Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit 1872 & 1874 Francis Ave
PERMIT WORKSHEET S noq Awe Job Address: / ,/ FiF�Cs Type Work: . Lex Property Owner: &igCfl'fiT Phone # Contractor: tw Phone# 1• P3. �f89•/o3G�� Permit#: 3y0 Date issued: O D Tree Permit# Foundation Permit# Demolition'Permit# r BUILDING ELECTRIC # MECHANICAL # PLUMBING # 1� Tem .Power# Footing JEA Release Date Temp.Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas.Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final E� Roofing Permit#, Inspect: Nailing/Sheathing Final — � 0 INCORPORATED FILE 1920 COPY �LC UNDERWRITERS' LABORATORIES OF CANADA General Ofkat and Teeing Station 7 CROUSE ROAD,SCARBOROUGH,ONTARIO MIR 3A9 Telephone 757.3611 Area Code 416 le [eplriny moo" tele, to ^^ File CR1025 Application No. 77T97 October 17, 1977 REPORT on SURFACE BURNING CHARACTERISTICS OF FIRE RETARDANT COATINGS Flame Control Coatings Inc. , Niagara Falls, New York a CR1025 -2- October 17, 1977 D E S C R I P T I O N MATERIALS COVERED BY THIS REPORT: Types "10-10" and "20-20" fire retardant base coats and Type "40-40" top coat material. GENERAL CHARACTER AND USE: The materials covered by this Report are pigmented coatings (paint) intended for application to Douglas Fir lumber surfaces to reduce the spread of flame, development of smoke and contribution of fuel resulting from exposure to fire. The coatings are intended for use on interior surfaces only as permitted by authorities having jurisdiction. Details of the formulations are of a proprietary nature and are on file at Underwriters' Laboratories of Canada for use in connection with the Follow-Up Programme. MARKING: Containers of the products will bear a label reading "Underwriters' Laboratories of Canada - Listed - Fire Retardant Coating (Base Coat or Top Coat)". Details of the surface burning characteristics in terms of flame spread, smoke developed and fuel contributed based on a comparison with untreated red oak as 100 are also included on the label together with the Flash Point of the product. CR1025 -3- October 11, 1977 T H E I N V E S T I G A T I O N - - - - - - - - - - - - - - - - The purpose of the investigation was to determine the surface burning characteristics of the coating materials when applied to Douglas Fir lumber surfaces at the coverages indicated below in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials ULC-S102-1975. This method provides a means of classifying materials as to their relative surface burning character- istics when compared with a known "combustible" such as red oak and a known "noncombustible" such as asbestos-cement board as outlined in the following table: Surface Burning Characteristics Red Oak Asbestos-Cement Board (Combustible) Noncombustible) Flame Spread 100 0 Smoke Developed 100 0 Fuel Contributed 100 0 E X A M I N A T I O N A N D T E S T R E C O R D A representative of Underwriters' Laboratories of Canada visited the manufacturing plant to witness the mixing processes and to select samples of the finished products for test purposes. APPLICATION OF COATINGS TO TEST SURFACES: DESCRIPTION OF SAMPLES The test surfaces to which the materials were applied were prepared from nominal 1 by 4 inch tongue and groove Douglas Fir lumber and 1/4 in. high density asbestos-cement board. Three sample panels of Douglas Fir each consisting of two 12 ft by 20 in. sections were prepared for each of three series of tests. Three sample panels of asbestos-cement board each consisting of three 8 ft by 20 in. sections were prepared for one series of tests. METHOD The application of the coatings to the test surfaces was performed by a representative of the submittor under the observation of a staff member of Underwriters' Laboratories of Canada. The materials were applied by roller and the coverages estimated by weighing the equipment and container before and after application. CR1025 -4- October 17, 1977 RESULTS The materials were applied at the estimated coverage rates as indicated below: Type "10-10" on Douglas Fir 230 sq ft/US gal Type "20-20" on Douglas Fir 190 sq ft/US gal Type "10-10" on Douglas Fir 190 sq ft/US gal With Top Coat of Type "40-40" 625 sq ft/US gal Type "40-40" on asbestos-cement board 350 sq ft/US gal SURFACE BURNING CHARACTERISTICS: DESCRIPTION OF SAMPLES Twelve test panels each measuring 24 ft by 20 in. as described above were used in the test programme. METHOD Each sample in turn was placed in the test chamber with a 1 ft by 20 in. section of asbestos-cement board at the end of the chamber behind the igniting fire. The top was then replaced on the chamber and the test conducted in accordance with the requirements of the Standard. RESULTS Flame Spread - For all panels the flame spread only part way along the length of the sample and the flame spread classification (FSC) was determined from the expression FSC = 5.128 d where d is the distance of flame travel in ft. Distance of Flame Travel Classification Red Oak 19-1/2 ft 100 Type 10-10 on Douglas Fir Test Panel 1 3 ft Test Panel 2 3 ft Test Panel 3 3 ft Classification 15 CR1025 -5- October 17, 1977 Distance of Flame Travel Classification Types 10-10 and 40-40 on Douglas Fir Test Panel 4 3 ft Test Panel 5 3 ft Test Panel 6 3 ft Classification 15 Type 20-20 on Douglas Fir Test Panel 7 5 ft Test Panel 8 4-1/2 ft Test Panel 9 5 ft Classification 25 Type 40-40 on Asbestos-Cement Board Test Panel 10 1 ft Test Panel 11 1 ft Test Panel 12 1 ft Classification 5 For coatings on Douglas Fir, blistering occurred between 15 and 25 sec after the start of the tests. Sustained surface ignition did not occur until between 2 min 30 sec and 3 min 30 sec. In general, the max flame spreads were recorded during the last min of the tests. After flaming continued for periods of 35 sec to 45 sec. For the Type 40-40 coating on asbestos-cement board there was no apparent surface ignition and no after flaming. Smoke Developed - The areas under the plotted curves and the resultant factors were as follows: Area Under Curve Classification Red Oak 600 100 Asbestos-Cement Board 0 0 CR1025 -6- October 11, 1977 Area Under Curve Classification Test Panel 1 90 Test Panel 2 100 Test Panel 3 88 Classification 15 Test Panel 4 100 Test Panel 5 90 Test Panel 6 78 Classification 15 Test Panel 7 118 Test Panel 8 114 Test Panel 9 102 Classification 20 Test Panel 10 28 Test Panel 11 30 Test Panel 12 24 Classification 5 Fuel Contributed - The areas under the plotted curves and the calculated factors were as follows: Area Under Relative Fuel Curve Contributed Classification Red Oak 5950 3860 100 Asbestos-Cement Board 2090 0 0 Test Panel 1 2670 580 Test Panel 2 2610 520 Test Panel 3 2570 480 Classification 15 w CR1025 -7- October 17, 1977 Area Under Relative Fuel Curve Contributed Classification Test Panel 4 2630 540 Test Panel 5 2635 545 Test Panel 6 2530 440 Classification 15 Test Panel 7 * 2740 650 Test Panel 8 2715 625 Test Panel 9 2630 540 Classification 15 For test panels 10, 11, 12 (Type 4C-40 on asbestos-cement board) the fuel contributed was recorded as zero in each case. FLASH POINT TESTS : METHOD The flash points of the coatings were determined by means of the Pensky-Martens Closed Tester (ASTM D93). RESULTS The following flash points were recorded: Type 10-10 40 C (104 F) Type 20-20 No flash to boiling Type 40-40 No flash to boiling MISCELLANEOUS OBSERVATIONS: Scrubbability Tests - Scrubbability tests were conducted on glass panels coated with the products at the coverage rates used for the preparation of the tunnel test samples. The glass panels were subjected to scrubbability tests using the Gardner Model 105 Straight Line Washability Machine and the test solution described in Method 125.1 as laid down in Canadian Government Specification 1-GP-71, Schedule of Methods of Testing Paint and Pigments. Tests were conducted in duplicate and the Type 20-20 coating showed some signs of softening by 700 cycles. The Type 10-10 and Type 10-10 overcoated with Type 40-40 coatings withstood 1000 cycles with only slight softening being observed. The coatings hardened again on drying. CR1025 -8- October 17, 1977 C O N C L U S I O N S SURFACE BURNING CHARACTERISTICS: It is judged that the surface burning characteristics of the coating materials applied to Douglas Fir lumber and asbestos-cement board surfaces as described herein warrant the assignment of the following classification in comparison with uncoated red oak as 100 and asbestos- cement board as zero. Type "10-10" Classification or Rating (When appliea to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq ft/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Type "20-20" Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke FuelS read Developed Contributed Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) x CR1025 -9- October 17, 1977 Type "40-40" Classification or Rating (When applied to Asbestos-Cement Board) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 40-40 (Base Coat applied in one 5 5 0 coat at 350 sq ft/US gal (No primer, no top coat) DURABILITY: The Type 10-10 and Type 20-20 coatings may be considered as less permanent than ordinary interior oil paint surfaces, but will withstand considerable washing and scrubbing without apparent adverse effects. When Type 10-10 is overcoated with Type 40-40, the surface treatment may be considered as permanent as ordinary interior oil paint surfaces. PRACTICABILITY: The coatings are practical for application by ordinary painting methods. No difficulty was experienced in applying the materials to the test surfaces by brush or roller in accordance with the directions for application which appear on each container. CONFORMITY: The surface burning characteristics of the coating materials described herein were determined on the basis of their performance in tests conducted in accordance with the Standard Method of Test for Surface Burning Characteristics of Building Materials, ULC-S102-1975. CR1025 -10- October 17, 1977 L I S T I N G T E X T On the basis of the foregoing, the following listings under Guide No. 40 U8.5.6 and 40 U8.5.7 will be promulgated and the Follow-Up Service inaugurated. Guide No. 40 U8.5.6 October 17, 1977 File CR1025 Coatings, Fire Retardant FLAME CONTROL COATINGS INC. , Niagara Falls, New York 14302 Fire retardant coating materials intended for application by brush, roller or spray to reduce the surface burning characteristics of Douglas Fir surfaces on interiors of buildings. The Type 10-10 and Type 20-20 base coats will withstand considerable washing and scrubbing without adverse effects. When overcoated as indicated the surface treatment can be considered as permanent as ordinary interior oil paint surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufac-turer's instructions at the specified coverages. Classification or Rating (When appiied to Douglas Fir) Coating (System) Details Fiame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 230 sq ft/US gal (No primer, no top coat) CR1025 -11- October 17, 1977 Classification or Rating (When applied to Douglas Fir) Coating (System) Details Flame Smoke Fuel Spread Developed Contributed Type 10-10 (Base Coat) applied in one 15 15 15 coat at 190 sq ft/US gal (No primer) Type 40-40 (Top Coat) applied in one coat at 625 sq ft/US gal Type 20-20 (Base Coat) applied in one 25 20 15 coat at 190 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings: Type 10-10 40 C (104 F) Type 20-20 No flash Type 40-40 No flash Marking: ' ULC label on each container. P.O.Box 786 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume 11, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. Guide No. 40 U8.5. 7 October 17, 1977 File CR1025 Coating, General Purpose CR1025 -12- October 17, 1977 FLAME CONTROL COATINGS INC. , Niagara Falls, New York 14302. Coating material intended for application by brush, roller or spray to noncombustible interior surfaces. Classified as to surface burning characteristics when applied to the indicated surfaces in accordance with the manufacturer's instructions at the specified coverages. Classification or Rating (When applied to Asbestos-Cement Board) Coating (System) Details Flame Smoke Fuel S read Developed Contributed Type 40-40 (ruse Coat) applied in 5 5 0 one coat at 350 sq ft/US gal (No primer, no top coat) Flash Point of Liquid Coatings" Type 40-40 No flash Marking: LLC label on each container. P.O.Box 785 LISTED - Label Service The ULC label or listed marking on a product is the only evidence provided by Underwriters' Laboratories of Canada to identify products which have been produced under the Listing and Follow-Up Service. See General Information Section under above guide number in the ULC List of Equipment and Materials, Volume II, Building Construction (and Supplements thereto) . Authorities having jurisdiction should be consulted before application. - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - TESTS BY: REPORT BY: REVIEWED BY: S.Facchini E. Shackleton Peter Higginson, P.Eng. , S.Holmes Construction Materials Section Engineer, C.Ng Construction Materials. E.Shackleton UNDERWRITERS' LABORATORIES OF CANADA Norman S. Pearce, P.Eng. , Chief Engineer 08/08/06 WED 08:11 YAX 8046416658 Looney K1CK6 K166 cuuc FILE COPY SA925 O9250, USG Axea ara ion Fire , Party Waff fll stems ..... .... . ... . ................. 1 M�4 N-• , ! vl, 'fid'�vt""'�"yjii�^-,"moi.'3I!•':h."`_.. /•• � 1� 1_. :�.�'. •xC^• 5,.;:,:��.::'".n'•O�••+'•+G4Y�,t�:�fL: i.Ci`.r.:. �,+•!w�J i4e': a;.N�.4�T.7JF'.��,'£'','N,nIL,�•�,y,�,F'.S.r�+r+,.�s�'`Jt�7•�: �{•�t':M�S'*�� A•� '�•••.J Y�.f,"'j4 •moi ,,L'f.J; '•r�� n� f ,•f•'y•n'�,•W,�t A a'ffrF',<."n�..'=�•r.- .t'e� ,X,a•,�"' i3" 'r.s r e /,Cx'Y iri.`�: �ds�4 itiJ"F.,'�`,;�1,'_•••v},V,1 Jr',•'''r�.:V•/�:^- aF 3^•'u':, :p,:Tl6 i.`�.• +,s �1{I';,�.�,:tlj`;f,�'.•'-'e., ,.•.Yw'a7S'+•,;a: r�Y S.>�`"'G��i4'�;}i�' .,x��M1• _ ���' iS.•-'-� :ti/rM`�'tuY, S,ti�•y l'?!ti;F.4. i;�..L..,M,�4_•�{''�.i+„:,a'fr'' :�=•;F:�•�'Mei,�•>e'•"".,;.'';���::yr',� :a. .�;~,.-:�S rri`�'.h• ��i� :,g.,,e.,ff.. !:�:: ��rr. ¢ �'.ii•''°: ';n '�: ¢:.r�'r..:,r:�:s.,{'"'.r:-•:,,'�`i'^.j '�•�;Sir�;iii,>;;:'..••5 �zs s2,,•f,''_ '"`•" :rx;;,.'.}ti, �i7::,.•�::,__.,:�_;•. •;/:.:`.'::+'s{7:srr.,._:..�`-'r,.:;: �t5:,: "OS a? �e,:�:,,;;y.:,:F,:,��i."f J,y:., r.•'L.'v_J,;,>'s:l��"t :''` -. ••r.. r1:y. -:•*.b.".=�:�:, .;!;,.;r,.::,%.;�•s'_a•..;�r�ir �.:,.,:;.':L�r:=:..F .... ^7�:ij+.�;..«,a'.. ._.,;, •;",;;,..• •y;•,...�:ats.ti'£� fY.,.1,. y- .,...die ;lei i.:y6�:.e .. �•f;+?'=�'��-'..:.,.:L"v:f•;,ta,i'*' .��.`F^i Y• '�a.,iYi�.. s:' .7 p ?'•r•;ii;V..$�. �%�1•.<•�• � r.t eh•.Y.S..,\. ... .y '+;:r A.�i�.je ■ 7.'� - _<:;,�?}'.�.•,y{�., t:j:y,'r:':",��s„'•,�'.•Y�pf: ry.kr r.^•.:.• _.[:•�i':•`��.'s...ti' S..• ,X ar^`f';-r.;..','�ti�. '+:.:ti•:$•' ti.'`l"vi;^e•4::�y•:�1`s;ti:; •�i'k'�'s$w �'�`:s•?'�`.'vt:; ',Ys• :t_��:s:;.i_;:•�-ra�::'�y:,.;yy!k.:`s^r:rywi-;z'�'.x•li;,'fi''a'yt�.,•F�,3S��)��Y•-r:'a.��.•S::-��v.tr'^:ia:+�� •�.F _ ..n�.N.;'V.:'`%... l'.L�t'�. '•-;i�;£' :.�� :. }.4,n..l;C ry".��A.SS�� 'ice i- -.`f�•.:: „�1:"�f.,'�":•,',`•4•.'C.ZSf!.``•`++\��'�-�:Li:M[���y�,.,7t�,k+�> �:4 :.�4;in �tiaN��:. .�Ji.�3,lt'• : a:J•S"' -_—rr '• n ••/•••:• "��.r �• ,•v';Y.T•:tiS� ^lr,p••,.•�yl.,� ,y�ya,,.,:s'r< �'r�' r2`:y:�,;L.$:•:'�'""rrt^ a��:{�;•r's n5�t �•,•r f"fy� _,/y�Y<+t,xy�•f`i� ,�Yw:. .1 ,_�(, .k^.9.-p. •TW:S`•`•• n•''K•••'}'V•• 'ter' T^••�i.S L' `s'�•i'!''7`_t•i.�2••T<•2./'K,tti`L:+�'�.µ�4.�Lv:.he l..•�yi. �.�.a' :y�3T�.!�n.:'`7%i�f_��..54-•'S�Z, •2r4h''. :.f7 i;.�..�»s•;'"if,�••'G^Y•'ia:r.�,.;;:b_ �'� .;7+r:= 'i .yi. �:(� :4L:iF irh^Fua-£ •• i'1 `py-?'•5^Y• '•','4•`ftk+J"^,'w.i:,Yi 2•/raJ• `•jl+�'":s.i�;';,•', r. f .;<•e.C•.r� 4 "�.•,•`°"j"{�;;:.; ",�' 'i"=°'�v:�. f!•.:+- a;yr<, ..'�r:�s:yhe•E. >. �a• rs!',.w�.�ti;_.,,��;--,',rCy:.�...;����:a a'..F:i;�,,.y'i.���i..:.{;l,:e, +,.• z;�, y�; r S _.� _. k G7,£' •1:>•:;;•._, .,,::.:.:Frail.r,' 4<u� "�:;.'°;Ulri"`.u��>:i,?:,..•_?S�,v'r: ,N�:'.:5.>.r.,:.::.5.:, '�kiy„-^^` i=�i_>.'::r•;::Y:i•:,r�,-'.•.>.:t .>r�yibC,�r�r:^.•,;..�•,.,•�:i.,:7:r.1�<?%: r�:J'itti.d.:�; - "'.y'��.1, `iee :.•;,i:c'sq':i:a. �`?<;'�'��''`:i,;y:•� •';i�,...) :"........i� ,£F •Era,• ,�':Cti.f>�. `_ �j�tl_ :.t.:;;. .' ..; s,'•}::�, ,•.�' �Xt+�,'.Mknf:xje+:.r'�'' y�}ia^.rry;r_wJi;;'�.%.��.,,�:,.Y✓F>;t ti'.:�•%;:rryt..'�:;r"•. rryy ::{,,f K• '•>!" ...''.::l ti::'�"'�:. "•k�yi..il.,ti.k.µ�3.Y,'a' •�•''r7�'• -:ic�;.�'�a�;'s�:ts.ryyrs�•••;# ::,y,s1.;�;i.�,'t,''.•'� �;: USG Area Separation Fire Wall/Party Wall Systems - , Description- ---'----'--•---'--- ----•----USG Area Se ara6on Fire Walls/Pa Walls are1usedf: . _---------- ------------------------'-.._.,.,...___ . , Sep rty or constructing common wails with fire-resistive protection l VLV U4:14 rAA UU4t$41bU*V L:0011ey KICKS KISS ig 00 3_ USG Area Separation Fire Wall/Party Wall Systems Features These systems may bO used in buildings up to four stories high(44')and With all Common floor-cellIng heights found in multi-family I ouslnq.Both cavity and solid types ere suitable for exterior walls with appropriate weather- resistant cladding when building offsets are desired, Fire Resistance:Both types of Separation Wells offer 2 hr.and 3 hr,fire ratings, Sound Isollaflitin:SIC ratings Lip to 60 with the solid system and 67 vilth the cavity system arc available. Lightweight.Those d*all assemblies weigh at least 503'3 less than masonry walls,allowing rapid Installation, Space-Saving:Use of Mese assemblies gains valueble floor space,Thickness is 3-1/2"to 4"for Cavity Type Walls, compared to 8"to 121 for a masonry wall without interior finish. Weather Hamstatim Milsture-resistant components permit temporary exposure to Inclement weather duiin.q construction Code Compliance:in compliance with fire resistance requirements under evaluation reports of BOCA Report No.69- 13 and SBCCI P$T ESIReporl.No.9834. Unnitaflons Non-load-bearing;mai.frame specino:24";not to be used for shear walls;max,wall height.44', Acoustical Perfortmitta Test Date— F*t Gaud a Pllyt"Data aftcTiption 8 Test No. STC DewillptIon System Rating Test No, 111191tirmce Solid Walls 2 hr.' -T-----------------?'- solid Area savaration vvoli-two 1'SHEFROCK Brand N/A A Gypsum Llnei'Panels set betw U33 H-Studs 24*ti.c.- ► min,3/4"ai-spacs both sides ccparhl,ing riner panels from --------Z----------- adjacent trarnIng.-Ull.Goa U335 .. ............. SOld Area reparlifforl wag---two 1"SHEETROCK Brand 40 TL-03-353 8 GVpftrn Liner pone(s,set in USG H-Siudo,24'o.s. 54 Based on 2'"THERMAR139 2 X 4 wil studs 76"D.C.Wit side on?if 4 plates Min. at one sIO—U-N-348 T 3/4'fmm rvw 112,SHEETROCK Brand 58 Box,don 2X43and 11W Gypsum Pawl"L Des 0335 2"SAFS an both •r isloes-.•TL-98-347 57 Bred on 2 x 42 and 1"SAF8 Oil one side —tL-0-351 00 Saeed on 2 X 4s and ill 3'SAFI3 boli sit("- -TIL-11116-350 45 Based on 2 x 3s,5/8' UYPEUM panels,no SAFB—B8N-730144 $4 Bused on 2 X 3s.5/8' gyp3um panels, 2'SAFB one Ride 57 Based on 2 x$s,5/Y gypsum panels, 2"SAM boo sides —BBN-730102 ........... ....... 3 rill". Solid ke.i SMaration Wuit—hw 1 $1 ICUROD(Brand Gyosvi)i N/A bror Panels net In USG 14,Studs 24"o,0.-2'THERMAFIBER SAM DOO sidea—bft 3001 lioriz wffh Jilints stag and staple-stl o to Ilner panels—WHWIll"W110394 ...... .... I lltesw 14' Eyarpmr do itot provide a 1`0 faling for adjs(70 wood-stud wall construction. United States Gypsiorn C04-any 5A925 3 Uo/Ub/VO "LU Vo:10 CAA VV404100av LVV11tly ft11:N4 1114b vvv c 'I USG Area Separation 5 Fire Wall/Party Wall d . Systems f Solid System s Note:As required by code,°!e si"ov Brand gypsum panels,FIRLCODE core,may be usedi SHE[fROCK Brand as underlayment to unlrealgd rant shcalhing with pastels eMending Con both sides of area Gypsum Panel j 1, "- - separation wall and possibly roof silo at rake end,Clip placement below is for lyplcal consuuctron. - 2 x 4 stud r , r. a � r•�r i 2^US5 C-Runner• L roof deck - — water barrier roof rafter 7�1 - roof trussTHERMANDERfire blockingSHEETROCKBrand Gypsum r * - tom'-r {vy 2°USG aS required '' . �•�""^"-' �' C Runner �wll •I 4 PanelsaS required(1 1 ` ` SNttIRUCK IV 11 11111111 1 11 Brand Illlllll `i'�•1' 11��1'('rl''t'`` I ( i J _ Gypsum Sheathing 2"USG H Stud ' r 2 x 4 stud framing t� 1 0,063'USO aluminum - '� ` - SHEETROCK Brand — t exterior angle Gip•— r-_-+ i Gypsum Panel surfacing 1'$HEETROCIi Intersection at roof' Brand Gypst m Exterior wall intersectim two 2'USG Liner Panel ` (as required) C-Runners— y. o% Tyre S ,� pan head screw 1 ! ThlfnrnAFlBER i SHE?ROCK Brand y ' SAFE(optiol al) 1'/+'TYPEWOrSSCrew I c. : Gypsum Panel - I • return firewall 2x4 r a stud ( sealant on one side or t'. `= both sides'of .'�r l -4� M lot line wall, 24"max ' ` cG+�+i _ as required Brand Gypsum 1 Ti-UMANBER i':•�. - Liner Panels firebiocking M t as required . 2"USG SHEETROCK I r,r, ,/ pI l r i . l I{/� r Brand j Interrnetliate Haar ^� .r Gypsum i - ......._.. ..• _: r: `�. Sheathing I I SHEETROCK Brand exterior ~` Gypsum Panel ( -` cladding —.063"USG $tEEraovBrand aluminum i Exterior walltnter•sectign 1 41 41 1 '1 _ acoustical - - angle dips (as rvwkw) scalant :I 1'SHF.tmock. Brand Gypsum Liner Panels i0ist t 2'USG C-runners j 1' power-0riven fastener ' 24"o.c. sealant s Fw,ndatlon as required 'Note:See Illustration on p.8 for trip spacing reoulremems. Unl%d states erpsun Con�any SAS25 5 j u�ivaiuo rrCU uo:io rtu aU404160Ja L0011Hy NiCK6 nlbti gijVV I I USG Area Separation Fire Wail/Party Wall [ Systems CavitySystem ..,..-.•.- -- ----------------...-—�...,.,..••,•.,.r-.•._ -------- ------ —'-.-_ ,,,,. .-- —:----------------....__ 112"x 3"gypsum panel ! 2Yz"USG - tiller strip C-runners Tooling required 2W USG r a? C-runner I• water harrier it (� ) exterior RC-1 resilient surlacing I channel or equivalenl r i� ! 0'max. Roof at rake and RC-1 channel1Y cr equivalent Iwo 2'/2'USG ` Roof parapet C-runnersTHERMARBER r r 21N,USG SAF O C-Runners .r rooting I joist •tl ?•�� 1 I •` ,' joist— !�Y .063"USG aluminum Rauf offset I angle clips attached to �✓ ). '= ).; w joist with one 11h" ' Intermediate floor. 'TYPE W or TYPE S . screw i VSHEETROCK exterior cladding r Brand Gypsum ` Liner.Panels �•• SHEETROCK Oland j - ': . Gypsum Panels. SHEETROCK BrandJ cancrele floor or r . FItiECUUE l:core, Gypsum Sheathing !. foundation wall �'. • each side 21k"U5G l' wood floor--, �' x 2114'USG C-Runners C-Runner . ' _ 77 sealant as required „ i� ower-driven '=•=. .. 'fasteners 24"o.c. Foundation s Emedar wall intersection (as required) Steel Componerr'cs tcavlN wale Pp',rt',e• r 2•i`'� RC-1 Resilient Channel(or equiva)ent) USO Steel C-H StUd(CM j U5G Steal C-Runner(CR) OGY USG Aluminum Angle Clip Unitod SUtcs Gypsom G parry SA525 7 VCl/VV/VO rreu utl:lo PAA au4041000Y Looney tKicKs hiss 4J 009 i USG Area Separation Fire Wall/Party Wall = Systems Y ........... .._._....--...__,.._. —— — -------. — --- ._...—- ___..—_. ...........-----_— Good Design 1 system Performance United States GypsumlCompany will provide certlflcatlon for published fire,Sound and structural data Covering Practices-- systems designed and constructed according to its published specifications.Tests are conducted on USG Solid and Cavity products manufacturep and assembled to meet performance requirements of established test procedures specified Systems by various agencies.*stern performance following substitution of materials or compromise in assembly design cannot be certified;fallure may result under critical conditions, J 2 Crip Attachment Both solid and cavity area separation wall systems require attachment of aluminum breakaway clips to adjacent wood framing on botii sides of fhe H,Stud or CH-Stud.Clips are attached to each stud and vertical C-Runners(not resilient channel)with one 3/8"TYPE S•screw,and to adjacent framing with one 1-1/4"TYPE W or TYPE 5 screw. These systems may b stacked to a maximum height of 44',and normally require a vertical clip spacing of 10'•o.c. max.However,when the solid area separation wall has a stacked height exceeding 23',clip spacing along each ! stud below the 23'sucked height must be reduced to 5'o,c.max.