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HomeMy WebLinkAbout119 Mayfair Ct (2)RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit # c7s ' 3 JUL. 212005 0 �J Date: Job Address: t in nn Description of Work:I vlS Historic District: Zoning: Value of Work: $_ UC0 . OU Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential �on-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 1=::i�_Comrnercial Industrial Total Square Footage: Construction Type: �_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: i `� .'� s �S (�QO0.S 00 (Attach Proof of Ownership & Legal Description) Owners Name & Address: -;r-14 r e 1 Czi eS I V 1 Y ►ill _La C4_ r / �f Gl N ✓ Phone: S467 Y) �t rn �-1 -- Contractor Name & Address: State License Number: t / ^��U Phone &Fax: ntatPerson: 1. LCL_ Phone: 4 / U% O Bonding Company: in' @r ar a. fflo Address: Mortgage Lender: Address: Architect/Engineer: it 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 l will notify the owner of the property of the requirements of Florida Lien Law, FS 713. -7/AS ejc'' U, ture of-Owner/Agent Date Signatur fContractor/Agent Date 'EL�'�•a••wu••••••u•� — e.Ca WHvsA ....� Owe gent's a Comm* DD0422696 Print ntractor/ ent's N H Expires 4/28/2008 00r432-4254' Signature of Notary- to of Flo �o�'o' to Signature of No rim ftu i� 64' Florida Notary Assn.. Inc �•••••...••. ••••••• Florida Notary Assn., Inc ' Owner/Agent is _,C Personally Known to Me or Contractor/Agent is personally Known to Me or Produced ID _ Produced [D r ---;tet APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ❑AviD joHrawN, CFA, APIA > I--,- 53 PROPERTY APPRAISER �- SEMINOLE € OUN" FL.d 1101 E. FIRST ST � d, 4a LJ � SANFURD; FL 32771.14E+8 407-SGS-7506 +Q VILLA CSR 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19 -30-505-0000- Tax District: S1-SANFORD Number of Buildings: 1 Depreciated Bldg Value: $96,691 00- Owner: JONES JOYCE A & Exemptions: HOMESTEAD Depreciated EXFT Value: $646 Own/Addr: MC KENZIE SUZANNE J Land Value (Market): $0 Address: 119 MAYFAIR CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 JustiMarket Value: $97,337 Property Address: 119 MAYFAIR CT SANFORD 32771 Assessed Value (SOH): $68,477 Subdivision Name: MAYFAIR VILLAS Exempt Value: $25,500 Dor. 04 -CONDOMINIUM Taxable Value: $42,977 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,020 Deed Date Book Page Amount Vactlmp 2004 Tax Bill Amount: $715 WARRANTY DEED 04/1996 03061 1085 $72,000 Improved Save Our Homes (SOH) Savings: $305 WARRANTY DEED 02/1980 01267 0284 $45,900 Improved 2004 Taxable Value: $40,983 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 LEG LOT 50 MAYFAIR VILLAS PB 22 PGS 9 &10 LOT 0 0 1.000 .10 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wali Bid Value Est. Cost New 1 CONDOS 1980 6 1,238 1,825 1,238 CONC BLOCK $96,691 $96,691 Appendage / Sgft GARAGE FINISHED / 575 Appendage I Sgft OPEN PORCH FINISHED / 12 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1984 190 $646 $1,615 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=3319305050000050... 7/19/05 I hc=by name and appoint -)-\A ZA s -Aa -11 �11- I I of c)� to be my lawU aftmney in Lict to act for me and apply to 0 4- q for a 42a4 -t 6 p=ft for wmi to be perfbri/ �• V - Lot 5 -C) Block (Addr= cf�6b) C- e of PropcM and Adcin=) and to sign my name and do all things necessary to this appointment. T147k) e -s c /47J C Crype or Prior n=c of Cid Cxmracmr =d T ic= #) Acimowledge& Swom to and =bsca-bed bcfm-c me this Day of A.D.