Loading...
HomeMy WebLinkAbout201 Hampton Ct (2)Permit #: Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: --RECEIVED 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 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) 000900e Owners Name & Address: 4 N 11AM4Q& Contractor Name & Address: Phone & Fax: Bonding Company: . A119 0 �-41D "Contact Person: Phone: State License Number: )1a-rkfit Rwa Address: Mortgage Lender: /f Address: Architect/Engineer: Phone: Address: Fax: G 2 9 2007 2-77( 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 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. OWNFR'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 Writ ' verificationthat I notify the owner of th property of the requirements ofFlorida Lien Law, FS 713. Srgnah of Owner/Agent Date Signa of Contractor/Agent Date eken N141 LJ[Clp �oj-,d ei Print Owner/Agent's ame—Print Cnn etnr/Ao t'cV.— N APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 My Commission DD660499 Expires 04/08/2011 Contractor/Agent is b�"Pers onally Known to Me or _ Produced ID ENG: BLDG:"/ Permit No. Parcel ID C ©%..Z�.y A.t.C'Q pT ROOMS OF FLORIDA, INC. 047 Progress Way "J Sanford, FL 32771 NOTICE OF COMMENCEMENT 407 / 3024091 RSP rer: , tfephea A rrif,dQ STATE of FLORIDA .) COUNTY OF x✓(f /2 t) e(E�_ I IP1111 I111111I II lot 111111111111111 of 11111111.11111II11111091 MA ANNE MORE,1;1 CLERK OF CIRCUIT COURT SE'IVNOI.r C,1JUN`rY BK 0"03 fiq 1528; 11Pq) CL.ERKI S # 2007125697 R ORDED 08/25/2007 0205:00 Phi RE UNDING FECS 10.00 RE OWED BY N 00ore THE UNDERSIGNED hereby gives notice that improvement 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. ] . Description.ofrop,. (legal description and stAeet address, if available): 2. General description of improvement: 3 4. 5 Ell Owner information: a) Name and address: Mq??y16'k-16t ,s %} lz /�C1/' dL' j��• ,3-2-773 b) Interest in property: ! . C) Name and address of fee simple title holder (if other than Owner): 6j& V Contractor (name and address): COMFORT ROOMS OF FLORIDA INC. 647 PROGRESS WACINN Q,R`;6� Lt32771 c 407 302 4091 / STEPHEN FERRANDO CRC 1328089 Surety: a) Name and address: c4��•;' b) Amount of bond: $ r Lender (name and address): 7. Persons within the State of Florida designated by Owner upc whom notices or other documents may be served as provided by section 713.13(1)(a)7., Florida Statutes (name and address)A 8. In addition to himself, Owner designatesof (address) to receive a copy of the Lienor's Notice as provided in section 713.13(1)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): (Owner) J Print Name:44(wil r Address ?C.it � . , Jn /? ! Lf�r r. 1�J„ r t f7 A:1 .327 Z;? STATE OF FLORIDA COUNTY OF i 1 SWORN TO and subscribed before me this day oft U I ZY 0 (name). He/She [please check as applicable]/—/ is personally known tome, or bass pfoduced / r / his/ as identification. Signa l G (Printed Name) NOTARY PUBLIC, STATE OF DANILO MENDOZA MY COMMISSION k DD 39000:; } EXPIRES: January 25, 200' ; Bonded Thru Notary Public Underwriters 773 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 _..s'._. 