Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PLANS
• • • • • • 4 • • • • ▪ • • • • • r • • • • It • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING ROOF OVERHANG BEYOND EXISTING NCH DOORS BEYOND PRO. WOOD DECK, TREATED PINE ABOVE EXISTING GRADE DARK STAIN FINISH 6" WOOD FACE RISER EXISTING CONCRETE SLAB TO BE RESURFACED EXISTING PLANTING AREA UNDISTURBED SUB -GRADE / L 44‘■1:4Xe jitt /!)$* �C v 4 \ SECTION: WOOD STEP AND DECK DETAIL SCALE:114' =1' -0" EXIST. DROP OFF • • • • • • • • PROPERTY LINE • • • EXISTING LAWN . • • f • • 0 • • • • • 418 • • • • • • • • • f • • • • • • • EXISTING FRONT -YARD AWN 1' -2" TOP OF PRO. WOOD DECK 0'-6" TOP OF STEP 0'-0" TOP OF EX. PATIO PRO. 6"x 12" TREATED PINE WOOD DECK WITH DARK STAIN FINISH PRO. 1-1/2" x 5" TREATED PINE WOOD JOIST PRO. 4" x 4" TREATED PINE WOOD SUPPORT BEAM EXISTING 5' HT. MASONRY WALL PLANTING AREA (TYP). 1 B60IREAa - tt II I — + 0 CO EXISTING RESIDENCE FR + LAO PROPERTY LINE b'PJOUV1fEUd GNV s ) auy atris 3 11VH 1LM ti ;•., n)01 103f"afS � d30 9Q111 7HddV e11!A SOJOLIS 9LbI •.901190 ONINOZ • • • • •• • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • SCALE:1 4" =1-0" • • • • • 8 • • 12 "X1 Y2' T TREAD SECTION: WOOD STEP AND DECK EXISTING BACK -YARD LAWN 6 TREATED PINE DECK Y4" SPACE BETWEEN PLANKS EXISTING REAR DRIVEWAY N SCALE: 118 =1' - 0" DATE: 4/18/06 • • • • • • • • • • • • • • • • • 0 • • • • • • • • 4,8 Go .5 14 X( x it9f,AcelAis • • W 0 W E ca Project: COOPER Date: 4.19.06 Scale: 1/8 " =1' -0" 1 I Sheet: HD -1 • • • • • • 4 • • • • ▪ • • • • • r • • • • It • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING ROOF OVERHANG BEYOND EXISTING NCH DOORS BEYOND PRO. WOOD DECK, TREATED PINE ABOVE EXISTING GRADE DARK STAIN FINISH 6" WOOD FACE RISER EXISTING CONCRETE SLAB TO BE RESURFACED EXISTING PLANTING AREA UNDISTURBED SUB -GRADE / L 44‘■1:4Xe jitt /!)$* �C v 4 \ SECTION: WOOD STEP AND DECK DETAIL SCALE:114' =1' -0" EXIST. DROP OFF • • • • • • • • PROPERTY LINE • • • EXISTING LAWN . • • f • • 0 • • • • • 418 • • • • • • • • • f • • • • • • • EXISTING FRONT -YARD AWN 1' -2" TOP OF PRO. WOOD DECK 0'-6" TOP OF STEP 0'-0" TOP OF EX. PATIO PRO. 6"x 12" TREATED PINE WOOD DECK WITH DARK STAIN FINISH PRO. 1-1/2" x 5" TREATED PINE WOOD JOIST PRO. 4" x 4" TREATED PINE WOOD SUPPORT BEAM EXISTING 5' HT. MASONRY WALL PLANTING AREA (TYP). 1 B60IREAa - tt II I — + 0 CO EXISTING RESIDENCE FR + LAO PROPERTY LINE b'PJOUV1fEUd GNV s ) auy atris 3 11VH 1LM ti ;•., n)01 103f"afS � d30 9Q111 7HddV e11!A SOJOLIS 9LbI •.901190 ONINOZ • • • • •• • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • SCALE:1 4" =1-0" • • • • • 8 • • 12 "X1 Y2' T TREAD SECTION: WOOD STEP AND DECK EXISTING BACK -YARD LAWN 6 TREATED PINE DECK Y4" SPACE BETWEEN PLANKS EXISTING REAR DRIVEWAY N SCALE: 118 =1' - 0" DATE: 4/18/06 • • • • • • • • • • • • • • • • • 0 • • • • • • • • 4,8 Go .5 14 X( x it9f,AcelAis • • C)i kn iva efr1 • rj.lx s4!t N" c A yyt m:A9 s • t _ A Kt 1A $ 1 F .... it .w ,,.T +d 44' ( .!: - . . '.x. 5 1 �t'.�'Xf�il�i+.'1 Sp't - ti :`'„t * . C � L t ids! rA,'f:0.r0.4!a..€5? astX'.jti i' 41l ! V.ASI.M1f, ' rS r )14 4 N i • PART ALLOY CCNPRESSIOE YIELD STRESS LOUVER BOX PURIIN ROUND TUBE, CAMEL - BACK, HEADER HINGE BOLTS & SCRE:IS. 3003-H12 3004 -336 606 T 2021. -T4 11,000 28,000 16;000 40,000 0 ' M #4 s.M.S. 3" c/c 1' ■10" MAX. 0 PLAN ^ 1/4 - "THUNDER BOLT" / ' 8 1 -10" C/0 HEADER HINGE DETAIL - A #4 \ EACH VERTICAL \ BOX FURLIE SECTION - DD 1 /4 ° BOUTS 8 A B CAMEL BACK .060" THICK 2 - #4 S.V.S. •' -TWO REQUIRED FER EACH VERTICAL BOX PURLIN DETAIL - B • 1. > u l I 11 3" .0191 LOUVER DETAIL - L DETAIL -0 ' NOTEI ► TUBE SUPPORT IS REQUIRED AT EACH VERTICAL BOX PUR.LIE • 055" DETAIL - C \P U .84" 2 -1/4" DII. "THUNDERBOLTS" HEADER HINGE SHUTTER CLOSED TO LOCK SHOWER IN STORE POSITION, REMOVE TUBE SUPPORT, FOLD SHU'iTETR