&2C Na=y Public, Sm of Fled& (Seal) My Commission Expiri= P "4� CHARLES 000422M EqM 4rAV2M thio (800)432-4254 um.r Aim. IrIC --n :VJ I hc=by name and appoint -)-\A ZA s -Aa -11 �11- I I of c)� to be my lawU aftmney in Lict to act for me and apply to 0 4- q for a 42a4 -t 6 p=ft for wmi to be perfbri/ �• V - Lot 5 -C) Block (Addr= cf�6b) C- e of PropcM and Adcin=) and to sign my name and do all things necessary to this appointment. T147k) e -s c /47J C Crype or Prior n=c of Cid Cxmracmr =d T ic= #) Acimowledge& Swom to and =bsca-bed bcfm-c me this Day of A.D.&2C Na=y Public, Sm of Fled& (Seal) My Commission Expiri= P "4� CHARLES 000422M EqM 4rAV2M thio (800)432-4254 um.r Aim. IrIC 'Rermit Number Parcel Identification Numberjaab__,_ �'� Prepared By: _j)0/ te,,e (2 tat,I lL ruction Return to: PKbflW1214 - 32V®0. MARYANNE MOR 'r CLERK OF CIRWIT CWT ' SEMINOLE CC ITT EIK 05818 FOG 1728 CLERK" S #t : "lt 051x'185.2 REC11RDED 67/21/2M 6%29:33 AN RECORDINS FEES 10.06 RECORDED BY L McKinley NOTICE OF COMMENCEMENT State of __._� County of 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 � 1. Description of property: (legal description of property, and street address if available -6 V � (Vat, .V t t lacZ t 2. General description of improvement(s) l k s �,u rL *-(�V Pdvcl___ 3. Owner Information Name boy C e �a�� S Telephone Number Address i t 4� —1 YtaAs�u r Fax Number FA 3 -7 Interest In Property 4. Fee Simple I le Holder (if other than owner shown above) Telephone Number Name Address Mid Stat Construction Fax Number 5. Contractor p.0 BOX 1214 Name FfB. 3279® Telephone Number Address Winter park, Fax Number IDD€WIFIED COPY iMARYANNE MORSE Ukk K'PF CIRCUIT COURT !MOFLORIDX muff &EV �➢� 2�� 2005 6. Surety (If any) Telephone Number Name Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number S. Persons within the State of Florida designated by Owner upon -whom notices or other documents may be served as provided by Section 713.13(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 Section 713.13(1)(b), Florida Statutes. Name. Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified): Date Signed Si aatu f O ner (Note: per Se 713.13(1)(8), "owner must sign ...and no one else may be permitted to sign in his or her stead."] Sworn to and subscribed before me thisday of J (/Lt ty� 200 ''_ by who is personally known to me OR produced as identification. (� Signature of Notary (notari f Cyt sion DW72879 Form Revised: 3198ExpiresNOv@nlber 18, 2W5 q 7� -..i Z)e -ZIf -'J U. 7Z 4� 7Z I�S� I It I 4 ri ltct MAY P"��TZ VtLLtYl yon q7 4e - .0 -7 ep, .1 j 7Z 4� 7Z I�S� I It I 4 ri ltct MAY P"��TZ VtLLtYl yon q7 4e - .0 -7 ep, PLAT OF CAQUY FSR MR. R MRS. A. :�1.='�!?�P AES .�. MITICLE COUNTY, F!-�RIpA — DESCRIP11ON 0 Lot 50, MAYFAIR !a � �s r�rt�r�A,� ` VILLAS, accarctinn to the Plat t?%prpe Plat Book 22, Pages n and In of the NO i r; 7—r or ,4c nr Ce",.; rol e Coclrt% 1'6r f 4A SURVEYOR'S CERTIFICATE This is to certify that I have made a Location Survey of the above described property and the Plat hereon is a correct -r.en-respntation of the same. P= -S V. KELLY S,'IT14'T ASSOC IATFS, A=NC. Professional Land Surveyors Sanford, Florida 13 Feb RO e 21' 46.4' 15TO RY CONC. BLK. p' RES. 25 Co. yip PR VACY Ce� � a FENCE -,- _ 1 O — 2 4.65 10 h EA5T w: " � Y I J r t— d Q !k L�C�ONC. WALK l N co 01 CONC.� N DR :'-0 m 104.79" J 1 SCLLE I 30 _ m 119 5 0994 9SEMINOLE COUNTY c FLORIDA i N4 ASTER BEDROOM WALK iN 15 ti l2 cLO. i z WIF�J O A - FLOOR M ky. F jK'1:R... 1 t t_L 3'2 13 81 6-Y .. -14 OE- f -R_..: S T 4., l N , W SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM (SEE TABLES 3A.1.3) H Illi *� HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) I SCALE: N.T.S. _ HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. v� 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) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. , 3„�7 s.. .. _ _.... 