(see illustration on p.8). When the solid or;avity area separation wall system is used as an exterior wall,with adjacent wood framing ori only one side,clips dust be spaced as noted In Section 3,4 of the specifications.Note,for this case,that two 3/8" i TYPE S screws are regulred for clip attachment to the vertical steel framing members, 3 Sound Control For maximum sound l:ontrol with both the solid and cavity wall systems,seal the entire perimeter and between Construction the horizontal,back-Ip-back C-Runners at the intermediate levels with a minimum 1/4"bead of SHEVROCK Brand Acoustiml Sealant,Corefully seal around all gaps and cutouts for lights,cabinets,pipes,ducts,electrical boxes, i etc.to minimize sounp leakage.Back-to-back penetrations of the gypsum panel daphragm and flanking paths should be eliminated; i 4 Fixture Attachment Lightweight factures find trim should be Installed using expandable anchors for screw attachment.Medium and heavyweight fixtures are not recommended on resilient surfaces,but,if required,they should be supported from the primary framing. jj s Additional See technical folders)in this series;Construction 5e/ectorSA100 for fire and sound rated systems;Gypsdm Panels information andACCessor/es Folder SA927 for information on systems components; Textures and Finishing Products Folder. SA933 for texturing Ihformation; THERmmtmFR Life-Safety Fire Containment Systems folder SA707 for Insulation specifications. Specifications f. Part 1: 1.1 Specify to meet proj�ct requirements. General Scope 1. 1 n; F. 1.2 A All materials,unlej;s otherwfse indicated,shall be manufactured by United States Gypsum Company,and �i Oualfncadons shall be Installed 11i accordance with Its current printed directions. �r s System must be built in accordance with applicable model code research reports, 1.3 All materials Shall bd delivered in their original unopened packages and stored In an enclosed shelter providing •. Delivery and protection from damage and exposure to the elements.Damaged or deteriorated materials shall be removed from +i Storage of Materials the promises.Inslallk panels should be protected from the environment and dry before enclosing the wall. F� warning:Store all S4EIROCK Brand Gypsum Panels flat.Panels are heavy•and can fall over,causing serious injury or death.Do not mole unless authorized. 1.4 In cold weather dur*gypsum panel joint finishing,temperature within the building shail be maintained within icnvlronmerdal the range of 55 to 7p°F(13 to 21 'C).Adequate ventilation shall be provided to carry off excess moisture. COnditions r United States GypsurnIG. Many SA925 9 08/08i0113 WED 08: 17 FAX 8041341UU58 Looney Ricks Kiss I�J011 USG Area Separation Fire Wall/Party Wall Systems • x t • i :3 _ i c Intermediate Floors arld Bottom or trusses—Cap top of liner panels and CH-Studs with C-Runner and fasten CH-Studs to the C-R[Inner flanges on alternate sides with 3/8"Type S screws.Attach C-Runner for next row of panels to the C-Runrjer below with end joints staggered at least 12"o,c.Fasten the C-Rurniers together with double 3/8"screws it ends and 24"u.c.Attach all CH-Studs to adjacent framing with an aluminum breakaway clip.Clips altadling CH-Studs to adjacent wood framing on both sides require attachment to the CH-Stud(not y the resilient channell with one 3/8"Type S screw.Clips attaching CH-Studs and vertical C-Runners to adjacent wood framing on onl one side and with exterior exposure on the other side require attachment to the CH-Stud and C-Runner(not tate reSlllent•channel)with two 3/8"Type S screws.Attachment to the wood framing is with one 1-1/4"Typo W Or Type.s screw.Locate horizontal C-Runner joint within 2' of the Intermediate floor,As required by the appy able code,install f Ire blocking in the wall cavity at floor lines,bottorn-of-truss line,and it any other required Ideations. 0 Roof—Continue ereiting CH-Studs and liner panels fur succeeding stories as described.Cut the liner panels and CH-Studs to roof pitch and length as necessary to follow the roof pitch.At roof,cap liner panels and f{ CH-Studs with 0-Rubner.Attach all CH-Studs and vertical C-Runners to adjacent framing with an aluminum breakaway clip.Clips attaching CH-Studs and C-Runner to adjacent wood framing on only one side and with exterior exposure ort the other side require attachment to the CH-Stud and vertical C-Runner(not the resilient channel)with two 3�8"Type S screws. E sound Attenuation r*elankets--When specified,Install blankets in cavity butting blankets closely and filling all voids. ;! F Reslllent Channels--When specified,install RC-1 Resilient Channels or equivalent horizontally to face side of studs,G"below ceil�g joists and max.24"o,c.Attach chariness to C-H Studs with 3/8"Type S screws driven through holes in mounting flange.Extend channels to ends of runs and attach to C-Runners.Splice channel by nesting directly ove'Sturi;screw-attach through both flanges.Reinforce with screws at bu0r ends of splice. i G Gypsum Panels—Apiy 1/2"SHEEMOCK Brand Gypsum Panels,FIRECODE C Core,vertically to both sides of C•H , Studs.Stagger jointon opposite partition sides.Fasten panels with 1'Type S screws spaced 12"o,c,infield and along edges anb runner flanges. K =,� H Resilient single-layeo—Apply 1/2"SHEE RocK Brand Gypsum Panels,RW,00E C Core vertically to resilient channels and fasted with 1-1/4"Type S screws placed 6"from C•H Studs and 12"o.c.Do not place screws directly over C-H Sl�ds. ' I Resilient Double-lay"pply 5/8"SHEETROCK Brand Gypsum Panels,FIREC.DDE C Core base layer perpendicular to resilient channcld with joints Staggered;fasten with 1-1/4"Type S screws placed 5"away from stud and 12" o.c.Apply 5/8"gypsum panel face layer vertically over base layer with edge joints staggered and attach with 1 5/8"Type S screwsjspaced 12"o.c,and staggered from those in base layer. 3.3 A joint systom—Finisjl all face panel joints and Internal angles with a United States Gypsum Company Joint Accessory System installed acpording to manufacturer's directions.Treat exposed fasteners on face layers and finish Application comer bead,contra joints,and trim as required. B Metal frim—_Wherejpartition or ceiling terminates against masonry or other dissimilar material,apply metal trim over drywall edge;fasten with nails or galvanized staples 9"o.c. C Control Joints—Ga gypsum panels behind joint and back with double framing,Attach control joint on the face layer with nails,ser•ws,or 9/16"galvanized staples spaced 6"o.c,on both flanges along entire length ofjoint. 3.a Both solid and cavity Systems are suitable for exterior walls with an appropriate water barrier installed over the Exteriar Wall system and under an ixterlor cladding.Exterior exposure is limited to 15 psf wind load and requires vertical clip spacing of 4'o.c.majimurn.Exterior exposure requires attachment of the aluminum breakaway clips to each vertical steel framing inember(do not attach clips to resilient channels).with two 3/8"Type S screws,Attachment of the clips to adjacent wood framing is with one 1-1/4°Type W or Type S screw.Uppermost clips should be placed as close to theiroof line as practical attachment allows. t , United States Gypsum C�atpaay SA325 it v.u 3.so - r ire resistance ratings -A N Mll uL 20-5 Page 2 of 3 l " AIF SPACE ,., . I' f LJ .r �� ! i Ir i f 2 f , .05 e f SECTION A -A SEPARATION WALL: (Max Height-44 ft) 1. Floor, Intermediate or Top Wall — 2 in, wide channel shaped with 1 in. long legs formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2, Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board* —Two layers of 1 in. thick gypsum wallboard liner panels,supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. CANADIAN GYPSUM COMPANY —Type SLX. UNITED STATES GYPSUM CO —Type SLX USG MEXICO S A DE C V—Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in, long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with XUV.U336 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 3 joint compound. 6. Attachment Clips—Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in, and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to"H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement(Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. 613. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H"studs. *Bearing the UL Classification Mark Last Updated on 1996-12-06 Questions? Notice of Disclaimer Page Top CopYriaht n 2006 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format: "Copyright C 2006 Underwriters Laboratories Inc.®" ndependent organization working for a safer vvorld with integrity, of and knowledge. a j r� Florida Building Code Online Page 1 of 4 = Product Approval ME COPY . USER: Public User Product Approval Menu > Product or Apulication Search > Application List > Application Detail FL # FL3663-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (419) 248-7060 darrel.higgs@owenscorning.com Authorized Signature Darrel Higgs darrel.higgs@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. Referenced Standard and Year (of Standard Year Standard) ASTM D 3462 2001 ASTM D3161 (modified to 110 mph) 1999 UL 790 (Class A) 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgtQxyhaxCgJITS... 8/2/2006 Florida Building Code Online Page 2 of Product Approval Method Method 1 Option A Date Submitted 08/02/2005 Date Validated 08/08/2005 Date Pending FBC Approval 08/14/2005 Date Approved 08/24/2005 'Summary of Products jFL # Model, Number or Name Description 3663.1 Berkshire 7ILaminate Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions ' Approved for use outside HVHZ: PTID 3663 R1_I_Ins.tall Docs, Ber_kshire.pdf Impact Resistant: PTID 3663 R1 I Install Docs,Oakridae Design Pressure: +/- Pro._pdf Other: 1.) This Approval not for use in the PTID 3663 R1 I Install Docs, Starter HVHZ. 2.) All FBC sections that apply to Shingle Roll.pdf counties except Broward and Miami-Dade PT.I,D_36.6.3_R1_I_Insta_I) Docs,__Th_ree Ta_b.. 20T must be followed. PTID_3663_R1_I Install Docs, WeatherGuard HP.pdf i PTID_3663_R1_I_UL_certifi-c.ation_.letter _Owens Corning shingles.pdf PTID 3663 R1 I UL Certification, Files R2.4.5,.3__and__R.1.9380..p0 Verified By: 3663.2Classic or Classic AR 3-tab Limits of Use (See Other) Certification Agency Certificate I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: j Impact Resistant: Design Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami-Dade must be followed. 3663.3 Oakridge PRO 30 AR Laminate Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to 1 counties except Broward and Miami-Dade http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/2/2006 'Florida Building Code Online Page 3 of 4 11must be followed. II Illi 3663.4 Oakridge PRO 40 AR Laminate Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: i Impact Resistant: Design Pressure: Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to l counties except Broward and Miami-Dade l ' must be followed. i 3663.5Oakridge PRO 50 AR Laminate E Limits of Use (See Other) Certification Agency Certificate I Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami-Dade must be followed. 3663.6 =lProminence AR —�3-tab Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to Icounties except Broward and Miami-Dade must be followed. i 3663.7 Starter Shingle Roll Starter Roll Limits of Use (See Other) Certification Agency Certificate lApproved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: IDesign Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami-Dade must be followed. j 3663.8 =Isupreme AR 3-tab Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: I Impact Resistant: } Design Pressure: 3 E http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE VXQwtDgtQxyhaxCgJITS... 8/2/2006 'Florida Building Code Online Page 4 of 4 i Other: 1.) This Approval not for use in the E j HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami-Dade must be followed. 3663.9 weatherGuard HP Laminate Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 1.) This Approval not for use in the HVHZ. 2.) All FBC sections that apply to counties except Broward and Miami-Dade must be followed. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: Ek Idol, 80 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQxyhaxCgJITS... 8/2/2006 Installation Instructions Oakridge PRO" Series Laminate Shingles These laminated shingles are designed for new or reroofing work 1 over any properly built and supported wood roof deck having ade- ■ a Deck Preparation quate nail holding capacity and a smooth surface. For Standard Slope Decks(4" in 12"or more) UL Class A Fire Resistance Application of underlayment,metal drip edges and eaves flashing: & Wind Resistance Ratings (A)Apply one layer of underlayment over metal drip edge at eaves. Use only enough fasteners to hold in place. When applied in accordance with these instructions,these shingles (B)Overlap successive courses 2". Overlap course ends 4". carry the Underwriters Laboratories Class A fire resistance rating, Side laps are to be staggered 6'apart. the top rating for residential shingles.They will resist exposure to (C)Apply metal drip edge over underlayment at rake. fire in accordance with UL Standard 790. When applied properly, Note:Where ice-damming may cause leaks,apply Owens Corning these shingles also meet UL wind resistance Standard 997.All lami- WeatherLock'underlayment or equivalent eaves flashing at least 24" nated shingles have a factory-applied strip of special thermoplastic beyond the inside wall line.When using a coated smooth roll or mineral surfaced roll roofing,apply over the underlayment.When using a spe- adhesive on each shingle.After direct exposure to the sun's heat, cialty eaves flashing product,follow the manufacturer's instructions. each course bonds securely to the course below (a matter of days in spring through fall seasons,in winter it varies depending on geographical location,roof slope and orientation of the house on the site, in relation to the sun). (C) Deck Other Roofing Materials (B) P(A) PEIaves. RakeMetal Drip Edges-are recommended along rake and eaves edges of all decks. Underlayment-is recommended for roofing over any bare deck, and is required for a UL Class A fire rating. Use only"breather type"material such as Asphalt Saturated Felt or Shingle Underlay- 1 b Deck Preparation ment classified by UL as a Prepared Roofing Accessory to assure Class A fire performance and watertight performance from For Low Slope Decks(2"in 12"to less than 4" in 1211) wind-driven rain. Application of underlayment,metal drip edges and eaves flashing: Nails-must be galvanized, 11-or 12-gauge,with heads at least (A)Apply 19"starter strip of underlayment over metal drip edge at 3/8"in diameter. Staples must be 16-gauge minimum, 15/16" eaves. Use only enough fasteners to hold in place. minimum crown width and sufficient length to penetrate 3/4"into (B)Use 36"strip of underlayment for remaining courses,overlap- wood decking or through APA rated roof sheathing.Staples are ping each course 19".Side laps are to be staggered 6'apart. to be corrosion protected. (C)Apply metal drip edge over underlayment at rake. All Fasteners-must penetrate at least 3/4"into wood deck or Note:Where eaves flashing is required apply Owens Corning Weather- completely through plywood sheathing. Lock underlayment or equivalent specialty eaves flashing product or Note:Owens Coming recommends the use of nails as the apply a continuous layer of asphalt plastic cement between the plies o preferred method of attaching shingles to wood decking or f underlayment at least 24"beyond the inside wall line. other nailable surface. Plastic Cement-where required must meet ASTM D 4586 Type If (Asbestos Free). 177i (A) Eaves Laminate Shingles Oakridge° PRO'' Series 2 Shingle Application Apply shingles over properly prepared roof deck,starting at bottom of roof and working across and up.This will blend shingles from one bundle into I 1~' the next and minimizes any normal shade variation.Laminated shingles are 7W applied with a 6-1/2"offset.While a 6-1/2"offset is recommended, any I64 88 / repeatable offset pattern from 4 to 8"is acceptable.Caution must be exer- cised to assure that end joints are no closer than 2"from a fastener in the ' shingle below and that side laps are no less than 4"in succeeding courses. Refer to course applications steps for specific instructions. 61/2' sets Starter Course(see illustration on the right) A Trim tabs off all starter course shin les. ' ( ) g (B)Trim 6-1/2"off rake end of first shingle. Extend 3/8"beyond rake and ia° lDi IBi eaves, and fasten. ` Icf (C)Complete rest of starter course. Tri„flush ' ' 1/2 with rake Note:Start at rake edge.Use five fasteners for each shingle,placed 2"to 3"up from the eaves. First Course (A)Apply first course starting with a full shingle, even with the starter course.Fasten securely according to instructions. Note:Complete course with full shingles.The fastening line should not be used for course alignment of shingles. Second Course (B)Begin second course by positioning first shingle 6-1/2"from the end of the underlaying shingle,and flush with the top of the overlay tab (dragon tooth). (C)Leave 5-5/8"exposure,fasten securely,and trim excess overhang at rake. Note:Complete course with full shingles. Third Course (D)Begin by positioning the first shingle 6-1/2"from the end of the underly- ing shingle,flush with the top of the dragon tooth pattern. Complete by repeating step (C). Note:Complete course with full shingles. Fourth Course (E)Begin the fourth course by positioning the first shingle an additional 6-1/2"from the end of the underlying shingle, flush with the top of the dragon tooth pattern.Complete by repeating step (C). Note:Complete course with full shingles. Fifth Course (F)Begin fifth course by positioning full shingle flush with rake edge and leave 5-5/8"exposure.Complete by repeating step (C). Note.Complete course with full shingles.For succeeding courses repeat steps for second,third,fourth and fifth courses. 3Valley Construction Valley Liner Min. A closed cut valley is recommended and is applied as follows: Extra Nail No.15 Asphalt Plastic (A)Lay a 36"wide valley liner of smooth surface roll roofing or Underlayment Cement Owens Corning WeatherLock underlayment or equivalent product. Fasten on outer edges only. Clip Corner (8)Lay all shingles on one side of valley and across centerline of valley a minimum of 12". Fasten a minimum of 6"away from centerline on each 7�2" X side of valley, ............... an rline (C)Strike a chalk line Z"from the centerline of the unshingled side.Apply shingles on the unshingled side up to the chalk line and trim,taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. (D)A metal valley is an acceptable alternative.A woven valley is also acceptable for Oakridge© PRO 3r. 417astening Instructions Standard Area High Wind, Mansard or Place fasteners 6-1/8"from bottom edge of each shingle and I"from each end. Steep Slope (A) (A)Use four fasteners in normal wind areas. 125 2- a- XXXX (B)Use six fasteners per shingle for mansard construction. Use of six fasteners is recommended in high wind areas. 8'/"'..... 1/." 5%'Exposure 8%" Dragon Tooth .Shingle Note:Fasten on the 6-1/8"nail line to penetrate both segments of the shingle. Side View Fattener Through Nail Line 51-lip & Ridge Application High Ridge Hip&Ridge and High Style'Hip&Ridge available by region. Hip and ridge cut from 3-tab shingles. If cutting three tabs for Hip&Ridge shingles,adhere to the following instructions. Wind Direction Cut full three-tab shingles into three 12"x 12" (13-1/4"x 13-1/8"metric) 5-5/8"Fastening Distance Hip&Ridge shingles.Start hips at the eave and work up to ridge.Apply ridge only after hips have been applied, beginning on end of ridge opposite prevailing wind direction. Leave 5" (5-5/8"metric) exposure per shingle for Hip&Ridge application.Bend over the ridge; fasten on each side 5-5/8" (6-1/4"metric) from exposed end, V up from the edge.Cover exposed nails Hip and ridge cut from with asphalt plastic cement. metric three-tab shingles For more information on Hip&Ridge shingle application refer to Prevailing5-5/81, ...... Ovens Corning's 'How to Apply Hips&Ridges"(Pub.No. 5-RR-18491). Wind Dirction Note:For best appearance,when using three-tab shingles for Hip&Ridge,apply 6-1/4"Fastening Distance double thickness (two 12"x 12"shingles or 13-1/4"x 13-1/8"if using metric-sized products).Do not cut Hip&Ridge shingles from full size laminated shingles. Laminate Shingles Oakridge PRO" Series 6 Precautionary Notes the entire head is flush against the shingle but does not cut The manufacturer will not be responsible for problems the shingle surface.An improperly adjusted pneumatic gun resulting from any deviation from the recommended can result in raised fasteners causing sealing failure,raised application instructions and the following precautions: tabs,leaks or blow-off. (A)Roof Deck:Recommended roof decks are 6"maximum width, Guidelines on fastener size, number and location must be 25/32"minimum thickness wood sheathing,or 3/8"minimum followed.Failure to follow these instructions seriously reduces thickness plywood sheathing. Use plywood decking wind resistance. Owens Corning will not be responsible for any recommended by the American Plywood Association, wind damage that occurs with shingles which have not been Underwriters Laboratories,Inc.,or local building codes. applied in accordance with these instructions. These Owens Corning shingles have been tested and rated as (D)Mansard or Steep Slopes:For slopes exceeding 60 degrees or Class A by Undenor iters Laboratories when these shingles are 21 inches per foot, use six fasteners and four spots of asphalt applied over recommended decks.If other decks are used, the plastic cement per shingle.All six fasteners must be spaced resulting construction may not qualify as Class A. equally and placed in the fastening line. Place four spots of Regardless of deck type used,the roofing installer must: asphalt plastic cement, 1"in diameter,under each shingle 1.Install the deck material in strict compliance with the deck immediately upon installation. manufacturer's instructions. (E)Storage:Store in a covered ventilated area at a maximum 2.Prevent the deck from getting wet before,during and after temperature of 110'F.Stack in a flat fashion (maximum of 16 installation. bundles high).Protect shingles from weather when stored at 3.Insure the attic ventilation meets or exceeds FHA Minimum the job site.Do not store near steam pipes,radiators, etc. Property Standards. (F)Hip& Ridge Shingles:These shingles should be cut from the back (smooth) side.In cool weather,shingles can be formed Note:All roof structures,especially Mansard style construction,must more easily to fit the ride if the are stored in a warm indoor have complete through ventilation from bottom to top to prevent y g y entrapment of moisture-laden air (winter) and hot air (summer).Both area,then taken out immediately before application. conditions may cause premature shingle failure.It is extremely impor- (G)All exposed material must be rated Class A by Underwriters tant to maintain adequate ventilation when reinsulating or reroofing. Structures with bath and kitchen vents,which are vented directly into Laboratories,to maintain a Class A system. the attic space,may require additional ventilation to remove excess moisture vapor. (B)Handling:Use extra care in handling shingles when the temperature is below 40°F. Do not drop bundles.Shingles can 7 Reroofing be broken easily in cold weather or their edges damaged in hot If old asphalt shingles are to remain in place, nail down or cut away weather.Do not attempt to separate shingles by"breaking" all loose,curled or lifted shingles.Sweep the surface clean of all them over another object such as a ridge. loose debris just prior to applying the new roofing.Ensure proper (C)Fastening:Owens Corning recommends nails as the preferred size and length of fasteners.If roofing over old wood shingles, cut method of attaching shingles to wood decking or other nailable back the old shingles at eaves and rakes and apply wood edging surface.Drive all fasteners until they are flush with the surface strips. Some local building codes may require the use of a No. 30 of the shingle.Special care must be taken in the use of asphalt saturated felt over the old wood shingles prior to reroofing. pneumatic staples or nail guns.Staples are to be driven with a Consult local building code authorities.The surface must be smooth pneumatic stapler with crown parallel to length of shingle so before shingles are installed.Make deck smooth by nailing down all that the entire crown bears tightly against the shingle but does loose and curled shingles,protruding nails,etc.Install beveled wood not cut the shingle surface. Nails are to be driven straight so feathering strips,if necessary. • OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 Pub Nu.15-RR-15959-E Printed in U.S.A..December 2001 Copyright C,2001 Owens Corning rHIGH RIDGE HIP & RIDGE Application instructions for with Sealant J/y�j� High Ridge Hip & Ridge INNOVATIONS FOR LIVING" UV Zth Se�(iDC. nt with Sealant Shingles Owens Corning High Ridge Hip & Ridge diameter.Apply one nail on each side fall on opposite sides of the hip or ridge. with Sealant Shingles are designed to 10"From the exposed end and I" in from (See Fig. B.) For High Wind (See Fig 2). complement laminated and laminated- the side edge.