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Home My WebLink About128 N Bristol CirV y, CITY OF SVFORD PERMIT APPLICATION Permit # : o(O 4 `/ 0Q l eDate:•, QL 1') I OlD Job Address: Nag n nl C'_,rc.1 Sa,,n n,rr1 , a"17 RECEIVED Description of--Worka LhD60n nn rr,n,m ko Qk r ,Aa, r nnm FEB t1 2 06 Historic District: Zoning: %Value of.Work: $ In, 5 (o . on 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) tPaiW1 qi• C) I . -Ao - k1 . '> n (, - nnn - ns R -) (Attach Proof of Ownership & Legal Description) Ownc Name& Address: R%ohard a 1_Arl6d 010l\o2no n Pbone:+ Tinomas mae,e.r ' - . Contractor Name,&,Address: State License Number:. SCCC7y 10.1 1') y o 01a Contact Person: Phone: 3H4,- -T1 U n oaa Bonding Company: Address: Ele(?:rtt c.nrF Tram os nnllsr rl. t_r,sc_ 1 F C '1(01 P(< <c0( E/Cc Address: Arebitect/Eogiocer l_Q,,Jr nr e_ do nr e P. Ile le`iy Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 Y R-NOTICEOMOM N EMENT. NOTICE: In addition tatbr-equtrements of this permit, there may be additi n+l restricti fSapplicable to this prope that may be found in the public records of this county, and th mama be additional permits required from other governmental enti es such as water management 'stricts, state agencies, or federal agencies. Acceptance o it" is verification that I will notify the owner of the property ` requirements of Florid Lien Law FS 713. Signature of Owner/Agent Date Signature of ontractor/Agent Date Mc-s 2- rnk l I er Print Owner/Agent's Name int Contractor/Agent's Name AA yy Signature of Notary -State of Florida Date / ature of Notary -State of Florida D to Jeannie M Donaldson My Commission DD251982 O er/Agent is —Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Expires October 08.2007 Produced ID _ Produced ID APPLICATION APP VED BY: Bldg: Zoning Utilities: FD: Initial &•Date) (Initial & Dat (initial & Date) (Initial & Date) Special Conditions: 3eminoie t-ounty rroperty Appraiser uet rnrormation Dy rarcei INUMDer rage i or i All 1G1 r.. S DAym JOHNSON, CFA, ASA 141 PROPERTY 1. OA00-0 0 APPRAISER 14" o SEMINOLE COUNTY FL. h 141 1 n1101E. FIRST sT 1fl j SANFORD, FL32771-146B F 407-665-75oe t4 tt r 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-506-0000-0580 Number of Buildings: 1 Owner: CALLAHAN RICHARD M & LINDA Depreciated Bldg Value: $96,687 Mailing Address: 128 N BRISTOL CIR Depreciated EXFT Value: $1,592 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $19,500 Property Address: 128 BRISTOL CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: BRYNHAVEN 1ST REPLAT Just/Market Value: $117,779 Tax District: S1-SANFORD Assessed Value (SOH): $78,742 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $53,742 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,632 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,027 WARRANTY DEED 12/1994 02859 1534 $73,000 Improved Yes Save Our Homes (SOH) Savings: $605 WARRANTY DEED 02/1989 02045 1355 $71,400 Improved Yes 2005 Taxable Value: $51,449 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick. .. Frontage DepthgMethod Units Price Value LEG LOT 58 BRYNHAVEN 1ST REPLAT PB LOT 0 0 1.000 19,500.00 $19,500 39 PGS 20 & 21 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1989 6 1,309 1,765 1,309 SIDING AVG $96,687 $102,858 FAMILY Appendage / Sgft GARAGE FINISHED / 440 Appendage / Sgft SCREEN PORCH FINISHED / 16 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1995 200 $1,077 $1,700 ALUM PORCH W/CONC FL 1995 125 $515 $813 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 JusUMarket value. S-&-qa httn•//i mmr crnofl nrn/nlchvAh/rP xuI k caminnla nnnnty t4lA9PA1?(`PI—071011 rNnAn(1nnn 1)/111/nn Z/ec7 ttcl Zi+yOqt /GG 793 Lc/o Li V I a FDN&D 2005 AT PG S89'5702" W 0 f\ 00 In FIP 1,. 2005 i-25.00' 1.00, `' 5' U.E. 3 0) — — — 15 BQ 25.16 — — W a o I` o Ln a Ln o ' CONC .DRIVE PU ry 1 Fir 00 N.. I J U N t5 a 13.00' 18.30' O O I 17.80' W PORCH I C zi C O Lo C\2p CD CD CD00 1 39.16' U) cc 1 .00' 25.00' FIP 1" 2005 100.00'(R&M) AIR CON f ON CON 47.30' NO I 1 -STORY RESIDENCE O 0 N 33.35' 21_50' wco5' U.E. 1 N89°57'02"E O O n r 7.00' I 3' A NEIGH 6' _/ r J WOOD p O o cfl 0 0 100.00'(R) 100.09'(M) FIP 1" 2005 0.50'C L 50.00' o Lo Q' 0\2 CD CD CD O CD zro 6' COMMON WIRE 50.00' 0.50' C L FIP 1" 2005 FLOOD INFORMATION: FLOOD ZONE COMMUNITY NO. PANEL NO. SUFFIX DATE OF FIRM DATE OF SURVEY SURVEY NO. o I LOCATION PLAN: 1'•=200' U 1 O PROPERTY ADDRESS: 128 BRISTOL CIRCLE SANFORD, FLORIDA 32773 LEGAL DESCRIPTION: C LOT 58 OF BRYNHAVEN FIRST REPLAT, ACCORDING TO THE PLAT 120294 THEREOF AS RECORDED IN PLAT BOOK 39, PAGES 20 AND 21, 0010 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. B 9/17/80 CERTIFIED TO: 12/3/94 RICHARD M. CALLAHAN AND LINDA CALLAHAN, REALTY TITLE, INC., 8305 NATIONS TITLE INSURANCE OF NEW YORK, INC., CORAL GABLES SAVINGS AND LOAN ASSOCIATION. CORE CONCRETE CH CHORD FIRM PERw ANENT REFERENCE MONUMENT Cm CONCRETE MONUMENT NOTES: 1 F`,i? PP.'J=E?i:C,it If.L L.''S1 IG S4' /E SZ,I 'I'. EJTANTANGENTPCPPERMANENTCONTROLPOINTFOFOUND1) NOT VALID UNLESS SIGNATURE 15 EMBOSSED wTH THE '1 FENCE OWNERSHIP NOf DETERMINED UNLESS OTHERWISE I HEREBY C ) THIS BCUNOARY SU MEETS THE 2 2 WOOD FENCE 0 OELTA PCB POINT OF BEGINNING R/w RICHT-OF-WAY REGSTERED LAND SLRVEYORS SEAL NOTEO. MINIMUM IEAL ANOAROS AS SET FORTH BY THE I QO IaPROPERTYCORNERLARCLENGTHPOCPOINTOFCOMMENCEMENTORBOFFICIALRECORDBOCK2) LEGAL