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Permit 373 5th StreetCITY OF ATLANTIC BEACH 80~ SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 24'1-5826 Application Number 06-00032411 Date 3/09/06 Property Address 373 5TH ST Tenant nbr, name GLASS WALLS UNDER Application description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 17460 Owner Contractor ------------------------ ------------------------ MAC INNES, DAVID LIFETIME ENCLOSURES, INC. 373 5TH STREET 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731-5580 Permit BUILDING PERMIT Additional desc . Permit Fee 120.00 Plan Check Fee 60.00 Issue Date Valuation 17460 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 120.00 120.00 60.00 60.00 180.00 180.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 .~ PERMIT ~~rr A~'PROVED ONLY IlV ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINti CODES. . ,~ ~+ BUILDING OFFICIAL j !.r1,y j-~~. ., ~ ~.~ CITY OF ATLANTIC BEACH cc: ;w ~ ~~~""'~~ BUILDING /ZONING DEPARTMENT D F ggms 1 ~ _s~ 800 Seminole Road ; - ~ S. oerr Atlantic Beach, Florida 32233 ,,~ Ji3l~f' (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ~~Q ' ~O~i~ ~ Property Address: S~~y ~~~ ~ ~ l 1.,~ Applicant: ~ ~ ~~~ ~'~ ~~~- C ~ ~~Tn,(_~~~-- Project: ~~ L Q.~~ ~ l.J Q.~ ~ ~ ~,~-~~ This permit application has been: ~-.G~' Approved ~ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: ~~ Date: 3` ZL~~ Date Contractor Notified: J~ i, ~? f i• S) J V~. Job Address: Owner of Property: Address: a'tLe • ~7g7 Legal Description: Block Number: ( Lot Number: c•3~~ c7 a Zoning District: Contractor: 2.. '" GL~ ' Contractor's Address: C Telephone: ~ d Fax: Describe proposed use and work to be done: ~ 0.5S ~t Present use of land or building(s): State License Number: C ~+ • ~ ~~'~'' ~ ~at• ~7~a Valuation of proposed construction: ~ ~ ~'(p~ s0 What are the dimensions of the added space: ~ ~ 1 feet x C~b, feet L'_ l Will the added area be heated and cooled? ~p New electrical or increase in service? 'T O(~t.T~2"~'~5 Add plumbing fixtures? ~_ Add fireplace? _~_ Add heating/air conditioning? ~b Is approval of Homeowner's Association or other private entity required? _ , D If yes, please submit with this application. Will th' roject involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ^ YE .See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ^ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designazion and proper setbacks for the proposed construction. >f you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Rea] Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required. written veritication must be provided with this application.) The Department of Public Works is located az: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Enerw Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) ~~ Date: ~(~ '~8.OC~ In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary' with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. 