7=7- SECTION 7'.7. SOLID ROOF. PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK ftaft ALL EXPOSED SCREW HEADS #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 - Q'�'''•'•'•' SCREW SPACED @ 12" O.C.ROOF PANEL ;;i•;._......... EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3"= l'-0" WOOD FRAME, MASONRY OR #8 x 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" Z' S.M.S. OR WOOD SCREWS @ '.cr...... 12" O.C. �- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3"= l'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -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: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 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 7-4 f NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r .tN, v � * - re� a s sit �". � k: ��.. r.,.�..... �..;.--�..a` _...aT:..d..a...�.. ^.a•`'=F,�'�dKsuja.24k 1.?w�i. ..,,�..s.:.,�o_..,.._.,.. - c ..�..,..-,...u�.:..3-,i:.�.. t..-...,^..:e,n.,z�e.mt�.� ... _.... -- _ _ ALTERNATE CONNECTION DETAIL 1'x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS BEAM HEADER (2) #10 x 1 1/2" S. M. S. INTO 4 SCREW BOSS � .ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. (3) #10 x 1 1/2" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS 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 - 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"= 1'-0" 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"= 1'-0 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 COPYRGHT I PAGE3A-4 I O NOT TO' BE REP ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I r 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 For 3 second wind gust at 110 MPH velocity; using aestgn Ioaa or I I war Sections 3'-0" 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 1 Allowable Height 'H'! bending'b' or deflection•'d' 7'-0" 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'4" b 6-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" 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'-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 1 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 T-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'4" b 13'4" 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 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'--6-b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF Sections 3'-0" 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" ,, . 5'-6" 6'-0" 6'-6" Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 7' -6 - 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-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'-9" 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 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'4- b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 1 11'-5" b 10'-8" b 10'-1" b "AJ" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0.045" Hollow 12'-10" b 1 11'-11" b 11'-2" b 10'-6" b 9'-11" b '9'=6"-"b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 1 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-0" b 1 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" 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 13'-9" 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 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b T-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" 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 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" bj 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 to the above spans for total beam spans. 