DESCRIPTION PROVIOEO BY OTHERS, 3) MEASUREMENTS TO WIRE FENCES ARE 70 CENTER OF WIRE. FLO 0 PR -SSI' NFL LAND SURVEYORS INtPROPERTYLINERRADIUSPCCVPOINTONCURVEFFFINISHEDFLOOR }) PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR i) MEASUREMENTS TO MOOD FENCES ARE i0 OUTSIDE OF MOOD- R C '' RIOA IN THE CODE PURSUANT rL.ntCENTERLINEN/D NAIL AND DISC PC POINT OF CURVATURE EL ELEVATION EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT 10 WALL MEASURES I I\`IJ/IL,fI IL Jf-'-IL JI (R) RECORD MEASUREMENT CL CLEAR PI POINT OF INTERSECTION c ) ARE !0/FROM FACE OF WALL. - 70 cC %2- T'c5. JM) FIELD MEASURED ENCR ENCROACHMENT PT POINT OF TANGEVCr ANTS NOT TO SCALE SHOWN ON THE PROPERTY PLAT OF RECORD. •+.) DRACONC DISTANCE 9ET1vEn WALL$ ANO/OR FENCES ANOW/ NOR ) BEARINGS WHERE SHOWN ARE PR PLAT UNLESS PROPERTY UNES MAY BE EXAGGERATED FOR CLARITY. / a `_ /a / T2 a T aF0•CP FOUWO 4•CONCRETE POST FIP FOUND ROAN PIPE PAC POINT OF REVERSE CURVE N NORTH OTHERWISE NOTED. AA6&( y&% D E3, OIlVV . A ANSRBSET1/2' O"ETER REBAR FRB FOUND REBAR PCC POINT OF COMPOUND CURVE S SOUTH S) UNCERGROUNO UTIUTIES. FOUNOATIONS, OR OTHER TYp. TYPICAL NEIGH NEIGHBORING PROPERTY O.U.E. DRAINAGE & UTILITY EASEMENT E EAST IMPROVEMENTS. IF ANY. WERE NOT LOCATED. L I -L.S. _ ,.: s _ _ _ _ _ _ r¢ Y, - t MORE OR LESS OUR SUBJECT PROPERTY U.E. UTILITY EASEMENT W WEST $) ELEVATIONS. IF SHOWN ARE BASED ON NATIONAL GEODETIC S cRED LAND SURVEYOR NO. 52L8 , > T 2x 2 it00 2XZ- 70 f-GOrelOA ROOM Vq se,..o .; I V BA MOO, G//z S i9N fVAO Z,x1 AQO sxs 2xZA40 zxz 6 Zx sl x w Nao i Oo G/NOo ZjC2 rx1 jC STiN Mawr w9"- o440 z xi 7 ' 2x ' Z x y PAIR 0O uq 2 50 14 G w ow IA wIf cc 3'6 " 21 y kL ` x s T/.G' s Zj&e7 jr 4l 1piGdi+flZo 61-LJIMV a- avI,itvI c-'vr-ie- 5t9k FCVQ0, F4 3-2V3 oo?) 3a v _ 7 ,y w m GLASS & MODULAR ROOMS INTERIOR BEAM (SEE TABLES 313.1.4) S J SLOPED SOLID ROOF SCALE: N.T.S. ALUMINUM ROOF'SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3B.1.5) SECTION 3B HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST LOSU HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTORk FL 32121 TELEPHONE: (386) 767-4774 FAX: (346) 767.6556 COPYRIGHT 2904 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.3 B •' SECTION 313 t GLASS & MODULAR ROOMS EDGE BEAM (SEE TABLES 36.1.1, 36.1.2 & 36.1.3) LW` OR MAX H' UPRIGHT / HEIGHT (h) VARIES MIN. 3-112" SLAB ON GRADE OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF ( FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 36-70, 71, 72) HEIGHT OF UPRIGHT IS MEASURED FROM. TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 1"x2" LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' lP12' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) SEE TABLES) W O.H. SOLID ROOF NO MAXIMUM / / W ai ELEVATION SLAB OR GRADE) i P = PROJECTION FROM BLDG. VARIES VARIES I LW = LOAD WIDTH NOTES: ly 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 TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 36.1.4.USING P/2 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-1231 130 140 150 8 10 1 #12 12 TYPICAL GLASS ROOM SCALE: 3/16" =1'-0" Lawrence E. Bennett, P.E..FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674T74 FAX (386)767-65% PAGE COPYRIGHT 2W4 313-2 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS SECTION 313 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF o SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1)1/4" x 1-3/4" TAPCON TO rSLABORFOOTINGI ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 4" MIN.' (2) #5 BAR CONT. 1) #5 BAR CONT. • 7-0 MIN. 3-1/2 P. -t BEFORE SLOPE ALL SLABS) 05 -\N7 1/RoM<1 a 12" TYPE I TYPE II TYPE IIIFLATSLOP ' TING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING0-2" / 12" 2" / 12" - T-10" > 1-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soilshallbeverified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab I foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projectionfromthehoststructureofthecarportorpatiocoverexceeds2V-0". Then a minimum of a Type II footing isrequired. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or , crack control fiber mesh: Fibermesh ® Mesh, InForceT" e37" (Formerly Fibemiesh MD) per maufacturersspecificationmaybeusedinlieuofwiremesh. 5. If local building codes. require a minimum footing use Type II footing or footing section required by localcode. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = T-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-71 SECTION 36 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 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 -10 x 10 W.W.M. OR FIBER MESH GLASS & MODULAR ROOMS I" x 2" TOP RAILS FOR SIDE WALLS NITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 100 7'-0" 110 6'-7" 120 6'-3" 123 6'-1" 130 5'-8" 140 5'-1" 150 4'-11" INTERNAL OR EXTERNAL U CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1x2OR2x2ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1/16" 0. 045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S. M.S. 1" x 2" x 0.032" MIN. OPEN EXTRUSION 1- 1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CNN. ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 767-4T74 FAX: ( 386) 767-6556 PAGE G 3 B-1 NOTCOPYRITO BHTEREPR2004ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 313 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 GLASS & MODULAR ROOMS 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 CONCRETE ANCHOR PER TABLE) 1-1/8" MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 1 SCALE: 3" =1'-0" 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 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 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 # 16W CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA: FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE Q COPYRIGNT2064 36-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 313 GLASS & MODULAR ROOMS COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOV* 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" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)767-4TT4 FAX: (386) 767-65% 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.) COPYRIGHT 2004 PAGE 3B-14 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS' & MODULAR ROOMS I SECTION 313 Table 3B.1.3-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen Rooms Converted to or Typical Construction of Glass / Enclosed Rooms For 3 second wind gust at 120 MPH velocity; using design load of 27 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" wl Snap Cap Attached 1" x 2" x 0.044" to 2" x 2" x Existing Load Width (ft.) Max. Span I (bending'b' or deflection d') Load Width (ft.) Max. Span I (bending V or deflection d) 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 3 2 Span 3 Span 4 Span pMax. Cantilever 5 4'41' d 5'-9" b 5'-0" b 1'-3" d 5 5'-8' d 6'-7" b 6'4" b 1'-5" d 6 4'-8 d 5'-3" b 5'-1" b 1'-2" d 6 5'-4" d 5'-11" b 5'-10" b 1'-4" d 7 4'4" b 4'-10" b 4'-r b I 1'-1- d 7 4'-11" b 5'-7' b 5'-4" b V-4- d a 4'-1" b 4'-0" b 4'-5" b 1'-1" d 8 4'-V b 5'-2" b 5'-0" b 9 3'-10" b 4'-3" b 4'-2" b 1'-W d 9 4'-5' b 4'-11' b 4'-9" b 1'-2" d 10 T-8" b 4'-1' b 3'-11" b 0'-11" d 10 4'-2" b 4'-' b 4'-0' b 1'-2" d 11 3'-5" b 3'-10" b 3'-9" b 0'-11" d 11 3'-11' b 4'-5' b 4'-3" b 1'-1' d 12 3'-4' b I 3'-W b 3'-7' b 0'-11" d 12 3'-10' b 4'-3" b 4'-1" b 1'-1" d 2" x 2" X 0.044" to 2" x 2" x Existing Load Width ( 1t.) Max. Span I (bending'b' or deflecuon'd) 1 & 2 Span 3 Span 4 Span Max' Cantilever 5 6'-11" b 7'-9" b 7'-6" b 1'-9" d 6 4" b 7'-1" b 6'-10" b 1'-8" d 7 5'-11" b 6'-T b 6'4" b 1'-7" d 8 5'-6" b 6'-2" b 5'-11" b 1'-6" d 9 5'-2" b 5'-10" b 5'-7" b 1'-6" d 10 4'-11" • b 5'-0" b 5'-4" b 1'-5" d 11 4'-8' b 5'-3" b 5'-1" b V-4" d 12 4'-W b 5'-0" b 4'-10" 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. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: ( 386) 7674774 FAX: ( 356) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 313-39 SECTION 313 1 GLASS & MODULAR ROOMS Table 313.3.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms Converted to Glass I Enclosed Rooms For 3 second wind gust at 110 MPH velocity; using design load of 18 #/SF Aluminum Alloy 6063 T-6 Tributary Load Width W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-0" 1 6'-0" 1 6'-6" 7'-0" 7'-6" Sections Allowable Height H' I bending'b' or deflection'd' 2" x 2" x 0.044" with 8'-7" d 8'-2" d 7'-9" d 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b Snap Cap attached 1" x 2" x 0.044" 9'-10" d 9'-4" d 8'-11" d 8'-0" b 8'-1" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b to 2" x 2" x Existing 2" x 2" x 0.044" 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'A" b 8'-1" b 7'-9" b to 2" x 2" x Existing 3" x 3" x 0.093" Sq. Tube 12'-9" d 12'-2" d 11'-7" d 11'-2" d 10'-9" d 10'-5" d 10'-2" d 9'-11" d 9'-8" d 9'-5" d 3" x 3" x 0.093" to (1) 13'-9" d 13'-1" d 12'-6" d 12'-0" d 11'-7" d 11'-3" d 10'-11" d 10'-7" d 10'-4" d 10'-2" d 1" x 3" x 0.44" Open Back Load to 3" Direction)' 3" x 3" x 0.125" Sq. Tube 13'-11" d 13'-3" d 12'-8" d 12'-2" d 11'-9" d 11'-5" d 11'-1" d 10'-10" d 10'-6" d 10'-3" d 3" x 3" x 0.093" to (2) 14'-7" d 13'-10" d 13'-3" d 12'-9" d 12'A" d 11'-11" d 11'-7" d 11'-3" d 10'-11" d 10'-9" d 1" x 3" x 0.44" Open Back 3" x 3" x 0.093" to (1) 15'-5" d 14'-7" d 13'-11" d 13'-5" d 12'-11" d 12'-7" d 12'-3" d 11'-11" d 11'-6" b 11'-1" b 1" x 3" x 0.44" Open Back Load to 4" Direction' 4" x 4" x DAM' Sq. Tube 18'-10" d 17'-11" d 17'-1" d 16'-5" d 15-10" d 15'-5" dl 14--11" ZT. 14'-7" d 1 14'-2" d 13'-10" d Note: Load assumed to be applied in the direction normal to the specified side. Spans may be interpolated. Table 36.3.1-120 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms Converted to Glass I Enclosed Rooms For 3 second wind gust at 120 MPH velocity; using design load of 22 #/SF Aluminum Alloy 6063 T-6 Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 6'-0" 1 6'-6" 7'.0" 1 7'-6" Allowable Height H'! bending 'b' or deflection'd' 2" x 2" x 0.044" with 8'4" b 7'-9" b 7'-3" b 6'-10" b 6'-5" b 6'-2" b 5'-11" b 5'-8" b 5'-5" b 5'-3" b Snap Cap attached 1" x 2" x 0.044" 9'-2" d 8'-8" b 8'-2" b 7'-8" b 7'-3" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b to 2" x 2" x Existing 2" x 2" x 0.044" 11'-2" b 10'-4" b 9'-8" b 9'-1" b 8'-7" 8'-3" b 7'-10" b 7'-7" b 7'-3" b 7'-0" b to 2" x 2" x Existing 3" x 3" x 0.093" Sq. Tube 11'-11" d 11'-4" d 10'-10" d 10'-5" d 10'-1" d 9'-9" d 9'-6" d 9'-3" d 9'-0" d 8'-9" b 3" x 3" x 0.093" to (1) 12'-10" d 12'-3" d 11'-8" d 11'-3" d 10'-10" d 10'-6' d 10'-2" d 9'-11" d 9'-8" d 9'-6" d 1" x 3" x 0."" Open Back Load to 3" Direction)* 3" x 3" x 0.125" Sq. Tube 13'-1" d 12'-5" d 11'-10" d 11'-5" d 11'-0" d 19-8" d 194" d 10'-1" d 9'-10" d 9'-7" d 3" x 3" x 0.093" to (2) 13'-8" d 12'-11" d 12'-5" d 11'-11" d 1 V-6" d 11'-2" d 10'-10" d 10'-7" d 10'-3" d 10'-1" d 1" x 3" x 0."" Open Back 3" x 3" x 0.093" to (1) 14'-5" d 13'-8" d 13'-1" d 12'-7" d 12'-2" d 11'-9" b 11'-3" b 10'-9" b 10'-5" b 10'-0" b 1" x 3" x 0."" Open Back Load to 4" Direction 4" x 4" x 0.125" Sq. Tube 17'-7' d 16'-9" d 15'-11" d 1"" d 14'-10" d 14'-5" d 13'-11" d 13'-7" d 13'-W" d 12-11' d Note: Spans may be interpolated.' Load assumed to be applied in the direction normal to the specified side. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE: (386)767.4T74 FAX: (386) 767-6556 PAGE Q COPYRIGHT 2004 36"50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. t-t6-toot 11:37an ;roe -CUSTOM MIMJOWS f13523552324 T-'V P.00'. :-3;1 FASTENER -LOCATIONS TEST Bw I--- 5 /y The test specimen was mounted to the Lest buck using 'rffRltrN W ) (711' 1114 ) screws located at location shown-t. RETRO-DADE COUNTY REQUIRED NATIONAL CERTIFIED TESTING LABORATORIES JOB No. • /VCrl--zoo-ys-.3 COMPANY: Cysl-d^ wf avow TEST DATE : 7-/G - 9 7 ALUMINUM TCRCC. CNCLDSVRC - M[.MCR Dr Of.CRS CAULK It TVCCN VINDOV rLAMGC SGCCM CNCLOSURC V1.DOV rRA.0 CAD Vt.D.y CIG r GI AZ IMG 111.I VINDOV FRAME SILL I INSTµ1.010M SCRCV AMCMOR AVIK SCTvCCM .gNDOv rLA.GC L S:ACCN CNCLOSU2t V/VULKCM 110 AD.CSIV( CAULK R SCrIKC-MOREMEAD SM11500 AIMCSIVC CAULK ALUMINUM SCC:[N CMCLOSURC - MCMICR Mr 07. ERS 11 INSTALLATION Itt:v ANCMM S1NIf At NEW& ItC2 NOTES, A - EXTERIOR ELEVATION OX, OR XO MUCK MCMAT RICK WIDTH SHIN SPACE GLA21.3 N,AJ KVAINUIf SCRCCN CNCLOtuRCMOORI, CIMCRi N INSTALLATION B SC*SV ANCHM t"IN AS RCD•D WE NDTES) VINIOV tome ' JANI CALLK ICTVCCN VI.90V FLANGE VINCOV V10TN ICRCCN ENCLOSURE SECTION B-B AL ALVNINIM ALLOT I/67. MOLES IN "CAD S J M S $max D DC PLACE DI SCREW ANCMORt t,• FROM IIA*. MI SIKVS IN SILL SICLLD At A 71 CAULK DENfND VINDDV rLANGC I MEAD L JANIS Vt?" LATER CAULK1CN/CC-MORC"C-D SM93000ADHESIVE CAWLCAPPLICATION Cr CAULKS L SCALANTS MILT CDMK• V114 tCALAMT IIAMUrKTUACRI IC[DMCNIMTIp+t Al OLAti rMtCRMCSi MAY VART PER INC RCOVIRENCNTS Or AM C13M GLASS CHARTS. SINGLE GLAZING IS SKI. INSULATING GLASS IS OU O7f44ASRC'D. AT EACH INSTALLATION ANHOR VtM LOAD// SCARING SHIN M R KLDVADLC tM1H STACK TO DC 1I61. USE ZMtM% VMCRC SPACE 19 CREATE* MAN 1/116'. VINTTALLATIOM AS STATED MCREIN CON LICS VITM TMC FLORIDA MLOING COOL B B FCDESIGN PRESSURE APACITY= 40.01 PSF a EXTERIOR ELEVATI N S"I" SPACE XOX , E. y A B-0JL1C/ C N1St41i CUSTOM WINDOW SYSTEMS, INC. SAN At RM•A AC '_ OCALA, FLORIDA WE MCTU) hr+ R 1 e SERIES 7000 MR INSTALLATION DETAIL IN ALUMINUM PORCH ENCLOSURE a" NAMIEL MARTINEZ BB " 2/27/02 Nrjft' K. CIVIL 1'4" N.T.S. low."DCVS0118 0 ALL Ao 47IB2 1 r TZtr I /Y 1 004/ 01A I 0000 Q1"&d1f IM. M MII MIR N, 4T16 MIN ML IKAfMOV. f IINA NN ft" NP 01I410 FAA 11f 80- 11/ NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO. FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240.8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2696-2 Test Date: 8127101 Report Date: 9113101 Client: Custom Windows 91 N.E. 16th Street Ocala, FL $2670 Test Specimen: Custom Windowss Series "7000 SPS" Type OX Horizontal Sliding Aluminum Prime Window (HS-C40)(Downsized)(Reference Report NCTL 210-2696-1 for Air and Water Results). Test Method: AAMAINWWDA 101 /I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a type OX horizontal sliding aluminum prime window measuring 75-1 /2" wide by 75-112" high overall. The active panel measured 36-314" wide by 71- V4" high. The fixed lite was glazed to the frame members, providing a viewing area of 35" wide by 71"high. Rram.e and panel members were not thermally broken. One (1) metal cam -type sweep lock was located at 7" from each end of the interior active meeting stile. The metal keeper was extruded onto the fixed meeting stile at the lock positions. A plastic roller and plastic housing were located at each end of the active panel bottom rail. The frame was of triple screw butt -type corner construction with closed cell foam gaskets. The active panels were of double screw butt - type corner construction. The fixed meeting stiles were fastened to the head and sill with one (1) screw. Glazing: The active panel and fixed lite were exterior glazed using 0.185" thick annealed glass with an adhesive back bedding and an exterior snap -in extruded aluminum glazing bead . Weatherseals One (1) strip of "Q-Lon" bulb vinyl weatherseal on the vertical leg of jamb stile. One (1) strip of weatherstrip 0.300" high was located on the interior and vaerior perimeter of jamb stile. One (1) strip of weatherstrip 0.140" high was located on the interlock of the meeting stile. One (1) strip of weatherseal 0.180" high was located on the interior and exterior vertical leg of the top rail. One (1)1 /2" strip of polypile weatherstrip (0.230" high) was lotate&dl the,." interlock position of the head/fixed stile and sill ffimd stile location. :, : { :; 1. PROFESSIONALS IN THE SCIENCE OF TESTING Custom Window Systems 2 NCTL-210-2696-2 1 Weeps: One (1) weep hole measuring 1-3/8"x 1/8"and emP1oY z a Plastic weep coder waslocatedat3" from each end of the exterior sill face. One (1) weep hole measuring 1.112" x 114" was located at 1-112" from each end of the interior sill track. TWo (2) weep holes measuring 1 /2" x 1/8"was located at mid -span of the exterior sill track. One (1) weep hole measuring 1-1/2"x1 /8" was located at each end of the sill track. Interior & Exterior Surface Mnish: White painted aluminum. Sealant.