DOWN AND LOCK IN POSIT10N AS SHOWN IN SECTION -BB BOX BURLIN CAMELBACK 1/4" BOLT I• Ii II , • SECTION -BB SHUTTER IN CLLSED POSITION SECTION - C C • 055 " - 1.50" - _a rl DESIGN CRITERIA: LIVE LOAD (oIND) 24.2 P.S.F. TEST LOAD '6.3 P.S.F. CONNECTIONS: 3 T1NES LIVE LOAD DEFLECTION: L'AI11 / I3ERS L/180 SECONDARY MEMBERS L[ Bo RECOVERY FROM TEST LOAD U0,4i ALUMINUM ALLOY OF SHUTTER{ COOPON'ENTS: 1N ACCORDANCE WITH THE ALUMINUM ASSOCIATION. *MAY BE OALV. OR STAINLESS STEEL GENERAL 1.0TE3: I) THIS SHUTTER WAS DESIGNED IN :.000RDANCE WITH THE METROPOLITAN DAVE C.UNTI BUILDING AIID ZONING DEPARTIENT PCLICY, DATED JULY 20, 1962 EASED 011 THE SOUTH FLC3IDA BUILDING COLE. 2) PRINTS ARE VALID FOR BUILDING DEPARTMENT PURPOSES ONLY'WHEN SIGNED BY THE ENGINEER OVER HIS SnEAL. /' LATE 7 /67 I DRAWN car !DESIGN LC 7 _ 016'.1 f? SEAV /EW /NOUSTR /ES INC. 3975 N. W. 25 /h sr MIAMI, FL A. CARR SMITH & ASSOCIATES. INC. CONSULTING ENGINEERS CORAL GABLES FLORIDA CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORK. CHECK R U1 FILE NO. I SHEET NO. "BAHAMA" 6767 /of/ SEAVIEW INDUSTRIES, INC. 3750 N.W. 46 Street Miami, Florida 33142 NAME &Oka° MtVrf ADDRESS Cf( I\A E. C ` ?f; ° MUNIC IPALI TY /Yj } �� 1 LEGAL DES CR IFTI C r:IE_E t PL..4'vS a LOT NO OTHER CEYLI•ro's � 'L*'1 l,'{r10 'I ✓4 � �Fp Ep fCR wat i 0 CR NO> Owner's Name and Address .... Wit i +1 f /U MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the appro \al of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. i Chairman Member - Member Council Approved Date Date.. No......_if �....._. Street__ / V:1-?..- arr — ;)7 r 4 / ff. Registered Architect and /or Engineer Name and address of licensed contractor..:) t i Location and legal description of lot to be built on: Lot Block, �1 Street and Number where work is to be done / l State w to be done and pu se of building (by floors).. »t�k (�Jrsr� �ca,r pu (Ter Rcrrcirk r' c J and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of. Kind foundation Roof Covering Estimated Total cost of improvements $ Kind '-.52- of Permit S. Zone cubage required _- .__plan Cubage Distance to next nearest budding Size of Building Lot Maximum live load to be borne by each floor be sent to...J 7.5 IC(/.. i f I hereby submit all the plans and specifica,);ions for s building. All notices with reference to the budding and its construction may ✓'7' (Q /jl( /P 2.?/ -- Remarks._._ _.__— (Signed).._._. Subdivision - - - -- - -- - -- rv��' 9f 11 /7. - / Z f /// fhore( /1-tekr s to eV- eves The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such ntractors, on work to ' rforme under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are � r true. Permit No. ._� __ _.. — Date _.__...__._ Read, Sworn to and Subscribed before me. Disapproved Dat t 'j� ` i,t,,, ( Signed) ‘. "' X' Notary Public, State of Florida .Y a._._...... ding Inspectr My Commission Expires ANNING BOARD DATE to me well known, Member Member....... _......... - .... .................._.. _. Member ...._....... .... -- - — _ _ Disapproved ..._.. ... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PlAnnin„ Board. A re• :n'pection fee of $I.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. < • • • a 1NTEFNAT101ICC WtNUNS POZZI CASEMENT WINDOW COMBINATIONS - - ALUMINUM CLAD Raft* Fran. I Ur►. $TQCK NUMDER 6lte 6tz. 'CECCWPHION visdt^ ttch I • NO MI . r 0 154 CC 3672 -3 cAs wawsxt,s l i4 7 F 111 I_71 1 fly {7 1r.:n7 P.09 9505 -8 D -8 N Poi ttvs I Newir. Square Fee; Fed lt I ANCt4Of i Pesspn I Delon Pressure 1 Ptstlft 139 CC 36 50 • 2 i TI 0 6 outio window. (otie vt rt,ral mull) 33 00 1 X) I 30 HEAD & JAMB ANCHORS--1-5/8"X 1.3/4" ROOFING NAILS @ 10" o.c. SILL ANCHORS - -- #8X24" WD. SCREWS --- +74.9L }S. @ 10" o.c. & @ 3" EACH SIDE OF MULLIONS. (SEE TEST UNIT, APPROVED) DESIGN PRESSURE = DP = -52 PSF +50 PSF -- -(SEE TEST RESULTS) +2547.5LBSr - -- 144 CC 3671 •2 72 I 12 l dvubl. window. ( are v artSat mull) 39 � 2� W 1 32 0141 CC 3(3 18 - 3 w e 0 18 l wndow, (two vert,cei mulls) 1 13.50 I 21 m I 1 0 M I T} —.........r___ ill . e ? _ . i ., . ».... _.. � _.._.._ I. . 