1f required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriaze for individual applications. I hereby certify that all informazipn provided with this application is correct. Signature of Date: o/' oZ~' Q I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any'manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information b°:ng true and correct and that the plans and supporting data have been or shall be provided as required. Signature of ~' a~~ C~ Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Telephone: ~c3 ~ ~ SSBb Fax: ~c3 (. 57 Sb E-Mail: AS TO OWNER: Sworn to and subscribed before me this ~ ( day of , 20~. State of Florida, County o,fy/D/ uval ..r-^.. r...n~eesu1'ee/;r'11 'V.•t~ eHNN~N~{ Cannes 000437x10 ExpilN a~Z400 sona.a IMu teoo>4s~a~~ ~~; ~~ Florida Notary AsM.. Nfit Nee~~~eeeeNeeeeeeeeeeeeeeeeeeNe~~~eee Notary's Signature: l~J ^ rsonally known Produced identification ~ ~j,,. Type of identification produced ~~"' _ AS TO CONTRACTOR: / Sworn to and subscribed before me this p7~ day of , 20 d~p . State of Florida, County of Duval ^•r'^M~'~'Meb~~mese ~ e un • e ee ueewN~~u„~ AMY GGOOWIN = ~,~ Conwris D00437210 = Expwas 8/6/1001 eondad tttru caooY~+1s•~ ~prRt~ Florida Notary Assn., Inc ......................................... Notary's Signature: • Personally known ^ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 January O1, 2405 • LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MA*1UAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Jeff Briar Lifetime Enclosures 5521 Chronicle Ct Jacksonville, FL 32256 Should you convenience Sincerely, any questions please contact me at your Law ~ ce E . B 'nett, P . E . ##16644 APPROVED CITY Ui- ATLANTIC BEACH BUILDING OFFICE MAR 0 2 2006 gay: ~,5~.----- MAP SHOWING BOUNDARY SURVEY OF LOTS 30 AND 32, BLOCK 7, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: DAVID H. MACINNES AND KAM1E A. MACINNES COMMERCIAL FEDERAL MORTGAGE CORPORATION STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. FOUND 1/2" IRON NO IDENTIflCATI °~ i j J (n aQ W o.~i 0 LOT 34 ~ N BLOCK 7 O1 of •r I W fi I ~3 33 0 ~ e O F- O o '$' ~v u-. ~ i[) In ~ b ~ ~ I 21.8' LOT 31 LOT 29 BLOGK 7 BLOCK 7 N 84'56'18" E 100.00' (PLAT) N 84 54'26" E 100.16' (MEASUF LOT 32 { { LOT 30 BLOCK 7 { BLOCK 7 { • l`r1 v~"olc'' P~~L >: ~~~ c~.. --~ ~ G r? y SD / 1~OPOSGD ~S `Z FJ~ICCUS(~Cf ---~ -~\ I ~ _ ... 