2. Spans may be interpolated. I Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 t! TELEPHONE: (366) 767.4774 FAX: (386) 767-6656 PAGE © COPYRIGHT 2004 3A-24 .w; NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-251.0 EPS Core Density Foam 3" x 48" x 0.024" Panels Wind Region Open Structures Mono -Sloped Roof 1&27 3 4 span I span span Screen Rooms & Attached Covers 1&2 3 —4 span span 4pan Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs t 100 MPH 17'-4" 19'4" 18'-9" 15'-10" 18'-6" 17'-10" 11'-8" 13'-8" 13'-3" 4'-0- 110 MPH 16'-6" 19'4" 18'-9" 14'-2" 15'-10" 15'-3" 10'-6" 12'-6" 11'-5" 4'-0- 120 MPH' 15'-2" 18'-6" 1T-10" 13'-3" 14'-10" ',. 14'4;-_ 9'-8" 10'-10" 10'-6" 4'-1- 123 MPH 14'-10" 17'-9" 16'-1"12'-11' 20'-4" 14'-6" 13'-11" 9'-6" 10'-7" 10'-3" T-11" 130 MPH 14'-2" 15'-10" 15'-3"11'-8" 18'-9" 13'-8" 13'-3" 9'-0" 10'-1" 9'-9" T-3" 140 MPH 10'-0" 11'-2" 10'-10"10'-0" 12'-9" 11'-2" 10'-10" 8'4. 9'-4" 9'-0" 2'-11" 150 MPH 10'-0" 11'-2"110'-10'110'-0" 13'-3" 1 12'-9" 11'-2" 10'-10" T-5" 8'-8" 8'4" 2'-10" 3" x 48" x 0.030" Panels 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 span span span Overhang / Cantilever All Roofs 100 MPH 20'-6" 22'-11" 22'-2" 19'-6" 21'-10" 21'-1" 14'-6" 16'-2" 15'-8" 4'-0" 110 MPH 20'-6" 22'-11" 22'-2" 17'-11" 20'-1" 19'-5" 1 13'-3" 14'-9" 14'-3" 4--0- 120 MPH 19'-6" 21'-10" 21'-1" 15-9" 18'-8" 18'-1" 11'-5" 13'-5" 13'-0" 4--0- 123 MPH 18'-9" 21'-0" 20'-4" 15'-4" 18'-2" 17'-7" 11'-2" 13'-1" 12'-8" 4'-0- 130 MPH 16'-9" 19'-4" 18'-9" 14'-6" 16'-2" 15'-8" 10'-8" 12'-5" 11'-6" 4'-0" 140 MPH 11'-10" 13'-3" 12'-9" 11'-10" 13'-3" 12'-9" 9'-11" 11'-1" 10'-8" 4'-1" 150 MPH 11'-10" 13'-3" 1 12'-9" 11'-10" 13'-3" 12'-9" 9'-2" 10'-3" 9'-11" T-4- 4" x 48" x 0.024" Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&27 3 4 1&2 3 4 1&2 3 4 span I span span span span span span span span 100 MPH 20'-0" 22'-4" 21'-7" 19'-1" 21'4" 20'-7" 14'-2" 15'-10" 15'-3" 4'-0" 110 MPH 20'-0" 22'4" 21'-7" 17'-6" 19'-7" 18'-11" 12'-11" 14'-5" 13'-11" 4'-0" 120 MPH 19'-1" 21'4" 20'-7" 15'4" 18'-3' 1T-8" 11'-2' 13'-2" 12'-8" 4'-0- 123 MPH 18'4" 20'-6" 19'-10" 14'-11" 1T-9' 16'-2" 10'-11' 12'-10" 1 12'-4" 4--0- 130 MPH 16'4" 18'-11" 18'-3" 14'-2" 15'-10' 15'-3" 10'-5' 11'-7" 11'-3" 4'4" 140 MPH 1 11'-7"12'-11" 14'-5" 12'-6" 11'-7" 12'-11" 12'-6" 9'-8" 10'-9" 10'-5" 4'-0" 150 MPH 1 11'-7" 1 12'-11" 12'-6" 11'-7" 12'-11" 1 12'-6" 8'-11" 10'-0" 9'-8" T-3- 4" x 48" if 0.030" Panels Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span I span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 23'-1" 25'-10" 24'-11 22'-0" 24'-7" 23'-9" 16'-4' 19'-3" 18'-7" 4--0- 110 MPH 23'-1" 25'-10" 24'-11" 20'-3" 22'-8" 21'-11" 14'-11" 1T-10" 16'-1" 4'-0" 120 MPH 22'-0" 24'-7' 23'-9" 18'-10" 21'-1" 20'4" 13'-7" 15'-2" 14'-8" 4'-0- 123 MPH 21'-2" 23'-8" 22'-10" 18'-4' 20'-0" 19'-9" 13'-3" 14'-9" 14'-3" 4'-0- 130 MPH 19'-6" 21'-10" 21'-1" 16'-4" 19'-3" 18'-7" 12'-6" 14'-0" 13'-6" 4'-0" 140 MPH 13'-4" 14'-11" 14'-5" 13'-4" 14'-11" 14'-5" 11'-2' 13'-1" 12'-8" 4'-0" 150 MPH 13'-4" 14'-11" 14'-5' 13'4" 14'-11" 14'-5' 10'-4" 1 Note: Total roof panel width = room width + wall width + overhang Lawrence E Bernett;�P.E.;FL # 16644 CIVIL ENGINEER DEVELOPMENT CONSULTANT. P.O. BOX 214368; SOUTH.I)AYTONA FL 32121 'TELEPHONE (386);767-477a % 'FAX -'(3M)--767. ° .-I .PAGE,. F SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) A1.....:..