0142 CC 36 24 - 3 t U9 24 (hipie window, (two vtni al rt:utly) t 8 to 22 QO : 0 M 1 Ti 0143 CC 36 10 - 3 1 103 0 ao (trip* window, (two vertical musts) r 22.50 1 23.00 ( 0 M 1 T . I. CC 3a 36 • 3 164 0 1 36 `tripl.wirOow,(two,rtrtialmale) I 21.00 I 24,pt) ( 40 M I f' III 41 1II 'p* kxfo ww, (Iwo vertxal mink) 31.90 l 25.00 t 40 M I Ti ._... I- 0 IN CC 38 48 - 3 1013 0 48 IMO, vvktdvw, (Iwo vetticd mugs) I 38 W 1 nuo 10 11 I T4 0147 cc 36 54 - 3 106 0 54 `try4e window, (two )(arural roul4) I Ito 50 ± 21.W i0 M I T 014 C C 36 00.3 100 0 00 ;trlpie wil low, (two vxtIcal mulls) ^'-4 . r, 46.U0 I .. . _ _ _ i 0M .... i ..... r .._...____. .. 0144 CC 36 66 3 109 0 v I OA INp$0 window. (two vcrtual rrniis) ( d9 GO 1 2900 ' 10 M I T toe $0 1 itripr. window, (two wrt oel mulls) 54.0[) ®Q 30.00 0 M I T1 0 -- EXCEEDS TEST UNIT AREA OF 50.95 SQ. FT. ti 0-- EXCEEDS TEST UNIT WIDTH & HEIGHT OMIT.--- (CANI-IOT EFFECTIVELY "DOWNSIZE "). WIN - ANCHORS TO TEST FRAME_:_ ANCHORAGE TO HEAD LOAD PER ANCHOR TOTAL LOAD DOW AREA NO.ANCH( JAMB & SILLS): Er— 17.91.8S-- - 2649.4LBS - -- 50.95 sf - - - -34 0 0 0 0 0 0 0 0 0 ®l MDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE roue Window Company 62845 I3oyd Acres Road Bend Olt 97701 Acceptance No.:95- 0531.06 Expires:10 /26/98 Approved: 10 /26/95 • ( Intl - iv -1'lur 1' >tl:i 7,05 *.wc METROPOLITAN ()AVE COUNTY, FLORIDA ME T(;O•DADE Ft AGLF13 111 III DING Will TIN(. GOOF COMPLIANCE OrrtCE W I I F. 160.1 METRO BADE FLAGLEI1 BUILDING t40 WEST FLACLER STneur MIAMI, FIOAIU\ 33130.1503 006) 115.2901 FAX (305) 3152900 PnoOucr GUN 11101. SFCTKN/ (>O) 315-/V (.r2 F& (305) 3/2.6339 Your application for Product Approval of: "12080" Aluminum Clad Wood Outswing French Door Atulled side -by -side to Sidelites. under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Nhterials and Types of Construction, and completely described in the plats, specifications and calculations as submitted by: Applicant, for listing see Section 8 of this Notice of Acceptance. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. 1 he applicant shall re- evaluate this product or material should any arlumendntents to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. wr Raul Rod rgucz Product Conttol Supervisor THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. 1banger, j . Director 1uilding Code Compliance Dept. Metropolitan Dadc County '1 I ' Foul Window Co, ACCEPTANCE No.: 95- 0,531.Q6 N0V -02 -1995 19:10 503 385 3268 - 2 - APPROVED OCT 2 6 1995 EXPIRES : OCT 2 6 19 9 8 NOTICE OF ACCEPTANCE: SPECIFIC' CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an altuninunt clad wood outswinging french door with side lites designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 1•IQdel Designation: "12080" Aluminum Clad Wood Outswing French Door Mulled side -by -side to Sidelites. 1.3 Overall Size: II'. 11- 5/16" wide by 7'- 11 -5/16" high x 4.313" wide. 1.4 Configuration, OXXO 1.5 No. & Size nt : Active panel size: 2 at 2' - 9 -3/8" wide by 7' - 8-9/16" high Side lite panel size: 2 at 2' - 9-3/8" wide by 7' - 8. 9/16" high 2. MATERIAL CHARACTERISTICS 2.1 Frame & 5x51 Mater[al; Wood with exterior aluminum cladding. 2.2 Glazing 2.2.1 Glazing_Mate_ri; 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using a silicone back bedding and wood glazing beads stapled to the panel members with 1" staples at approximately 9" 0.c. The glazing bite is 3/8 ". 2.2.3 Wight Qugning..Size; 24 25/32" wide by 80 7/16" high. 2.3 Door Leaf Construction: 2.3.1 Door thickness: The door leaf is 1 -3/4" thick. 2.3.2 Face sheets: Aluminum cladding exterior side. 