14 o�s "r ✓ r Da1rjn JaHraasow. CTA, ASA 1 PROPERTV APPOAPSER 6 5S 0,4�b 5001HOLE COUNTYF1_ ��QLLOP'6n AQ�vI�C�• 1101 E. RRsT sT SANFORD, FL3377t•1468 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-506-0000-1110 Number of Buildings: 1 Owner: MAY MICHAEL P & TERRI A Depreciated Bldg Value: $143,513 Mailing Address: 201 HAMPTON CT S Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $33,600 Property Address: 201 HAMPTON CT S SANFORD 32773 Land Value Ag: $0 Subdivision Name: BRYNHAVEN IST REPLAT Just/MarketValue: $177,113 Tax District: S1-SANFORD Assessed Value (SOH): $177,113 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $177,113 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 05/2007 06704 1998 $219,000 Improved Yes SPECIAL 04/2003 04814 0362 $79,900 Improved No WARRANTY DEED 2006 VALUE SUMMARY CERTIFICATE OF 10/2002 04550 1821 $100 Improved No TITLE 2006 Tax Bill Amount: $2,618 SPECIAL 2006 Taxable Value: $132,982 WARRANTY DEED 10/2000 03941 0073 $85,000 Improved No DOES NOT INCLUDE NON -AD VALOREM CERTIFICATE OF ASSESSMENTS TITLE 06/1999 03664 0345 $100 Improved No WARRANTY DEED 09/1993 02648 1326 $100 Improved No WARRANTY DEED 02/1991 02264 0204 $78,000 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick. Method Units Price Value LEG LOT 111 BRYNHAVEN 1ST REPLAT PB LOT 0 0 1.000 33,600.00 $33,600 39 PGS 20 & 21 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1990 6 1,170 1,673 1,629 CB/STUCCO $143,513 $152,673 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 44 Appendage /Sgft BASE/459 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/web/re_web. seminole_county_title?PARCEL=07203150600001110... 7/10/2007 07/26/2007 09:46 FAX 4073219700 FIERNON RIANUFACIVRIM, BRYN HAVEN COMMUNITY ASSOCIATION POSTOFFICE BOX 24 SAN ORD, FLORIDA 32772-0024 July 26, 2007 Re: 201 S. Hampton Court ,ro whom it may concern: This is to verify that the Homeowner's Association of Bryn Haven has approved the addition a a 129x 20'Florida room and replacement of the current fence at the address above. Sincerely, Richard Callahan President E 0 o.] /1' 9 • Permit #: I Project Name: 07-3097 12 x 22 Screen Enclosure w/ pan roof system Address: 201 Hampton Ct. Plans Reviewed By: Richard Denman 10/9/2007 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. PERMIT # 07- ,3p� DATE: � Legal Description Lot 111, BRYNHAVEN FIRST REPLAT, A REPLAT OF BRYNHAYEN, according to the plat thereof, as recorded in Plat Book 39, Page(s) 20 & 21, of the Public Records of Seminole County, FL. I>ulnity number: 120294 Panel: 0045 r: E F.LR.M. Date: 411711995 Flood Zone: X of field work: 313112003 Completion Date: 4/3/2003 c'ertified to: Andrea Tolbert; Land Safe Title; First American Title Insurance Company; Heritage One investments, its' successors and/or assigns. ism LEGEND C-2 Wood Fence -s-x- Wire Fence F.N. Found Nail • Property Corner R. Record Nt Field Measured CL Clear ENCR Encroachment CL Centerline F� Concrete Bearing Reference Property Line 1. Concrete Monument "IR. Found hon Rod '. Found Iron Pipe .V Right of Way N & D Nail d Disk D.E. Drainage Easement U.E. Utility Easement FD. Found P. Plat AW -W Asphalt O.H.U. 04erhead Utilities P.P. Power Pole fY Tran,fonrrr ST_ENSTROM_ BOULEVARD R/W 2s. oo' F./.R. 112" L811005 C-2 M.H. O P.C. C. Szn�re number: SL 16934 W.M. Q 0.70' .' '•.'. i . Y C-1 Telephone Facilities 10 U. E. - GENERAL NOTES 5 Covered Area O.R.B. FLR.1/2" ' I. Legal description provided by others. 24.70' Bearing Reference L8,42005 Permanent Control Point 2. The lands shown hereon were not abstracted for easements or other recorded e—bnmces not shown on the pial. CH O P.C. 1 P.R.M. Perm. Reference Monument 3. Undergrgnndportigilk[COQ(MIgSr lgundnt 08E uc dlireeM}1(+ov6nigdtT werenot totaled. 1.10' Radial � . o I N.R. ,/o PVNIT. Q 5. Onljtvtatbltencronchlne7isl&me5 " - ` A/C c�oL h Plat Book 6. "'fitto arm -(bund oh pYopen drnFrj;j'Ir1e.Rs noted : dl X 24. 10 -� V t° Benchmark P.O.B: Beginning PoimofBe cutin "' I, •�. C. ONE STORY P.O,C, " + A " Q RES#201 Block Wall ,., 1.00' 25.50' Point of Line 48.80' _ tV 5.00' 5' U. E. P.C. Point or Curvature I I. Nair vnl d li[ess se Ied bhli nae slgmng sunetorsembossed sea[ F. 1. R.1/2" Deed Book v 0.15' 110.00' too L812005 0 sourrtes pvnilable tolpc survegor. This inf .,should, x relied upon 1l D. Description or Deed P.T. 589-57'32 "W (M) insurir6purj oses;' And mdy'di[fcr fro, inform lion pro, C by athen. 