-- A11.... rA91 T -A 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 18, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 54" d, 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d - 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5-11" d 5-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d T-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 1 0'-9" d 12 T-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') I & 2 Span 3 Span 4 Span CaMax. ver Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Cant lever 5 5'-8" d T-1" d 7'-2" d 1'-2" d 5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d T-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d T-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d I 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d T-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / bending 'b' or deflection 'd') Max. 1 8 2 SpanI L, 3 Span 4,Spanr Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) Max. 1& 2 Span 3 Span 4 Span Cantilever er 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 1 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b V-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6-1" d T-2" b-6'-11." b 1'-2' d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'4" d 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 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) 7676556 www.nctlinc.com STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2772-1 Test Date: 03105102 Report Date: 03121102 Client: Custom Window System 91 N.E. 16th Street Ocala, FL 32670 Test Specimen: Custom Window Systems Inc.'s "Model Guardian"Prime Aluminum Balcony Entrance Door System. (HGD-LC40) Test Method: ANS1/AAWA/NWWDA 101/I. S. 2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC); 'and Wood Windows and Glass Doors. " (HGD-LC40 36 x 80) TEST SPECIMEN DESCRIPTION General. The specimen tested was a combination prime entry door/single hung entry system measuring 37-112" wide by 80-3/4" high overall by 2" thick. The active leaf m•ecxsured 34-7/8" wide by 78-3/4" high. The active leaf members were separated by a styrofoam core. The main frame and window members were 'tot thermally broken. The active leaf stiles and both top and bottom rails measured 4-114" wide. The activeleaf corners were mitered construction using four (4) stainless steel rivets and aluminum corner gussets each. The main frame was of double screw butt -type corner construction. An extruded aluminum threshold was used at the frame bottom _ with an overall interior vertical height of I" Four (4) 3" x 3" steel butt hinges were used for door leaf operation. Two (2) stainless steel rivets per hinge were used to fasten them to the main frame. Each hinge incorporated one. (1) (#6x 1-1/4") screw to fasten the jamb to the test buck. One (1) stainless steel dead bolt was located at 37-1 /2" from the top edge of the lock stile. One (1) cylindrical lock was located at 43" from the top edge of the lock stile. Stainless steel keepers were located at the lock jamb at lock positions. Single Hung General. A series "3500" single hung window was employed into the active leaf measuring 27=.3/4" wide by 60-112" high overall. The active sash daylight opening measured 22- 118" wide by 25-7/8" high. The fixed lite daylight opening measured 23-112" wide by 26-518" high. The active sash was removable via a single block and tackle balance located at each jamb. Frame and sash members were not thermally broken. One (1) metal cam -type sweep -lock was located at mid -span of the top rail of the active sash. A sweep lock keeper was extruded onto the interior fixed meeting rail. A nylon stile cap was used at the top of each active sash stile. The fixed 'Meeting rail was fastened to each jamb with a single screw. 