22.4 0 N TWO ~ M ASO POSTED ~.r 17.B I I ~' i.' 1 +• :. ;r„'. FOUND 1/2" IRON PIPE TAMPED "DURDEN 1048" a J or O 0 0 LOT 28 BLOCK 7 x- 20.1' W w e ~ O ~ O Q ~ ~ Q 0 ~ ~ 2004 ~ DESIGN /COMPONENT SELECTION ~ 2004 Patio Room w/Solid Roof-Screen, Glass, Acrylic or Vinyl Using as a Reference A{umirnm Structure Design Manual, 2004 Edition by Lawrence E. Bennett, P.E. ASCE 7-98, FLORIDA BUILDING CODE 200.4 with March i, 2003, Aiuntinum Association Marxw! Designer: James P. Briar Date: o~ /~I200 io Owner: 7~A~v~D MA~~~E.s of LIFETIME ENCLOSURES, Inc. 5521 Chronicle Court. Jacksonville, FL 32256 Tel: 904731-5580 Fax: 904731-5750 Address: ~ 73 ~ ~ -ST~e-c~" -~~-,4.n~TiG Surd t=t~ 3 Z Z.T3 Contractor (if other than designer) Jeffery A. Briar CRCO 28471 /James P. Briar 500049530 Wind Speed: / Zc~ mph (~} Wind borne debris zone (east of Yellow Bluff Road., East of US 17 North to Nassau County, East of 9A, East of USl South of 9A and East of I-95 in St. Johns County) Occupancy Type: Construction Type: IV-P U VI - VI-UP Other Building Category ^ Screen Open ^ Partially Enclosed ®Enclosed Internal Pressure Coefficient: ^ 0 ^ .55 ®.18 Exposure Category: ^ A ^ B ® C Importance Factor: ^ .77 ®1.0 Overall Room Size: Pro jection: ~_ ft For n room of: ^ Screen walls only Length: 30.5 ft ^ Screen walls/solid roof Overhang on host structure J in. ^ Screen walls/solid roof/vinyl windows Height at the host structure /3 ft., and at the ^ Screen walls/solid roof/glass windows Load bearing wnli: ~G~..-_ ft. Glass windows by: Roof Pa Selection: page 7-30, pages 7-32 thru 7-38 and pages 7-42 thru pages 7-50 Using: 'riser panel by 12' wide 'thickness by 3105/H-25 alloy' ^ 'Composite Panel w/ 'thickness 1 Ib 1-1/2 Ib 2 lb Foam 1^OUrt~'t ~ or Miscellaneous Beam: ^ Yes ~ No page 3A-18 thru 3A-20 table 3A-1.3-(xx(Misceilaneous Screen or Vinyl Rooms), page 38-42 t 36-44 table 38.1.4(xx (glass Rooms/Enclosed Structure) Prima Tributary Load/width: ft. Desired Span: ft. Required Beam: x x S ondary Tributary Load/width: ft. Desired Span: ft. Required Beam: x x C~ Rld eam: ^ Yes ®NO page 3A-22 thru 3A-23 table 3A-1.4-(xx(Screen or vinyl Rooms), page 36-46 thru 36-47 table 5-(xx (glass Rooms/Enclosed Structure) utary Load/width: ff. Desired Span: ft. Required Beam: x x Ed e Bea page 3A-10 thrv 3A-12 table 3A-1.1-(xx(Screen or Ynyl Rooms), page 38-30 th~v 36-33 table 36.1.1-(xx(glnss Rooms/Enclosed Structure) page 3B-3 3B-41 table 38.1.3 (xx (Screen Roam converted to Glass Enclosed Room) Tr' ary Load/width: ft. Desired Span: ft. Required Beam: x x Post/Upright: page 3A-24 thrv 3A-25 table 3A.2.1(xx(Screen or vinyl Rooms), page 38-48 thru 38-49 table 36.2.1-(xx(glass Raoms/Enclosed Strurh+re) page 36-50 thrv 3&51 table 36.3.1(xx(Screen Roortrs converted to 6lass/Enclosed) Tributary Load/width: _,~ ft. Desired Span: ~ ft. Required Seam: ~_x S x .05~ Tributary Load/width: ft. Desired Span: ft. Required Beam: x x Ft Kick p late rai I, Chair rai I, W IndOW hPAderS: purge 3A-24 thni 3A-25 table 3A.2.1(xx{Screen or v;rryi Rooms), page 38-48 thru 38-49 table 38.2.1-(xx(glnss Rooms/Enclosed Structure) page 36-50 thru 36-51 table 36.3.1(xx(Screan Rooms converted to 61nss/Enclosed) Kick plate/chair rail Height 1~ in. Tributary LoadJwidth: S ~ ft. Desired Spnn: ~ ft. Required Extrusion ~_x `.