7 I ■r a 0.90' F. /. R. 112" Ll?,M05 o• lo' M.H. I I� Szn�re number: SL 16934 W.M. Q N.T.S. Not to Scale Y sal Telephone Facilities O.R. - GENERAL NOTES 5 Covered Area O.R.B. LIII OT IA/II�fM LOT 1/0 0.20' F./.R.1/2" L812005 CURVE TABLE M CURVE RADIUS LENGTH I DELTA CHORD CHORD BEARING C-1 25.00' 37.21' 85-17'05" 33.87' S42-36'04 "W C-2 1040.00' 87.13' 04-48'00" 87.10' S88 -07'13"W Property Address: R. 112 201 South Hampton Court L812005 Sanford, FL 32773 CATV Cable Riser M.H. Manhole Szn�re number: SL 16934 W.M. Water Meter N.T.S. Not to Scale Y TEL. Telephone Facilities O.R. Official Records GENERAL NOTES Covered Area O.R.B. Official Records Book I. Legal description provided by others. B.R. Bearing Reference P.C.P. Permanent Control Point 2. The lands shown hereon were not abstracted for easements or other recorded e—bnmces not shown on the pial. CH Chord P.R.M. Perm. Reference Monument 3. Undergrgnndportigilk[COQ(MIgSr lgundnt 08E uc dlireeM}1(+ov6nigdtT werenot totaled. RAD Radial PG. Page d. Wn(Iuegktetar[K61)vgDTtjielytpll r a 17µr t r N.R. Non Radial PVNIT. Pavement 5. Onljtvtatbltencronchlne7isl&me5 " - ` A/C Air Conditioner P.B. Plat Book 6. "'fitto arm -(bund oh pYopen drnFrj;j'Ir1e.Rs noted : dl 7. Di$�Irs�pntslQtvlareplita� ure�aless¢(henwsen ed 1 B.M. Benchmark P.O.B: Beginning PoimofBe cutin 8. F,I�vgllogsdf dh6lt i, dlrbas€d ilhol, N.G \ D. 1929 unless 91herveise noted , C. Caladaled P.O,C, Point of Commencement 9. ;rA llgtmnl 16is: ux 1Jithiu We same blod:, hnless'oiher,Ise holed. 2?G'2 Block Wall P.O.L. Point of Line 10. ThiN n Eo AS-BUILTlRVY unless-othg�}vlse 9b1¢dp;: D Central Angle/Delta P.C. Point or Curvature I I. Nair vnl d li[ess se Ied bhli nae slgmng sunetorsembossed sea[ D.B. Deed Book RR.C. Point of Reverse Curvature 12. 17WO zohe m mwintions are 'I rovided as arom16syUnly, andare derived from.the best for sourrtes pvnilable tolpc survegor. This inf .,should, x relied upon 1l D. Description or Deed P.T. Point of Tangency insurir6purj oses;' And mdy'di[fcr fro, inform lion pro, C by athen. D.H. Drill [tole R. Radius (Radial) 13. L.B. 7132- DAV Drive way R.O.E. Roof Overhang Easement I hereby ""ify d,Pi fhis.ume",is nVeuE;t an rr rrj+rrt rill I m qfn ru ep pnganrd nailer ESMT Easement S.I.R. Set Lan Rod & Cap n y direcrim `' : EL Elevation S/W Sidewalk F.F. Finished Floor T.O.B. Top of Bank * ,RAi ns ermart' a�¢hrerea La tsirr }nr Na. Jut F.C.M. Found Concrete Monument TY P. Typical F.P.K. Found Parker-Kalon Nail W.C. Witness Corner Swerdlo4 & Long Surveying, Inc. L Length 10.05 Existing Elevation 3(i5 \V moht Court, Siiile 1*Lake Mary, FL 32746 L A, E. Limited Access Easement E.O.W. Edge of Writer Voice 407.688.7631 Fax 407.685.7691 TERRY MAY 201 S. HAMPTON CT. SAN FORD, FL Left 51de Elevation 24" SCREEN ROOM � �g � 0, (-- S,- A rz- W- 1 0 0 FRONT ELEVATION LEGEND 0 3x2 O2x2 Right Side Elevation KP= KICKPLATE 22 - r407.302.409 Rooms of Honda, Inc. 7 Progress Way ford, FL 32771 I KC1328089 N x Desl an Check List for Screen / Vinyl Room (page 2 of 2 2 x 2 SCREENED ENCLOSURES SECTION 1 .TION SION MON TION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 • Telephone #: (386) 767-4774 Fax #: (386) 767556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-73 SCREEN, ACRYLIC & _ VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A 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 PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME RIDGE BEAM USE BEAM TO WALL DETAIL (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-1 SECTION 3A SCREEN,. ACRYLIC & VINYL ROOMS ITLW' FORMAX,H* ZUPRIG HT' / HEIGHT (h) EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" VARIES MIN. 3-1/2" SLAB ON GRADE )R RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP, FRONT VIEW FRAMING PAGE 3A-37) ''(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1",x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w CD ry O. H. z I:— / / ry U SOLID ROOF NO MAXIMUM w (ELEVATION SLAB OR GRADE) IF- P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH 11 NOTES: - 'P' VARIES 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 123 MPH WIND VELOCITY, FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net �i PAGE © COPYRIGHT 2006 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC &. VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" 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. 6 x 6 - 10x 10 W.W.M. OR FIBER MESH (ALTERNATE WOOD DECK: 2" PTP USE WOOD FASTENERS W/ 1-1/4" MIN, EMBEDMENT) SECTION 3A 1" x 2" TOP RAILS FOR SIDE WALLS WITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS INTERNAL OR EXTERNAL _ 'L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) 410 x 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E• 3A-3 SECTION 3A ALTERNATE CONNECTION 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 SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN,.ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN, IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 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 SCALE: 3" = V-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2 x 3" OR 2" 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 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #`. (386) 767-6556 Email: lebpe@bellsoulh.net PAGE © COPYRIGHT 2006 3A.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS NCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER (PER TABLE) WITHIN 6" OF - EACH SIDE OF EACH POST @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SECTION 3A 2"x2"OR2"x3"POST #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL CONCRETEANCHOR (PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 1 SCALE; 3" = V-0" 2" x 2" OR 2" x 3" POST - NCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER (PER TABLE) WITHIN 6" OF - EACH SIDE OF EACH POST @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 1" x 2-1/8" x 1" U -CHANNEL OR RECEIVING CHANNEL #8 x 9/16" TEK SCREWS BOTH SIDES #8 x 9/16" TEK SCREWS BOTH SIDES 1" x 2-1/8" x 1" U-CHAN NEL OR RECEIVING CHANNEL CONCRETE ANCHOR (PER TABLE) 1-1/8" MIN. EMBEDMENT INTO CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 2 SCALE; 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net @ COPYRIGHT 2008 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-5 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 1-1/2" 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. FHROUGH SPLINE GROOVES 'IDE WALL HEADER ATTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) 410 x 1-1/2" Q.M.S. ;IDE WALL GIRT ATTACHED TO " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. W SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ;ONCRETE W/ 1/4" x 2-1/4" 'ONCRETE / MASONRY ANCHORS @ 6" FROM EACH 'OST AND 24" O.C. MAX, AND VALLS MIN. 1" FROM EDGE OF ,ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-6 NOT TO 8E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/ INTERNAL OR EXTERNAL'L' - CLIP OR'U' CHANNEL W/ MIN. (4) #10 S.M.S. PURLIN, GIRT, OR CHAIR RAIL SNAP OR SELF MATING BEAM ONLY SCREEN, ACRYLIC & VINYL ROOMS SCREW BOSSES _ SNAP OR SELF MATING BEAM ONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE; 3" = V-0" OFOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES O FOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO POST WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: Iebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a �- A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD Z l l A B C D mNIUSR���ra•U K]&I7_1`l A B C D E A'N11A\I NOTES: 1) 1 = 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. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone M (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-9 SCREEN, ACRYLIC & VINYL ROOMS --------- ln _ w ROOF PANEL Q (SEE SECTION 7) SECTION 3A BEAMS MAY BE ANGLED FOR GABLED FRAMES _ o ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL - FOR NUMBER OF BOLTS AND _ SIZE OF POST (SEE TABLE BEAM AND POST SIZES 3A.3) (SEE TABLES 3A.3) 1" x 2" MAY BE ATTACHED FOR POST NOTCHED TO SUIT o SCREEN USING (1) #10 x 1-1 /2 @ 6 FROM TOP AND BOTTOM AND 24" O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = V-0" 0 w ROOF PANEL j(SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063" — — — — RECEIVING CHANNEL THRUo— ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/ THRU +0 - — OR COMPOSITE PANEL BOLTS FOR SIDE BEAM � (SEE TABLE 3A.3 FOR NUMBER � _ � � FOR NUMBER OF BOLTS AND OF BOLTS) � - - SIZE OF POST (SEE TABLE � T 3A.3) 10 41 BEAM AND POST SIZES ILt 1" x 2" MAY BE ATTACHED FOR (SEE TABLE 3A.3) _ SCREEN USING (1) 0 #10 x 1-1/2" @ 6" FROM TOP POST NOTCHED TO SUIT AND BOTTOM AND 24" O.C. CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsoulh.nel PAGE © COPYRIGHT 2006 �j NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-33 SECTION 7 PRIMARY 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 FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = V-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 1-1/2" x 1/8" x 11-1/2" PLATE OF 6063 T-5, 3003 H-14 OR 5052 H-32 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 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. 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE 7-2 1 O NOT TOI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 REMOVE RAFTER TAIL TO HERE REMOVE ROOF TO HERE #8 x 1/2" S.M.S. SPACED @ PAN RIB MIN. (3) PER PAN EXISTING TRUSS OR RAFTER - FLASH UNDER SHINGLE #10 x 1-1/2" S.M.S. OR WOOD U_ _j _ - - SCREW (2) PER RAFTER OR 0 Z ll TRUSS TAIL < o 1-1/2" x 1/8" x 11-1/2" PLATE OF HOST STRUCTURE - 6063 T-5, 3003 H-14 OR 5052 H-32 HEADER NEW 2 x FASCIA REMOVED RAFTER TAIL ROOF PAN TO FASCIA DETAIL SCALE: 3" = V-0" REMOVE RAFTER TAIL TO HERE REMOVE ROOF TO HERE #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES EXISTING TRUSS OR RAFTER v o FLASH UNDER SHINGLE #10 x 1-1/2" S.M.S. OR WOOD SCREW (2) PER RAFTER OR q .... .... . . ....::: TRUSS TAIL: HOST STRUCTURE COMPOSITE ROOF PAN HEADER NEW 2 x FASCIA REMOVED RAFTER TAIL COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net @ COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-5 SECTION 7 ALTERN FASCIA COVE OF PAN & HOOF SOLID ROOF PANEL PRODUCTS VER VENTS RELIEF HUt_t5 NtUulKtD FOR Z-111- & -1/2& 3" RISER PANS GUTTERS FOR 2-1/2" AND LARGER PANS SHALL HAVE A 3/4"0 HOLE OR A 3/8" x 4" LOUVER @ 12" FROM EACH END AND 48" O.C. BELOW THE PAN RISE BREAK TO PREVENT WATER BUILD-UP ON THE ROOF. THIS WATER RELIEF SYSTEM IS RECOMMENDED FOR PANS SMALLER THAN 2-1/2" ALSO PAN FASCIA & GUTTER END CAP WATER RELIEF DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsoulh.net PAGE COPYRIGHT 2006 7-18 o © NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.