71e.frame and sash were of double screw coped corner construction. An extruded aluminum jainb liner we s snap -fitted t each jamb. PROFESSIONALS IN THE SCIENCE OF TESTING ('usto i Window Systems 2-772.1' � 5 Y NCTL 210 This test specimen meets (or exceeds) the performance levels specified in Table 2.1 of A JAIJA/ NWWDA 101 /LS. 2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the HGD-LC40 annealed product designation. Detailed drawings were available for laboratory records and compared to the test specimen at thie time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. ,Me results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen maybe drawn from this test,. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES JAMES W. BAKER Technician DANIEL CONYERS Laboratory Manager Custom Window Systems' 2 `� NCTLM 210-2772-1 i Single Hung General Cont.: The single Hung frame was fastened to the door leaf opening using six (6) (#6 x 1 ") flat head screws; three (3) per jamb. Glazing: The fixed lite and active sash were exterior glazed using 0.151 " clear annealed glass with an adhesive back -bedding and an aluminum glazing bead. Weatherseals: A single strip of bulb vinyl weatherstrip was located at each door frame ember. A single strip of center fin weatherstrip (0.360"high) was located at each, active leaf stile and top rail. A single strip of polypile weatherstrip (0.120" high) was located at each aluminum j;imb liner. A single strip of center fin weatherstrip (0.300" high) was located at the single hung sill. Double strips of center fin weatherstrip (0.210" high) were located at the active sash mee.:�ag rail. Weeps: No apparent weeps employed. Interior & Exterior Surface Finish: Brown painted.aluminum Sealant.: TEST RESULTS Par. No. Title Of Test Measured Allowed 2.1.2 Air Infiltration - ASTM E-983 1.57psf 0.265 cfnc/ft' 0.3 efrn/ft 2.1.3 Water Resistance- ASTIV/ E.547 5.0gph/ft° WTP = 3.75 psf No Leakage No Leakage 2.1.4.2 Uniform Load Structural - ASTM E330 37.5 psf Exterior Passed 37.5 psf Interior Passed 2.1.8 Forced. Entry Resistance - ASTM F588 Level 10 Meets as Stated (See Appendix A for test results) OPTIONAL PERFORMANCE Par. No. Title of Test & Method Measured Allowed 4.3 Water Resistance - ASTV E547/ASTM E331 5.0 gph/ftz WTP= 6.0 psf No Leakage No Leakage 4.4.2 Uniform Load Structural - ASTME330 75.0 psf Exterior A. 0.03" B. 0.02" 75.0 psf Interior A. 0.05" B. 0.05" TEST COMPLETED 03/05/02 80-3/4" I 7" I - 23„ - 17-1/2"I ioi I• • • • • • 6" 10 Pl'-12-3/4"—t-12-3/4 37-1/2" • LJ 6-1/2" I 23" I 23" I • I 23" I • 4-1/2" N. The test specimen was mounted to the test buck using thirteen (13) (# 6 x 1-1/4") screws at the locations shown *Hinge f.ocations measured from interior of head on right jamb. Hinge #1r 6-3/4" to center of hinge Hinge 42 C 28-1/2" to center of hinge Hinge #3 @ 50-1/2" to center of hinge Hinge #4 @ 72-1/2" to center of hinge Measured from outside edge of exterior flange NATIONAL CERTIFIED TESTING LABORATORIES JOB # : NCTL 210-2772-1 COMPANY: CUSTOM WINDOWS TEST DATE: 03-05-02 I ALUMINLIK S:RfEN ENCLO.URE MrNsr BY CTHERS CALLK BETWEEN DW:C 'LANGE& SCREEN --fICL 0 SL 50LIR ZRAME HEAD EXTERIOR PEFIKEIER CAULK By [Ttmcks 'HIS AS kEO' D. (SEC NCTES) DOOR FRAME SLL a / A - MAX S -IH S-A:Ej DOOR �l I LH I \ 11, L 4 4 4 i �/�l � e c w IYERALLYPL �/ \ _ V I 1-11V MIN. C ZJLK 6^iA . SILL IN CONCRETE OR HAS CM3[DH---N' 14STA-L,"ICN ANCHOR 4( CUNCRElE OR -ASONRY j 3/16' DIA. 7APCSm By CTrCRS SECTION A.