~' _x ~ 0 S a Window Header Height ~o in. Tributary Load/width: 3 ft. Desired Span: 5 ft. Required Beam: ~x ~ x ~ ~S D ~1~~ cxt.. ~;ost Sc. ~c~...ir ('Ncod) ~ Now waft t'C5~ ;.t~-~C'ur_ (ma4onry} *~ Now waif Waii~ :s siab 'Naiis .a wood dcG.''. =~=~='~IFZ Nf!, FFZ ~!~~~i,1c'~r ':~"x?-1Iy"Car.G.-r'..e 5a,~.v t wft.~in C crP;,st var'cs Ara 24' o~. T Cx Z-•/Z' SU5 1 'Ni~'~ir, E' CT °cst warts ara ?4" or.. along : a e:.ash i"'eader'.a ~ 35C'.3 t ~ct-i/ ~~5 ~ I~Cr Z3T`.'."„^r 18155 laU' i. Header .J ~ia5ertr~ Wail - !4'x2-i!'i i 30008 ~rG:7Cr 1 Z-"0~. Hcadcr ;,a'Nccd Wai( ~'Gxi-i!Z"5M5 S t2'a~ ?af'1 Za:V' N ~GuC+~. TC.r.L~I~" .~iM.C'i f (~l• v.~.~.., ~uCr ~xi" ~M~ .. C :."-.._ :.`c Soxcd part . Cc.^cCSi':;, ?srci ;,-. 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C7 0 - -., t C ~. ~ wZw U ¢~ v i ~ Z Q C Q m1 OZ~" -~ w J .LL y O N ^ W i„~ x~n Q X Q Q J z O LL CO Q Z C~ ^ } W x?( O ~v~ Qw O K Z ~~ L ~C~in1U,: ... W ^ Q rJ ti ~ ~~~ C Q W W ,N W W~ Z L W Z~ U V~` ~ U ',. ~Z2UfnJZ C 0 0 0 2 p Q 0 LL C U t f c ,. ?.. ao~oo cLLLN ~ti~?Oo xz~z°a V ~ ~ W aLL`~ ma^~ Z F O O ~ N ~ C x LL r= U -, o }~~ m ~ ~ ~ Y O Q V v~~0 tae N C ~ ~Q 7 N O xJ xV l- C Q Z O -<a ~ N y w r-yu7 O O m N ?m Q W x o ;J # ~ V ,_ Z Q ' . H ~ 4 Q '"' W ~' W Z C O U W H Q Z W !- J FQ- w 0 ~. a J v a Host Structure Existing House Porch Beam I ~ ~ ~\ Edge beam span and size determined by 112 span + ove-hang or 112 span I I ~ whichever is greater using page `~ 3A-10 thru 3A-12 table 3A-1.1-xxx, i3, ~` 38-30 thru 38-33 table 36-1.1-~ooc, I 3B-38 thru 36-41 table 36-1.3-~ooc t II~ irt size and dow header d/ V1l+ Gi 1~ g n rt an or maximum span is determined using page T'- ~, 3A-24 thru 3A-25 table 3A-2.1-xxx, `~ II 38-48 thru 38-49 table 38-2.1-xxx, \ 3B-50 thnJ 38-51 table 3B-3.1-xxx i '.~. II ~~ I i Upright (post) size is determined by height requirements I• I and dstance between the uprights as shown on page 3A-24 thru 3A-25 table 3A-21-~ooc, I I 38-48 thru 38-49 table 3B-2.1-xxx, I 38-50 thru 36-5ltable 38-3.1-poor ~~ ti ~ ,f~ G I I" ~~~ i { I ~„ i ~ ~ I ~ Kickplate rail or Chair rail girt size and maximum span is ~~ \ determined using page 3A-24 thru 3A-25 table 3A-2.1-xxx, '--~ 38-48 thru 38-49 table 3B-2.1-xxx, l T ~` 36-50 thru 3B-51 table 3B-3.1-xxx i II I ~ 1!4" x 2-1/4' Concrete screw within 5' of each post and 24" fl ~ along the perimeter of the enclosure I. ~ I / ~ 1" x 2" or 1" x 3" Soleplate 1 1 ~ -~.- ;' ~ ~ Approved Foundation;' /~ TYPICAL SOLID ROOF BEARING WALL SECTION GLASS 8~ MODULAR ROOMS ~ SECTION 3B Table 36.2.2 Allowable Upright Heights, Chair Rail Spans or Header Spans For Glass ~ Modular Rooms Aluminum Alloy 6063 T-6 For 3 second wind oust at 130 MPH vPler_ity ucinn rlo~l.,., L,~a ..r ~s ~ercr Tributary Load Width 'W' =Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Allowable Height 