• Fume corners were sealed with silicone sealant. Screen: N/A TEST RESULTS µ&C Ut ecnoa M—easured Allowed2.1.4.2** Uniform Load Structural - ASTM E330 52.5 psf Exterior 0.045" 0.287" 52.5 psf Interior 0.090" 0.28r OPTIONAL PERFORMANCE Psr..No. Title of Test & Method Measured Alto4.4.2 ** Uniform Load Structural - ASTME330 60.0ps/Exterior 0.158" 0.287" 60.0 psf Interior 0.165' 0.287" Downsized Reference Report NCTL 210-2696.1 for Air and Water Results). No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 9/13/01 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/ NWWDA 101 /I.S.2-97 for air infiltration. The listed results were secured by using thedesignatedtest -methods and indicate compliance with the performance requirements of thereferencedspecifcatWparagraphsfortheHS-C40 product designation. Detailed drawings were available for laboratory records and compared to the lest specimen at shetimeofthisreport. A Copy of this report along with representative sections of the test specimenwillberetainedbyNCTLforaperiodoffour (4) years. The results obtained a 1 only to thespecimentestedNoconclusionsofanykindregardingthePP c Y in the lest s Y from or inadequacy of the glassspecimenmaybedrawnthistest. This report does not constitute certification ofOWproductwhichmayonobegrantedbyacertificationprogramtWidator. NATIONAL CERTIFIED TESTIIIIG'ABOT01q 1,,g. DAN CONYERS Laboratory Manager y1 J NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD.• ORLANDO, FLORIDA 32837PHONE (407) 240-13% • FAX (407) 240-8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2696-1 Test Date: 8127101 Report Date: 9113101 Client: Custom Windows 91 N.E. 16th Street Ocala, FL 32670 Test Specimen: Custom Window's Series "7000 SPS" Type XOX Horizontal Sliding Aluminum Prime Window (HS-C40). Test Method AAMAINWWDA 101 /I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a type XOX horizontal sliding aluminum prime window measuring 121-318" wide by 67-114" high overall. Both active panels measured 40-1 /4" wide by 63-3/4" high. The fixed life was glazed to the frame members, providing a viewing area of 37- 1 /4"wide by 62-3/4" high. Frame and panel members were not thermally broken. One (1) metal. cam -type sweep lock was located at 7" from each end of the interior active meeting stile. The metal keeper was extruded onto the fixed meeting stile at the lock positions. A plastic roller and plastic housing were located at each end of the active panel bottom rail. The frame was of triple screw butt -type corner construction with closed cell foam gaskets. The active panels were of double screw butt -type corner construction. The fixed meeting stiles were fastened to the head and sill with one (1) screw. Glazing: The active panel and fixed life were exterior glazed using 0.185" thick annealed glass with a silicone back bedding and an exterior snap -in extruded aluminum glazing bead . Weathersealm One (1) strip of "Q-Lon" bulb vinyl weatherseal on the vertical leg of jamb stile. One (1) strip of weatherstrip 0.300" high was located on the interior and exterior perimeter of jamb stile. One (1) strip of weatherstrip 0.140" high was located on the interlock of the meeting stile. One (1) strip of weatherseal 0.180" high was located on the interior and exterior vertical leg of the top rail. One (1)1Ir strip of polypile weatherstrip (0.230" high) was at the interlockposition, of the head/ pofixed stile and sill/fixed stile location. PROFESSIONALS IN THE SCIENCE OF TESTING Custom Window System8 2 NC7L-210-2696-1 Weeps: One (1) weep hole measuring 1-3/8" x 1 /8" and employing a plastic weep cover waslocatedat3" from each end of the exterior sill face. One ( 2) weep holes measuring 1 / 1) we hole measuring X-1/2"x I/4" was located at 1-1 /2" from each end of the interior sill track. 71co 2" x 1 /8" was located at mid -span of the exterior sill track. One (1) weep hole measuring 1-I /2"x1 /8" was located at each end of the sill track. . Interior & Exterior Surface Finish: White painted aluminum. Sealant: Frame corners were sealed with silicone sealant. Screen: N/A TEST RESULTS Pnr, No. 2.2.L6.1 21t1e of Test & Method Operating Force Measured A&wed Active Sash Up Down 12 f 25 lbf 4 lbf 25 lbf 2.2.1.6.2 . Deglazing - ASTM E987 Active Sash Meeting Rail (70 lbn bottom Rail (70 lbn 3.2 % (0.016") Left Hand Stile (501bD 4.2 % (0.021') <1000% Right Hand Stile (50 lbl) 3.2 % (0.016') <1D00/, 2.8 % (0.0149 <1000% 2.1.2 Air Infiltration - ASTM E283 1.57psf (25 mph) 0.09 cfm/ft' 0.3 cfm/ft' 2. L3 Water Resistance - ASTM E547/ASTM E331 5.0 gnh/fP W77= 4.5 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural - AST 4I E230 45.0 psf Exterior 45.0psf Interior 0.030" 0.256 0.015 0.256 2.1.8 Forced Entry Resistance - ASTM F588 Level 10 See Appendix A for test results) Meets As Stated Note: After the first water test, a sill riser was added to the interior vertical sill lees xgi4ijg thesillfrom1-1 /2" to 2-1 /27tigh. Custom Window Systems 3 NCTL-210-2696-1 OPTIONAL PERFORMANCE Par. No. 7ltle of Test &Method 4.3 Water Resistance - ASTM E5471ASTM E331 Measured Allowed 5.0 gph/ ft' WTP= 6.0 psj No Leakage No Leakage 4.4.2 ** Uniform Load Structural - ASTM E330 60.0 Exterior 60.0 Interior 0.150" 0.256 0.110" 0.256 No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 9/13101 The tested specimen