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4.539" face x 1.688" thick. Top rails: 5.375" face x 1.688" thick. Bottom rails: 6.656" face x 1.688" thick. Panel corners are butted, sealed and fastened using two 3/8" x 5" lag bolts located 2 -1 /4" o.c., counter bored and filled with wood plugs. 2.3.5 Mullion: A wood mullion is attached to the inactive panel with 5 #I0 x 2 -1/2" wood screws and an aluminum trim is attached to the mullion with 6 #6 x 1 -1/8" metal screws. 2.3.6 Reinforcement: N /A. 2.3.7 Glazing moldings and stops: 1" high x 5/8" wide wood molding all around fastened to the panel using 1" staples approximately 9" o.c. 2.3.8 Finish: Unfinished wood, to be sealed and finished at time of installation, interior side. Aluminum cladding exterior side, ManukLPerez, P.E. Planstamtner 11 Product Control Division 95 .03 Porni window Co. 2.4 Frame CQa&truction; 2.4.1 Type: The frame jambs and head are of 4.313" wide by 1.445" thick, rabbeted wood sections, ker fed for weatherstrip. 2.4.2 Material: Wood with exterior aluminum cladding. 2.4.3 Construction: Coped, butted and silicone sealed corners. lamb /sill corners are fastened with four #6 x 2" drywall screws. Jamb/head corners are attached with five #6 x 2" drywall screw and a metal corner key per comer. 2.4.4 Reinforcements: N /A. 2.4.5 Threshold: Two piece, oak and aluminum consisting of a 4.162" wide by 1.396" high aluminum sill with a 2.750" wide x 1.667" high oak interior portion. 2.4.6 Finish: Unfinished wood, to'be sealed and finished at time of installation, interior side. Aluminum cladding exterior side. 2.5 Weathejritts; Quantity. DescHolism Loc_a n 1 Row 0.300" high Vinyl bulb The head and jamb of all frame members. weatherstripping. 0.500" Vinyl wrapped foam weatherstripping. Vinyl door sweep with three at frame head and jamb. l Row l NOTICE OF ACCEPTANCE: SPECIFIC CONDITION 2 Adhesive back foam dust pad 2.6 ((ard_ware; Quantity Descriphun 1 3 point metal locking system with a single actuator 1 Single actuator two point shoot bolt. 1 Surface mount metal bolt attached with four #6 by 1 1/4" PFIISMS. - 2a - t 0.1 -02 -1995 19:11 503 385 3268 ACCEPTANCE No.: APPROVED EXPIRES Perimeter of all frame members. Each panel bottom rail. The sweep was caulked and stapled to the bottom rail. Each end of the sill /jamb corners. Manudl P.C. Plans aminer II Product Control Division 95 95- 0531.06 OCT 2 6 1995 OCT 2 6 1996 L caliQn The active panel lock stile with the keepers attached to the inactive mullion. The inactive panel lock stile. The head strike plate was attached with two #8 by 2 1/4" PFEiSMS. A 1/2" diameter metal receptor was employed at the sill. The exterior of the active panel lock stile. "The strike plate was attached to the head with two #6 by 1 -1/2" PRISMS, 8 4" Butt hinges. 4 per panel hinge stile located 9" frorn each end and 24" on center. 2.7 Sealant: The frame intersections, panel corners, threshold and all weatherstrip intersections must be caulked with sealant during assembly. P . 04 Pozzij%'indow Co, ACCEPTANCE No.: 9.5- 0531.06 Note: Please see note # 11 page. -2b HOV- 02•-1995 19:11 503 385 3268 APPROVED : it 2 6 1995 EXPIRES : OCT 2 6 1998 IYQUCF,OF ACCEPTANCE: jPI:CIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to pair of doors with side lites, with all components described in this approval, for single applications only, as shown in Section 10. The following configurations shall also qualify under this approval: 0, X, XX, OX, XO, X00, 00X, OXO. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION 4.1 Method of Attachment - See Sutton 9LComparatiyti nalysih 4.1.1. (lead: Method 1: 1 -5/8" Roofing nails (1 -3/4" long) spaced @ 10" o.c. Method 2: #8 x 3" PFH wood screws located 6" from each end and 16" o.c. Method 3: .035" thick x 1 -1/2" wide galvanized steel straps, anchors located 6" from each end and 16" o.c. 4.1.2. Jambs: Method 1: 1 -5/8" Roofing nails (1 -3/4" long) spaced a 10' o.c. Method 2: #8 x 3" PFH wood screws located 6" from each end and 16" o.c. Method 3: .035" thick x 1 -1/2" wide galvanized steel straps, anchors located 6" from each end and 16" o.c. 4.1.3. Sill: Method 1, No. 2 and No. 3; set in a bed of sealant. 4.1.4 Sidelight Panel: #6 x 2" drywall screws, 6 per side installed through frame into edge of panel 4.1.5 Intermediate Mullion: 1/2" x l" corrugated fasteners are used on the interior to join the frame mullions together spaced approx. 4" apart. No fasteners are required at the top and bottom. 4.2 Attachments of sub - bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least t 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per INN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Man el- Perez, P.E. Plans {t` miner 11 Product Control Division 95 P.05 Pozzi_wlndow Co, ACCEP'T'ANCE NQ.: 45- 0531.0 APPROVED OCT 1 6 1995 EXPIRES : FT 2 6 1998 NOTICE OF AC_CEPTANCE; SPECIE C CONDITIONS 5. 1D1:NTIHICATION 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.13 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 The Building Official shall ensure that the door and frame are properly sealed against moisture penetration. 6.5 The installation of this unit will require a hurricane protective system. -2c- NOV-02-1995 19:11 503 385 3268 t.(i:2 Manuel P e P.E. Plans Ex •f ner 11 Product Control Division 94% P.06 TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.56 PSF SFBC PA 202 -94 0.10 CFM/ /FT' AT1•15474•C -- - - - - -- AIR INFILTRATION @ 6.24 PSF SFBC PA 202.94 0.21 CFM //FT' ATI. 15474 -C UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 POSITIVE +35.0 PSF ATI.15474 -C +35.0 PSF ATI. 15474 -C UNIFORM S rA EIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE -35.0 PSF ATI - 15474 -C -35.0 PSF ATI. 15474 -C WATER RESISTANCE (PSF) SFBC PA 202 -94 +7.50 PSF ATI - 15474 -C +50.0 PSF ATI - 15474 -C UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202.94 POSITIVE +52.5 PSF ATI- 15474 -C +35.0 PSF ATI - 15474 -C UNIFORM STATIC AIR PRESSURE @ FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -52.5 PSF R ATI. 15474 -C -35 0 PSF ATI - 15474 -C FORCED -ENTRY RESISTANCE (FER) ASTM F842 -83 and SFBC PA 202 -94 SATISFACTORY ATI - 15414 -C ------- - - - - -- Design Pressure Rating (Positive) +35.0 PSF Design Pressure Rating (Negative) -35.0 PSF I'ozii Windg y C9rp. 7. 'TESTS PERFORMED NJOV -02 -1995 19 : 12 L RESULTS -2d- ACCEPTANCE No.: 95- 0531.06 APPROVED P 1 I OCT 2 6 1995 EXPIRES : OCT 2 6 1.998___ 8. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per AS FM F 842-83 and PA 202 -94. along with installation diagram of stile and rail wood french entry door system prepared by Architectural Testing, Inc., test report No. ATI - 15474 -C, dated April 21, 1995, signed and sealed by Allen N. Reeves, P.E. 8.2 .nrawirtgi 8,2.1 Manufacturer's parts and section drawings. 8.3 Ca lcstlatitua: 8.3.1 Comparative analysis pages D -1 through D -7 prepared by David Schultz, PI'. dated May 22, 1995, signed and sealed by David Schultz, P.E. _ / if U. a , Manual-Perez, P.C. Plans! , miner 11 Product Control Division 503 385 3268 9 �2% PAY? f P Windonv Co, 9. COMPARATIVE ANALYSIS: ACCEPTANCE No.: q5- 053!