'H' /bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-1" d 5'-10" d 5'-7" d 5'~" d 5'-2" d 5'-0" d 4'-10" d 4'-9" d 4'-7" d 4'-6" d 2" x 2" x 0.055" Hollow 6'-6" d 6'-2" d 5'-11" d 5'-13" d 5'-6" d 5'-4" d 5'-2" d 5'-0" d 4'-11" d 4'-9" d 3" x 2" x 0.045" Hollow 6'-11" d 6'-7" d 6'-4" d 6'-1" d 5'-10" d 5'-8" d 5'-6" d 5'-4" d 5'-3" d 5'-1" 'd 3" x 2" x 0.070" Hollow 7'-g" d 7'-5" d 7'-1" d 6'-10" d 6'-7" d 6'-4" d 6'-2" d 6'-0" d 5'-10" d 5'-g" d 2" x 3" x 0.045" Hollow 8'-7" d 8'-2" d 7'-10" d 7'-6" d 7'-3" d 7'-0" d 6'-10" d 6'-13" d 6'-6" d 6'-3" b 2" x 4" x 0.050" Hollow 11'-2" d 10'-7" d 10'-1" d 9'-9" d 9'-5" d 9'-1" d 8'-10" d 8'-7" d 8'-4" b 8'-0" b 2" x 5" x 0.050" S.M.B. 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'-7" d 11'x" d 2" x 6" x 0.050" S.M.B. 18'-0" d 17'-1" d 16'x" d 15'-g" d 15'-2" d 14'-g" d 14'-4" d 13'-11" d 13'-7" d 13'-3" d 2" x 2" x 0.044" Snap 6'-11" d 6'-7" d 6'-3" d 6'-0" d 5'-10" d 5'-i3" d 5'-6" d 5'-4" d 5'-2" d 5'-1" d 2" x 3" x 0.045" Snap 9'-4" d 8'-10" d 8'-5" d 8'-1" d 7'-10" d 7'-7" d 7'-5" d 7'-2" d 7'-0" d 6'-10" d 2" x 4" x 0.045" Snap 1 '- " d 11'-2" d 10'-13" d 10'-3" d 9'-11" d 9'-7" d 9'-4" d 9'-1" d 8'-10" d 8'-8" d Tributary Lo idth 'W' =Purlin Spacing Sections 3'-0' 3'-6" 4'-0" 4'-6" -5'-0"_- ( 5'-6" 6'-0" 6'-6" T-0" 7'-6" Allowable Height 'H' /bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 5'-10" b 5'-4" b 5'-0" b 4'-g" b 4'-6" b .4'-3" b 4'-1" b 3'-11" b 3'-10" b 3'-6" b 2" x 2" x,0.055" Hollow 6'-2" d 5'-10" b 5'-6" b 5'-2" b 4'-11" b 4'-8" b 4'-6" b 4'-4" b 4'-2" b 4'-0" b 3" x 2" x 0.045" Hollow 6'-7" d 6'-3" d 5'-11" d 5'-13" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 3" x 2" x 0.070" Hollow 7'-5" d 7'-0" d 6'-9" d 6'-6" d 6'-3" d 6'-1" d 5'-10" b 5'-7" b 5'-5" b 5'-3" b 2" .045" Hollow 7'- b 7'-3" b 6'-9" b 6'-5" b 6'-1" b - " b 5'-6" b 5'-4" b 5'-2" b 4'-11" b 2" x 4" x 0.05 Hollow 9'-3" b 8'-ii" b li'-2" b 7'-9" b Z'-5" 7'-1" b 6'-10" b 6'-7" b 6'-4" b _ x 5 x S.M.B. 14'-6" b 13'-5" b 12'-7" b 11'-10" 11'-3" 10'-g" b 10'-3" b 9'-10" b 9'-6" b 9'-2" b x 50" 5.M.6. 16'-10" b 15'-7" b 14'-7" b 13'-9" b 13'-0" b 12'-5" b 11'-11" b 11'-5" b 10'-11" b 10'-8" b 2" x 2" x 0.044" Snap 6'-7" d 6'-3" d 5'-11" d 5'-8" b 5'-4" b 5'-1" b 4'-11" b 4'-6" b 4'-6" b 4'~" b 2" x 3" x 0.045" Snap 8'-10" d 8'-2" b 7'-8" b 7'-3" b 6'-10" b 6'-6" b 6'-3" b 6'-0" b 5'-10" b 5'-7" b 2" x 4" x 0.045" Snap 10'-10" b 10'-0" b 9'-5" b 8'-10" b 8'-5" b 7'-11" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b ..,.~~. 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 ClV/L 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. 38-49 l , r ENGINEER'S NOTICE OF PRODUCT ACCEPT:~yCE ~020213~# Custom Window Systems, Inc. 931 N.E_ 16`" Stre`t Sheet 2 of 12 Ocala, Florida 34-170 Report Date: 02-07-02 DESCRIPTION OF' UNIT Model Desigu~tioo: "Sz; ies 7000" Horizontal Siiding Aluminum Window Genersl Description: , Frame and sash -Unit may employ flange or fin type main frame (See sneers 4 thru 6 For details). Frame and sil! members are e.