meets (or exceeds) the performance levels specifiedNWWDA101 /I.S.2-97 for air infiltration. The listed results wesecured by u ng ojAAMA/ designated test methods and indicate compliance with the by using the referenced specification paragmphs for the HS-C40 product designation. requirements of the Detailed drawings were available for laboratory records and compared to the test specimen at thetimeofthisreport. A copy of this report along with representative sections of the test specimenlwillberetainedbyNCTLforaperiodoffour (4) years, The resultsspecimentested. No conclusions of any kind regarding the obtained apply only a the in the test specimen may be drawn from this test. This reportdoes not coyor nstituteutecertificationquacy fthe glass the product which may only be granted by a certification program validator. of NA77ONALLC,ER7IFIED TESTING LABORATORIES Agn(fin e/Sy DAN CONYERS Laboratory Manager Custom Window Systems - 4 NCT L-210-2696-1 APPENDIX A Forced Entry Resistance Test Results Test Method ASTM F588-97, "StaUdard Test Method for Measuring the Forced EntryResistanceofWindowAssemblies, Excluding Glazing Impact". TEST RESULTS Pamph No Loads Llura ion Measured Allowed IO. Y-Lock Manipulation 5 Minutes No Entry No Entry 10, 2.1.1-Test AI L1=150 lbf I Minute . No Entry No Entry 10. 2.1.2-Test A2 LI=150 lbf I Minute L2= 75 lbf interior No Entry No Entry 102. 1.3-Test A3 LI=150lbf I Minute L2— 75 lbf exterior No Entry No Entry 10. 21.4-Test A4 LI=150 lbf I Minute L2= 75 lbf interior No Entry No Entry 10. 2.1.5--Test A5 L1= 150 lbf 1 Minute L2= 75 lbf exterior No Entry No Entry 10. 2.1.7--Test A7 LI=150 lbf I Minute L2= 75 Ibf interior No Entry No Entry L3= 25 lbf interior 10. 2.1.8 Lock Manipulation 5 Minutes 10, 2.4.I Fixed Lite 5 Minutes LockManipulationNo Entry No Entry No Entry No Entry j d KV11MJ SCRCCN L MCNRCt. OR Y OtNCRi N At ACOIAMCCNOTES) D90RN/L.NCC CL SCRCCN CNCLOSURC, I DOOR FRANC ICAD DOGHEIGHT ERtCRIOit DOOR IRANC SILL ICRINCTCR CAULK IT OTHERS a a _ a Q 4 4 a 4 0 4 4 / 4 LIICRKLT A LT CAULK DR SET tILL IN COMCRCTC OR MAtCANY i INTT,LLATtOM ANCHOR CONCRLTC G MASONRY O/IV DIA TA/COM Y OTMCNS SECTION A -A 1 IUCvt VIDTH SMIMI/A' MAX L$i SCR[v ADD!T16vK NGC r S ACE OCATION! tl> RCA. NJ DOOR /R,MC JAR$ SHIM AS RCO'0. SEC MOTCS) ALUMINLM SCRCCN MCLOSURC " MCMICR IT OTHERS 1 1 ' RT[RtOR ofINtTKlATlO< CAULK $CIWECN DOOR /LANCE L tCRCv ANCHOR SCRCCN ENCLOSURE 1 SECTION B-B t) Dmt /RAMC MATERIAL ALUMINUM ALLOT $061 RH CA;&< /CNIRD DOOR /LANOC R HCAD L JANDS V17H LATER CAULK, APPLICATION OF CAULKS L CEALAMTS MUST COMPLY VITN SEALANT MANU/ACTLNERS RCCOMCMDATIOMS. R$ DVALLATION SIMv ANCHOR[ R MCAD L JAMIf TO IC ILACtd $' /ROM CONNERS EV O.C. MAX AN SCRCvS TO It USCG tU ATI[A. MINCE tt) At DCADIOLt STRIKE PLATE. (R) AT CtLIMWICAL LOCK STRRC PLATE. 3/1$' DIA. CONCRM SCRCV ANCHORS R SILL MIST /C or FUR/1c:ENT LCNGTM TO ACMICVC MIM E111CRCN1 O! 1-J/4' INTO wSOM1i a CCNCJRCTC. NAIL ALLOVAV.[ SPACING ICTVCCN ADDITIONAL ANCHOR TAICO(S TO K V /ROM CORHCRS L RL' O.C. MAX LOCATIONS S) 11 GLASS IS CWLOTCD GLASS HOST IC TCR ERCDA INSULATING GLASS AND IIMGLC GLAZING ARE OUKI/IED, U SH44 Al RCO'D. AT CACN INSTALLATICH ANCHOR' V17M LOAD CARING SMIM MAIL ALLOVAtL[ SHIN STACK TO IC 1/4'. USC SHIMS VNC SPACE IC GRTATCR TMAM 1/1$'. T) 1N ALLATIO/ At STATED MCRCIN CORKiCt VITM tM[ lLORIDA IUILD COD[. I . ELEVATION VIEWED FROM EXTERIOR i 1CUSTOM WINDOW SYSTEMS, INC. OCALA. FLORIDA DESIGN PRESSURE ' tJl`O GUARDIAN DOOR INSTALLATJON DCTAIL CAPACITY = s50.0 PSF 1 IN ALUMINUM PORCH CNCLDSURE 3 mcol, MANUCL NARTINCZ 881. 4/22f02 vino SL. evt w '.'. CIVILN.T.S. CVS0133 i 14 AL6 MO 47182 L[v. It L P 7G _ I Of 'I MV./$ N M$Isr NPMLLAw IwN. ML IAw<MIOML rl, was $I ICA1Rww nRMr LIw AK ..I ..Hn.A r.l Mf IMA.wA '',. DOOR VIDTN r PRIME DOOR Window in door has a C-40 rating. ff JL 8 x Philips flat head zinc screw. I Manufacturer Recommended: 1. Mount securely with #8 x Philips flat head zinc screws through pre -drilled center hole in hinges. 2.- Mount #8 x 9/16" hex head screws through pre -punchedholesinz-bar. A #8 x 1 hex head screw may also. be used. CUSOM WINDOW SYSTEMS. INC.IOCALA, FLORIDA q4 NATIONAL -CERTIFIED. 'TESTING -LABORATORIES.. 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 PHONE (407) 240-1356 • FAX (407) 240-8882 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. 161h Street Ocala, FL 32670 Test Specimen: Custom Window Systems Inc.'s "Model Guardian" Prune Aluminum BalconyEntranceDoorSystem. (HGD-LC40) Test Method: ANSI/AAMA/NWWDA 101/I.S. 2-97, "Voluntary SpecsVinyl (PVC), and Wood Windows and Glass Doors. for Aluminum, HGD-LC40 36 x 80) TEST SPECIMEN DESCRIPTION General: The specimen tested was a combination prime entry door/single hung entry systemmeasuring37-112" wide by 80-3/4"high overall by 2"thick. The active leaf measured 34-7/8" wide by 78-3/4"high. The active leaf members were separated by a styrofoam core. The mainframeandwindowmemberswerenotthermallybroken. The active leaf stiles and both top andbottomrailsmeasured4-114" wide. The active leaf corners were mitered construction using four4) stainless steel rivets and aluminum corner gussets each. The main frame was of double screwbutt -type corner construction. An extruded aluminum threshold was used at the frame bottomwithanoverall -interior vertical height of 1". Four(4) 3"x 3'steel butt hinges were used for doorleafoperation. Two (2) stainless steel rivets per hinge were used to fasten them to the main frame. Each hinge incorporated one (1) (#6 x 1-114") 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 werelocatedatthelockjambatlockpositions. Single Hung General. A series "3500" single hung window was employed into the active leafmeasuring'27--3/4" wide by 60-1 /2" high overall. The active sash daylight opening measured 22- 1/8" wide by 25-7/8"high. The fixed lite daylight opening measured 231/2" 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 waslocatedatmid -span of the top rail of the active sash. A sweep lock keeper.was extruded onto theinteriorfixedmeetingrail. A nylon stile cap was used at the top of each active sash stile: Thefixedmeetingrailwasfastenedtoeachjambwithasinglescrew. The frame and sash were odoublescrewcopedcornerconstruction. An extruded aluminum jamb liner was snap-fitte each jamb. PROFESSIONALS IN THE SCIENCE OF TESTING Custom Window Systems 2 NCTL 210-2772-1 Single Hung General Cont.: The single Hung frame was fastened to the door leaf openingusingsix (6) (#6 x I') flat head screws; three (3) per jamb. Glazing: The fixed lite and active sash were exterior glazed using 0.151"clear annealed glasswithanadhesiveback -bedding and an aluminum glazing bead. Weatherseals: A single strip of bulb vinyl weatherstrip was located at each door frame member. A single strip of center fin weatherstrip (0.360" high) was located at each active leaf stile and toprail. A single strip of polypi.le weatherstrip (0.120" high) was located at each aluminum jambliner. 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 meeting rail. Weeps: No apparent weeps employed. Interior & Exterior Surface Finish: Brown painted aluminum Sealant: TEST RESULTS Par. No. ?ytle_ Of Test Measured2.1.2 Air Infiltration - ASTM B283 Allowed 1.57psf 0.265cfm/ft0.3cfn/ft 2. 1.3 Water Resistance- ASTM E547 50 gph/ fts WTP = 3 75. ps fNo Leakage No Leakage 11. 4.2 Uniform Load Structural - ASTME330 37. 5 psf Exterior Passed 37.5 psf Interior Passed 2. 1.8 Forced Entry Resistance - ASYMF588 Level 10 Meets as Stated SeeAppendixfortestresults) OPTIONAL PERFORMANCE Par. No. pile of Test & Method Measured 4.3 Water Resistance - AST&f E5471ASTM E331 Allowed 5. 0 gph/ft' WTP= 6.0 psf No Leakage No Leakage 4. 4.2 Uniform Load Structural - ASTME330 . 75. 0 psf Exterior A. 0.03" B. 0.0.2" 75. 0psf Interior A. 0.05' B. 0.05.". TEST COMPLETED 03105102 PRODUCT TECHONOLOGY CORPoRA77ON 250INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLOWDA 32746 PHONE 407 80S-0365 FAX 407 8054366 ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE # 0402109CustomWindowSystems, Inc. 981 N.E. 160- Street Ocala, Florida 34470 Sheet 2 Report No.: NCIL-210-2772-1 Date: 04/24/02 DESCRIPTION OF UNIT Model Designation: "Guardian" Aluminum Prime Door System General Description: Prime door with aluminum stiles 4'h" x 2". Door may be glazed or solid. An axirudcd aluminumholdwithanO.A, hgt. Of 1" is employed. Glazing — If glazing is employed, glass to be 1/9 " thick tempered glass with an al g gWeather-strim A sine of bulb vinyl v er. p is located each door frame zi nba. PP 8 — single strip yl uminum Hardware — Four (4) 3- x 3- steel buttbinges arc employed One (1) deadbolt lock located at approximately 37 K- from topofdoorpanellockstile; One (1) cylindrical lock located at approximately 43- from top -of door panel lock stile Weephoks — No apparent weeps employed. EVIDENCE SUBMITTED Data compiled from the following test report NCTL-210-2772-1, signed and sealed Porte p.E, byBarryay, USE AND LIMITATIONS I. Approved for use where required wind loads do not exceed positive or negative 50.0 psf, including but not limited to theFloridaBuildingCode (wind zones of 150 mph or<), the Standard Building Code (wind zones of 110 mph a , andwherethepressurerequirementsaredeterminedbyASCE7MinimumDesignLoadsforBuildingsandOtherStructures. 2. Units 36" x 80" or smaller in size are approved under this acceptance, 3. Units employing thickeror tempered insulating glass are cinit shall be accompanied approved an der this appro ante. 4. Application for building pclamed by a sealed copy of this approval. 5. Whererequiredbylocal . adinanor, installation of unit requires impact protective system. M . uel i P Flori ion # 47I82 TESTS SUMMARY• . r Shed 3 0402109 SERIES 3500 SINGLE HUNG WINDOW TEST REPORT: NCTIr210-2772-1 Test Air infiltration c@ 1.57 psf Allowed Results ASTM E283 Water resistance 0.265 cfm 0.3 cfrn paw ASTM E547 / ASTM E331 5 h/82 6.0 psfUniformStaticAirPressure ( 75.0 Exterior No Ixa]Cage No Leakage Passed psfASTME330 Positive Uniform Static Air pressure (d 75.0 psf ,interior Negative DP-50.0 psf DP=25.0 psf Passed ASTM E330 Forced Entry DP=S0.0 1 DP— psf Passed ASTM F588 DESIGN PRESSURE RANG; No Entry No Envy Pam POSITIVE 50.0 ?SF NEGATIVE 50.0 PSF NOTE: Door Size Tested: 36" x 8V PrVared by. Product Techn0108Y Corporation 250 International Parkway Suite 250 Heathrow, Florida 3274&. Phone 407 805-0365 Fax 4q7 805-0366 Custom Window Systems ' 3 NCTL 210-2772-1 This test specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/ NWWDA 101 /LS. 2-97 for air infiltration. The listed results were secured by using thedesignatedtestmethodsandindicatecompliancewiththeperformancerequirementsof thereferencedspecificationparagraphsfortheIIGD-LC40 annealed product designation. Detailed