_06 APPROVED : 2 6 1995 EXPIRES : CU 2 6 15 5 E NOTICE OF ACCEPTANCE: S ?ECIRIC CONDI,ZTIOI�S Manu P-crez, P.E_ Plans ,.:.finer II Product Controi Division Designation Frrne Width (Inches) Framc Hcight ( Inches) Description Anchors No. Method No: (see section 4.1) 1 2 3 Positive Design Prrssurc McthoCs: 1 2 1 Negative Design Pressure Methods 2068 23 3/4 80 114 ■ Sing3c- Operab1e 19 14 14 136 146 I46 136 146 136 266E 29 3/4 X 19 15 15 109 125 I 125 109 123 125 2868 313/4 X 19 15 15 102 117 117 302 117 i 117 3068 35 314 X 20 15 15 95 104 104 95 104 104 326E 373!4 X 20 15 15 91 99 99 91 99 99 11068 23 314 82 318 Sing1e- Operable 19 14 14 133 143 143 133 143 143 2468 29 3/4 X 19 15 15 106 122 122 106 122 122 2670 31 3/4 X 19 15 15 99 114 114 99 114 114 ■ 21070 35 3/4 X 20 15 15 93 101 101 93 ICI 101 3070 373/4 X 20 15 15 88 96 96 8I1 96 96 11070 23 3/4 86 318 Singlc- Operab3 e 21 14 14 140 136 136 140 136 136 2470 29 314 X 21 15 15 112 116 116 112 116 116 2670 31 314 X 21 15 15 105 109 109 105 109 109 21070 35 314 X 22 15 15 97 97 97 97 97 97 3070 37 3/4 X 22 15 15 92 92 92 92 92 92 2068 23 3/4 95 114 Single- Operabk 23 16 16 139 141 ; 41 139 141 141 2668 29 314 X 23 17 17 111 119 119 131 119 119 2868 313/4 X 23 17 17 104 112 112 104 112 112 3068 35 3/4 X 24 17 17 96 99 99 96 99 99 3268 37 3/4 X 24 17 t 17 92 94 94 92 94 94 f P Windonv Co, 9. COMPARATIVE ANALYSIS: ACCEPTANCE No.: q5- 053!_06 APPROVED : 2 6 1995 EXPIRES : CU 2 6 15 5 E NOTICE OF ACCEPTANCE: S ?ECIRIC CONDI,ZTIOI�S Manu P-crez, P.E_ Plans ,.:.finer II Product Controi Division • Stock. No. Frame Width (Inches) Frame Height (Inches) Description Anchors No. Method No (see section 4.1) 1 2 3 Positive Design Pressure Methods: 1 2 3 Negative Design Methods 1 2 Pressure 3 4068 46 5/8 Pair. Operable 21 16 16 77 85 85 77 85 85 5068 S8 5/8 XX 22 16 16 64 68 68 64 68 68 80 1/4 XX 22 17 17 60 67 67 60 67 67 5468 62 5/8 XX 23 17 17 55 60 60 55 60 60 6068 70 5/8 XX 23 17 17 53 57 57 53 57 57 6368 74 5/8 3868 46 5/8 82 3/8 Pair - Operable 21 16 16 75 83 83 75 83 83 XX 22 16 16 62 66 66 62 66 66 4868 58 518 XX 22 17 17 58 66 66 58 66 66 5068 62 5/8 5868 70 5/8 XX 23 17 17 54 58 58 54 58 53 6068 74 5/8 XX 23 17 17 51 55 55 51 55 55 3870 46 5/8 86 3/8 Pair- Operab1e 23 16 16 78 79 79 78 79 79 4870 58 5/8 XX 24 16 16 65 63 63 65 63 63 XX 24 17 17 61 63 63 61 63 63 5070 62 5/8 XX 24 17 17 54 56 56 54 56 56 5870 70 5/8 XX 24 17 17 51 53 53 51 53 53 6070 74 5/8 4080 46 5/8 Pair•Operable 25 18 I8 77 31 81 77 81 81 XX 26 18 18 64 64 64 64 64 64 5080 58 5/8 XX 26 19 19 60 63 63 60 63 63 5480 62 5/8 95 1/4 XX 26 19 19 53 56 56 53 56 56 6080 70 5/8 6780 74 5/8 XX 26 19 19 50 53 53 50 53 53 2 r pozzi Window Co, n COMP ARA TIVE • ANALYSIS uD NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2f- ACCEPTANCE No,: 1 95 -05 APPROVED : OCT 2 4 995 EXPIRES OCT 2 6 1998 Manu '-rez, P.E. Plans Ex iner II Product Control Division 1 Designulon Frame Width (mots) Frame Height (Inches) Description Anchors No. Method No: (see section 4 1) 1 2 3 Positive Dcugn Pressure Meittods: 1 2 3 Negatwe Design Press.,rc tilcrhods l 2 3 2068 -4068 -2068 341/8 801/4 Oxxo 2 19 19 47 50 50 47 50 50 2668 -4068 -2668 10611* OXXO 26 19 19 42 44 44 42 44 44 2068.5068.2068 107 (1* OXXO 21 19 19 43 14 44 43 44 44 2868 -5468 -2068 110 1/8 OXXO 27 20 20 42 45 45 42 45 45 3068 -4068.3068 111 1/1 OXXO 27 20 20 41 45 45 41 45 45 2068- 6068.2068 1181/* 801/4 OXXO 28 20 20 40 42 42 40 42 42 2068 - 6068.2063 119 1/3 OXXO 28 20 20 40 42 42 40 42 42 2668 -5068 -2668 119 11 OXXO 28 20 20 40 42 42 40 42 42 3268 -4068 -3268 12171 OXXO 21 20 20 39 41 41 39 41 4t 2068- 6368 -2068 122 7/3 OXXO 21 20 20 39 40 40 39 40 40 2668.5468 -2668 1231/8 80,1/4 OXXO 28 20 20 39 40 40 39 40 40 2868 -5068 -2868 1231/8 OXXO 23 20 20 39 40 40 39 40 40 2868 - 5468.2868 1271/8 OXXO 29 21 21 39 39 39 39 39 39 2668 -5068 -2668 1311/8 OXXO 29 21 21 38 40 40 38 40 40 3068- 5068 -3468 131 1/8 OXXO 29 21 21 38 40 40 38 40 40 2668.5368 -2668 134 7/8 OXXO 29 21 21 37 39 39 3? 