(See Fig. B.) For High Wind, looking shingles.They are a high profile apply two nails on each side 9" from the Hip & Ridge Application shingle which adds dimension to your exposed end,and I" and 2" in from the Apply remaining hip and ridge shingles home's hips and ridges. side edge. (See Fig. 2) in the same manner with 8" exposure. Before You Begin All fasteners must penetrate at least%" (See Fig.A.) For High Wind (See Fig. 1).Whenfinishing the ridge, leave no Complete shingle application on roof deck into wood deck or completely through lwood sheathlaminated portion of the last hip and before applying High Ridge Hip and Ridge pying .Cover exposed ridge exposed. One option is to use the 8" s g p h-igles,Hi shingles must be applied fasteners with asphalt plastic cement.Plastic cement must meet ASTM U-4586 exposed portion of a hip and ridge shingle, before applying ridge shingles. cutting a piece the appropriate length to Note Type I or I I (Asbestos Free). extend over the laminated portion of the Installing shingle to the end of the ridge. If a new roof is being applied over an Begin hip application at the eave working Fasten final piece with two nails,each I" in existing roof,remove the old hip and ridge shingles to obtain a level application, toward the ridge. from the side edge and I" in from the end Begin ridge application opposite the of the ridge. For High Wind use four nails, Fastening prevailing wind direction. each I" and 2" in from each side edge and Use nails only when installing this product. I" in from the end of the ridge. Nails must be corrosion resistant, I I- or Arrange shingles along the center line so 12-gauge,with heads at least�%" in that both halves of the laminated piece Cover exposed fasteners with asphalt plastic cement. Hip&Ridge Shingle Application Hip&Ridge Shingle Fastening 4 Fig.A t. Prevalling Wind Fig.B Top View Side View Direction NailA q 1 ITop Laminated 1" Nail Piece Nail� \\y I A I I I I q I I I I I I I I I 1 I I I A I I I I I m i i Ji s r 8° «I Exposuree dj UI I I I II 12" Fig.1 4 Fig.2 F— prevailing Wind Diractlon A Top View Side View Nails --- 4 p Nails 1._1Nails TOP laminated . Z. 1" 9" pi- Umj I t p I 1" i'• 4 I I I I I p I I I I I I A I I I I SI posure I OWENS CORNING SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE, LOSS, COST, EXPENSE OR LIABILITY RELATING TO FAILURE TO FOLLOW THESE INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTALLATION INSTRUCTIONS MAY AFFECT OWENS CORNING OBLIGATIONS UNDER THIS PRODUCT'S LIMITED WARRANTY. High Style° Installation Instructions me Hip & Ridge Shingles Owens Corning High Style Hip of elastometric roof cement,the size of a 4. Completely cover"starter"shingle with & Ridge Shingles are designed quarter,on each side of the hip or ridge,on the 8"exposed portion of the next hip to complement laminated and the dimensional fold prior to installing the and ridge shingle. laminated-looking shingles. They succeeding shingle.Cover exposed 5. Fasten each shingle through the are a high profile shingle which fasteners with elastometric roof cement. ` add dimension to your home's dimensional fold with one nail on each hips and ridges. Installing side,placed 9-1/2"back from the exposed end and 1"in from the side Prevailing Wind Direction edge.All nails must be covered by succeeding shingles at least L Before You Begin t Apply remaining hip and ridge shingles Complete shingle application on roof deck in the same manner with 8"exposure.c�:s —► before applying hip and ridge shingles. 6. Cut final ridge shingle from the 8" Hip shingles must be applied before exposed portion of a hip and ridge applying ridge shingles.All hip and ridge shingle.Cut piece an appropriate length shingles are applied with an 8"exposure. 1. Begin hip application at the eave to extend from the edge of the Note:If a new roof is being applied over working toward the ridge. dimensional fold to the end of the ridge, an existing roof,remove the old hip and ridge shingles to obtain a level la.Begin ridge application opposite the 7. Fasten final piece with two nails,each application. prevailing wind direction. 1-1/2"from the edge and 1"in from 2. Cut first High Style Hip&Ridge shingle the end of the ridge.Cover exposed 8"up from the exposed end(along the fasteners with elastomatic roof cement. dimensional fold).Use the remaining t I 8-1/2"portion of the shingle,with the cwt To Fit\ Exposure �l l i dimensional fold,as the"starter"hip or ________ Nail 9'.i'—SII ridge slllngle. Back 3. Install this"starter"shingle with the dimensional fold positioned at the Fastening leading edge of the hip or ridge.Fasten through the dimensional fold with one - Use nails only when installing this product. nail on each side,placed 1-1/2"in and Nails must be galvanized, 11-or 12-gauge, 1"up from the Gut edge. with heads at least 7/16"in diameter.Nails should be places 9-1/2"back from the Nan 9� exposed end and 1"in from the side edge. a Back Exposure All nails must be covered by succeeding shingles at least 1° All fasteners must penetrate at least 3/4"into A wood deck or completely through plywood sheathing.In high wind areas apply a spot Starter Shingle OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA 43659 ROOFING SYSTEMS BUSINESS System Thinking"is a trademark of Owens Corning. The Pink Panther is a-and©of United Artists Corp.Licensed by MGM Consumer Products. Printed U.S.A.,March 2000 Copyright©2000 Owens Corning. Florida Building Code Online Page 1 of 3 F Product Approval FILE Copy � rJD�31135 ' USER: Public User Product Approval Menu > Product or Application Search > Application Detail FL # FL5414-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (800) 746-6687 ext 4807 Chuck_Anderson@simonton.com Authorized Signature Chuck Anderson Chuck_Anderson@simonton.com Technical Representative Chuck Anderson Address/Phone/Email 1 Cochran Ave. Pennsboro, WV 26415 (800) 746-6687 chuck_anderson@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHr... 7/26/2006 Florida Building Code Online Page 2 of 3 ANSI/AAMA/NWWDA 101 I.S 2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/10/2005 Date Validated 11/17/2005 Date Pending FBC Approval 11/21/2005 Date Approved 12/06/2005 Summary of Products FL # Model, Number or Name Description �115414.1 43-06 waivers to 40-06 43-06 waivers to 40-06, THD @ Home Services 6060, Profinish Builder, Luminess 500, Vinyl SH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 5414 R1 I AAMA 101 4006 4017 sh Impact Resistant: 36x-84..pdf Design Pressure: +/- PTID_541.4_R1_I_AAMA 10.1.40064.017 sh Other: 43-06 waivers to 40-06 see attached 52x62.pdf waiver. Vinyl SH 36x62 DP = +/- H-R45 P...TID._54.14_R1_I S.-_1__25_R2_.pdf 44x62 DP = +/- H-R30 44x62 DP =+/- H-R35 PTID_541.4_R1._.I._S 12.6R2 pdf 52x62 DP = +/- H-R35 36x84 Oriel DP = +/- PTID 5414 R1 I S-156-1Rpdf H-R50 Non-Impact, Not for use in HVHZ area. PTID_5414_R1_I_S.-:_175-2..pd-f PTID_541.4_R1._I_S-176. 2 p..d..f PTID 5414 R1 I S-191-2R.pdf PTID 5414 R1 I Simonton Waiver 40- 06etc.pdf Verified By: 5414.2 43-17 waivers to 40-17 43-17 waivers to 40-17 and 40-06, Profinish and 40-06 Contractor, Profinish Master, Luminess 700, Luminess 800, Vinyl SH Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions jApproved for use outside HVHZ: Verified By: Impact Resistant: j Design Pressure: +/- !) Other: 43-17 waivers to 40-17 and 40-06 see attached waivers, Vinyl SH, 44.25x60 DP H-R40 36x76 DP = +/- H-LC50 36x62 1 DP = +/- H-R45 44x62 DP = +/- H-R30 ( 44x62 DP = +/- H-R35 52x62 DP = +/- H- 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHr... 7/26/2006 Florida Building Code Online Page 3 of 3 IR35 36x84 oriel DP = +/- H-R50 Non-Impact, Not for use in HVHZ area. II __..._._._........____.._. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: l En lea IM Bob- http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eHr... 7/26/2006 INSTALLATION INSTRUCTIONS J; CAUTION:Some areas that are designated as high wind bourn or debris areas may require additional or special anchorage in order to comply with local and state building codes.Please consult your local Code Official for certified g 1 Instructions regarding the installation of this product Read all instructions thoroughly before beginning the installation of the window. tr These instructions are intended as a basic guide for installing new construction windows.Accessories are available from Simonton to ease the installation and finishing of the window.For more information on accessories and their applications,contact your Simonton supplier. 1 Inspect unit for correct size,type,damage and correct installation information ®� for your application.If a problem exists with any of these areas contact your distributor before installing.Begin by measuring the rough opening.The window should have approximately 1/4"and no more than 1/2"around the perimeter of Fig.A Fig.B the unit.Also check sill plate to ensure it is level(Fig.A).If sill is not level make dip corrections at this time. 2 Nail fin of the window must be sealed with the proper grade of sealant and flashing to prevent water infiltration around the window.The proper grade will depend on the surface the nail fin will be sealed against.Always make sure l that the material used is compatible. 3 Run a continuous 3/8"bead of sealant around the inside perimeter of the nailing fin aligned with pre-punched holes(Fig.B). 4 Place temporary shims at each corner of the rough opening where the jamb meets the sill plate.With the sash closed and locked,insert the window from the outside and rest it on the shims.Make sure there is a 1/4"gap between the sill plate and window frame to allow for fluctuations in building materials and window unit(Fig.C). Mg.C Fig.D 5 Using a corrosion resistant fastener that will penetrate a structural member at least 1"with a head size larger than the pre-punched hole begin by inserting fastener in the pre-punched hole in the top corner of the nailing fin.Check the q window that it is centered,plumb,level,square and true in the opening,then nail the bottom opposite corner at sill(Fig.D). I ' g Measure the unit diagonally in both directions to ensure the squareness of the window(Fig.P.If the window is out of square or the sill is bowed,the over- e3, lapping and interlocking meeting rail may not seal properly even if the sash s f locks. Check the sash where they meet the jambs to be certain the reveals are even. If there are any uneven reveals(gaps),shim accordingly.Check operation and make any further adjustments.To complete the anchoring of the unit insert fasteners in a minimum of every other pre-punch nail hole. Fig.E Fig.F Note.if the jambs are adjusted too far in or out the sash pivot bar could bind and cause the sash to become inoperative. 6 Loosely pack insulation around the window frame,on the interior,between the frame and the opening.The use of expandable foam is not recommended. 9 Finish off the exterior of the window.If applying brick,stone,stucco,etc., make sure to leave a 1/4"gap around the entire window frame to allow for fluctuation and expansion of materials and mortar.Be sure to use the proper grade of sealant to seal the entire perimeter of the window(Fig.F).Do not leave any gaps where water or outside elements can penetrate into the home. Use common sense to complete the exterior.Seal all areas that are prone to air or water infiltration.Make certain that the weeps on the outside of the window are open and that water can drain from the sill and out of the weeps(Fig.G). Fig.G Fig.H 10 Finish off the interior of the window.Check the window to be sure it operates properly(Fig.H). 11 Remember.The homeowner is the final Inspector.Clean the window well and remove all debris from the job site.Be sure the homeowner is familiar with the proper operation and all features of the window. ALPIF SIMONTE?N® W I N D O W S We make lasting impressions® Pro Finish"Simonton Windows'and We make lasting impressions are registered trademarks Architectural Testing AAMAIWDMA/CSA TEST REPORT Rendered to: SIMONTON WINDOWS SERIES/MODEL: 43-06 TYPE: PVC Single Hung Window with E8 and A7 Reinforcement Report No.: 601.50.01-501-47 Teat Dates: 09/22/05 And: 10/24/05 Report Date: 01/30/06 Expiration Bate: 10/24/09 130 Gerry Court York, PA 17402-9405 phone_ 717.764-7700 fax: 717.764-4129 www.archtest.com Qiniann a �,nFJMFnnF(YH4) fijddnq aoiaa4xq Pi :nn (n�ongnnp-9p-w dML Architectural Testing AAMA/WDMA/CSA TEST REPORT SUMMARY OF RESUILTS Summarr of Results Title Test Specimen #1 Test S)ecimen#2 I-1-R35 1118 x1600 H-IZ35 1118 x 1600 Rating 44 x 63 44 x 63) Operating Force 120 N 27 Ib) N/A Air Infiltration 0.46 L/s/m 0.09 efin/ftN/A Water Resistance'fest Pressure 251 Pa(5.25 pso 323 Pa 6.75 pst) Uniform Load Deflection Test Pressure 1075 Iia ±35.0 ps�o 1675 Pa (±35.0 2sQ Uniform Load Structural Test Pressure 2512 lea ±52.5 psD 2512 Pa ±52.5 pso Forced Entry Resistance L Grade 10 N/A Sumina of Results Title Test Specimen #3 Test Specimen #4 Rating 1-1-135 914 x 1880 H-R50 914 x 1880 36x74) 36x74 Oparating Force N/A N/.A Air Infiltration N/A N/A Water Resistance Test Pressure 287 Pa 6.0 s 359 Pay 7.5psi) Uniform Load Deflection Test 17ressure 1675 Pa ±35 pso 2393 Pa ±50.0 pst.) Uniform Load Structural Test Pressure 2512 Pa ±52.5 sf) 3589 Ila ±75.0 2so forced Entry Resistance N/A N/A Reference should be made to ATI Report Identification No. 60150.01-501-47, for complete test specimen description and da.w. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 Fax: 717.764.4129 www.archtest.com 4inipnn d iPnR)AFVH(XHa) hTddnS aotaa4x3 21 �so (o3m)9oo2-92-�u Architectural Testing AAMA/WWDA/CSA TEST REPORT Rendered to: SIMONTON WINDOWS. One Cochran Avenue Pennsboro, West Virginia 26415 Report No.: 60150.01-501-47 'fest Dates: 09/22/05 And: 10/24/05 Report Date: 01/30/06 Expiration Date: 10/24/09 Project Summary: Architectural 'resting, Inc. (ATI) was contracted by Simonton Windows.to witness testing on four Series/Model 43-06, PVC single]lung windows at Simonton's test facility in Pennsboro, West Virginia. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R35 l IIS mm x 1600 mm (44 x 63); Test Specimen #2: H-R35 I118 mm x 1600 mm (44 x 63); Test Specimen #3: .H-R35 914 mm x 1880 mm (36 x 74); Test Specimen #4: H-R50 914 mm x 1880 mm (36 x 74). Test specimen description and results are reported herein. Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 101/1.S.2-97, 1161untary Specifications for AT.uneirrunr, Virry/ (f'11C') and Rood Windows and G/ars Doors_ AAMA/WDMA/CSA/101/l.S.2/A440-05, Standard Specification for Windows, Doors, and Unit Skylights. Test Specimen Description. Scries/Model: 43-06 Type: Poly Vinyl Chloride (PVC) Single Hung Window with E8 and A7 Reinforcements 130 Derry Court York, PA 17.102.9405 phone: 717.764-7700 fax: 717.764.4129 www,archtest.com Qininnn ,i IPn;)AFbnfi(YH4) hlddns aotaa4x3 21 80 (oim)9002-92-�v 60150.01-501-47 Architectural Testing Page of 12 Test Specimen Description: (Continued) Test Specimen#1; 1-1-R35 11 .18 x 1600 (44 x 63) Overall Size: 1118 mm (44") wide by 1600 mm (63")high Sash Size: 1064 mm (41-7/8") wide by 772 nun(30-3/8") high Screen Size: 1016 mm (40")wide by 759 mm (29-7/8") high Daylight Opening: 991 mm (39")wide by 703 mm (27-5/8") high Overfill Area: 5.4 m' (19.3 fo) Reinforcement: No reinforcement wits utilized. Test Specimen #2: H-R35 111.81 1600 (44 x 63) Overfill Size: 1118 mm (44") wide by 1600 mm (63") high Sash Size: 1064 mm (41-7/8")wide by 772 mm (30-318")high Screen Size: 1016 mm(40") wide by 759 mm(29-7/8") high Daylight Opening Size: 991 mm (39") wide by 703 min (27-5/8") high Overall Arca: 5.4 m'` (19.3 ft2) Reinforcement: (Simonton Code Eli) The lock rail utilized a 16.0 mm (0.629") by 15.4 mm (0.606") by 2.3 min (0.090") steel reinforcement, reference Drawing No. RE0016. The sash stiles utilized a 23.3 (0.919") by 15.4 mm (0.606") by 1.5 mm (0.06011) steel reinforcement, reference Drawing No. RE0025. The fill rail utilized a 20.9 mm (0.821") by 15.4 mm (0.606") by 2.3 mm (0.090") steel reinforcement, reference Drawing No. RE0014. glnignn d FJddnS aota24x3 21 :80 (01M)9002-92-�nf 1-47 Architectural Testing Page 3 of 122 Test Specimen Description: (Continued) Test Specirnen #3: 1-I-1135 914 x 1880 (36 x 74) Overall Size: 914 mm (36") wide by 1880 nim (74") high Sash Size: 857 mm (33-3/4") wide by 1880 mm (36") high Daylight Opening Size: 787 mm (31") high by 838 mm (33") high Screen Size: 816 mm (32-1/8")wide by 902 mm (35-1/2") high Overall Arca: 5.2 m` (18,5 it) Reinforcement: (Simonton Code A7)The lock rail utilized a 12.9 mm (0.509") by 15.4 min (0.606") by 1.5 mm (0.060") aluminum reinforcement, reference Drawing; No. 1�130013. The sash stiles utilized a 23.3 mm (0.919") by 15.4 mm (0.606") by 1.5 mm (0.060")aluminum reinforcement, reference Drawing No. RE0022. Test Specimen #4: H-R50 914 x 1880(36 x 74) Overall Size: 914 mm (36") wide by 1880 mm (74") high Sash Size: 857 mm (33-3/4") wide by 914 mm (36") high Daylight Opening: 787 mm (31") wide by 838 mm(33")high Screen Size: 816 min (32-I/8") wide by 902 mm (35-1/2") high Overall Area: 5.2 m, (18.5 ft`) Reinforcement: (Simonton Code E8) The lock rail utilized a 16.0 mm (0.629") by 15.4 mm (0.606") by 2.3 min (0.090") steel reinforcement, reference Drawing No. RE0016. The sash stiles utilized a 23.3 (0.919") by 15.4 mm (0.606") by 1.5 mm (0.060") steel reinforcement, reference Drawing No. RE0025. The lift rail utilized a 20.9 mm (0.821") by 15.4 mm (0.606") by 2.3 mm (0.090") steel reinforcement, reference Drawing No. RE0014. QiniQnn ,4 ianAjPcPnA(XH4) fiIddnS aotaa4x3 21 :90 t03o Ant-92-w Architectural Testing 60150.01-501-47 Pxt;c 4 of'12 Test Specimen Description: (Continued) The following descriptions app&to all ynecirnens. Finish: All vinyl was white. Glazing Details: The units were glazed with 19 mm (3/4") thick, scaled insulating glass, fabricated from two sheets of 2.8 mm (3/32") thick, clear annealed glass and butyl spacer material with a "U" shaped Steel substrate, single sealed. The fixed lite; was glazed from the interior. The sash was blazed from the exterior. Each insulating glass unit was set in sealant and secured with rigid vinyl glazing beads. Weatherstripping: Descrintion Quantily Location 4.7 mm (0.187") backed by 1 Row Sill 6.4 mm (0.260") high pile with tin 4.7 mm (0..187') backed by 2 Rows Sash stiles 7.4 mm (0.290") high pile with fin 4.7 mm (0.187') backed by l Row Lock rail, keeper rail 6.6 mm (0.260") high pile with fin 4.7 mm (0.187") backed by 1 Row Uft rail 11.2 mm (7/16") diameter offset foam filled vinyl jacket 4iniinn i,)nn)PFPnfi(xHq) filddns aolaagx3 El ;80 (01f,09002-92-Inr Architectural Testing 60150.01-501-47 Page S of 12 'lest Specimen Description: (Continued) Drainage: Description Quantity Location 32 mm (l-1/4")wide by 2 Exterior face of sill, one 108 mm 8.9 mm (.350") high weepslot (4-1/4") in from each end (with flap) 32 mm (1-1/4")wide by 2 Sill/jamb intersection, one at each 12.7 mm (1/2") deep weepslot end (with out sill cavity plugs) 25,4 mm (1") wide by 2 Sill intermediate leg, one at each end 4,7 mm (3/16") high weepslot 4.7 mm (3/16") diameter hole 4 Bottom rail and keeper rail glazing pocket, one at each end Frame Construction: The PVC frame was constructed using; mitered and welded corner construction. The fixed meeting rail was coped and fastened through the Jambs to a nylon shear block with.one#8 x 38 mm (1-1/2") fasteners per end. The shear block was secured to the fixed meeting rail with one #6 x 25 mm (I") tasteners per end. The shear blocks were attached together with one#8 x 22.2 mm (7/8") fastener. Sash Construction: The PVC sash was assembled using mitered and welded corner construction. Screen Construction: The screen was constructed from formed aluminum. The corners were square-cut and securer{ with plastic corner keys. Fiber mesh screen cloth was held-in-place with a flexible spline. The plastic screen corners of a. second screen were perforated to permit drainage. 4iniRnn 'H lanh)RFVW XHA) FIddnS aoTaagx3 E [ ;80 (oim)9oo2-92-1nr 60150.01-501-47 Architectural Testing Page 6 of 12 Test Specimen Description: (Continued) Hardware: Descriotion Quantity Location Metal lock and keeper 2 Lock rail, one 8" in from ends, mating keepers on the fixed rail Constant force 2 One per jamb balance system Plastic sash tilt latch 2 Lock rail, one at each end Cast metal sash ti It pin 2 Bottom rail, one at each end Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and scaled at the exterior perimeter with a silicone sealant. #6 x 32 mm (1-1/4") drywall screws were fastened through nail tin on 114 mm (4-1/2") centers. A nominal 4.7 mm (3/16") gap was maintained between the window and wooden buck. Silicone sealant was used between the nailing fn and wood buck. QiniFnn 4 hlddnq aolaalxq Fi :gn (nahl)gnna-qa-jnr Alk ok 60150.01-501-47 Architectural Testing Page 7of12 Test Results: The results are tabulated as follows: Para ram Title of Test-"Fest Method Results Allowed Test Specimen #1: 1-1-R35 1.118 x 1600 (44 x 63) 2.2.1.6.1 Operating Force 5.3.1.1 Lower sash Open Breakaway 93 N(21 lbs) 178 N (40.0 lbs) Maintain motion 120 N (27 lbs) 133 N (30.0 lbs) Close Breakaway 71 N (16 lbs) 178 N (40.0 lbs) Maintain motion 71 N (16 lbs) 133 N (30.0 lbs) Lock Open 13 N (3 lbs) 100 N (22.5 lbs) Close 13 N (3 lbs) 100 N (22.5 lbs) Latches Open 4.4 N(1 lb) 100 N (22.5 lbs) Close 4.4 N (1 lb) 100 N (22.5 lbs) 2.1.2 Air Infiltration per ASTM E 283 (See Note#1) 1.57 psf(25 mph) 0.46 L/skirt` 1.5 L/s/mz 0.09 erm/it, 0.30 cftn fi, max. Note #1: The tested .specimen meets (or exceeds) 1he performance levels specifred in ANSI/AA.MA1NkVJVDA 101/T.&-97, 101/1.S.2/NAES-02, AAA14ATIDIIIIA1CSt1 1011 S:21A440- OS for air infrltration_ 2.1.3 Water Resistance per ASTM E 547 (with and without screen) 139 Pa (2.90 psfl No leakage See Note#2 Note#2: The client opted to begin at a pressure higher than the rrrinimum required. 'Those results are listed under "Optional Performance". gininin d ipm PF Pnh(XH�) hlddn5 J01J@4x3 E1 :80 (01009002-92-W Ak 60150.01-501-47 Architectural Testing Page 8 of 12 Test Results: (Continued) Para rash Title ofTest-"fest:Method Results Allowed Test Specimen #X: 14-R35 1118 x 1600 (44 x 63) (Continued) 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the fixed meeting rail) (Loads were field for 52 seconds) 718 Pa(15.0 psf) (positive) 12.2 mm(0.48") See Note 93 718 Pa(15.0 pso (negative) 12.4 mm(0.49") See Notre#3 Note #3: The Uniform Load DG flection test is not a requirement of ANS11A.4MA/NWPVD,4 101/I.S.2-97, or AAAA.11VDA11.4/CSA 101/LS.21A440-05 for this product designation. The deflection data is recorded in this reportfor,.pecial code compliance and information only. 2.1.4.2 Unirorm Load Structural per ASTM E 330 (Permanent sets reported were taken on the fixed meeting rail) (Loads were held for 10 seconds) 1077 Pa(22.5 pst) (positive) 1.8 min (0.07") 4.1 mm (0.16") max. 1077 Pa (22.5 psi (negative) 2.0 mm (0.08") 4.1 mm (0.16")max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Bottom rail 2.5 mnn (0.1.0") 12.7 mm (0.500") Meeting rail 2.5 mm (0.10") 12.7 mm (0.500") In remaining direction at 50 lbs Lett stile 1.5 corn (0.06") 12.7 mm (0.500") Right stile 1.5 mm (0.06") 12.7 mm (0.500") 2.1.7 Welded Corner Test Meets as stated Mc;cts as stated 2.1.8 Forced .Entry Resistance per ASTM E+ 588 5.3.5 Type: A Grade;: 10 Disassembly No entry No entry Tests Al through A5 No entry No entry Test A7 No entry No entry ]-land&Tool Manipulation No entry No entry oinii in 4 i;)nr,iQ�7nn1;(YH4) filddnq aotaajxq F1 ;Rn (ngh))gnnP-92-inf 60150.01-501-47 Architectural Testing Pap 9 or 12 Test Results. (Continued) Paragraph Title of Test:-Test Method Results Allowed Test Specimen 41_: H-R35 1.118 x 1600 (44 x 63) (Continued) Qptional Performance 4.3 Water Resistance per ASTM E 547 (with and without screen) 251 Pa.(5.25 pst) No leakage No leakage 2.1.4.1.