—A k A A ---J ELEVATICN VIEVED FR01 EXTER-ICR D:_SI"jN PRESS'URE CAPACITY = --50.0 PSF 3R HEIGHT PLFK VIDIH FSI/4' MAX. HIM SPA is S:REV ADDITI214k' L JCATI;�iS e CA klk- MCA' �kw-E jAmB C/ .7 A'S RE:*r N -Tc" ALUMINUH SCFEC4 EwcLCURE VEMBER v OTHERS EXIERILIR 46 IN—ALLAI!ON CAtA.X 3ET'704 SCREW A`c" C'XR rLmie SCP.EC4 ENCLOSURE SEZ:TIQN 1) DMIR FRAME MATERIAL K 9�41141) DOW rLjrQC 2 MEAD 1) CAUL ALLI-ItA." ALLEY 6061 !C' APDL XS L 0 L IMRS Wr L^ X CALL CATION OF 14T CA A�A S k;Sf C::ftyYEj SEALANT MAKLfACTURE;tS 3 13 RECLlAZNaATICNS. Q.4 INSTALLAI'ON SCREW P'ACE a ANCHERS 0 HEAD L 3119S To - 6* FRON CR ERS C 24' OC. MAX. #9 SCREWS TO BE USED tI: AT EA. 11.14U & '2)AT :!CADUXT STRIKE PLATE. Q; A- CYLIN3RICAL LOCK I TR.LE P' AlE. ) 3/!61 BIA. Co 4l\CRETE SZREV AWHGRS IT SILL KIST BE Cr S "uFF:CIENT LE U -T I 4 0 A.HICVC N' N. EmErn\IENI Gr I -VV ASOMRY 04i MrRETE. MAX. AL-OW;A.-C SFACM. NET). -.04 L_'CAT ICNS f 5AFCONS Tl EE 6, rRO4 CQR4ERS L 24' CIC. VAX ) ir GLASS :S EMPLOYEE GLASS NuS' BE TEKPEREL tmsLjL-TIN5'l 1" GLASS ^NJ SINGLC GAZING ARE OuALJFIEo 6) S14H AS -RE3*C. AT EkC" IASTALLATja4 mc•cp WIT'+ LOAD 3EAIRING SNIP MAX. ALLOVABLE SHIN STAC9 TO IC 114'. Ll -z ri-l"s WACRE 'A:E IS GREATER THAM 7) ;HT;� - LATION AS S-ATED HEREIN COt4P'_IET W17-0 74E rLtR;3A Sul,_c;NG CCEE. CUSTOM. WINDOW SYSTEMS, INC. OCALA, FLORIDA TITLE, GUARDIAN DOOR INSTALLATION I)UAIL IN ALUMINUM PORCH ENCLOSURE Im. ,411L)EL MARTINEZ BB PAT 4/a2/02 NS=:'IINC, CIVIL I TEAL(. N.T.S. "I DCVSC133 -L. AEC 'o 4718-2 RC V. LLIIL* I nr FASTENER LOCATION -S The test specimen was mounted to the test buck using screws at location shown. 1 RZA C2 eow s c N �� �► 4 -r l l O SG1G �✓5 `f r a� g,etLos , TkmAs -4 1461% 90A 0 l J NATIONAL CERTIFIED TESTING LJORATORIES i^13 - ti JOB NO.: NCT- COMPANY:. TEST DATE: O� " d via,1 o� Z�jla Ra 5SL,�. 'rh e.td Re10 . F ps Pam �c NATIONAL CERTIFIED TESTING LJORATORIES i^13 - ti JOB NO.: NCT- COMPANY:. TEST DATE: O� " d via,1 o� Z�jla Ra 5SL,�. 'rh e.td Re10 . F 3/16" MAX. SPACE EXTERIOR WINDOW HEIGHT 3/16" MAX. SPACE 59 SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN WINDOW FLANGE k SCREEN ENCLOSURE #8 INSTALLATION — SCREW ANCHOR 4 SECTION A—A WINDOW FRAME HEAD WINDOW FRAME SILL INSTALLATION REW ANCHOR BETWEEN W FLANGE & N ENCLOSURE V ENCLOSURE MEMBER BY OTHERS WINDOW J WIDTHr— A---1 I A—J EXTERIOR ELEVATION 18 INSTALLATION SCREW ANCHOR WIDOW FRAME LB \ EXTERIOR SECTION B—B WINDOW WIDTH o. CAULK BETWEEN WINDOW FLANGE 8:-,:"' SCREEN ENCLOSURE`: VSCREEN ENCLOSURE MEMBER BY OTHERS 3/16' MAX. SPACE MOTES: 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 2 INSTALLATION ANCHORS, #8 SCREWS. MUST BE SPACED 6" MAX. OW FROM CORNERS AND SPACED 24" O.C. MAX. HT 3) CAULK BEHIND WINDOW FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE_ '04 r CUSTOM WINDOW • SYSTEMS, INC. OCALA, FLORIDA INSTALLATION DETAIL FOR PORCH ENCLOSURES 5/20/02 N.T.S. Dr.:. ::. C_WS F •.a 15rF-r: 1 OF 1 a 8 B WIN( HEI( A—J EXTERIOR ELEVATION 18 INSTALLATION SCREW ANCHOR WIDOW FRAME LB \ EXTERIOR SECTION B—B WINDOW WIDTH o. CAULK BETWEEN WINDOW FLANGE 8:-,:"' SCREEN ENCLOSURE`: VSCREEN ENCLOSURE MEMBER BY OTHERS 3/16' MAX. SPACE MOTES: 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 2 INSTALLATION ANCHORS, #8 SCREWS. MUST BE SPACED 6" MAX. OW FROM CORNERS AND SPACED 24" O.C. MAX. HT 3) CAULK BEHIND WINDOW FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE_ '04 r CUSTOM WINDOW • SYSTEMS, INC. OCALA, FLORIDA INSTALLATION DETAIL FOR PORCH ENCLOSURES 5/20/02 N.T.S. Dr.:. ::. C_WS F •.a 15rF-r: 1 OF 1 a