39 39 3268.5068.3263 114 7/8 80 1/4 OXXO 29 21 21 37 39 39 37 39 39 2868 -6068 -2868 13511 OXXO 29 21 21 37 39 39 37 39 39 3068.5468 -3068 135 1/1 OXXO 29 21 21 37 39 39 37 39 39 2868 - 6368.2863 1287/8 OXXO 29 21 21 36 38 38 36 38 38 3268 -5468 -3268 138 7/8 OXXO 29 21 21 36 36 36 36 36 36 2 1 rkj Pozzi Window Co, 9. COMPARATIVE ANALYSIS: 2g ACCEPTANCE No.: 95- 0531.06 APPROVED : OCT 2 5 1995 EXPIRES : QT 2 5 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manuel `Pct z, P E. Plans Ex ner 11 Product Control Division Desiga3660 Frame 1Vidtb (Indus) Franc Iteiehl (1nehcs) Dc1cdp6on • Anchors No. Mcthrod No. (see section 4.1) 1 2 3 Po Iti■: Design Prcuue Methods 1 2 3 Negative Methods 1 Dcs.gn Pressute 2 3 11068- 3668 -11068 44 1/8 OXXO 26 19 19 46 49 49 46 4 1 49 49 82 3/1 OXXO 27 19 19 42 43 43 42 43 43 2468.3668 -2468 106 118 OX >0 27 20 ' 20 42 45 45 42 45 4 5 11068-4868-11068 107 18 2668 -3668 -2668 Ho 14 OXXO 27 20 20 41 44 44 41 44 44 OXXO 28 20 20 42 44 44 42 4 4 44 11068. 506 -11068 111 116 21068.3668 -21068 lit 118 12 3/3 oxxo 28 20 20 39 41 41 39 41 41 OXXO 28 20 20 39 41 41 39 41 4 1 11068. 5868 -11068 119 1/1 OXXO 28 20 20 39 41 41 39 41 41 2468.1868 -2468 1191/8 3068. 3668 -3068 )217/1 oxxo 29 20 20 40 40 40 40 40 40 11068-5068.11063 122 7/1 OXXO 29 20 20 39 39 39 39 39 39 2468.5068 -2468 1231/8 - 82 3/* OXXO 29 20 20 39 39 39 39 39 39 OXXO 29 20 20 39 39 39 39 39 39 2668.4868 -2668 1231/6 2668- 5068 -2668 127 116 OXXO 29 21 21 33 40 40 31 40 40 OXXO 30 21 21 38 39 39 38 39 39 ' 2468.5368 -2468 131 1./6 21068.4868 -21068 1311/* OXXO 30 21 21 38 39 39 38 39 39 2468 -6068 -2468 134 718 OXXO 30 21 21 37 36 38 37 38 31 3068 -4868 -3068 1347/1 OXXO 30 21 21 37 38 38 37 38 31 OXXO 30 21 21 37 38 38 37 31 38 2668 - 5868.2668 1351/1 2 1068.5068 -21068 135 118 82 3/8 OXXO 30 21 21 37 31 3B 37 38 38 OXXO 30 21 21 36 37 37 36 37 37 2668- 6068 -2668 138 7/8 3068 -5063 -3068 131 7/1 OXXO 30 21 21 36 37 37 )o 3? 37 21068.5368.21068 143 t/* OXXO 31 27 22 35 37 37 35 )7 37 f poi7i Window Co, N_OTI .CE OF ACCEPTANCE: SPECIFIC CONDITIONS ACCEPTANCE No.: 95- 0531.06 APPROVED : IV 2 6 1995 EXPIRES : ? 5 i 9GA -2h- Man -1 'erez, P.E. Plans Product Control Division E. iner 11 �Qgni Wind4ty Co, 9. COMPARATIVE ANALYSIS: Fs om< Width Fc Irne I ;e i ilsl (Inches) (inches) NOTICE OF ACCEPTANCE: ACCEPTANCE No.: 95- 0531.06 APPROVED : OCT ? 6 1995 EXPIRES : 6CT 2 6 189E 2i SPECIFIC CONDITIONS AO .1404.4 �1 Man1�r Pe:ez, P.E. Plans E Product Control Division iner 11 2470 -3670 -2 11070. 4370.11 670 -3670 -26 11010- 5070 -110 21070 - 3670 -21 t1070- 5870 -t1 2470-4370-2 3070.3670 -30 110706070 -1 1070 2470.5070 -2 2570. 4870 -267 2610-5070-267 2410- 5870 -2470 21070 - 4370.2 2470 - 6070-2 3070- 4870 -3070 2570 - 5870.267 21070 -5070 -210 3070 -5070 -3 106 1!8 107 (18 110 lit l 1 1 1!t 118 1!t 119 11t 119 Ut 121 718 122 718 123 1/1 123 11t 127 111 131 1!8 131 118 134 7/8 134 7/8 131 7r8 138 73 OXXO 29 O OXXO OXXO Oxxo O 30 OXXO OXXO OXXO O XX O 0X0(0 OXXO oxxo OXXO o O OX X0 oxxo O X X O o 29 29 30 30 30 31 31 31 31 31 32 32 21 32 32 32 32 20 20 20 20 20 20 20 2t 2t 19 20 20 20 20 20 20 20 20 20 20 21 21 21 21 43 43 42 43 40 40 40 40 40 40 40 39 39 39 38 41 43 42 39 39 39 38 37 )7 36 37 37 36 41 43 42 39 39 39 3t 37 37 3t 37 36 ® ®11110111111111 21 21 21 37 37 36 ®1111111 36 16 35 35 MOM 36 36 35 35 43 43 42 43 40 40 40 40 40 40 39 39 38 38 37 37 36 36 41 43 42 39 39 39 38 37 35 41 43 42 39 39 39 38 37 36 35 MEIN Stock No. 11070- 3570 - 11070 2670- 6070 -26 21070 - 5370 -2 94 118 1 lB 86 318 66 318 16 338 66 341 Dcscrpcion oxxo O Anchors No Mahod No (see section 4 1) 1 2 3 28 19 21 21 ll 22 19 2 47 POSiUve Dcslgn Prcisure Methods: 2 3 1 36 47 47 35 Negative Design Pressure Methods 1 2 3 47 16 47 47 35 35 Stock No. Frame Width (Inches) Frame Height (Inches) Description Anchors No. Method No. (see section 4. 1) l 2 3 Positive Design Pressure Methods 1 2 3 Negative Design Pressure Methods 1 2 3 2080-3680 -2080 941/8 OXXO 30 21 21 46 47 47 46 47 47 2680-3680-2680 1061/8 OXXO 31 21 21 42 41 41 42 41 41 2080. 4880 -2080 107118 951/4 OXXO 31 22 22 41 43 43 41 43 43 2880- 3680 -2880 110118 OXXO 31 22 22 40 42 42 40 42 12 2080 -5080 -2080 11 1 e lrt OXXO 31 22 22 40 41 41 40 41 41 3080. 