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 1.675 Pa(35.0 psf) (positive) 35.6 mm (1.40") See Note 93 1675 Pa(35.0 psf) (negative) 30.8 mm (1.21") See Note 43 2.1,4.2 U niform Load Structural per ASTM E 330 5.3.4.3 (Pennanent sets reported were taken on the fixed meeting rail) (Loads were held for 10 seconds) 2512 Pa (52.5 psf) (positive) 3.0 mm (0.12") 4.1 mm (0.16") max. 2512 Pa(52.5 pso (negative) 3.6 mm (0.14") 4.1 nun (0.16")max. Test Specimen #2: H-R35 1 l 18 x 1600 (44 x 63) Optional Perfonnance 4.3 Water Resistance Test per ASTM E 547 (with and without screens) 323 Pa (6.75 psf) No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 1675 Psi(35.0 pst) (positive) 20.3 mm (0.80") See Note#3 1675 Pa.(35.0 psf) (negative) 18.3 mm (0.72") See Note 93 4,4.2 Uniform Load Structural per ASTM E,330 (Penizanent sets reported were taken on the fixed meeting rail) (Loads were held for 10 seconds) 2512 Pa(52.5 pso (positive) 0.01 mm (<0.01") 4.1 mm (0.16") max. 2512 Pa (52.5 pst) (negative) 3.6 mm (0.14") 4.1 mm (0.16")max. oini:)in a ianniQcnnFrvual fiTddnc aotaaaxa ni ;Qn (nam)gnna-qa-inr Ak 60150.01-501-47 Architectural Testing Page 10 of 12 Test Results: (Continued) Paragraph Title-of Test-Test Method Results Allowed Test Specimen #3: H-R35 914 x 1880 (36 x 74) Optional Performance 4.3 Water Resistance Test per ASTM E 547 (with and without screens) 287 111a (6.0 psi) No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Detlections reported were taken on the fixed meeting rail) (Loads were held for 52 seconds) 1675 Pa(35.0 pst) (positive) 8.6 mm (0.34") See Note#3 1675 Pa(35.0 pso (negative) 12.7 mm (0.50") See Note 43 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the fixed mating rail) (i„oads were held for 10 seconds) 2512 Pa(52.5 psf) (positive) 0.8 mm (0.03") 3.2 mrnn (0.125")max. 2512 Pa (52.5 psi) (negative) 2.3 mm (0.09") 3.2 mm (0.125")max. Test S edmen#4: N-R50 914 x 1880 (36 x 74) Optional Performance 4.3 Water Resistance"fest per ASTM E 547 (with and without screens) 359 Pa(7.5 pst) No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections recorded were taken on the fixed meeting rail) (Loads were held for 52 seconds) 2393 Pa(50.0 psf) (positive) I6.8 rnrn (0.66") See Note 43 2393 Pa(50.0 psi) (negative) 11.4 mm (0.43"} See Note 93 4.4.2 Uniform Load Structural Test per ASTM E 330 (Permanent sets recorded were taken on the fixed meeting rail) (Loads were held for 10 seconds) 3589 Pa(75.0 pst) (positive) 3.0 mm (0.12") 3.2 mm (0.125") max 3589 Pa(75.0 psf) (negative) 1.3 mm (0.05") 3.2 mm (0.125")max Qini�:in .i i;3nn)nrnnF(YH4) hTddnS aoiaa4xg VI :An fngDllgnna-gP-lnf ARL Architectural Testin 60150.01-SU 1-47 g Page 11 of 12 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years fi•orn the original test date. The results herein were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full, without approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC: QtgftaUy Sgrod by:Mirhaai Clay Ugltatty 5lgncd by,Michael L Macrmreth Michael Clay Michael L.Maekereth Regional Project Manager Director- Operations MC jld Qininin ,a fijddnq .ioj.la4x3 Ul 80 (0314)9002-92-1f1f 60150.01-501-47 Architectural Testing Page 12 of 12 Revision Log Rev,# Dat_a Revision(s) 0 01/30/06 NIA Original report issue ninycin .j i :nriocnnr,/vujl fiTddnc aoraaax� ni ;an (n701)Qnn7-Q:i-,1nr Q Loclo FLORIDA CUSTOMERS PROFINISH/LUMINESS NO P.E. SEAL REQUIRED SINGLE HUNG INSTALLATION SUPPORTED NEW CONSTRUCTION ONLY BY HAMA TEST REPORTS INSTALLATION PROCEDURE n_I 0 m rl- co m v 0 rn X C= ti [4' [ I suz mr?Lg4s EWAiti:R 'I f R jrwED FAR CODE COMPLIANCE ij KEEP TH1.3 PAN ON I{D8 IIAPR 118 2m BuM,n zeni:j' s,ttcllUrd-jit,FL ,� (� � Caam4YT frufe a L`caKat T7o. CL = y Ln i O L ^ cu 1-, X LyA VS:f.'_`•d_x�^ttrTEVFM s:.ma...rt r d.r�.-y.r s..o.u"•.k..ren.nsr a c..r-*+�r o.f oer: Ho1E1 Mq n h..tld rt.ff... T.Y Fa,cl Y pO+Mnb...mast ar sr sTvcf A. MSTPaM ML.T FNC'10Fi TARCLQ1 EACH HCIE LCCATtD N P-E 6AlNG M L51W A/H . 7-1/4:l♦~T YETFl 50d Yt1. a*/.afln tln n,—6 --F—,.f ar—,d 9 b w nye<rt.Iw M 7•c. CT 1■��.1VAa[4 TTS MiYw 6f.af l.ii M r.b�A n#a.M rfW Mere L�eA'bo.'M Y La emV.IR VJd■/tOK glrxl fcn vsM ra. - Rersiona 7sL+ . ed bl:� Datea< 1Zarsaioma lte.iw�: Date fIlc lNOOQ7 m ■ SIMONTON* saoeu PWL>E-ob.&T: .x l it D a w a Cu DraTra iF Lu in i %-i.: FlT 09 O 02 Ln Sed": PRORNISH LUMINESS A04 o T I Title: t-LORIUA INSTALL AIMN PECOCEDLRE 0 ry ru i Florida Building Code Online Page 1 of 5 FILE COPY E)'L,T--e 12 dA L '-16X-2,5 Product Approval USER: Public User 7, Product Approval Menu > Product or Application.Search > Application List > Application Detail FL # FL4904 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbblSci... 8/2/2006 ` Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 07/25/2005 Date Validated 09/27/2005 Date Pending FBC Approval 08/14/2005 Date Approved 10/06/2005 _._............_..................................................__._........................_.__................_.__....__..........................._.................._................_....._......._..._............_.......,.._....................._...._....._...._.._.._...................................._..._...._..................................._........_.._...................................... . Summary of Products FL # --7Model, Number or Name Description 4904.1 Wood-edge Steel Side- 6'-8" Opaque I/S and 0/S Single Door s Hinged Door Units Limits of Use (See Other) Certification Agency Certificate i Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4904 1 Install-6'8-_WEG..Laz_e_d.._pdf Impact Resistant: PTID 4904 I Install 68 WE Opaque.pdf j Design Pressure: +/- PTID 4904 I Install 80 WE Glazed.pdf i Other: Evaluated for use in locations P.T..ID_4904_I_Insta.1.l..___80.__WE..__O.pa_q_ue._pdf j adhering to the Florida Building Code Verified By: including the High Velocity Hurricane Zone, and where pressure requirements as i determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT 3 required. See installation drawing DWG-MA- FL0128-05 for additional information. 3 4904.2 Wood-edge Steel Side- 0 ide- 8'-0" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: i Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as j determined by ASCE 7, Minimum Design http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtelulwHNbblSel... 8/2/2006 Florida Building Code Online Page 3 of 5 Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Max DP 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA- j j FLO129-05 for additional information. 4904.3 Wood-edge Steel Side- 6'-8" Opaque I/S and 0/S Door w/ or w/o I Hinged Door Units Sidelites I I Limits of Use (See Other) Certification Agency Certificate f Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: } Impact Resistant: j Design Pressure: j Other: Evaluated for use in locations adhering to the Florida Building Code Iincluding the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = j +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO128-05 for i additional information. i 4904.4 rWood-edge Steel Side- �8'-0" Opaque I/S Door w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate i Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, j and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, I but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.5 Wood-edge Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtclulwHNbbISci... 8/2/2006 F?orida Building Code Online Page 4 of 5 Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: I Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, i but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. i 4904.6 Wood-edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/o Hinged Door Units �Sidelites Limits of Use (See Other) Certification Agency Certificate i Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code i including the High Velocity Hurricane Zone, k and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. j 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA- L0130-05 for additional i information. I 4904.7 __j Wood-edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelites Hinged Door Units f Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbblSei... 8/2/2006 Florida Building Code Online Page 5 of 5 and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing I DWG-MA-FLO131-05 for additional information. f 14904.8Wood-edge Steel Side- 8'-0" Glazed 0/S Door w/ or w/o Sidelites 7 Hinged Door Units I Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions i Approved for use outside HVHZ: Verified By: j Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations f adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design k i Loads for Buildings and Other Structures, does not exceed the design pressures listed. j 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -40,0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA- L0131-05 for additional information. E - , i Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida, All rights reserved. Copy_rght and Disclaimer Product Approval Accepts: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbblSci... 8/2/2006 ETL SEMKO v�4 BUILDING PLANS FXAMINFR 14,Ione, 2002 REVIEWED FOR CODE COMPT,TANCp County of Duval/Jacksozaville KEEP THIS PLAN ON JOB Attention: Chief Building Official ,JUN 2 5 2002 220 E Bay Street, Room 100 Jacksonville, FL 32202-3401 Buil ing Zoni g' Inspectial� v•Jex„ FL. 904/630-1088 ' ,txaminet' Slgne4 a �� '/ SENT VIA OVERNIGHT MAIL License No. RE: Masonite International Entry Door Test Results (includes Entergy, Castlegate, and a revised Johnson product line submission) Attention: Chief Building Official Intertek Testing Services —ETL Semko has been retained by Ma-sonite International to review test results and product design ratings for their entry door product lines. The test reports submitted were produced by National Certified Testing Laboratory and Certified Testing 'Laboratory. The test reports were reviewed by ITS staff to determine if the design load information supplied by Masonite in their Product Performance Data Manuals was fully supported by tests conducted in accordance with Miami-Dade County protocols PA 201, PA 202 and PA 203. Based on our review and the data contained ill the reports, we have issued certificates for the product lines that indicate conformance with Florida Building Code requirements for the design structural loads indicated in the Masonite procedure manuals. ?u � ITS —ETL Scmlco did not witness the tests conducted and has assumed that the reports are accurate reflections of the actual performance_ All of the test reports were produced by laboratories that are recognized by Miami-Dade County Product Control and are signed by a Florida Registered Professional Engineer. Our certificates, therefore, attest to w ' the correctness of Masonite's claims of conformance to the Florida Building code with regard to structural and impact resistance ratings assuming that the test reports supplied are reliable indicators of-the product's performance. [Note. Products referenced within these documents are not currently listed by Intertek Testing Services for windstomi resistance.] Ta s, Where errors or discrepancies were found, Masonite has agreed to revise specific data r heets (or OOP's) to reflect the correct information. Corrections that have not yet been ade to printed versions are indicated in by notes on the sheets contained in the nclosures to this submission, he attachments to the cerci Ecates include a table that correlates the Masonite data sheets +o- ��,, o specific test reports by report number and laboratory. The ITS review was specific to ��'*��i he following items. Intertek Vesting Sel-OCCs NA,111C. Warnock Kersey 8431 Murphy Drfve,Middleton,WI 53562 c7c Telephone 60$-$36 440D Fax GOB-831-8279 Homo Pogo www.atleemko.cpn) Z a ti�60 'ON 01 9 9002 'l Jib' DEPTHENT OF PUBLIC WORKS 4 � Buildi g Inspection Division July 1 , 0 J 2002 a y a ✓�CkSONV���'� � Randy Darsey, Manager Builders First Source 5930 Orlando Street Jacksonville, Florida 3220$ Atten ion: Randy Darsey ENTERGY DOORS BY PREMDOR/MASONITE INTERNATIONAL CORP. Subject: APPROVAL OF DOOR,DOCUMENTATION FOR WIND LOAD COMPLIANCE The p •oduct documentation submitted by PREMDOR for ENTERGY ENTRY SYSTEMS to be install d within the jurisdiction of the City of Jacksonville, Building Inspection Division, has been reviewed for compliance with the FLORIDA BUILDING CODE 2001. We are pleased to infornt you that the documentation has been approved. In acc rdance with our Bulletin G01-02, REQUIRED WINDOW AND DOOR DOCUMENTATION FOR WIND LOAD COMPLIANCE,revised 3/19,/02,the product information submitted will be filed its our office as "Master On,File" documentation. We ar returning two (2) set to you. Both copies of the signed and sealed Installation Drawi igs have been stamped, REVIEWED FOR CODE COMPLIANCE, It is your respoi sibility to furnish your customers with a legible copy of the approved Installation Drawi gs. The customer will be responsible for having a legible copy of this document at the job sit for the City's Building Inspector's use at the time of the "dry-in" inspection. An AAMA or WDMA or other approved certification label shall be attached to each window unit, dearly visible after the window is installed.. Should any changes be made to your product,including installation drawings,new docurnentation.shall be submitted to this office for review and approval in accordance wit11 Bulletin G01-02.-If you have any questions, please refer them William L, Lyle at 904""--630- 2351. REVI D BY: APPROVED BY: I✓(,� 4 r , Willia L. Lyle, R. A. Thomas H. Goldsbury,P. E.,C Plans xaminer Supervisor 0-def, Building Inspection Division u� AREA CODE 904 1630-1100/200 E. EAY STREET/JACKSONVILLE, FLORIDA 32202-3401 d tiHO 'ON Nlvlc�� : 9 9002 'Z NV 1, Fest report desczibes the product and its installation details adequately to verify that it matches the Masonite specifications aid installation instzuctions_ 2. Test report provides physical load test results per the applicable protocols indicating no failure occ=ed at the proper test load to support the claimed design load rating. 3, Where compliance with PA 201 and P.A.203 (Inapact and Cyclic Wind Pressure Loading)are indicated, test reports were reviewed to verify that large missile impacts where conducted and the assembly subsequently passed the cyclic load test based on the specified design pressure. (Note:Masonite's spec f cations only claim conformance of the Opaque portions of the assemblies for Impact/Cyclic load resistance. Glazed areas require use of approved shutters where inpact resistance.is required.) 4. Installation guidelines were reviewed to determine that frame design and fastening requirements were equal to or more stringent that those indicated in the applicable test reports. S. All reports were reviewed for completeness and signatures of Florida - Licensed P.E.'s. The purpose of this project was to provide Florida Authorities Having Jurisdiction with a comprehensive independent review of Masonite's test data base and provide an assurance from a third party testing and certification body that the design information supplied by Masonite shows compliance with the requirements of the Florida.Building Code. Masonite does not intend to provide full copies of their test reports to code authorities to establish compliance due to concerns regarding the Florida requirement that such information be trade public. Masonite contends that the test reports contain sensitive proprietary information which they do not wish to be made available to their competitors or customers. They therefore have asked us to conduct this review on their behalf and submit our findings to your jurisdiction in the form described herein. A representative of Masonite will be contacting you soon to discuss the enclosed information and answer any questions you may have. ITS would be happy to discuss any questions you have as well. Please feel free to contact the undersigned if we cau be of assistance. Sincerely, 4rte ,6 t /,, im'�rge on roject Manager tiHO 'ON AVS� :9 HE 'Z 'DIV �7 interteK i.esnng zservlces ata Review Ce oo�esl � Certificate # 3.026447C Th s certifies that rntertek Testing Services- ETI',-Semko has reviewed structural load test data and documentation supplied by Masonite International on the product lines indicated below to determine the appropriate design load and impact ratings as pecifted by Miami-Dade County, Florida Protocol PA.201, PA202 and PA203. The data supplied was reviewed for applicability in support of the data contained in the Masonite International Product Performance Data Manuad for the product line and product models indicated below. ITS-ETL-Semko certifies that the test reports provided are consistent with the Masonite Certificate of Pe7rf'onnance sheets (COP's) contained in the product performance data manual specified herein, The attached Masonite International COP/Test Report Validation. Matrices (uniquely nwribered by product model) provides correlation information for each product model reviewed indicating the test lab, report nu; �p.po�LAPI ' � t,,f ize and installation infonxnation and ratings for design load aaadzuppHM Wf the large mY sile impact test. All applicable COP's and Matra haig.t)lUi'drrJ11-1'6�-,Warnock He sey veifzcation stamp and signature �. K��M r��I� PLAN ON JOB JUN 2 i 2002 1'- duct Line; Entergy En:tjy boors Buildig AAn5[)ecii0n Di Jax., FL. Pr( duct Models: Wood-Edge Steel Door E a - Metal-Edge Steel Door L` ah"°�6441C Q ) Fiberglass Door (1Vlatrix#3026447C-0031 IT EYZ Semko has no direct knowledge of the tests conducted and has made no attempt to ver the argyracy or correctness of the data submitted. Ae review conducted was only to det rmine that the mamfacturer's claims as represented in the COP's are correct rep esentatiow of the data supplied fi-om the laboratories. ITS ELT-Semko's review was for cturat performance,results only and dYd not include review of air-infiltration or welter pe etration test`results IS UED: wanwek Horaay 0 447 JUN 14 2ov Y69eson, of ect Manager VERIFIED BY; � - AV9�1 901E 'z HV -Masonite laterrrational COPfrest Report Valirlatfart Matrix#302E447G002: Enter-gy Metal-Edne Steel Doors Referenced Cett[ficate of Performance sheets(COP's)must bear the Warnock-Hersey(WH[)verification stamp F1 SWI-) Type i!Q Size iris. Leaf Size dins. T pe (psf) { sf NCTL 210- thnAQ-wt-r�A) (tuft©-w�.-N 0014-A2; EN3129-02woad OXO O 108x96 1 36 x 96 O 48.3 48.3 Y 1980 4-6 001710;41-02 UW4-o2 _„_._._..._._.,._... ,_.._..._ ...,_„_.. ._.._ _,_.._..._.,._.._„_.. � IG 48.3 48.3 N. .._..._..._.,._.,._.,._,._.,._.,_.._..�..._ „_......._..__.._,. ._..._.,._ CS _.,� ._..._..._.... aoi =22;`_..._.. z EN3130-02wood OXXO O 144 x 96 1,2 36 x 96 O 48.3 48.3 Y 1980 4-6 001810041-02 0005-02 _..._._._.._,._.,._.. _,._„ _..,_ _._,._.._.,._.,._.. ..,.... 5�., _,.,_.,3G x,96. i _.,, .48.3 _48.3 N _„_„_.._.._..._.,._.. .,_.,,_..._,., _.,_ _..,_.._..._.._,. _..._ _ ,,_ _.._.3fi..�.8Q.,_, „1_... ..,_..30..K.8�. _. ..iG_.. EN3142-02 wood XX i 72 x 80 1 2 36 x 80 IG 50.5 50.5 N 18x74 s a0a_2J0041-fl2 0002-;2 _„_„_ _„_._,._,.._.,�,,_.._. _,,._..._,.._..._.._.._.._ _..._.,._,.._. _......... EN3143-02 wood XOIOX 1 72 x80 1 36 x 80 IG 50._5 50.5 N 189746 0;0610041-02 0003-02 .._.,_._._..,...,_,,.._.., .._..,...., ..._.,. _ ...,, ..,._,.._._.,,_„_._..._ _ SL. _._..3fi x•80 . ., 50.5 51.5, ..N.. .,_...._..._,,,. _.,_..,_,.,...._, _,,.._.._ _..,. .._. „_. _„_,._......_.,. ,, .,__,, »., ,, 0�4 02 . .,._..,,._.. EM3144-02 wood OXO 1 108 x 80 1 36 x 80 IG 50.5 50.5 N 18974-6 0007!0041-02 0004-02 ._„_....._.._,_.,_„ „_. �..._... ._,_,,. _._...w._.._...._.._, SL. � .._36 x 80_,._. IG 5fl.5 „50.0 _.N,. ._,_„_,._.,._.,.._,._.._.,,_..._..._..._. _.....,._,._._..._... 0.,. ..._. EN3145-02 wood OXXO 1 144 x 80 1,2 36 x_80 IG 50.5 50.5 N 18974-6 f100H10041 02 0005-02 �E_N3146_-02 wood X �1 M 3_6 x 96� 1 - -36 x 96 _ IG 43.0 45.0 N 1887 46, 10-12 �1=41.02V 0001-02 . _ �EN3147_-0_2_ wood XX �I �_72 x 96 _ _1�2 u _36 x 96 � IG 43.0 45.0 ^N 1x07 4-6.1 ai2� � �� _ C)OW100al-a2 0_002-02' ` EN3161-02 wood X 0 36 x 80 1 - 36 x 80. .. IG_ 50-5 50.5 �N '1897 4-6W _ _V o011/mo1-02 0001-02 EN3162-02 woad XX 0 72 x 80 1,2 36 x 80 IC 50-5 50.5 N 1897 4-6o0IM41-02 0002-02 _..._..._,_.._,.�,._.,_ ......,_..._ ,.,_...._..._ _.._.._._ ,_,�...,_._..,_._., ., _..._.,.._ ,._...,_.._.._...._,.,_..._.._ ._.._,.._.,._ ........ _._,._ ,._ ,_.,._.,_..,_.,,_,..._.,_..._..._.,_...._... .0013-02;-'._,.V.,,. .._.,,_.,.._..,._. EN3163-02 wood XQJOX O 72 x 80 1 36 x 80 IG 50.5 50.5 N 18974-6 001610041-02 0003-02 ._,_._......._......,_ ......_... ...._..._.., ,._,,....,_ ..__.,_..._.,_..._,._„ _,,._...._ .,._..._.._,.,..,_.,._.....,._ ,_..._..._.. _,,._, .._..._ _.._ ..._.,_._,,,-.,,_..._.._.,_,.._..._..._.,,_ 0014-752; ..._...._.... ..._......,._....._. EN3164-02 woad OXO O 108 x 80 1 36 x 80 1G 50._5 50.5 N i 8x7 4-s a017f0041-fl2 0004-02 _., ,._ S L _ ..36 x 80 -- - -•..�,_. ,50.5 50,5 _ w,._..._.,,_..._... .,_.._..,_,.._ .._.,, __,,._......._,,,_ _,..._.._.,._,.._.._.,,_.._ _..._ .-_. _.. _.._.._ _.._..._ _.._..-...._.._.._..._.._..._.._.._..._.., Bois flz; EN3165-02 wood OXXO O 144 x 80 1,236 x 80 _ _ 13 50.5 50.5 N 1597 4-6 00181004 t_-02 0005-02 .._...._._.,_.._.,W.._.. ..._.._. .,.._.. _.._.. _.__.,_.,._,_,......._. - SL.._ _... .,36 x 80u.._.. .. IG�_ .50.5 50.5 _.N.._ _.._.._.._..._. .._.._.._,::_..._..;y _..__..._..._..�.„ ._.....,,_.._._ ME_N3166_-_02_ _wood X _r0 _~3_6_x s6 _i _ u.3s x 96_ _ IG A3A 45A �tV 188746, 1012 ,w 0011-02 0001-02� -EN31 117-02 wood }CX'- - -Q __72x96 _..1.'2 _.._.36 x 96 [�• 43.0 45.0 N 1887 4-s; o-12- "o0iooa 1=az voo;�-02 d=opaque;IG=insulating glass w/mtntmum 118"tempered glazing tested In accordance with Metro-Dade Protocols PA 201, PA 202 AND PA 203 M-S-,.,Wnn.0Ck Horsey 07 6 43, 417 JUN 14 Intertek Te�ttng Services 06114102 Page 2 of 2 Masonlfe Jrtl�ernafforral GOl'�-est Re nt walidatior?tiTafrrx#30264470-003: Enteray Fiberglass Doors Referenced Certificate of Performance sheets(COP'S) must bear the Warnock-Hersey(WHI)verification stamp COP# Conff SWL-} VO Size ins. 9 Leaf Size(ihs. TYPe1 s 1 A ed (MAD-WL-MA) MID-WL-MA) MA0101-02 X 1 36x84 1 36x80 0 76.0 76.0 N NCTL210-19731-3 OW]-92 0001-02 w.•.... W.•••.,. _ •..• ••••._.•••W__ • ...... _..._.._._.v.......... .... _ ..•••_.._.... ...._ _.... 2 36x80 ..... ..•...... ......•.••... ..•__.....•...•••....•......_...........•......_..............•.. ...........•...... ..•••...... r� 0003-02; o MA0103-02 XO/OX I 72x80 1 36x80 O 55.0 55.4 N CTLA-n2W-2 0006M41.02 oao3-02 p .•...•..••. -........••...•,..•.•..••.............•.............. .. z SL14x80 IG 55.0 55.0 N r _._...•.........................•.....••.••••• ...... 0004--0z; MA0104-02 OXO 1 105x60 1 36x80. O 55.0 55.0 N CTLA-772W-2 �7ro041-02 0004-02 •...... _ _.. _.. ..•.. _._............._ ..._.•.__... SL 14x80 I G 55.0 55.0 N - _ ... __ _ ...... ....... ._.._..... .......................... (1005-02; MA0105-02 OXXO 1 105X80 1,2 36x80 O 55.0 55.0 N CTLA-772W-2 (100at0041-02 0005-42 _••.•, _._ __ _.•_.....•_•• ...................._ ..._.•...•••....._. ___.___ .......•••... •............•••._•. __•_..................•..• ......................... _. . SL 36xS0 IG••.••... 55.0 55.0 N •..• ••••..•. _ _...•.._-. MA0106-02 X 1 36x86 1 36x56 O 70.0 70.0 N (TLA-7-r2W 0001-02 OWI-02 MA0107-02 XX I 72x96 1,2 36x96 O 55.0 55.0 N CTIA-772W-1 ODD2-a2 0002-02 MA0108-02 XO/OX f 50x96 1 36x96O 55.0 55.0 N CnA-772W-1 0006MMI-o2 0003-02 - ........ ........ ........._.._..•..•••.............I.......... _._•.•.•• _ SL 14x96 JG 55.0 55.0 N __. r.._w ... ............ _ _•_... 0004-02; MA0109-02 OXO I CAX96 1 36x96 O 55.0 55.0 N CTLA-772W-1 Oo07t4M41-02 0094-02 c - �_•• _ _ ._....--- . ._._.............. SL ...... __...... ... �._•. ......•.. _ MA0114-02 OXXO I 105x96 1'2 36x96 _O 55.0 55.0 N CTLA-7-72W-1 DODW0041-02 4005-02 - •• MAO 121-02 X O 36x80 1 36x80 O 76.0 76_0 M N NCTL 210-1973 1-3 D011-02 (1001-02 r MAO 122-02 XX O 72x80 1_2 36x80 O 550. 55.0 - IV CTIA-772W-2 0912-02 0002-02 _• _. _ww._-..•••.__. ._.. _ ....... __ .•_ 4(113-0.2: MA0123-02 XO/OX O 72x80 1 36x80 O 55.0 55.0 N CTLA-772W-2 (1016/DG41-02 0003-02 _ w.. _ _- _... .._._•.._..........•..........•.....• _............... .. _........ .....................••..••.____••....•........................ ...........-... ••. •.•..._ .....•.•..•.. SL 14x80 IG 55.0 55.4 N 0014-02; MA0124-02 OXO O 108x80 1 36xSD O 55.0 55.0 ..... .._...._......... SL _ 14x8fl IG 55..... _ __..