~cn-uded aluminum alloy 6063-T6, with typical wall thiclZtess of .062 inches. Glazing - Single glazed units are exterior glazed with either I/8" or 3/16' thici< annealed ;lass (dep~ding on overall size). Uniu are also approved with exterior glazed 5/8" o.a insulated units. All units are ;lazed using an adhesive bedding compound. Roll formed alumina glazing bead is used on single glazed uniu; e.~ctruded rigid vinyl herd is used on units emploving insulated ;lass. Weatherstripping -Double strips of cater fin weatherstrip at sash top and bottom rails. Double strips of polvpile weathezstrp at sash jamb stile. A single strip of bulb vinyl weatherstrip at sash jamb stile. A single snip of poiypile weatherstrip at both fixed meting stile :nd sash meeting stile. . Hardware - Oce metal cam-type sweep lock located at approximately 7' from eat end of the interior me~ng stile. Weepholes -One weep hole measuring a/16" in diameter was 1o.~ted 3" from each epd of the interior sill track. One weep notch measuring 3/16" x 1-1l4" was located at 3" from each end of the exterior verricai aril wall draining the sill hollow. E`nDENCE SLBMITTED Data compiled from the following test.-eport NCTL-269Fi-I and 2 signet and sealed by Barry Portnoy, P.1~ USE ArYD LI:~tiTITATIONS I. Approved for use where required design wind loads do aot exceed positive or negative 45.0 psi; including but not limited to the Florida Bui]ding Code (wind zones of 1~0 mph or <), the Standard Building Code (wind zones of 110 tnnh or <), and whe: r :he press~e requirements are determined by ASCE 7 Minimum Design Leads for Buildings and Other Structures 2. XO and OX units 75-12" x 75-12" or smaller are approved under this acxeptanc... XOX units 12I-3B" r 67-1/4" or smaller in size are aooroved under this acceptance. 3. Uniu employing thic!cer glass are approved under this acceptance. ~. Where impact prote~on is required, installation of unit requires itZpact protecive system. ~~% ~~a,nuel tartinei, P.1= / ~1ond~ e;isuation ='7I3~ l: .~ ~- r~ TESTS SIJNINIARY: Sheet 3 aF12 020213-~ SERIES 7000 HORIZONTAL SLIDING A.I.LI1'IINTTII~1 WIlVDO~~ TEST REPORT: NCTI.r210-1957-1; 3, 5 C Test Confi~. Measured Allowed Rzsults A,ir infihration @ 1.57 psf XO ~ OX 0.9 cfrn 0.~ cfm Passed (AS1~i E233) XOX Water resistance XO ~ OX 6.0 psf 2.36 psf Passed (AS'I'1~i E547-961 E331-96} XOX 6.0 psf 3.00 psf Uniform Static ;fir Pressure Positive XO'& OX 60.0 psf 30.0 psf Passed (.~STh1 E330-96) XOX 60.0 psf 30.0 psf Uniform Static Air Pressure Ne;stive XO ~ OX 60.0 psf 30.0 psf Passed (ASTivi E330-96) 60.0 psf 30.0 psf Forced Entry No entry None allowed Passed (A.~~1 A 1303?