drawings were available for laboratory records.and compared to the test specimen at thetimeofthisreport. A copy of this report along with representative sections of the test specimenwillberetainedbyNCTLforaperiodoffour (4) years. The results obtained apply only to thespecimentested. No conclusions of any kind regarding the adequacy or inadequacy of the glassinthetestspecimenmaybedrawnfromthistest. This report does not constitute certification oftheproductwhichmayonlybegrantedbyacertificationprogramvalidator. NATIONAL CERTIFIED TESTING LABORATORIES JAMES W. BAKER Technician DANIFL CONYERS Laboratory Manager Custom Window Systems 4 NCTL 210-2772-1 APPENDIX A Forced Entry Resistance Test Results Test Method ASTM F588-85 (94), "Standard Test Method for Resistance of WindowAssembliestoForcedEntry, Excluding Glazing." Note: Forced Entry Resistance Test was conducted on the bottom sash of the single hung windowintheoutswingdoor. TEST RESULTS. Para -rash No. 10.2.1.1-Test 41 Looms LI=150 lbf Duration 1 Minute Measured No Entry Allowed . No Entry 10.2.1.2-Test A2 L1=150 lbf I Minute No Entry No EntryL2=75 lbf interior 10.2.1.3 Test A3 LI=150 lbf 1 Minute No Entry No EntryL2=75 lbf exterior 10.2.1.4-Test A4 L1=150 lbf 1 Minute No Entry No EntryL2=75lbf interior 10.2.1.5-Test A5 LI=150 lbf I Minute No Entry No EntryL2=75 lbf exterior 10.2.1.6-Test A6 LI=150 lbf I Minute No Entry No EntryL2=75lbf interior L3= 25 Ibf interior 10.2.1.7--Test A7 L1=150 lbf I Minute No Entry No EntryL2=75 lbf interior L3= 25.1bf interior r 80-3/4" r, Ir Fastener Locations T' I 23" _ 17-1/2» I 23" I 23" i 23" I 6" 12-3/4' 12-3/4' " (» 37-1/2" The test specimen was mounted to the test buck usingthirteeu.(13) (# 6 x 1-1/4") screws at the locations shown Hinge Locations measured from interior Of head on right jamb. Hinge'#1 @ 6-3/4" to center of hinge Hinge 42 @ 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 N. NATIONAL CERTIFIED TESTING LABORATORIES JOB # i NCTL 210-2772-1 COMPANY: CUSTOM WR4DOWS TEST DATE: 03-05-02 CITY OF SANFORD PERMIT APPLICATION Permit # : + Date: 1'1 - OLD Job Address: QR n br sk n)- 0_,rc_. C__ SQ ni n,r ra ; F I- Z 0,-1')3 A..rDescription of Work: Historic District: Zoning: Value of Work: $ 1n'. 5 to 1 . On Permit Type: Building r" Electrical Mechanical pitunbin Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: d n • Q0 • 31 • .SO L, OOn - n613Zc-1 (Attach Proof of Ownership & Legal Description) Owners Name & Address: 1\c+_hdr fi a 1— ni i(l C oAN a2Yyx l Phone: Contractor Name & Address: q'-i t. gnQr k n 1C O r „re• _ mac cinG C eti.. V l State License Number: Phone & Fax: 'W V 'In 14 i b an Rah -1 )y Q Da.-L Contact Person: Phone: 3RL,-'7l U Q ODa Bonding Company: Address: r1ec:,+r1,C_vr4n .rr Tr%(tY, C's Q,NIl o.r A t_,cz r\,% _ c a l to1 Address: Architect/Eagioeer: L-0oprenre_ ?c.nr-,ef P1iq Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the props o1 pert; Vc Sign ure of Owner/Agent Date 117. 4 i Print Owner/Agent's Name Owner/ Agent is Personall L Produced ID L if'rrJY APPLICATION APPROVED BY: Bldg: _ Special Conditions: Ca " 0=11700 Expima Ni0arme scram " M (800433425 Drflarlda ihl of A .. In 0 / 1 Initial & Date) s applicableto this prope that may be found in the public records of such as water management 8istricts, state agencies, or federal agencies. requirements of Florid Lien Law`FS 713. Signature o ontractor/Agent ' Date i VAcas 12- rAx-e l I of litint Contractor/Agent's Name —, ature of Notary -State of Florida Date •c.,• Jeannie M Donaldson My Commission DD2519821 Contractor/ Agent is _ P— ersonally Known to Me orr` Expires October 08.2007 I Produced ID 1 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) r 08/02 NOTICE OF COMMENCEMENT A,r r THIS INSTRUMENT PREPARED BY: State of Florida County of Volusia NAME 'f u 14LAf ADDR. ZVAPermitNo F74 Tax Parcel Number - - 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 1. Description of Property: (Legal description of the property, and street address If available.) toy 58 <ynh ven \s t Plo Q 39 Pqs a 21 2. General description of improvement: ; ec•ryvl F v X 57`' Y' r c 'D- d' Sc un'I 3. Owner information: a. Name and address Rij 1 QV . in 04 14 A 4,142 a?73 la? 8vi srol c h' , S,gv irk ; rL 3 b. Interest in property c. Name and address of fee simple titleholder (if other than owner) V ELTONA ALUM. CO. INC. 946 Shadick Drive 4. Contractor: Name and addressOrange City, FL 32763 386-774-0020 386-439-8989 a. Phone number( ) Fax number ( ) 5. Surety: Name and address a. Phone number ( ) Fax number ( ) b. Amount of bond S .00 6. Lender: Name and address IN a. Phone number( ) Fax number ( ) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number( ) Fax number ( ) FOR CLERK'S OFFICE USE ONLY 8. In addition to himself, Owner designates 1. of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes a. Phone number(. ) b. Fax ,lumber ( ) CERTIFIED COPY IWARYANNE MORSE WRit Of CIRCUIT COURT lA N NTY. fLORIDA LER FEg 2 4 am 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 01-1 I Alklb4` S g ture of Owner / Print Name of Owner State of Florida County of Affirmed and subscribed before me this —3-- day of 2g W I ho is ersonally known to me or who has produced C. ISO Rr- q ?' pdy '-c (type of ID) as Identification. Print, Type or Stamp Name of Notary oriow Jeannie M DonaldsonNotarialSeat My Commission DD251982 q nd; Expires October 08, 2007