•• __ 0015-02; Q MAO 125-02 OXXO b 144x80 1,2 36x80 O55.0 554 N CTLA-772W-2 001810041-02 4405-02 SL 36x80 IG 55.0 55.0 N N d7 M..... _ ._... ••.w.W_ _.,_ _•__ _ _.. ...•.._•. _,..•...... *.....••.••• ••.._. -.1-.......1.1-11............ X O 36x96 1 36x96 �..0. 70.0 70.0 N (TLA-772W 0011.02 0001-02 .� w- �.•_•.- w_• 2'.x*._.... ....• ..• .._..._.._...•..•............... __. .•,.......... MA0127-02 XX O 72x96 1,2 36x96 O 55.0 55,0 N CTLA-772w-1 4012-02 0002-02 �® 4 _. ._ •••_ _..,• _ ...., ._�.•....•. ......._........••......._.....•.•.....••....... .... •_.__ __•.•.••••••.•.•... ...._ 001392; � MA0128-02 XOlOX O 72x56 1 36x96 O .••_ .5...•5•._.0 55.0 N CTLA-772W-_1 _ O_UI.••W...•{•.3•0•..4.1._02__ DDM-402 SL . ••.. D014-02, , MA0129-02 OXO O 108x96 1 36x96 O 55.0 55.0 N CTL--- 7-- 1 D017/0041-D2 0004-02 SL 36x96 JG 55.0 55.0 IV� W_.•_ m_ o ._. ...... 4015-4 �-- o P AA0130-02 OXXO O 144x96 1,2 36x96 O 55.0 55.0 N C TLA-772W-1 001810941.02 DDDs-42 _•_. ..J...•....__......................... , ......•..•• ... ._....._..•..•.. .... ............................. _.__M._..•...... SL 3fix56 IG 55.0 55.0 N .. ._............•..•...•••••..............• ..... _.__..........-.... ...•_._...,._. _._ MA0141 02 X I 3fix80 1 36x80 EG 52.0 52.0 N CTLA-e45w-2 00o�looat o2 4ao1-o2 7-D Intartak Testing Serufoes 06!14/02 Page 1 of 2 Masoalte International COPITest Report Validation Matrix#3026447C-003_ Entergy 1=rbenaJass Doors Referenced Certificate of Peri`ormance sheets(COP'S)must bear the Warnock-Hersey(WHI)verification stamp COP 9 Confi . Swing Max.Overall Leaf# Nominal Max. Glazin +L P -DP fm act Ref.Test Reports �- (WL-) 1/0 Size ins. Leaf Size(ins.) Type' s psf) Apptd (MAD-WL-MA) (MID-WL-Ar1A} MA0142-02 XX I 72x80 1,2 36x80 IG 52.0 52.0 N CTLA-805W-2 0002fa041-a2 0002-02 _...... _. ........... ............................. 0003 02; .._...................... MA0143-02 XO/OX I 72x80 1 36x80 IG 52.0 52.0 N CTLA-805W-2 0006/0041.02 ODM-02 �...,. .............. ............. . ...............................-................... ........_. _ .`'�_L ,36x80..,.,...,_ IG 52.0 52.0 N ..... ..., ...... _....... .......... .... z 0004-02; MA0144-02 OXO I 108x80 1 36x80 IG 52.0 52.0 N cTLA-805W-2 007ft41-02 0004-02 IG _._.,_._.... ....... ........ SL 36x$0 52... 52.0 N - 0005-02; MA0145-02 OXXO I 144X80 1,2 36x80 1G 52.4 52.0 N CTIA-s05W-2 000810041-02 DD05-42 . _. ... .,w...w .._........................... .__...,. _ S L36x80 IG 52.0 52.0 N ., ............ _.._.�,.,...... ............... .............., .. ....... MA0146 02 X 1 36x96 1 36x96 IG 40.0 40.0 N CTLA-8c75w 000110041-02 0001-02 _- . __.,.., _................... ................ -... I AII47-02 XX I 72x96 1,2 36x96 IG 40.0 40.0 N CTI-A-605W 000=041-02 0402-a2 _ __......... OD00-02; MA014B-02 XOfOX I 72x96 1 36x96 IG 40.0 44,0 N CTLA-w5w 0003101041-02 0003-02 _._..,.,. _ ,. _.... ...._.............. ........ SL 36x96 IG 40.0 40.0 N ... ...,.._._.......... ........... 0404-02; MAD149-02 OXO 1 108x93 1 36x96 fG 40.0 40.0 N CTLA-WSW 000710041-02 0004-02 c _ W _ _.,..... . _.._-_.......... ..._.,. �_. c SL 36x96 IG 40.0 40.0 N c .. ,_.........__. .. W _........ _...._ �_ .... 0005-02; C MA0150-42 OXXO I 144x96 1,2 33x96 IG 40.0 40.0 N GTLA-a05W 000sfo041-a2 0005-02 __ ._,.........�,....._....._.... ......, ...._.._.._- ....._..�. r SL 36x96 IG 40.0 40.0 _ N _._.. .. �._..... ......._.. ............. .... W _ ................... .. _ ........,.,,......,,w ....., _.w_ _.. MA0161-02 X 4 36XBD 1 36x80 IG 5 ;0 „0, N CTLABOSW-, ,2 0011/8041-02 0001„02 __.., w ..,,.,..,,w...,,,.., ._, ......................... ............................................. ...MA0162-02 XX O 72x80 1 2 36X80 IG 55.0 55.0 N CTLA-805W-2 o012M41-a2 0002-02 _ _.,. _ 0013-02; MA0163-02 XO/OX O 72x80 1 36x80 IG 55.D 55.0 N CTLA-BOSW-2 001GAM41-02 0003-02 _ _- - ........ ..... _.__.. .__,_._____.. .............. ......,....... ....._............,.....,..,......,,,,,...,....,...._......... . ........................I........ ................_........... SL36x80 .._....._..� ._........... .............. ...._ ........_............................................. 0014.02; MA0164-02 OXO O 108x80 1 36x80 IG` 55.0 55.0 N CTLA-805W-2 0017/0041-02 0004-02 ..................................-........, _ . .._.......... . SL 36x80 IG 55.0 55.0 N .............. .............................. .._......... ... ._....... ........... _..............,,.....__„__. .......... ........._...._....___._........,.-..--._......... 0015-02; Y MA0165-02 OXXO O 144x80 1,2 36x80 IG 55.0 55.0 N CTLA-805W-2 00111/0041-02 0005-02 ^� ..._ .,. _ ..... ................................... _..,....._, _...._..,..,.. .._..,.._._.. SL 36x80 IG 55.0 55.0 N MAOI66 02 X --b- 36)(96 1...., 36x96 IG..,...,, 47.0 47.0 NCTIA-a05W 001110041-02 0001-02 MA0167-02 XX O „ 72x96 1,2 36x96 IG 47.0 47.0 N CTLA-aosw 001210041-02 0002-02 � ,. ,. 0013-Q2, e MA0168-02 XOIOX O 7/95 1 36x96 IG 47.0 47.0 N CTLA-aosw 001610041-02 0003-02 �r SL 36X96 I 47:0 47.0 N G _, ...,., 0014-02; MA0169-02 OXO 4 108x96 1 36x96 IG 47.0 47.0 N CTLA-ao5w 041710/41-02 0004-02 SL 36x46 IG 47.0 47.4 N - .... _._._. -..._.. ............. ............MAO 170-02 OXXO O 144x96 1,2 36x96 IG 47.0 47.0 N CT[4 8o5ty 001/10041-02 Otros 02 0=opaque;1G =Insulaltttg grass w/mirdmam 1/8'tempered grazing v tested in accordance with Melro-Dade Protocols PA 201,PA 202 and PA 203 Intertek Testing Servlaes 06/14/02 Page 2 or 2 Masortfte inYernattortaf COP/Tesi Relo ort YsJ7datfon Matrix#}3112844?C-SOf: L°rlheray Wood-False Slee!Doors Referenced Certificate of Performance sheets(CO 's)roust bear the Warnock-Hersey(WHI)verification sternp G COP# F $ i o= (wL- Type 110 Size ins ins. T (SO ps NCTL-210- {MAD-YOL-MA MID-WL-MA} EN4101-02 wood X 1 36 x 80 1 36 x 8o O 76.0 76.0 Y lass 5�i 0061 az goDt oz EN4102-02 wood X�t I 72 x 8O 1,2 36 x 80 O baA 55.0 Y 1905 7-9 0042 02 oon2 02 c m W..,. .. ... 06iJ3 02. o EN4103-02 wand XOIOX 1 50 x 80 1 36 x 84 O 67.0 67.0 Y 1881014, 12 DDOGM041-02 Doo3-42 _ _................. ,.,.......m....,.,.. � .. C5 SL 30x....... ............... - .... w - 9004-D2; EN4104-02 wood OXO t 108 x 80 1 36 x 80 d 67,0 67.0 Y 1805 7-9; 188010,12 000710041-02 0004.02 W _ _..,,............- _ ........... .............. ......_...... ......._-.. ._... _. _......._. _ SL 14 x 80....,...... I12i 67.0 67.0 N SL 36 x 80 IG 55.0 55.0 N Ef�4105-02 wood OXX4 i 144 x 80 1 2 36 x 80 O 55.>} 55.0 Y 1905 7-s oaS�bDa t oz 0005 02 _r_ ....... .- ... ....... ... . ..............._.-.........._............................ ._,,,.......,-. SL 36 x 80 IG 55.0 55.0 N .. _ W w ..,... _... ..........................�.... _�,__ ..,..............,,,,.....,.......... _...._.... _.. N4121-02 woad X 0 36 x 80 1 36 x 80 O 76.0 76.0 Y 1861 4-6 Dati-D2 0(}61 D2 _...,.._ - - W,... . __ _ _..�.................._ .... ......�6--R5-0 , .............................. ... _...,,... --.w 1=N4122-02 wand XX 4 72 x 80 1,2 36 x 80 O 55.0 55,0 Y 7 s0s 7 9 Dat 2-0-2 0042-02 �.....................` ............. 0413-02; EN4123-02 wood XO10X O BOX80 80 1 36 x 8Q 0 67.0 67.0 Y t118010,12 U016MOL41-02 M03-42 ._ .............. .. ...._....... .,,,..._..,-.... SL 30 x 80 iG 67.0 67.0 N _. 4014-C2; EN4124-02 wood OXO O 106 x 80 1 36 x 80 O 67.0 67.0 Y 19057-9;sSBO 10,12 001710041-02 coc4-02 _...._...,....,__•_.__.. . __......... ..................... SL .0 6 14 x 80 .... IG 7 67.0 N ...................-.._._,._....... . _._..... ... ..............0 . ,_.__. SL. 36 x 80 tG 55.0 55.0 N .. ..._.................. .�_. ... OD15-02; EN4125-02 wood OXXO 0 144 x 80 1,2 36 x 80 0 55.0 55-0 Y 19057-s 0aIU041-02 00-05-02 SL 36x80 IG 55.0 55;0 N.- EN4141-02 wand X 1 36 x 80 1 36 x 80 1G 50.5 50.5 N 16977 7-9 000110041-C2 DOC 1-42 EN4142-02 woad XX E 72 x 80 1,2 36 x 80 1G 50.5 50.5 .... 0003-0-2; _ EN4143-02 wood X01OX J 72 x 80 1 36 x 80 IG 50.5 50.5 N 1997 7-9 0006/0x41-02 0003.02 _.._... _ _. _ _. _,........... SL 36 x 80 IG 50.5 50.5 N _ .M.._ .. __... .... .. ... 0004.02; �. EN4144-02 wood OXO 1 108 x 80 1 36 x 80 fG 50.5 50,5 N1897 7-9 0007!0041-a2 0004-02 _.._.,.,. . _._.-........- _. ...,__...................____._.. ..... _- -- SL 36 x 80 IG 50.5 50,5 N .�........ 0005-02; ...... ------_...,, EN4145-02 wood OXXO 1 144 x 80 1,2 36 x 80 IG 50.5 50.5 N 1997 7-9 0008/0041-02 0005-02 SL.. _.... 36 x 80 ..... IG 54.5 50.5 .. .. _ ,., C EN41_61 02 wood X O 36 x 80 1 36 x 80 IG b0.5 50.5 Ny 1897 7-9 001 I10041 02 opo! 0-2 s' Q TFN4182-02 wood KX C} 72 x BQ W 1,2 36 x 80 1G 50.5 50.5 N 18977-9 a012fa041-02 0002-02 _ _............................_.......,..... ....I.......,,,_,..-... .._. 0013.02; EN4163-02 wood XO10X O 72 x 80 1 36 x 80 IG 50.5 50.5 N 1897 7.9 D416/0oa1-92 oa03-•02 (� ,.. .._. _ w _................ _ ._.............. _ SL 36 x 80 _ IG 50.5 50.5 N Y,a _ ,.,..... , ............. ............ ao10-42; a EN4164-02 wood OXO 0 106 x 80 1 36X80 80 IG 50.5 50.5 N 16977-9 4017M41-02 0004-02 ' _. ......_- ......... SL 36 x 80 IG 00.5 50:5 .. _IN __ ,..,...,. . .,.....,.............,...�.... ..... EN4165-02 wood OXXO 0 144 x 80 '1.2 36 x 84 IG_ 5Q-5 50.5 tai is97 7-9 oa2sdaaaj 0-2 Docs 42 �...,. .._. ...... ............. _ ......._ ..... W... SL 36x80 IG 5 0.5 50.5 N �t 'O=opaque,IG=insulaltng glass wlmintmurn 118"tempered glazing tested in amordance wM Meiro-Dade Protocols PA 201,PA 202 AND PA 203 lntertek Testing Sarvloes - 46/14162 Page 1 of I Mas-anite Intematlonsl COP Tesf Report ValldaHon A4atrlx#3026447G002: Entergy Metal-Edge_Steel Doors Referenoed Certlitcate of Performance sheets (C©P's)must bear the Warnock-Hersey(WHI)verification stamp I -at 4 NGFR,;;;i ;, Ref, Test Reports Asta'y Detail Iln-all Elet (wL-) Tffe7�7(110) Sizeins. iLealSize (jns,) Type (psf) (psf) NOTL 210-) (MAID-wL-MA) (MD-WL-16 E_N31_01_-02 wood_ X 1 36_x 80 1 36 x 80 _ 0 76.0 76.0 Y 1861 1-3 W r r v _ r - 0001-02 -^u 0001-02 s: _ N3102-02 wood XX_ I 72 x SO� -1 r2 36 x 80 O' S�.C} �8-0 Y^ 19054-6 0002-02 0002-02� .._...._.._ ._ ._. , _.,_ _ _..._...._..._..._..._,,,_.., _.._.,....._ o EN3103-02 wood XQIOX 1 50 x 80 1 36 x 80 O 76.0 76.0 Y 18804-6 000610041-02 0003-02 _,. _... _ w.,,_,.._„ ,.._.._.,_.,,_.._.._.. .,._.,._... SL 30 x 80 IG 76.0 76.0 N EN3104-02 wood OXO I 108 x 80 1 36 x 80 O 76.0 76,0 Y 19054-6,' 18804--6 0007/4041-02 0004-02 .,_ ._ _ _.._.,._.._,.._.,_,. . ..L. 14 x BO.,._..... _..� ..._ ... _,.._..._..._..,_...,_..._... .... .._....-...._�._.._. _..,`.....,,�,_,W,_.,,_. _ _.._.._..._....,,_...,_.,_.._..._..._. SL._ _.... 36 x 80 ...,- «.,,._ 55;0 55;0 ..N.._ _... _ `y,.._ EN3105-02wood OXXO 1 144 x 80 1,2 _36 x 80 O 55.0 _5_5.0 Y 19054-6 t-r 000810041-02 0005-02 ._,,..., ,_.._. . SL_ 36 X80 � ?_.. 55.4 55,0 ._N. ,.._..,._.,,_,._.._,,,_........,�..,_,. .._...._.............. 36 x 96 _ _ 0. .. 48.3 48.3 w Y _1980 4-6 " 0001-02 -"W 0001-02�, 0002-02 0002-02 0009--o2; EN3108-02wood XO/OX 1 72 x 96 1 _ 36 x,96 O 48_.3 48.3 Y ' 1980 45= 0006(0041-02 0003-U2 �_.._.._.,,_....._., ..,_,._ .._..._., _._.._ .._..._.......,_,._,�,_ -• SL _„ .._...-...�..._„w.�._ .._.. _ ._.._. _._.._....._....._...... EN3109-02 wood OXO 1 y108 x 96_ 1 _ 36 x 96 - O _48.3 48.3 Y -1980 4 s „- ycp _ 07/0041-02_ 0004-02 �W _. _ _ _ _.._., SL 36 x.96 - - IG 48.3 _48.3 _.N.. ._ GOOVooat.02 0005-02 SL_ _... 36 x 96- - _IG 48.3...48.3 01- EN312_1-02 ... X_ O 36 x 80 1 36 x 80 O 76,0 76.0 Y 218 0011-02 000 2 _4 3, �- M _ _ EL' _ a EN3122-02 wood XX _ �0 72 x 80 - 1,2 _ 36 xS0. O 55.0 55.0 Y� 19054-s us 0012-a2 0002-02 - .,w,._.._.._..,_..._. ........._ ,._.._,. »..._., ...._..._,.._..._,._.,_.,,_ ._.._.._ ,.._... ..,......,_,.._.._,.,_,._,.-.o.�..._.,�• 0013-02 -..._.,. ,_.._.,.._.,._.� EN3123-02 wood XOIOX O 50 x 80 1 36 x 80 _ _ 0 76.0 7_6.0 Y 1 aB0 4 Ei _ ^ ^ 0016/0041,02„ 0003-02 - _..-_ _ SL . _... 30 x 80 IG 76.0 76.0 N _.._...-...._...._, _.._ „_.., _.,._...-.._. 0014-02 '_ EN3124-02 wood OXO O 108 x 80 1 36_x 80 0 76.0 7_6.0 Y .1881)4-6-, 19054-6 0017/0041-02 0004-02 _ _.._.._ _._.. �.,._ , S _....._7 4 x 80 _ , ..��?..._ 78.0 76,Ct ..N_ r _,.._.._.,_..,_,.,_,,,_,,., ,.,_.,, _.,,_._,,,,,.,_,., _„_.._,_,.- _..,, sL_ _...36..X.80 ..._ _..IG 55.0 55.0 N.. _..._..,-.._..�.._.._....._.._,,,�„_ _..,_. ,..v.. ..,_ _..,�..._,,,_.. 0015-02. EN3125-02 wood OXXO 0 _144 x 80 _ _ 1,2 W 36 x 8_0 _ O 55.055.0 Y 1905 4-6 - - ^ -„W ' M 0018/0041;02 0005-02 _..-., _.._.- _ ,. ,, ;,�„_._. S L_ 36 x 80w,.. _. IG 55.05_5._0 �.. E_N3126-02 wood ~X n 36 x 96 _ .,�, 36 x 9fi _ 0 48.34_8.3 Y_ 1_9804-s_ „- - _ 0011-02 0001 o2�_- EN3127-132 wood XXW _.4_ 72 x 96 1,2 36 x 96 O 48.348.3 Y 1980 4-6 �- u u - - DO 12-02 0042-02 0013-02; EN3128-02 wood )(010X O 72 x 96 1 36 x 98 O 48.348.3 Y 1980 4-0 Dotev0o41-a2 0009-o2 SL 36 x 9fi IG 48-3148.3 N lntertekTesting Services 0£114102 Page 1 o12 kFir-stSourc:...e 0 Project information for: J170383F Builder: BEACHES HABITAT 'loom Address: 1671 FRANCIS AVE ATALNTIC BEACH, FL ,2006 County: DUVAL Truss Count: 7 Design Program: MiTek 20/20 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): N/A Wind Standard: N/A Wind Exposure: N/A Floor(psf): 55.0 Wind Speed (mph): N/A Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck P.E. Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource-Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSI/TPI 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3.The Truss Design Engineers responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G16-31.003 sections 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated 'Truss Design Engineer'. Builders FirstSource and Lawerence A. Paine, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No. Drw .# Truss ID Date 1 J1689113 I F01 7/12/06 2 J1689114 F02 7/12/06 13 J 1689116 F04 7112106 14 J1689117 F05 7/12/06 15 JJ1689118 F06 7/12/06 6 1 A 689119 F07 7/12/06 17 I J1689120 I FKW 1 7/12/06 Job Truss Truss Type Qty Ply i J1689113 J1 O3383F F01 FLOOR 18 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:28 2006 Page 1 0-1-8 1-6-8 t 8 H t 3-0 scale=1:34.2 4x6= 4x6`- 2x4= 4x6= 2x4 11 2x4 11 4x6= 2x4= 1 2 3 4 5 6 7 8 9 10 1 22 0 Y 19 18 17 16 15 14 13 12 4x6= 4x6= 4x6= 4x6= h 1-6-0 4-0-0 6-6-0 t3-3-8 15-9-8 18-3-8 19-9-0 19,8-8 1-6-0 2-6-0 2-6-0 6-9-8 2-6-0 2-6-0 1-5-8 0-0-8 Plate Offsets(X,Y): [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge], [21:0-1-8 0-1-01 [22:0-1-8,0-1-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.32 15-16 >740 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 15-16 >474 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 102 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 20=1069/0-3-0, 11=1069/0-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-1063/0, 1-21=-1062/0, 11-22=-1063/0, 10-22=-1062/0, 1-2=-1096/0, 2-3=-2741/0, 3-4=-3784/0,4-5=-4314/0, 5-6=-4314/0,6-7=-4314/0,7-8=-3784/0, 8-9=-2741/0, 9-10=-1096/0 BOT CHORD 19-20=0/55, 18-19=0/2066, 17-18=0/3391, 16-17=0/4150, 15-16=0/4314, 14-15=0/4150, 13-14=0/3391, 12-13=0/2066, 11-12=0/55 WEBS 10-12=0/1415, 1-19=0/1415,9-12=-1349/0, 2-19=-1349/0,9-13=0/939,2-18=0/939, 8-13=-903/0, 3-18=-903/0,8-14=0/546, 3-17=0/546,7-14=-509/0,4-17=-509/0, 7-15=-165/571,4-16=-165/571, 5-16=-274/39,6-15=-274/39 JOINT STRESS INDEX 1 =0.81,2=0.59, 3=0.64,4=0.67,5=0.47,6=0.47, 7=0.67,8=0.64,9=0.59, 10=0.81, 11 =0.81, 12=0.89, 13= 0.59, 14=0.64, 15=0.63, 16=0.63, 17=0.64, 18=0.59, 19=0.89,20=0.81,21 =0.00, 21 =0.47,22=0.00 and 22= 0.47 Truss Design Engineer:Lawrence A.Paine,PE NOTES Florida PE No.21435 1) Unbalanced floor live loads have been considered for this design. Builders Firstsource-Florida,LLC 2)All plates are 3x4 MT20 unless otherwise indicated. 6.550 Roosevelt Blvd.Jacksonville,FL 32244 July 12,2006 Continued on page 2 Warning•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE APRIL "Mms Aw This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is theou responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, (_`°„, , �""1 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 �"1t 16 '.4'•v!'' Job Truss Truss Type Qty Ply J1689114 J170383F F02 FLOOR 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Tue Jul 11 14:05:29 2006 Page 1 0-1-8 H 1-3-0 1-11-8 0��1 8 Scale=1:17.8 1x3= 1 2 3 4 5 6 1 0 Y 11 10 9 3x6= 8 7 3x6= Recommended hanger connection based on manufacturer tested capacities Simpson THA422 into 1,3 11Beam by others. and nail calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and approved by the Architect/Engineer of Record. 1-6-0 8-11-8 104-0 11r0 7-5-6 14-8 Plate Offsets(X,Y): [6:0-1-8,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.05 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.07 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:56 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 12=552/0-3-0,7=558/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=-548/0, 1-13=-547/0, 6-7=-553/0, 1-2=-507/0,2-3=-1137/0, 3-4=-1137/0, 4-5=-1137/0, 5-6=-484/0 BOT CHORD 11-12=0/28, 10-11=0/938, 9-10=0/1137,8-9=0/924,7-8=0/0 WEBS 6-8=0/658, 1-11=0/651, 5-8=-612/0,2-11=-600/0,5-9=0/420, 2-10=0/406, 3-10=-207/0,4-9=-212/0 JOINT STRESS INDEX 1 =0.69, 2=0.47, 3=0.09,4=0.09, 5=0.49, 6=0.70, 7=0.70, 8=0.77,9=0.44, 10=0.42, 11 =0.76, 12=0.42, 13= 0.00 and 13=0.00 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. Truss Design Engineer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with Builders lacers FirstSource-Florida,LLC 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard July 12,2006 Warning•Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the p 1 responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection luum"s and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, j`"`-` 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1 1!�!# Job Truss Truss Type Qty Ply J1689116 J170383F F04 FLOOR 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Wed Jul 12 09:55:13 2006 Page 2 NOTES 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Except: 1) Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10, 1-5=-213(F=-113) Concentrated Loads(lb) Vert: 1=-411(F)3=-2050(F)2=-274(F) 12=-312(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10(F), 1-5=-20(F) Concentrated Loads(lb) Vert: 1=377(F)3=1495(F)2=349(F) 12=298(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 12,2006 Warning-Wrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is thetKiwers responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection �r, and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1689117 J170383F F05 FLOOR 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 11 15:49:18 2006 Page 2 LOAD CASE(S) Standard Except: Uniform Loads(plf) Vert:5-10=-10, 1-4=-100 Concentrated Loads(lb) Vert:1=-480(F) 6)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-10=-10, 1-4=-100 Concentrated Loads(lb) Vert: 1=283(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 12,2006 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the aim responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection UU l and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 LJ170383F Truss Truss Type Qty Ply J1689118 F06 FLOOR 2 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 11 15:55:32 2006 Page 2 LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10, 1-3=-213(F=-113),3-5=-100 Concentrated Loads(lb) Vert: 1=-411(F)3=-3152(F)2=-274(F) 6)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-10=-10, 1-5=-100 Concentrated Loads(lb) Vert: 1=377(F)3=2170(F)2=349(F) Txnss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 12,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7477 BEFORE USE 1 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ■ - and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, WF'1re4SourcV 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 Job Truss Truss Type Qty Ply J1689120 J170383F FKW FLOOR 11 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:32 2006 Page 1 Scale=1:13.3 1 3x4= 2 3 4 5 6 7 Y 07-1 FA -1 1 3x4= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 1-4-0 14-0 14-0 1-4-0 1.4-0 14-0 Plate Offsets(X,Y): [13:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 37 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 4 X 2 SYP No.2 8-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 4 X 2 SYP No.3 bracing. REACTIONS (Ib/size) 14=55/8-0-0,8=55/8-0-0, 11=148/8-0-0, 12=143/8-0-0, 13=161/8-0-0, 10=143/8-0-0, 9=161/8-0-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-14=-50/0,7-8=-50/0, 1-2=0/0,2-3=0/0,3-4=0/0,4-5=0/0, 5-6=0/0,6-7=0/0 BOT CHORD 13-14=-0/0, 12-13=0/0, 11-12=-0/0, 10-11=-0/0, 9-10=-0/0, 8-9=0/0 WEBS 4-11=-135/0, 3-12=-130/0, 2-13=-146/0, 5-10=-130/0,6-9=-146/0, 1-13=0/0 JOINT STRESS INDEX 1 =0.04,2=0.18,3=0.16,4=0.17,5=0.16,6=0.18,7=0.06,8=0.06, 9=0.18, 10=0.16, 11 =0.17, 12=0.16, 13= 0.11 and 14=0.06 NOTES 1)All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. Truss Design Engineer:Lawrence A.Paine,PE 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. Florida PE No.21475 diagonal web). Builders Firstsource-Florida,LLC 4) Gable studs spaced at 1-4-0 oc. 6550 Roosevelt Blvd.Jacksonville,FL 32244 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Continued on page 2 July 12,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the ! responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 t4 B02 TJ-BearnS .20 Serial Numbeer 700/3002024`� 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL UserPagel Engin Vers06 ion:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED F-4-17- �—3.8.E-" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 1921 768 1'5" - T01 Uniform(plf) Floor(1.00) 0.0 110.0 0 To 2'7" Adds To WALL SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1274/728/0/2002 Al:Blocking 1 Ply 1 3/4"x 16"1.7E TimberStrand@ LSL 2 Stud wall 3.50" 1.50" 794/445/0/1238 Al:Blocking 1 Ply 1 3/4"x 16"1.7E TimberStrand@ LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1972 1285 18667 Passed(7%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 2322 2322 39388 Passed(6%) MID Span 1 under Roof loading Live Load Defl(in) 0.004 0.111 Passed(U999+) MID Span 1 under Roof loading Total Load Defl(in) 0.007 0.167 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 1671 FRANCIS AVE. Cliff Buckley Builders First Source 6550 Roosevelt Blvd. Jacksonville,FL 32244 Phone:(904)772-6100 Fax :(904)772-1973 Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business TimberStrand' is a registered trademark of Trus Joist. ' T:\mitek63\Jobs\J170\J170383F\B02.sms 804 TJ•Beam®6.20Sanal Numbe 770-03002024`� 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand@ LSL User:1 06PM Pagel E/ngneVersion:46.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED b -13'81/2" i Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 881 398 4'5 1/4" - B01 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 874/496/0/1370 Al:Blocking 1 Ply 1 3/4"x 16"1.7E TimberStrand@ LSL 2 Stud wall 3.50" 1.50" 555/353/0/908 Al:Blocking 1 Ply 1 3/4"x 16"1.7E TimberStrand@ LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1358 1252 14933 Passed(8%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 5135 5135 31510 Passed(16%) MID Span 1 under Floor loading Live Load Defl(in) 0.052 0.446 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.082 0.669 Passed(L/999+) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: 1671 Francis Ave. Cliff Buckley Builders First Source 6550 Roosevelt Blvd. Jacksonville,FL 32244 Phone:(904)772-6100 Fax :(904)772-1973 Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\mitek63\Jobs\0170\J170383F\BO4.sms f$ Project Information for: J170383 Builder: BEACHES HABITAT Address: 1671 FRANCIS AVE ATLANTIC BEACH, FL 6 County: DUVAL Truss Count: 12 Design Program: MiTek 20/20 6.3 Building Code: FBC2004(TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck P.E. Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource- Florida, LLC Address: 6550 Roosevelt Blvd.Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record,as defined in ANSI/TPI 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3.The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61G15-31.003 sections 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated "Truss Design Engineer". Builders FirstSource and Lawerence A. Paine, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No. Drw .# ! Truss ID Date 1 J1689121 CJ01 7/11/06 2 J1689122 CJ02 7/11/06 13 1J1689123 I EJ01 17/11/06 1 14 JJ1689124 IEJ02 1 7/11/06 1 15 IJ1689125 I HJ01 1 7/11/06 16 1J1689126 I HJ02 7/11/06 1 7 J 1689127 1 T01 7/11/06 I8 IJ1689128 I T02 7/11/06 9 IJ1689129 I T03 1 7/11/06 110 IJ1689130 I T04 1 7/11/06 1 11 I J1689131 1 T05 7/11/06 I 112 1J1689133 1 T07 17/11/06_ I1J1689133 1 T07 17/11/06 Job Truss Truss Type Qty Ply J1689121 J170383 CJ01 JACK 12 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 11 15:22:15 2006 Page 1 3 � -2-0-0 1-0-0 _ 2-0-0 1-0-0 2 4 00 12 - - 2.