/32" 187 263 340 490 #14 1/4" 1/4" 3/16" 262 375 445 720 114" #12 1/4" Table 9.8 Alternative Angle and Anchor Systems for Beams. 2" x 7" 3/16" Anchored to Walls, Uprights, or Carrier Beams #10 2" x 6" or less Maximum Screw / Anchor Size #8 3116" #8 To Extrusion Type Size Description To Wall Upright I Beam minimum anchor sizes shall be used for super gutter connections. Angle 1"x 1" x 0.045" 3/16" #10 3116" #12 Angle 1"x 1"X 1116' 0.063" 3/16" #12 Angle 1" x 1" x 1/8" 0.125" #12 A le 1-1/2'x 1-112" 11116"10.062.)114" Angle - 2 0.188" #14 Angle 1-1/2' x 1-112" 1 /6" 0.062" 1/4" #14 Angle 1-3/4" x 1-3/4" x 118" 0.125" 114" #14 Angle 2" x 0.093" 318' 3/8" 5/16" 5/16" An le 2" x 1/8"(0. 125" 112" 112" Angle 2" x 3116" 0.313" U -channel " x 1-3/4"x 1-3/4" x 1/8". 318" #14 r -u-channel 2-1/8" x 1" x 0.050" 5/16" 5/16 U channel " x 2-1/8" x 1-112" x 0.043" 1/2" #14 -r"" Note: # of screws to beam, wall, and/or post equal to depth of beam Table 9.9 Minimum Anchor Size for EXtI U --V --- Wall Connection Extrusions Wali Metal Upright Concrete Wood 2"x 10" 1/4" #14 114" 1/4" 2" x 9" 1/4" #14 1/4" 1/4" 2" x 8" 114" #12 1/4" #12 2" x 7" 3/16" #10 3/16' #10 2" x 6" or less 3/16" #8 3116" #8 Note: Wail, beam and upright minimum anchor sizes shall be used for super gutter connections. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) M -4T74 FAX: (386) 767-6M PAGE © COPYRIGHT 20049-7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r -r - 0 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter Park, FL 32792 Should you have/ar. questions please contact me at your conveniences . Sincerely,. - J; Lawren E. Bennet , P.E. #16644