-1976) DESIGV PRESSURE RATL`(G: Pos. & Nei. -XO c~ OX 40.0 PSF Pos_ & Nei.. - XOX 40.0 PSF Size Tested: XO ~ OX - 75-1l2" x 75-1/2" XOX- 1Z1-3/8"x67-1/4" ~~ br Pro6uct ~ Applicscion Engn~T Inc. 250Iute:nationa! 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Fuu W =°° n ~ rc W ,~ YWN.~j 7K 1 A 41 '[ VOi_ U N a N n t' ~~ ~ \\ i \\ \\ a 1 B i S t t )~ ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE #0202136 Custom Window Systems, Inc. 981 N.E. I6~ Street Ocala, Florida 34470 DESCRIPTION OF UNIT ~+ Model Designation: "Series 4000" Aluminum Fixed Picture Window Sheet 2 of 10 . Report Date: 02-08-02 ' General Description: Frame and sash -Unit may employ flange ar fin type main frame (See sheets 4 thru 6 for details). Frame members are extruded aluminum alloy 6063-T6, with typical wall thickness of .062 inches. Glazing -Exterior glazed with min_ 1/8" annealed glass on single glaze twits or 5/8" o.a.snsuIated units using an adhesive bedding compound. EVIDENCE SUBMITTED ..Data compiled from the following test reports NCTL-2180-2 and NCTL-210-2640-2 signed and sealed by Barry Portrtoy, P.E. USE AND LIMITATIONS 1. Approved for use where required design wind loads da not exceed the design pressure ratings listed on sheets 4 thru 6, including but not Limited to the Florida Building Code (wind zones of 1 SO mph or <~ the Standard Budding Code (wind zones of 110 mph or <), and where the pressure requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures. 2. Annealed glass units 73-1/2" x 61-1/4" or smaller in size are approved under this acceptance. Tempered glass units 84"x72-1/8" or smaller in size are approved under this acceptance. 3. Units employing thicker glass are approved under this acceptance. 4. Where impact protection is required, installation of unit requires impact protective system. ~~ anue z, P.E. loci Registration #47182 ?s TESTS SUMMARY: 1'j SERIES 4000 ALIJ'MIlYUIYI FIXED PICTURE WINDOW TEST REPORT: NCTL-210-2184-2 & NC1'I~210-2640-2 Sheet 3 of 10 #0202136 Test Measured Allowed Results Air infiltration @ 1.51 psf 0.01 c~ 0.15 cfm Passed (ASTM E283) Water resistance 15.0 psf 3.00 psf Passed ASTM E547-96 / E331-96) Uniform Static Air Pressure Positive Annealed 52.5 psf 30.0 Psf Passed (ASTM E330-96) Tempered 105.0 psf 30.0 psf Uniform Static Air Pressure Negative Annealed 52.5 psf 30.0 psf Passed ASTM E330-96) Tem red 105.0 psf 105.0 psf DESIGN PRESSURE RATINGS: ANNEALED UNTI`S ±35.0 PSF TEiNPERED UNITS ±70.0 PSF Size Tested: Unit employing Annealed Glass = 73-1/2" x 61-1/4" Unit employing Tempered Glass = 84" x 72-1/8" Prepared by: Product ~ Application Engineering, Inc. 250 International Parkway Suite 250 Heathrow, Florida 32746 Phonc 407 805-0365 Fax 407 805-0366 29 \ l `~ vrn o ~ A SCCD GG = m L mZ y^~~ O~I m~ P1 O~ '~ u~on iF~cci ~z v a^ '~~ C C n~a ern n^ ^A~a Nn ~z pox sn z ~ o A x~CCf GZ of D2 Z{m A~ N~ n`r Zs~ nv li n2 rtr O `. 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