= t 4 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI �DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) j Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=274/0-3-8,4=14/Mechanical,3=-95/Mechanical Max Horz 2=78(load case 3) Max Uplift2=-349(load case 3),3=-95(load case 1) Max Grav2=274(load case 1),4=14(load case 1),3=143(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-51/80 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust);h=23ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 Ib uplift at joint 2 and 95 Ib uplift at joint 3. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida FE No.21475 Builders FirstCou:ce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 11,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE OBUH&rs .i This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. i Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, " 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719r Job Truss Truss Type Qty Ply J1689123 J170383 EJ01 MONO TRUSS 28 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Tue Jul 11 14:05:45 2006 Page 1 zoo ao0 2-0-0 4-0-0 Sc 4.00 12 2 q� 1 — 2x4= 1 4 -- 4-0-0 --------- — -------� 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=68/Mechanical, 2=312/0-3-8,4=57/Mechanical Max Horz 2=149(load case 3) Max Uplift 3=-97(load case 4), 2=-298(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-71/16 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.44 NOTES 1) Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category Il; Exp C; partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 Ib uplift at joint 3 and 298 Ib uplift at joint 2. Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 LOAD CASE(S) Standard Builders FirstSouxr-e-Florida,LLC. 6550 F.00sevelt Blvd.Jacksonville,FL 32244 July 11,2006 - - ----— — ---- ------------- Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE r This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ' 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 li - .' j Job Truss Truss TypeQty Ply J1689125 J170383 HJ01 MONO TRUSS 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Tue Jul 11 14:05:46 2006 Page 1 -2-9-15 5-7-14 2-9-15 5-7-14 Scale=1:14.2 3 2.83 12 2 3x6-= 1 4 5-7-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=92/Mechanical, 2=325/0-4-15,4=76/Mechanical Max Horz 2=121(load case 2) Max Uplift 3=-117(load case 3), 2=-347(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-37/13 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.11 NOTES 1) Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 Ib uplift at joint 3 and 347 Ib uplift at joint 2. 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or backTruss Deign Enerteer:Laurnmce A.Paine,PE (B) Florida PE No.21475 Builders First5ouxce-Florida,LLC Continued on page 2 6550 Roosevelt Blvd.Jacksonville,FL 32244 July 11,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE 4R- This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, "` „.'j, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 !Q"` I Job Truss Truss Type Qty Ply J1689126 J170383 HJ02 JACK 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:46 2006 Page 1 �- -2-9-15 T 2-9-15 2-9-15 2-9-15 Scale=1:9.5 I 3 I e 2.83 12 2 1"'III 3x6= --- 4 - -- 2-9-15- -- - --� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 125 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) i Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-69/Mechanical, 2=298/0-5-11,4=18/Mechanical Max Horz 2=68(load case 2) Max Uplift 3=-69(load case 1), 2=-377(load case 2) Max Grav 3=102(load case 2), 2=298(load case 1),4=18(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-32/26 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.11 NOTES 1) Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C;partially; MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint 3 and 377 Ib uplift at joint 2. Tnrs Design Engineer:Lawrence A.Paine,PE 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or backHatida.PE No.21475 (B). Builden Fir tSource-Floxvia,LLC 5550 Poosevelt Elva.Jacksonville,FL 32244 Continued on page 2 July 11,2006 arning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111-7473II.7473 BEFORE USE Al ,.. ' This design is based only upon the parameters shown far an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is[he responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection auff&rs and bracing,consult ,Madison, or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, - 6300 Enterprise Lane,Madison,W153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirZiL Job Truss Truss Type Qty Ply J1689127 J170383 T01 GABLE 2 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 11 14:51:54 2006 Page 1 �2=0-0 } 4-0-0 1-11-,1 16-0-0 27-0-15 30-0-0 31-9-0 2-0-0 4-0-0 0-11-1 11-0-15 11-0-15 2-11-1 1-9-0 Scale=1:59.1 3x6= 504= 416 44 4.6 4.D0 12 7.0= i x 2= = 10x1 3.6= 3 4 9 3x6 _ 10 2 14 61 3x6= 16 15 14 13 12 11 t 7x10= 5.6= 3.6= 3.8= Simpson HHUS26-2 4-0-0 9-8-14 _15-5-12 20-3-13 22-8-144 25-1-15 30-0-0 31-9-0 4-0-0 5-8-14 5-8-14 4-10-1 2-5-1 2-5-1 4-10-1 1-9-0 Plate Offsets X,Y: 6:0-3-0,0-3-0],L 4.0j18:0-3i0,Edgej _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.14 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.19 12-13 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.04 11 n/a n!a BCDL 5.0 Code FBC2004/TP12002 (Matrix)— — --` — Weight:437 lb LUMBER BRACING JJJ TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s):4,5,7 REACTIONS (tb/size) 11=1237/Mechanical, 14=3827/0-3-8,2=1087/0-3-8 Max Horz 2=103(load case 4) Max Upliftl1=-872(load case 3), 14=-2697(load case 3),2=-848(load case 2) Max Grav 11=1239(load case 9), 14=3827(load case 1),2=1088(load case 8) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0134,2-3=-2556/1771,3-4=-2119/1528,4-5=-2119/1528,5-6=-2019/2865, 6-7=-2019/2865, 7-8=-2802/1840,8-9=-1697/1184,9-10=-1761/1197 BOT CHORD 2-16=-1667/2395, 15-16=-1674/2428, 14-15=-2865/2077, 13-14=-1285/1735, 12-13=-2465/3392, 11-12=010 WEBS 3-16=-64/320,3-15=-321/209,4-15=-935/889,5-15=-3647/5120,5-14=-2168/1743, 7-14=-4766/3492,7-13=-574/1229,8-13=-681/784,8-12=-1775/1401,9-12=-26/186, 10-11=-1287/869, 10-12=-1268/1880 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Truss Design Engineer:Lawrence A.Paine,FE Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Florida FE No.21415 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD Builders FirstSource-Florida,LLC. CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(8),unle otherwise indicated. SO Fwose•,elt Blvd.Jacksonville,FL 32244 3)Unbalanced roof live loads have been considered for this design. July 11,2006 4)Wind:ASCE 7-02; 120mph(3-second gust);h=23ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially; — B�rT*as+Jat-�sigw®d 6�r�artfd#a�9�fiP��iCRtlSd�tiO3tlrbFtl��PR1FEJFiRF� R€V9Ah�(iticRf�i@Rfautife face},see WiWrS 1 This desi�it� ett �� th individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1 j Applicabi ity of design parameters an proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 6and30dE c_ing con�s�lt$ SI-?g I$-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,t W7CA Center, - — ra41Ed 1,21 WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 te Job Truss Truss Type Qty Ply J1689128 J170383 T02 COMMON 4 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:48 2006 Page 1 -2-0-0 8-0-0 16-0-0 24-0-0 31-9-0 2-0-0 8-0-0 8-0-0 8-0-0 7-9-0 Scale=1:57.9 4x12= 5 4x6% 4x6 4.00 12 2x4\\4 6 2x4 3 7 m 2 8 u l4 0 d 3x8= 10 9 Simpson HTU26 4x6= 6x8= 6x8= r 10-0-0 --I-_-- 22-0-0 --�- 31-9-0 ---� 10-0-0 12-0-0 9-9-0 Plate Offsets(X,Y): [2:0-2-13,0-0-7], [4:0-3-0 Ed ej, [6:0-3-O,Edge], [8:0-2-8,Edge], [9:0-4-0,Edge], [10:0-4-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.54 9-10 >705 240 MT20 244/190 TCDL 7.0 Lumber increase 1.25 BC 0.86 Vert(TL) -0.90 9-10 >420 180 BCLL 10.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.12 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) — Weight: 133 Ib —— LUMBER LLL BRACING TOP CHORD 2 X 4 SYP No.2*Except' TOP CHORD Structural wood sheathing directly applied. 6-8 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-4-9 oc BOT CHORD 2 X 4 SYP No.1 D'Except` bracing. 9-10 2 X 4 SYP No.2 WEBS 1 Row at midpt 5-10, 5-9 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1445/0-3-8,8=1318/Mechanical Max Horz 2=152(foad case 5) Max Uplift 2=-1016(load case 3),8=-850(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-3215/3303, 3-4=-2936/3032,4-5=-2867/3052, 5-6=-2851/3073, 6-7=-2920/3053, 7-8=-3176/3318 BOT CHORD 2-10=-2982/2984,9-10=-1835/1945, 8-9=-2996/2955 WEBS 3-10=-455/814, 5-10=-862/1073, 5-9=-888/1058,7-9=-438/806 JOINT STRESS INDEX 2=0.80, 3=0.45,4=0.89, 5=0.90, 6=0.94,7=0.46,8=0.93,9=0.78 and 10=0.77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; ExPTruss Design Engineer:Lawrence A.Paine,PE C; partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60. This Florida PE No.21475 truss is designed for C-C for members and forces,and for MWFRS for reactions specified. DmIders FirstSot=e-Florida,LLC 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6550 Roosevelt Bled.Tacksom-Me,FL 32244 Continued on page 2 July 11,2006 Warning,Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE 1 This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,t WTCA Center, ' 6300 Enterprise Lane,,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 i 1j I Job Truss Truss Type Qty Ply J1689129 J170383 T03 COMMON 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:49 2006 Page 1 2-0-0 8-0-0 8-0-0 8-0-0 8-0-0 Scale=1:58.0 4x12= 5 4x6 3x10MT20H� 4.00 12 2x4 O 4 6 2x4 O 3 7 u 2 8 �2 0 6 5x6= 10 9 3x8 6x8= 6x8= F 10-0-0 10-0-0 12-0-0 10-0-0 Plate Offsets(X,Y): [2:0-3-3,Edge] [4:0-3-0,Edge]18:0-2-13,0-O-7j, [9:0-4-0,Edgel, [10:0-4-0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.54 9-10 >704 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.91 9-10 >420 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.35 Horz(TL) -0.13 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) _ Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 6-8 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-3-0 oc BOT CHORD 2 X 4 SYP No.1 D*Except* bracing. 9-10 2 X 4 SYP No.2 WEBS 1 Row at midpt 5-10, 5-9 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1454/0-3-8, 8=1328/0-3-8 Max Horz 2=152(load case 5) Max Uplift 2=-1021(load case 3), 8=-857(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3244/3334, 3-4=-2965/3063,4-5=-2896/3082,5-6=-2921/3146, 6-7=-2991/3126, 7-8=-3262/3409 BOT CHORD 2-10=-3011/3012,9-10=-1864/1973, 8-9=-3091/3045 WEBS 3-10=-455/815, 5-10=-862/1072, 5-9=-941/1104, 7-9=-472/849 JOINT STRESS INDEX 2=0.92, 3=0.45,4=0.89, 5=0.92, 6=0.74,7 =0.47, 8=0.89, 9=0.80 and 10=0.77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph (3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exprzuzs Desi.Engineer:Lawmme A.Paine,FSE C;partially;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This Florida FE No,21435 truss is designed for C-C for members and forces, and for MWFRS for reactions specified. Builders FintSource-Florida,LLC 3) All plates are MT20 plates unless otherwise indicated. 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 July 11,2006 Warning•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection I - I and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719 so .. Job Truss Truss Type Qty Ply J1689130 J170383 T04 COMMON 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.300 s Feb 15 2006 MiTek Industries,Inc. Tue Jul 11 14:05:50 2006 Page 1 it -2.0-0 6-0-0 16-0-0 ice_ 24-0-0 32-0-0 I34`0-0 2-0-0 8-0-0 8-0-0 8-0-0 8-0-0 2-0-0 Scale=1:60.3 412= 5 46 4x6 4.00 2x4 4 6 2x4 3 7 0 2 \ 8 iii .. — -------- ----- 9 17 o d 3x8= 11 10 3x8= 6X6= 6X8= 10-0-0 12-0-0 10-0-0 Plate Offsets X,Y): (2:0-2-13,0-0 74:0-3-O,Ed9el, [6:0 3_O,Ed9e,j8_0_2 13,0-0-7], [10:0-4-O,Edge] [11:0-4O,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) -0.57 10-11 >669 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.95 10-11 >400 180 BCLL 10.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc WEBS 2 X 4 SYP No.3 bracing. WEBS 1 Row at midpt 5-11, 5-10 REACTIONS (Ib/size) 2=1450/0-3-8, 8=1450/0-3-8 Max Horz 2=138(load case 5) Max Uplift 2=-1020(load case 3), 8=-1020(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-3232/3305, 3-4=-2953/3035,4-5=-2884/3054, 5-6=-2884/3054, 6-7=-2953/3035,7-8=-3232/3305, 8-9=0/34 BOT CHORD 2-11=-2901/3001, 10-11=-1751/1961,8-10=-2901/3001 WEBS 3-11=-456/813, 5-11=-866/1073, 5-10=-866/1073, 7-10=-456/813 JOINT STRESS INDEX 2=0.80, 3=0.45,4=0.89, 5=0.90, 6=0.89, 7=0.45, 8=0.80, 10=0.78 and 11 =0.78 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust); h=23ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C;partially; MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. Trus Design Engineer:LwArence A.Paine,FE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida.PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1020Builders FirstSourxe-Florida,LLC Ib uplift at joint 2 and 1020 Ib uplift at joint 8. 65SO Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 July 11,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE d&rs { This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the I responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection Mj and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 1[a Job Truss Truss Type Qty Ply 913 J170383 TOS GABLE 2 1 J1681 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries,Inc. Tue Jul 11 15:08:36 2006 Page 1 121600 3200 3400 2-0-0 16-0-0 -� 16-0-0 2-0-0 Scale-1:59 8 31,6= 13 14 12 15 10 � \ 16 3x6"- 9 17 3.6= 6 16 4.0012 6 7 19 20 5 21 4 22 3 23 2 24 n d1 25 Id 3x6= 43 42 41 40 39 38 37 36 35 44 34 33 32 31 30 29 28 27 26 3x6= 5.6= 5x6= 32-0-0 32-0-0 Plate OffsetsX,Y: 2:0-0 0,0-0-0],(13:0-3-Q Edgejjg4:0-0-0,0-0-01],[300-3-0,0-3C, 39_0-3-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.45 Vert(LL) -0.01 25 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 25 n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.01 24 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=307/32-0-0,24=307/32-0-0,35=131/32-0-0,36=131/32-0-0,37=129/32-0-0, 38=127/32-0-0,39=127/32-0-0,40=117/32-0-0,41=155/32-0-0,42=-29/32-0-0, 43=394/32-0-0,34=131/32-0-0,33=131/32-0-0,32=129/32-0-0,31=127/32-0-0, 30=127/32-0-0,29=117/32-0-0,28=155/32-0-0,27=-29/32-0-0,26=394/32-0-0 Max Horz 2=-138(load case 6) Max Uplift2=-273(load case 3),24=-289(foad case 4),35=-15(load case 5),36=-110(load case 3), 37=-100(load case 3),38=-98(load case 5),39=-97(load case 3),40=-95(load case 3), 41=-108(load case 3),42=-31(load case 10),43=-257(load case 4),33=-112(load case 6), 32=-100(load case 4),31=-98((oad case 6),30=-97(load case 6),29=-95(load case 4), 28=-108(load case 4),27=-31(load case 9),26=-258(load case 3) Max Grav2=307(load case 1),24=307(load case 1),35=131(load case 1),36=133(load case 9), 37=129(foad case 1),38=127(load case 1),39=127(load case 9),40=117(load case 1), 41=155(load case 1),42=25(load case 6),43=394(load case 9),34=131(load case 1), 33=133(load case 10),32=129(load case 1),31=127(load case 1),30=127(load case 10), 29=117(foad case 1),28=155(load case 1),27=25(load case 5),26=394(load case 10) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-113/46,3-4=-39/122,4-5=-10/121,5-6=-18/163,6-7=-17/208,7-8=-4/209, 8-9=-17/257,9-10=-17/304, 10-11=-17/352, 11-12=-18/405,12-13=-17/402,13-14=-17/402, 14-15=-18/405, 15-16=-17/352,16-17=-17/304, 17-18=-17/257, 18-19=-4/209, 19-20=-17/208, 20-21=-18/163,21-22=-10/108,22-23=-39/100,23-24=-49/39,24-25=0/34 BOT CHORD 2-43=0/206,42-43=0/206,41-42=0/206,40-41=0/206,39-40=0/206,38-39=0/206,37-38=0/20T?-s Desivl Engineer:Lawrence A.Paine,FE 36-37=0/206,35-36=01206,35-44=0/206,34-44=0/206,33-34=0/206,32-33=0/206,31-32=0/2b)6?ida PE No.21475 30-31=0/206,29-30=0/206,28-29=0/206,27-28=0/206,26-27=0/206,24-26=0/206 Builders FirstSource-Florida,LLC WEBS 12-35=-80/16, 11-36=-83/165, 10-37=-80/150,9-38=-80/147,8-39=-79/147,6-40=-76/143, 6550 F osevelt Blv3.Jacksonville,FL 32244 5-41=-93/168,4-42=-11/19,3-43=-241/401,14-34=-80/0,15-33=-83/165, 16-32=-80/150, 17-31=-80/147, 18-30=-79/147,20-29=-76/143,21-28=-93/168,22-27=-11/19,23-26=-241/401 July 11,2006 -Continued_on_page 2 ..._,- ------ -- --- - - ---- -- - - Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ..,. (= This design is based only upon the parameters shown for an individual building component that is Installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the i responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection ffiji &vs and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 [' RrstSource Job Truss Truss Type Qty Ply J1689133 J170383 T07 HIP 2 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Jul 11 16:42:22 2006 Page 1 B-0-0 2-0.0 2-0-0 6-0-0 2-0-0 Scale=1:20.0 46= 3x6= 4x6= 4.00 12 3 4 3x6= 5 6 -� 7 N R 2 _ 1 3x8= 5x6= 3x8__ 11 10 12 9 8 13 5x6= 3x6= 2-0-0 6-0-0 2-0-0 Plate Offsets(X,Y): [2:0-3-2,0-0-14], [3:0-2-12,0-2-0], [4:0-1-12,0-1-8),[5:0-1-12,0-1-8),16:0-2-12,0-2-0],[7:0-3-2,0-0-14], [8:0-1-12,0-2-12] [10:0-1-12,0-2-12] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.19 9 >619 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.25 9 >465 180 BCLL 10.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 6 SYP No.1 D 3-10-14 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. REACTIONS (Ib/size) 7=3152/0-3-8,2=2050/0-3-8 Max Horz 2=70(load case 4) Max Uplift 7=-2170(load case 3),2=-1495(load case 2) Max Grav 7=3154(load case 9),2=2050(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-4950/3439,3-4=-8146/5608,4-5=-9277/6386,5-6=-9520/6562, 6-7=-6095/4217 BOT CHORD 2-11=-3227/4681, 10-11=-3227/4681, 10-12=-5563/8146, 9-12=-5563/8146, 8-9=-6517/9519,8-13=-4001/5807,7-13=-4001/5807 WEBS 3-10=-2525/3746,6-8=-2719/4028,4-10=-540/465,5-8=-120/199,4-9=-901/1255, 5-9=-265/203 NOTES 1) 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6-2 rows at 0-7-0 oc. T"s Design Engineer:Lavrrron„e A.Paine,PE Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Florida PE No.21475 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the Builders FirstScauce-Florida,LLC: LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as(F�550 Roosevelt Bl%,i.Jacksonville,FL 32244 - or(B),unless otherwise indicated. July 11,2006 ©bl4#PUdrw0&g@fjive loads have been considered for this design. A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE . r This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the i responsibility of building designer and f or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult 3CSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, s i 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 # `" Generu� Symbols Numbering System PLATE LOCATION AND ORIENTATION j Failure to Follow Could Cause Properry 13 *Center*Center plate on joint unless j ( Damage or Personal Injury dimensions indicate otherwise. I Dimensions are in inches.Apply 1. Provide copies of this truss design to the f plates to both sides of truss and building designer,erection supervisor,property securely seat, owner and all other interested parties. J2 J3 J4 1 2. Cut members to bear tightly against each TOP CHORDS other. C3 j/g 1 f J5 l 3. Place plates on each face of truss at each joint and embed fully.Avoid knots and wane O ° at joint locations. U 4. Unless otherwise noted,locate chord splices °- o at 14 panel length (±6"from adjacent joint.) O O ca cz co ~ 5. Unless otherwise noted,moisture content of For 4 x 2 orientation,locate, BOTTOM CHORDS lumber shall not exceed 19%at time of fabrication, plates 1/8"from outside edge J 1 J8 J7 J6 ! of truss and vertical web. 6, Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber, *This symbol indicates the j �.� required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and j connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility Of truss fabricator.General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT j 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. { The first dimension is the width 9. Lumber shall be of the species and size,and perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 1 10.Top chords must be sheathed or purlins iCBO 3907,4922 provided at spacing shown on design. � LATERAL BRACING � 1 i 1.Bottom chords require lateral bracing at 10 SBCCI 9667,9432A � ft.spacing,or less,if no ceiling is installed, � Indicates location of required WiSC/DILHR 964422-W,970436-N I unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and 1 or load transferring connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with BEARING ! stacks of construction materials. 14.Do not cut or alter truss member or plate Indicates location of joints at y without prior approval of a professional M which bearings(supports)occur. engineer. 15.Care should be exercised in handling, erection and installation of trusses. 1i MiTek Engineering Reference Sheet: MIX-7473 @ 1993 Mi7ek0 Holdings,Inc. - - — — --- — — --- - --- ------------ Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 25, 2006 Mr. Stan Makowski Building Official City of Atlantic Beaches Habitat 800 Seminole Rd. Atlantic Beach, FL 32233 Stan, Regarding the 10/20/06 comments for the 1872/1874 Francis Ave. building permit, I have done the following: Item I —No changes made per your 10/23/06 review of the plans. Per your suggestion, I did add a note on page A9 of the architectural plans about not penetrating the roof within 4 feet of the firewall. Item 2—No changes made per your 10/23/06 review of the plans. Item 3 —Page A10 of the architectural plans has been updated to include the locations of the electric service meters and distribution panels. Item 4—Page A4 of the architectural plans has been updated to show the location of the attic access. Please let me know if additional information is needed. Sincerely, Paul Finley Construction Manager 904.334.2278 attachment A R D P.O. Box 50939 • Jacksonville Beach, Florida 32240 (904) 241-1222 r CITY OF ATLANTIC BEACH �J r PLAN "VIEW SHEET Routed to: ti S.Makowski Building Department public Works&Public Utilities Departments iggins Ji35�� 800 Seminole Road 1200 Sandpiper Lane o Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5834 a uznia (904)247-5845 Fax (904)247-5843 Fax Pub is a ety PLAN REVIEW COMMENTS Permit Application # Property Address Applicant: ? r ` Project: , This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: 2`[^ �v S f. ease re-submit 2-copies of all revisions. Please re-submit your (� revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the co re department may delay your permit from being issued. .k T . I I -- Reviewed By: Date: Date Contractor Notified: iv r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD w ATLANTIC BEACH,FL 32233 �. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034067 Date 10/27/06 Property Address; 1874 FRANCIS AVE Application typeldescrip tion MULTI-FAMILY RESIDENCE Property Zoning !. . . . . . . TO BE UPDATED Application valuation . . . . 80000 ---------------------------------------------------------------------------- Application desc! RESIDENTIAL DUPLEX ---------------------=------------------------------------------------------ Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES ELECTRIC SERVICES INC. 214 COKESBURY CT. ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 629-3182 ---------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT Additional desc 1 . Permit Fee 1 380 . 00 Plan Check Fee 190 . 00 Issue Date . . Valuation . . . . 80000 Expiration Date 4/25/07 ---------------------------------------------------------------------------- Other Fees . . . . . . CITY RADON SURCHARGE .30 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 .58 AB CONSTRUCTION SURCHARGE .62 STATE RADON SURCHARGE 5 .77 SEWER IMPACT FEES 1250 .00 SEWER TAP FEES 1450 . 00 WATER IMPACT FEE 400 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -----------------' ---------- ---------- ---------- ---------- l! Permit Fee Tota380 . 00 380. 00 .00 . 00 Plan Check Totall 190 . 00 190 . 00 . 00 , 00 Other Fee Total 3997 .27 3997 .27 . 00 . 00 Grand Total 4567 . 27 4567 .27 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s* 800 SENUNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034174 Date 10/27/06 Property Address; 1874 FRANCIS AVE Application typejdescription PLUMBING ONLY Property zoning �. . . . . . . TO BE UPDATED Application valuation . . . . I --------------------------------------------- - ---------------------- Application desc 13 FIXTURES Owner .ontractor ---------- ---- -- :ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 ---------------------'------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc �. Permit Fee ;. 126 .00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 4/25/07 ----------------------------------------------------------------------------- Fee summary j Charged Paid Credited Due ------------------ ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 125. 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total i 126. 00 125. 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUH.DING CODES. f CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments . tggtns 800 Seminole Road 1200 Sandpiper Lane oe5t Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 uznta (904)247-5845 Fax (904)247-5843 Fax Pub tc PLAN REVIEW COMMENTS / Permit Application# Property Addressd4G /S Applicant:`1,(�/P!' S Project: This permit application has been: Approved as noted by the �; a = , Department. Final application approvalu t come from the Building Department. Reviewed and the following items need attention: �i r�r2T ►q "�" � �---' �¢A./ C $' 'Irk Rt ease re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the c beim department may delay your permit from issued. 7vJ Reviewed By: Date: Date Contractor Notified: I a•�- 1U fid /X' 2- lh-2d /e 7 S S CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: akows Building Department Public Works&Public Utilities Departments L.T igg-in s 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 �ITR�uzlti7dk- (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q Property Address J Applicant: .I?GG:KS �" r Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. Reviewed By: Date: Date Contractor Notified: Ii1 CITY OF ATLANTIC BEACH J 800 SENIINOLE ROAD ' Vr ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 s:-.6jM Application Number . . . . . 06-00034176 Date 10/27/06 Property Address . . . . . . 1874 FRANCIS AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SVR 150 AMPS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 4/25/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- --- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00. . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC PEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: f�'+ 5� �'��G;�µ✓�ti s e Owner: �� Telephone Contractor: Telephone#: " %—vc��-/ Contractor Address: �Z ' J Fax#: Contractor Signature: In consideration of permit given 4r , g worklp described in the above statement, we hereby agree to perform said work in accordance with the attached plans and spec fication which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. ` Building: ,B,/uilding Type: ❑ Trailer Service: If other construction is Residence ❑ Temp. New being done on*this building New Or site,list the building Old ❑ Commercial_ ❑ Signs ❑ Increase Permit number: L_.: 1 ❑ Re-wire ❑ Addition Sq. Ft. I ❑ Repair Conductor Size: AMPS: )-S-v COPPER ALUMIN JM Switch or RACE Breaker AMPS 45-0 P111 l W VOLT Z' WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN —Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600 V OVFR600V Transformers NO. KVA NO, KVA No.Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904)247-5845 . Revised 1/04 O d A *zH Ep» O „O Z LU a kro; Ara Q ti oZ o H � a`` ;�<E C Ch V1 O zoo, 0-Sentt`lCOII M _ _ - iERMID01' r.olony EllmUianon System O O N N UJ 0: KKx A 2 ..,.....�..,.u....,,_ -- 1 _ v j p � rp$EVtt�` CL cn H r w 159 19TH 5T JACKSONVILLE BEACH, FL 32250 � (904) 242-9002 1 J o 0 o o ° e of In ecti dior Treatment 70 O t¢6 O N J !Z U OAF Date oInspection 33-0-071 Dak of Trea o� o ' _ ao O e� Festic e Used M Wood-Destroying Organism Treated o � o �yc p� 'Pursuant to Chapter 482,Florida Statutes,482.226(6),this notice is required to be • o ; posted.Anv licensee who performs control of any wood-destroying organism shall ° post notice of said treatment immediately and adjacent to the access to the attic or N 0 crawl area or other readily accessible area of the property treated, o or > ac ec a State law prohibits removal of this label CD except by property owner. N O m >° E Have Your Home Protected By Greenfrog Services". W Guaranteed Termite Protection! z Q N a a (904) 242-9002 O do°I'c C, W x �, >�.m (800) 575-3764 LU w a l O N q y w N J c(0 OM Z v C E > co rn f- N t1_ CD 0U > W O C71° F=- O U) C'4 _ N Lt >Z> if N m J 7 U_ d rnLo co U O CD t� W �` O Q coM Q 7S ~ "'a y a i= YC- ui a " f, CDS J m 'O 4p2�n m W_ a)e w� =n'u-Z U a) c a cry QZ �Q W L Q mQ°rQ 1- Graham Shirley From: Graham Shirley Sent: Wednesday,April 18, 2007 8:36 AM To: Kaluzniak, Donna; Carper, Rick;Walker, Chris; Nodine, Phil; Deming, James; Hufstetler, David Cc: Lanier, Joyce; Matthews, Carlene; McKay Cathleen Subject: Final co inspection Importance: High Paul w/Beaches Habitat needs a final co inspection for 1872 Francis 06 34066 and 1874 Francis 06 34067 today if possible ...I had dropped the ball on this, Paul can be reached at 334 2278 1 can be reached at 247 5826 Thanks Shirley 1 Graham Shirley From: Walker, Chris Sent: Thursday,April 19, 200712:07 PM To: Graham Shirley Subject: RE: Final co inspection Everything is good here. From: Graham Shirley Sent: Wednesday,April 18,2007 8:36 AM To: Kaluzniak,Donna;Carper,Rick;Walker,Chris; Nodine,Phil; Deming,James; Hufsteder, David Cc: Lanier,Joyce; Matthews,Carlene; McKay Cathleen Subject: Final co inspection Importance: High Paul w/Beaches Habitat needs a final co inspection for 1872 Francis 06 34066 and 1874 Francis 06 34067 today if possible ...I had dropped the ball on this, Paul can be reached at 334 2278 1 can be reached at 247 5826 Thanks Shirley �a i Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 9. a7 Contractor Name: Permit #: Property Address: �4 6111&5 14V6 Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ CommercialalltplwOther: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By FireDept. Public Works _ „ P�rrriTrg-Dept-� Building Dept. % -m ;'n7'3.. /N1CT7'on/fir wn»fn7' kCiE✓�6 Final Survey with FFE es ❑ No All Re-Inspect Fees Paid Yes ❑ No ,0 it -- SINGLE DOOR s• TYR .3- 6'r UNTT IIV UNIT 1315/16, 17-1/8• MAXIMUM ON CENTER TYR 6 per vertical framing member • 2 per horizontal framing member Hinge end strike plates require two 2-112"long screws per looallon, �IfiW Dpening ' 1 • Width of door unit plus 112" 5EE NOTE 11 Helght of door unit plus 114" Wer k e3.r■.r TCI Dara liar rx CerWiMt OW26447,t&Q26"78:JW26117r and COP77e31 tisJwA VAIM ion Wfix f3026a4)A UOt,Q12,D37;h3026Wt6-041,OM,003:i3026dA7C-001,O(E.OD3 Afovdas �dEr11a of infOrnratlan•hcuk3bk� from Me ffSrWFi websilo I'VMy.91t�d1Y0.COT).IKe Masonlle m n"L.(Writ rrwsonite.com)or the wwnhe iecnnlcal cent+.r. Latching Hardware: Compliance requires that GRADE 3 or better(ANSI/BHMA A156.2)cylindrical and deadlock hardware be installed. • UNITS COVERER BY COP DOCUMENT 0246,0266,9241%3246,3261•or 3256 Compliance requires that 81 GRADE 1 (ANSI/BHMA At 56.16)surface bolts be installed on latch side of active door panel–(1)at top and(1)at bottom, Based on required Design Pressure–see COP sheet for details. Notes: 1. Anchor calculations Rave been carried out with the lowest(least)fastener rating from the different fasteners being considered for use,Jamb ano head fasteners analyzed for this unit include fe and 110 wood screws or 3/16'Tapcorls.Threshold fasteners anaty2ed for this unit incfude 18 and ,r10 wood screws,3/16'Tapcons,or liquid Nails Builders Choice 490. 2. The wood screw single shear design values come from Table 11.3A or ANSI/AF&PA NDS for southem pine lumber with a side member INUrest of 1-114"and achievement of minimum embeoment.The 3116'Tapcon single shear design values come tram tha i1W and CLCD Daae Country approvals respeOvely,with with minimum 1-1/4'embedment 3. Wood bucks by others,must be anchored properly to transfer loads to the structure. December 30,2002 Our mnVnWnq P�9'1n N prad�a lryrr.�rn1,[r7kr"+pclL�;)vr� m o"ln,7u PrxvCt d1al=4W la owhp/etnul MW. ! ! ti860 'ON Uv'd8b 9 9002 'Z onv ('Ell, 149"MAX OVERALL FRAME WIDTH LLIT' �'��'t7i��i�• Q N SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. J D Dl 0 PANEL WIDTH 37.5 MAXz N 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES w/ASTRacAL FRAME WIDTH Q s= w U z z: GENERAL NOTES Lu 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I-- THE FLORIDA BUILDING CODE AND WHERE PRESSURE F- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM o Lu Q O Q' DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. j DOES NOT EXCEED THE DESIGN PRESSURES LISTED °4 cv Q ` 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED >� U 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 M AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 2 _j = 4 PLASTICS TESTING OF LITE FRAME MATERIAL" w TEST DESCRIPTION DESIGNATION RESULT y a SELF IGNITION TEMP ASTM 07929 680 'F > 650 RATE 0f BURNING ASTM D635 1.10 IN/MIN u I SMOKE DENSITY I ASTM D2843 69.6% TENSILE STRENGTH' ASTM D538 -7,48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ao 4500 HOURS XENON ARC METHOD 1 w "' 0 I O � { DOUBLE INSWING UNIT W/�IDEt+7ES a a AW%AnloWM C3 Falliow CKIGnimNn: D0 l I 'r 1 In z o V > I Li o ; SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINC,LE DOOR I IT SINGLE DOOR UNIT W/S+DELITES 0OU13LE DOOR UNIT W/SIDELITES wITH ID Ir WITH slDEurE � WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7/71/05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE SHEET >Y CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 5CALE: N.T.S. DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Dwc.Sy: $WS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 2 ANCHORING LOCATIONS & DETAILS OX or XO 75' +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 C.K.BY: 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DRAWING No OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG-MA-FE0130-05 SHEET 1 OF 3 6' O SEE DETAIL3_ oNn J 3Wcq w 66 ��. '6. 6 n cZWF�o SEE DETAIL SEE DETAIL SEE DETAIL .C. A E — UQ— � II 6" 3" W m a } • 7 I { 1 r � i I I 1 I I— w gg ` o 3 _ 'i 3l I I o 3.. 3 _ 3. 3.. f 3 6"--� f�6. a x s 6" 6" � SEE DETAIL r i i ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH Z #102" THE THRESHOLD & INTO THE #8 x 2-1/2" x #8 x 2-1/2" > - STRUCTURE DEEP ENOUGH #70 x 3/4" FOR A 1.375" THROW #8 x 2-1/2" #10 x 1-1/4" #10 x 3/4" DETAIL "F" ASTRAGAL a ❑ #10 x 3/4" o #10 x 2" DETAIL "E" ASTRAGAL ,DETAIL ATTACH ASTRAGAL RETAINER BOLT Dow 995 DETAIL "D" STRIKE PLATE TO FRAME OR EOUAL� is AS SHOWN. x 1-1/2'aHS o 11d*ft IDN AI DATE: 7/11/05 0.962"1 QdkeSmN / :.:rti•• SCALE: N.T.S. ����i^r���iC�'�g�,•���,''{��� ••yx�'_ owc.er: SWS 1.375 now 995 T OR EQUAL EXTERIORoRAm c INSWING THRESHOLD OUTSWING THRESHOLD NT o TYPICAL GLAZING DETAIL OW7 -MA-FLO13O-05 SHEET Z OF ,j I Cc 2 o CN 00 SEE DETAIL 3 6' ' 6" _I �aaJwaw 3B O"EC Lp i 6. " �Lu 7—'66- 6" 6 �O 0 SEE DETAIL D" SHT. 2 N SEE DETAIL "C" SHL 2 2 2Uj z II' 0 1 A A v G � 6" _ ooad a I � o a I f II 11 II II I 3. I a i SEE DETAIL 6" —6" I "E'• SHT 2 6" i ATTACHMENT DETAIL a ; 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING CONSIDERED FOR USE. JAMB, HEAD, AND =AT5-1/2" OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE >• s, CAL AND DEADLOCK HARDWARE TO BE INSTALLED o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 50,,!' CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN L 0.25" 2. 4" X 4" FULL MORTISE BUTT HINGES LOCATION. _MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL,I I— z ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 'Qmp OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE DATE: 7/11/05 MINIMUM EMBEDMENT OF 1-1/4". CaETra6mNn: SCALE: N.T.S. TYPICAL Ae By: MG.�: SWS 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO Dai t o ANCHOR INSTALLATION cHK.eY: TRANSFER LOADS TO STRUCTURE. ORAWNC NO 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. OWG-MA-FLO150-05 SHEET .3 OF 3 SS City of Atlantic Beach Building Department Conditional Certificate Of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: April 20, 2007 Owner: Beaches Habitat Address: 1874 Francis Ave., Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 06-34067 DAVID HUFSTETLER BUILDING OFFICIAL Waiting for as built survey/PW CITY OF ATLANTIC BEACH ` =�J 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 00-00000005 Date 1/05/07 Property Address . . . . . . 1872 FRANCIS AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITE' OF ATLANTIC BEACH MECH-A NTICAL PERMIT APPLICATION . Date: Property Address: J`17;. Fm4jc"s daze, ' �� cue (�c lcr F(_ 3aa�3 Owner: P6LLL( rltdry 0etec•:�ii-S h4hf'�Ce Telephone#: FYI`ta22 Contractor �� / Ce/Z �-��C�ZitG�- l''�cj't Telephone Contractor Address: Fax 9V !C-"l Contractor Sibnature in consideration of permit -Ken for doing de hed in the above statement; we hereby agree to per omt said wort:in accordance with the attached plans and 1pecification,whi are a part hereoccordance with the Cin ol'Atlantic Beach ordinances and standards of WO practict listed therein. Type of Heating Fuel- If other construction is being done on this building or site,list the building permit number. .& Electric ❑ Gas: _LP _Natural _Central Utility ®� 1Y0 6 6 ❑ Oil ❑ Other–Specifv MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK )ff Heat _Space _Recessed L'Central _Floor V_ Residential �– Air Conditioning: Room —Central ❑ Duct System: Material D&�,f Thiclmess tz*Flex ❑ Commercial Maximum capacity_ $Co clm ❑ Refrigeration New Building ❑ Cooling Tower: Capacity fpm :D Fire Sprinlclers:Number of Heads ED Existing Building ❑ Elevator: __ Manlift Escalator (Number) :1 Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanlis (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDE,NSOR'S Approving Number Units Description Model 4 Manufacturer Ton's Agency v2$r X3643 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road a Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://wivA,.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH s� t` s 800 SEMINOLE ROAD Vr ATLANTIC BEACH FL 32233 +� INSPECTION PHONE LINE 247-5826 r�US�I�r Application Number . . . . . 06-00034543 Date 1/05/07 Property Address . . . . . . 1874 FRANCIS AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------------ Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------------ ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 pEZNIII-f IS A]pROVED ONLY IN ACCORDANCE WII`flHt ALL CIlyy OF A LANrHC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITE' OF !ATLANTIC REACH (,4 MECHAISTICAL PERMIT APPLICATION Date: Property Address: I TTY Fptzaeic Ave. iMat4tr �e.�i•�- 3�a?3 Owner: ( Kklev 98,hrlt�-5 �k.bd4,I Telephone#: 9YI-1 v2Aa Contractorz1f. �k�;o q- 'Telephone 4q�y��`��-���'/ Contractor Address: Contractor Sibnatur h consideration of permit g en for doin, s de bed in the above statement: we hereby agree to perform said work in accordance with the attached plans and 4pecifications whi • are a part hereoaccordance with the Cite of Atlantic Beach ordinances and standards of good practice listed therein , Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: LP Natural Central Utility ❑ Oil - - - 66-3106 7 ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK X Heat —Space _Recessed central Floor A= Residential 2� Air Conditioning: _Room ✓Central ❑ Duct System: Material tzjThiclmess . Flt-k ElCommercial Maximum capacity $�0 cfm. ❑ Refrigeration ,kNew Building ❑ Cooling Tower: Capacity ,wpm ❑ Exisiinr Building ❑ Fire Sprinklers:Number of heads ❑ Elevator: __ Ivlanlift Escalator (Number) ❑ Replacement of Existing System :1 Gasoline Pumps (Number) ❑ Tanks (Number) X New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency t 69,4 oq_�gffvcl 9,C7 HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model P Manufacturer BTU's Agency I W voo TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fag: (904)247-5845 • http://rv«,w.ci.atiantic-beach.fl.us Revised 1/04 r J�• CITY OF ATLANTIC BEACH s1 800 SEVHNOLE ROAD `J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034519 Date 1/02/07 Property Address . . . . . . 1874 FRANCIS AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE 240 VOLT ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BROOKS & LIMBAUGH ELECTRIC CO Q/A BROOKS, CHRISTY 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/01/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 0.0 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 U 1 � PERIMT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTT ' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. UP®f��ic Beach Permit Infor» n To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# Q(o - 3 A1./ 9 Date: Z • 0!� Service Address: _ If 74 Ar "e i S 4y& Owner: �Glts 6 i nrT Owner Phone: Electrician: da WA, Electrician Phone: o? Type of Work: New Service Li M Home Subfeed [� Increase Service [^] Heat & AC [�] Repair Service [___] Other [� Rewire [—] Other Description: Temp Pole 00 Service Type: L� Overhead (Repair/Replace) [,Underground(New Services) Building Use: [_]Residential LJChurch "Environmental LJM-Home "Commercial "Other Other Use Description: Service Size: New Service: Amps: �/4 _ Volts: Phase:— Existing Service:Amps: Volts: Phase: E-mail, craylj_njea.com or scllwcttl ;iea.com or resom(Liga.com ... CITY OF ATLANTIC BEACH E ELECTRICAL PERMIT APPLICATION Date: 1A /. Property Address: 1 ?7-/ Owner: ?(!"�" Telephone#: Contractor: �ra ks �- ��ct Telephone 9,nsi Contractor Address: �- �`�'�` S,<. Fax#: Contractor Signature: In consideration of permit given doing a wor as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and sp iffcati ns which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: b other on this is ❑ New Cl Residence _321"l-Temp. New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Per•.nit numb: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: O COPPER ALUMINUM Switc r / RACE reaker AMPS (� PH W VOLT 2 .o WAY / zting Service RACE bs Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AWS OVER. BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous e �? 90 y 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)24.7-5845• htrg:;,.,'wi%�ii,.ci.atiantic-beacit.a.us Revised 1104 HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jan 02 2007 12:38PM Last Transaction Date Time Type Identification Duration Panes Result Jan 2 12:37PM Fax Sent 96654470 1:15 3 OK NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby infornis you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. 1. Legal Description of property being improved:Francis Avenue Condominiums Units 1 &2 2. Address of property being improved: 1872-1874 Francis Ave.,Atlantic Beach FL 32233 3. General description of improvements: Construct residential duplex 4. Owner: Beaches Habitat Address: 1671 Francis Ave.,Atlantic Beach FL 32233 5. Owner's interest in site oftie improvement: 6. Fee Simple Titleholder(if other than owner): Name: 7\Contractor: Beaches Habitat Address: 1671 Francis Avenue,Atlantic Beach,FL 32233 Telephone No.: 904-241-1222 Fax No.: 904-241-4310 8. Surety(if any): Address: Amount of Bond$: Telephone No.: Fax No.: 9. Name and address of any person making a loan for the construction of the improvements: Name: Address: Telephone No.: Fax No.: 10. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No.: Fax No.: 11. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No.: Fax No.: 12. Expiration date of Notice of Commencement(the expiration date is one(1)year form the date of recording unless a different date is specified): December 31 2007 OWNER Signed: Date: This_ _day of ti-ti in th C u ly o D vay, al,State of Florida,has personally appeared before Notary Public at Large,State of Florida,Coun of Duval. My commission expires: Personally Known: ✓ Produced Identification: T LJ iC CPA!`L' G'!1D D •r+11D.TTTI,[i irr}.. .-._.___ r fJ ` CITY OF ATLANTIC BFAcx 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 F INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033500 Date 7/14/06 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- -- ------ -- - - ------ - - -- ------- - --- - - ----------- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (9 04) 241-1222 -------------- - - - - -- - -- -- - - -- - --- -- - - ------- ----- - - - - - - - - - ------------------ Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/14/06 Valuation . . . . 0 Expiration Date . . 1/11/07 ----------- --- - - -- ------- - --------------- --- -- - -- -- --- ------------ ---------- Special Notes and Comments APPROVED TO REMOVE A 24" SYCAMORE IN THE INTERIOR ZONE AND A 20" PALM IN THE EXTERIOR ZONE, IN ADDITION TO SIX UNPROTECTED TREES (CAMPHOR, CHINABERRY & PALM) . HARDWOOD MITIGATION REQUIRED IS 1211 , WITH 5" CREDITED FOR A SYCAMORE TO BE PROTECTED. PALM MITIGATION OF 10 : IS REQUIRED. Fee summary Charged Paid Credited Due ---- - ---- - - - - - -- - - --- -- -- -- - -- - - ----- - -- - -- - - - - --- ------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROONLY CORDANCE WITH ALL CITY OF ATLANTICBEACH ORDINANCES AND THE FLORIDA BUILDING CODES RICK CARPER,PUB(,IVWORKS WRECTOR Plan Review Check List All of Atlantic beach is in. 120 mph. Exposure C Wind load calculations to match. FBC 106.3.5 Two sets of Product Approval's for all exterior doors,windows, skylights, cladding, garage doors, shutters, roofing,etc showing pressures that they were tested too, including installation instruction's . Wind pressures, pos and neg on all the openings. FBC 106.3.5 Site specific structural drawings no cookbook engineering.FBC 106.3.5 A full wall section from foundation to roof. FBC 106.3.5 Show all shear walls. FBC 106.3.5 Connector schedule for all connections truss,rafters, columns to beams,beams to walls etc. FBC 106.3.5 Egress windows in all bedrooms. FBC R 310 Halls 36"FBC R 311.3 Front door 36"FBC R 311.4.2 Garage door to house 20 min fire rating. FBC R 309.1 Duct penetration in to the garage minimum No. 26 gage sheet metal. FBC R 309.1.1 5/8 Type X Drywall ceiling of garage if living space above, 1/2all remaining. FBC R 309.2 Smoke detectors in all bedrooms and outside each sleeping area etc. FBC R 313.1 Smoke detectors in existing areas to be wired together—remodel FBC R 313.1.1 see Exceptions. Arc fault branch circuits all bedrooms. (receptacles, lighting,etc) NEC 2000 210.12 (B) Under stair protection. FBC R 311.2.2 Stair drawing to show thy comply with all of R311.5 width, headroom,riser height,tread depth,profile, Landings, handrails—height—continuity—grip size, Illumination. FBC 106.3.5 Riser diagram electrical FBC 106.1.1 Load calculations for electrical. FBC 106.1.1 AC drawings FBC 106.1.1 Two full sets of Energy calculations FBC Chapter 13 Two full sets of truss plans. Draft stopping for floor truss FBC R 502.12 Tempered glass in hazardous locations. FBC R 308.4 Attic access shown. FBC R 807.1 not less than 22in by 30in. Attic ventilation FBC R 806.1 Accessibility FBC R 322.1.1 one bath on grade level with 29"clear opening. r " CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date Permit Number Address illy Y"4z&,V� Contact Name Phone Heated Square Footage —� @ $ per sq ft=$ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft= $ Patio @ $ per sq ft=$ TOTAL VALUATION: $ Total Valuation 1'` $ Remaining Value $ per thousand or.portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY,RADON SURCHARGE $ ,<M fj fi$ SECTION H INTACT FEE $ SEWER DOACT FEES $ rT SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE $ WATER CONNECTIMETER ONLY $ WATER CONNECT/TAP&METER $ WATER CROSS CONNECTION $ WATER INTACT FEE $ O OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 106 -3 x'06 ! oG DRAINAGE FIXTURE UN17 FIXTURE TYPE VALUE AS LOAD FUTURES UNITS Automatic clothes washers,commercial 1 3 Automatid cldthes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool / attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory1 Dishwashing machine,domestic 2 Drinking fountain/icemaker Floor drains 2 . Hose bib 1 a Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray 1 or 2 co artnents 2 Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 r•, a Urinai, 1 gallon per flush or less 11 2 Wash sink circular or multi le each set of faucets 2 Water closet,flushometer tank,pubfic or private 4 Water closet, private installation 4 02 Water closet, pubfic installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ �s CITY OF ATLANTIC BEACH SS' PLANREVIEW SHEET pouted to: akowsk Building Department Public Works&Public Utilities Departments L. iggins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q ( ' -P- Property �7 Property Address L - Applicant: Project: This permit application has been: Approved as noted by the Department. Final application approval must comi from the Building Department. El Reviewed and the following items need attention: it Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. 00 4 Reviewed By: Date: /0- -06 Date Contractor Notified: Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. October 12, 2006 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 1872-1874 Francis Avenue. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition,we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, r'1 Paul Finley Construction Manager P.O. Box 50939 Jacksonville Beach, Florida 32240 (904) 241-1222 s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET .� Routed to: akows c Building Department Public Works&Public Utilities Departments L. iggins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q� -t 3 (p�" ��� • Property Address Applicant: ,E?�Ctv� 1, �tG r Project: This permit application has been: Approved as noted by the AP Department. Final application approva must come from the Building Department. Reviewed and the following items need attention: !sl[. I WAY Iq %&*f-11 Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: ti L� \S rs 1x1ra, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: . akowsk � rJD Building Department Public Works&Public Utilities Departments L. iggins ;31�f 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 a uz� (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Q 0- Property Address / ws' Aze - Applicant: ,�?�r�;F.�s � [TGLT r Project: This permit application has been: L� Approved as noted by the Department. Final application approval must co ty from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Y zi Reviewed By: a 6JZ Date: Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AN DUPLEX CONSTRUCTION) Date: 7/24/06 Job Address: 1872-1874 Francis Ave(duplex) Owner of Property: Beaches Habitat Address: 1671 Francis Ave.,Atlantic Beach,FL 32233 Telephone:1904)241-1222 Legal Description: Block Number:Francis Ave Condos,Units 1 &2 Lot Number:_Zoning rrDistrict:n Contractor: Beaches Habitat State License Number: '��14(f T�S• 14gQ- Contractor's Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone: (904)241-1222 Fax: (904)241-4310 Describe proposed use and work to be done:construct residential duplex _„ A P P-.0710 BEACH ® t C-19BUILDING OFFICE a Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity required?No If yes,pleaubmit ion. Will this project 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. CY i& See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ W. 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. (See attached Tree Removal Permit.) 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 designation and proper setbacks for the proposed construction. If 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 Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 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, Energy 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)247-580—Fax::(904)247-5845—http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for they 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including 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 appropriate for individual applications. I hereby certify that all info tion provided with this application is correct. Signature of owner: 4�101 Date: 7 Zt AS 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 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 being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: � Date: 76 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Paul Finlo,Construction Manager Mailing Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone: (904)334-2278 Fax: (904)241-4310 E-Mail: AS TO OWNER: Sworn to and subscribed before me this Gam- day of _20640 State of Florida,County of Duval PATRICIA A. REEVES Notary's Signature: AJ ,_ 1� V6 io ��;•., Notary Public-51aM of Florida 'Il►NY Corrtmiasion EXpilw�30,2010 e lly know •, G�mnriMiar N 00 5S73t0 Pro uced identification ftr4sd By 110wr Type of identification produced AS TO CONTRACTOR: OL A-C Sworn to and subscribed before me this ` day of% 2 State of Florida,County of Duval I Notary's Signature: PATRI IA A. REEVES �Personally°"" ion No�rr -byah d Flodds Type of identification produced CorrMrlWN EYOU MNY 30,20 ;+ ConrtelMios i 00 5UM �•�N, ,OIMr,o M++.M"Nfty Ann. 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1872-1874 Francis Ave. Atlantic Beach, FL 32233 Type of Development: Residential duplex Flood Zone: X Required Lowest Floor Elevation: 14.50 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. t Applicant's Signature: _ Date: 7��-� / � Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 r , 15 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033500 Date 7/14/06 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- - - -- - - - - - - - - - -- - - - - - - -- -- - - - - - - - - - - - -- -- -- --- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904 ) 241-1222 -- - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ---- ------ - -- --- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/14/06 Valuation . . . . 0 Expiration Date . . 1/11/07 - ---- -- --- - - - - - - -- - - ---- - - - --- - - - - - - - - - - - - - - - -- - - - - - - - - - --- - -- ---- ------ - --- Special Notes and Comments APPROVED TO REMOVE A 24 " SYCAMORE; IN THE INTERIOR ZONE AND A 20 " PALM IN THE EXTERIOR ZONE, IN ADDITION TO SIX UNPROTECTED TREES (CAMPHOR, CHINABERRY & PALM) . HARDWOOD MITIGATION REQUIRED IS 1211 , WITH 5 " CREDITED FOR A SYCAMORE TO BE PROTECTED. PALM MITIGATION OF 10 : IS REQUIRED . Fee summary Charged Paid Credited Due - - -- - - -- - -- - - - -- - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - --- -- ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPRO ONLY CORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES RICK CARPER,PUB I ORKS VfRECTOR x CITY OF ATLANTIC BEACH . BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE Ali 014-� DUPLEX CONSTRUCTION) Date: 7/24/06 Job Address: 1872-1874 Francis Ave(duplex) Owner of Property: Beaches Habitat Address: 1671 Francis Ave.,Atlantic Beach,FL 32233 Telephone: (904)241-1222 Legal Description: Block Number:Francis Ave Condos,Units 1&2 Lot Number:_Zoning District: Contractor: Beaches Habitat State License Number. Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904)241-1222 Fax: (904)241-4310 Describe proposed use and work to be done:construct residential duplex Com) Present use of land or building(s): vacant land Valuation of proposed construction: $80,000.00 Is approval of Homeowner's Association or other private entity required?No If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ r. Applicant certifies that no change in site grade or fill material will be used on this project. UES. 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. (See attached Tree Removal Permit.) 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 designation and proper setbacks for the proposed construction. If 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 Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 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,Energy 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)247-580—Fax::(904)247-5845—http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 3 In addition to construction and engineering detail,plans must contain the following information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. i. 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including 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 appropriate for individual applications. I hereby certify that all inZ_zs�t onpprovided with this application is correct. Signature of owner., ! Date: �'Lt 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 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 being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: -7 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Paul Finley.Construction Manager -- Mailing Address: 1671 Francis Ave Atlantic Beach FL 32233 Telephone:1904)334-2278 Fax:1904)2414310 E-Mail: AS TO OWNER: st Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval PATRICIA A.REEVES Notary's Signature: 'pY P _ '-�• of FMO •I Unrni wE*=May 10 e�ykn r COMI111111"d W 557380 Protion •if,,;;,;),••` eodNd By i A Type of identification produced AS TO CONTRACTOR: �} ^ Sworn to and subscribed before me this Gam' J` day of ,2p State of Florida,County of Duval , Notary's Signature: PATRICIA A.REEVES �ui Y P ion IIoWy Pubk-SIM atflorkls Type of identification produced C0rdWWExpllr M1y30.2010 capilli on III W 557380 8on0 d 81y NNIOW MOW AWL 800 Seminole Road—Atlantic Beach,Florida 32233-5445 Telephone:(904)247-580—Fax::(904)247-5845—http://www.cf.atiantic-beacb.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1872-1874 Francis Ave.,Atlantic Beach, FL 32233 Type of Development: Residential duplex Flood Zone: X Required Lowest Floor Elevation: 14.50 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting-the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 jkj CITY OF ATLANTIC BEACH ( 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033500 Date 7/14/06 Property Address . . . . . . FRANCIS AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- -- ---- - -- ------- ----- --- --------- - ----------- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 --------------- -- - --- -- -- - - - - - - - - -- ------------- ---- - -- - - ------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date 7/14/06 Valuation . . . . 0 Expiration Date 1/11/07 --------------- - -- ------------------ ------ ----------- - - - -------------------- Special Notes and Comments APPROVED TO REMOVE A 2411 SYCAMORE IN THE INTERIOR ZONE AND A 2011 PALM IN THE EXTERIOR ZONE, IN ADDITION TO SIX UNPROTECTED TREES (CAMPHOR, CHINABERRY & PALM) . HARDWOOD MITIGATION REQUIRED IS 12 -1 , WITH 5-1 CREDITED FOR A SYCAMORE TO BE PROTECTED. PALM MITIGATION OF 10 : IS REQUIRED. Fee summary Charged Paid Credited Due - ---- ---- - -- - ---- -- --- ---- - - -- - --- --- - -- - --- -- - ---- -- ---- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPRO ,ONLY CORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES RICK CARPER,PUB I ORKS VfRECTOR FORM 60OA-2004 EnergyGauge® 4.0 F VRIDA ENERGY EFFICIENCY CODE FILE OR BUILDING CONSTRUCTION _ Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1874 Francis Ave Builder: Beaches Habitat Address: 1874 Francis Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Beaches Habitat Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ li 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:21.9 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ft') 1216 ft2 _ c. N/A 7. Glass typel and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 124.0 ftz - a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear) 124.0 ft' - b. N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,82.0(p)ft _ c. N/A b. Raised Wood,Post or Pier R=19.0,20.0ft2 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,964.0 ft= _ ! EF:0.92 b. Frame,Wood,Adjacent R=11.0, 136.0 ft' _ b.N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,602.0 W 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as-built points: 16635 PASS Total base points: 20223 I hereby certify that the plans and speci' ations covered by ' Review of the plans and ST uE this calculation are in compliance wi Florida Energyspecifications covered by this �o 9T�o Code. calculation indicates compliance PREPARED BY: , with the Florida Energy Code. o DATE: - - Before construction is completed o this building will be inspected for I hereby certify that t is building,as desig ed, is in comp ince compliance with Section 553.908 with the Florida Ener Code. Florida Statutes. COD WE OWNER/AGENT: j BUILDING OFFICIAL: DATE: - DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1216.0 20.04 4386.4 Double,Clear S 1.0 14.3 13.0 35.87 0.99 463.3 Double,Clear W 1.0 14.3 13.0 38.52 1.00 499.2 Double,Clear W 1.0 16.7 40.0 38.52 1.00 1536.7 Double,Clear N 1.0 13.0 9.0 19.20 1.00 172.0 Double,Clear N 1.0 5.3 17.0 19.20 0.97 315.3 Double,Clear W 1.0 4.0 6.0 38.52 0.91 211.1 Double,Clear S 1.0 5.3 13.0 35.87 0.92 429.2 Double,Clear S 1.0 5.3 13.0 35.87 0.92 429.2 As-Built Total: 124.0 4056.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 136.0 0.70 95.2 Frame,Wood, Exterior 11.0 964.0 1.70 1638.8 Exterior 964.0 1.70 1638.8 Frame,Wood,Adjacent 11.0 136.0 0.70 95.2 Base Total: 1100.0 1734.0 As-Built Total: 1100.0 1734.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As-Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 602.0 1.73 1041.5 Under Attic 30.0 602.0 1.73 X 1.00 1041.5 Base Total: 602.0 1041.5 As-Built Total: 602.0 1041.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 82.0(p) -37.0 -3034.0 Slab-On-Grade Edge Insulation 0.0 82.0(p) -41.20 -3378.4 Raised 20.0 -3.99 -79.8 Raised Wood,Post or Pier 19.0 20.0 0.77 15.3 Base Total: -3113.8 As-Built Total: 102.0 -3363.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1216.0 10.21 12415.4 1 1216.0 10.21 12415.4 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Summer Base Points: 16585.4 Summer As-Built Points: 15965.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 21900 btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 15966 1.00 (1.09 x 1.147 x 0.86) 0.263 1.000 4530.4 16585.4 0.4266 7075.3 1 15965.8 1.00 1.081 0.263 1.000 4530.4 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point 18 1216.0 12.74 2788.5 Double,Clear S 1.0 14.3 13.0 13.30 1.00 172.2 Double,Clear W 1.0 14.3 13.0 20.73 1.00 269.8 Double,Clear W 1.0 16.7 40.0 20.73 1.00 829.9 Double,Clear N 1.0 13.0 9.0 24.58 1.00 221.2 Double,Clear N 1.0 5.3 17.0 24.58 1.00 418.2 Double,Clear W 1.0 4.0 6.0 20.73 1.02 127.3 Double,Clear S 1.0 5.3 13.0 13.30 1.04 180.5 Double,Clear S 1.0 5.3 13.0 13.30 1.04 180.5 As-Built Total: 124.0 2399.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 136.0 3.60 489.6 Frame,Wood,Exterior 11.0 964.0 3.70 3566.8 Exterior 964.0 3.70 3566.8 Frame,Wood,Adjacent 11.0 136.0 3.60 489.6 Base Total: 1100.0 4056.4 As-Built Total: 1100.0 4056.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As-Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 602.0 2.05 1234.1 Under Attic 30.0 602.0 2.05 X 1.00 1234.1 Base Total: 602.0 1234.1 As-Built Total: 602.0 1234.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 82.0(p) 8.9 729.8 Slab-On-Grade Edge Insulation 0.0 82.0(p) 18.80 1541.6 Raised 20.0 0.96 19.2 Raised Wood,Post or Pier 19.0 20.0 0.88 17.5 Base Total: 749.0 As-Built Total: 102.0 1559.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 1216.0 -0.59 -717.4 1216.0 -0.59 -717.4 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 8356.6 Winter As-Built Points: 8699.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 24000 btuh,EFF(7.8)Ducts:Unc(S),Unc(R),Int(AH),R6.0 8699.6 1.000 (1.069 x 1.169 x 0.88) 0.437 1.000 4199.1 8356.6 0.6274 5242.9 8699.6 1.00 1.104 0.437 1.000 4199.1 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 50.0 0.92 3 1.00 2635.00 1.00 7905.0 As-Built Total: 7905.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water — Total Points Points Points Points Points Points Points Points 7075 5243 7905 20223 1 4530 4199 7905 16635 PASS w4�04?RE�ST4i ��°fin M EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1874 Francis Ave, Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606 1.A13C.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 i Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. -- Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed -- to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,_at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from - conditioned space,tested. Multi-story Houses 606 1 ABC.1 2.5 _f_Air barrier on perimeter of floor cavity between floors Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE_MEASURES_(must be met_or exceeded by all residences__ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electrictor cutoff(gas)_must be provided External or built-in heat trap-required Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78% Shower heads 612.1 Water flow must be restricted to no more than 2.5 .per minute at 80 PSIG. - - -- ------------ Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls _607.1 Separate readily accessible manual or automatic thermostat for each system_ Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.4 The higher the score,the more efficient the home. Beaches Habitat, 1874 Francis Ave, Atlantic Beach, FL, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:21.9 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 1216 ft2 _ c. N/A _ 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 124.0 ft2 - a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:7.80 _ (or Clear or Tint DEFAULT) 7b. (Clear)124.0 ft2 - b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,82.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,20.Oftz _ _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,964.0 ft2 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 136.0 ft2 _ b. N/A _ c. N/A _ d. N/A c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,602.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building T�sT Construction through the above energy saving features which will be installed(or exceeded) ok _ 9TF in this home before fmal inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: I a Address of New Home: City/FL Zip: we *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStarTmdesignation), your home may qualms for energy efficiency mortgage(EEM)incentives f you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. KnergyGauge®(Version: FLRCSPA v4.0) 1874 Francis A ve HVAC Load Calculations for Beaches Habitat P. O. Box 50939 Jacksonville Beach, FL 32240 Mk AWOL RHVACRgsmiwTiAL HVAC LoA s Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904)249-8251 Wednesday,July 05,2006 - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1874 Francis Ave Neptune Beach, FL 32266-1798 _ - Page 2 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat\1872francis.rhv - Project Title: 1874 Francis Ave Designed By: Ocean State Heating &Air Conditioning Project Date: Wednesday, July 05, 2006 Client Name: Beaches Habitat Client Address: P. O. Box 50939 Client City: Jacksonville Beach, FL 32240 Client Phone: 241-1222 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904)249-8251 Company Fax: (904)249-8949 Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) CFM Per Square ft.. 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible +Latent) 1.73 Tons(Based On 77% Sensible Capacity) ..Notes ---- Calculations are based on 7th edition of ACCA Manu-al-J-.------- All anualJ.All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. U-k;+—+a 10704—,ic A— 1Narinacriav .Iiilu n.qi Pnns Q-n7 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1874 Francis Ave Neptune Beach, FL 32266-1798 Page 3 Load Preview Report- - Sens Lat Net Sens Win Sum Adi Sys Duct Scope Area Gain Gain Gain Loss CFM CFM CFM CFM Size Building: 1.5.9 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating Building 1,216 16,004 3,036 19,040 21,139 275 728 728 System 1: 1.59 Net Tons, 1.73 Recommended Tons, 702 ft.2/Ton, 21.14 MBH Heating System 1 1,216 16,004 -- --3,036 19,040 21,139 275 728 728 16 Zone 1 1,216 16,004 3,036 19,040 21,139 275 728 728 1-Great Rm. 370 3,010 676 3,686 6,040 79 137 137 137 2-5 2-Powder 36 169 0 169 683 9 8 8 8 1-4 3-Dining 98 3,038 588 3,626 5,274 69 138 173 138 2-5 4-Kitchen 110 2,669 132 2,801 1,472 19 121 121 121 1-7 5-Owner's 154 1,715 710 2,425 2,137 28 78 78 78 1-5 6-WIC 30 266 0 266 428 6 12 12 12 1-4 7-Bath 3 63 871 88 959 948 12 40 40 40 1-4 8-Stairs 74 126 0 126 118 2 6 6 6 1-4 9-Laundry 36 1,608 0 1,608 247 3 73 73 73 1-5 10-Bed 2 130 1,423 421 1,844 2,173 28 65 76 65 1-5 11-Bed 3 115 1,109 421 1,530 1,619 21 50 59 50 1-4 M�........An�..:.,,,a..1 Q...,,.h.... LJnhi+�+\i A77fronnic rhv WAfinACfigv .Il ll\/nri PnnF A-07 AM - Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1874 Francis Ave Neptune Beach, FL 32266-1798 - - - - -- - - - - - - -Page 4 Total Building► Summar Loads----- Component Area - Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 84 2,436 0 2,724 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R-11 + 1/2" Gypsum(R-0.5) 964 3,470 0 1,960 1,960 13C Part R-11 + 1/2" Gypsum(R-0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic- R-30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet+ R-19 20 38 0 13 13 22A Slab on Grade No Edge Insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 21,139 3,036 16,004 19,040 Check Figures Total Building Supply CFM: 728 (4.5 AC/hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 Building Loads _ Total Heating Required With Outside Air: 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible+ Latent) 1.73 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .- :._ r,w.. n \o LJl t i+o+\1 R79fronnic rhv Warinacriav .iov n5. PnoRi- 9.07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C 1874 Francis Ave Neptune Beach, FL 32266-1798 _ -- -_ -_ - - Page 5 System I Summary Loads Component Area Sen Lat Sen Total i Description GuGainGain Gain: 3C Window Double Pane Clear Glass Metal Frame - - 84 2,436 - b- 21724 - - 2,724 80 Glass Door Double Clear Glass Metal Frame 40 1,160 0 1,824 1,824 11C Door Metal Polystyrene Core 20 376 0 212 212 12C Wall R-11 + 1/2" Gypsum(R-0.5) 964 3,470 0 1,960 1,960 13C Part R-11 + 1/2" Gypsum(R-0.5) 136 270 0 196 196 16G Ceiling Under Vent. Attic- R-30 Insulation 602 796 0 854 854 201 Floor Over Open Crawl Carpet+ R-19 20 38 0 13 13 22A Slab on Grade No Edge insulation 82 2,656 0 0 0 Subtotals for structure: 11,202 0 7,783 7,783 People: 4 920 1,200 2,120 Equipment: 0 3,000 3,000 Lighting: 0 0 0 Ductwork: 3,523 0 2,667 2,667 Infiltration: Winter CFM: 146, Summer CFM: 65 6,414 2,116 1,354 3,470 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,004 Temperature Swing Multiplier: X 1.00 System 1 Load Totals: 21,139 3,036 16,004 19,040 Check Figures Supply CFM: 728 (4.5 AC/hr) CFM Per Square ft.: 0.599 Square ft. of Room Area: 1,216 Square ft. Per Ton: 702 System Loads Total Heating Required With Outside Air. 21,139 Btuh 21.139 MBH Total Sensible Gain: 16,004 Btuh 84 % Total Latent Gain: 3,036 Btuh 16 % Total Cooling Required With Outside Air: 19,040 Btuh 1.59 Tons (Based On Sensible +Latent) 1.73 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i i r•\Glito\Rhvnr,IAAPrriiarrtc\Raarhac Hahitat\1R79franris rhv WAdnPsday. .I1JIv 0S. 2900. 9:07 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Sottware Development,Inc. Ocean State Htg&A/C 1874 Francis Ave Neptune Beach,FL 32266-1798_ __ - - __ - - -_- ---- Page 6 System- d Summary I Room Loa - - - - --- - --- Htg Htg Run Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No NameSF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM- ---Zone 1--- - - _ 1 Great Rm. 370 6,040 79 2-5 502 3,010 676 137 1.00 137 137 2 Powder 36 683 9 1-4 88 169 0 8 1.00 8 8 3 Dining 98 5,274 69 2-5 634 3,038 588 138 1.25 173 138 4 Kitchen 110 1,472 19 1-7 454 2,669 132 121 1.00 121 121 5 Owner's 154 2,137 28 1-5 572 1,715 710 78 1.00 78 78 6 WIC 30 428 6 1-4 139 266 0 12 1.00 12 12 7 Bath 3 63 948 12 1-4 454 871 88 40 1.00 40 40 8 Stairs 74 118 2 1-4 66 126 0 6 1.00 6 6 9 Laundry 36 247 3 1-5 537 1,608 0 73 1.00 73 73 10 Bed 2 130 2,173 28 1-5 556 1,423 421 65 1.17 76 65 11 Bed 3 115 1,619 21 1-4 672 1,109 421 50 1.16 59 50 System 1 total 1,216 21,139 275 16,004 3,036 728 782 728 System 1 Main Trunk Size: 16 in. Velocity: 522 ft./min Loss per 100 ft.: 0.046 in.wg Cooling System Summary________ Cooling Sensible/Latent Sensible Latent Total ' Tons Split Btuh Btuh Btuh Net Required: 1.59 84%116% 16,004 3,036 19,040 Recommended: 1.73 77%/23% 16,004 4,780 20,784 I I I i Warinacrinu .hili M; onna Q•r)7 AAA