3680 -3080 alt lit 951/4 OXXO 32 22 22 39 39 39 39 39 39 2080 - 5880 -2080 11911* OXXO 32 22 22 39 39 39 39 39 39 2680.4880 -2680 119118 OXXO 32 22 22 39 39 39 39 39 39 3280.3680 -3280 121713 OXXO 33 12 22 39 38 38 39 3* 38 2080 -6080 -2080 122 718 OXXO 33 22 20 39 37 37 39 37 37 2680-5080-2680 1231/8 95 1/4 OXXO 33 22 22 38 37 37 38 37 37 2880 -4880 -2880 1231/8 OXXO 33 22 22 38 37 37 38 37 37 2880.5080 -2880 1271/8 OXXO 33 23 23 37 38 38 37 3* 38 2680 - 5880 -2680 1311/8 OXXO 34 23 23 37 37 37 37 37 37 3080.4880 -3080 1311/8 OXXO 34 23 23 37 37 37 37 37 37 2680 -6080 -2680 134 118 OXXO 34 23 23 36 36 36 36 36 36 3280 -4680 -3280 134 7/3 95 1!4 OXXO 34 23 23 36 36 36 36 36 3o 2880 - 5880 -2830 135 11* OXXO 34 23 23 36 36 36 36 36 3 6 3080 - 5080.3080 135 118 OXXO 34 23 23 36 36 36 36 36 36 2830-6080-2880 138 7/8 OXXO 34 23 23 35 35 35 35 35 35 3280- 5080 -3280 138 7/8 OX XO 34 23 23 35 35 35 35 33 35 3080 - 5880 - 3080 143 118 OX X0 35 24 24 35 35 35 35 35 35 lu tD t� m L4 CO W Gl M13 co Pozzi Window Co, 9. COMPARATIVE ANALYSIS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2j - ACCEPTANCE No.: 95 -053 1.06 APPROVED : OCT 2 8 1995 EXPIRES : fCT 2 fi 1998 i� Mar.u• 'erez, P.E. Plans E inrr II Product Control D:'ision 1 PQUi Wi.nstow Co. 110Q-02-1995 19: 16 ACCEPTANCE NO.: 95- 4531.Q6 APPROVED : OCT 7 6 1995 : OCT 261998 EXPIRES IF • 1, - 1 1 • DTI • 1, Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older that eight (8) years 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically shed in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for temtination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failute to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I,1, 2(a) through 2(k) and this last page 3. Items juutt 11stcrlbtlow only_mpply_taglaud products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installat For multiple installation of this unit, a separate Acceptance for mullions is requited from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the sante size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE 3 • Product Control Division LlLLP 4141 Manuel Petez, P,E,f'lans L liner 11 ** TOTAL PAGE.OI5 k* 503 385 3268 92% P.15 P0721 Window Co. 10. TYPICAL ELEVATION ACCEPTANCE No.: 95- 0531.06 APPROVED : OCT 2 R 1495 EXPIRES : XI 2 fi 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • -2k- Marti ? P.E. Plar.s C c rr,ir,er 11 Prcduct Centro! Division METRODADE METROPOLITAN DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (305) 375.2903 Pozzi Window Company 62845 Boyd Acres Road Bend OR 97701 Your application for Product Approval of: flalf Circle Over Casentent Window (IG) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitte Applicant, (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the Specific Conditions set forth on pages 2 et. seq, and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Buildii Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1116.01 Expires:09 /30/93 ` Raul Rod - iguez / Product Control Division Supervisor TIHIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ll anger, �11j,` Director Building Code Compliance f Approved: 01/17/95 -1- Metropolitan Dade County Pozzi Wood Windows and Doors ACCEPTANCE No.: 94 -1 1 16.01 APPROVED : JAN 1 7 19g5 EXPIRES : September 30, 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 ivlodel Designation "Half Over Casement Windows (IG)" Aluminum Clad iviullcd Wood Windows 1.2 Overall Size 7' 0 1/4" wide by 8'0 1/2" high 1.3 Configuration O /XOX 1.4 No, & Size of Panels 2. MATERIAL CHARACTERISTICS 2.1 Glazing 2.1.1 Glazing Material; Half circle window: is glazed from the interior using insulating glass against a silicone back bedding. The overall insulating glass thickness is 1 " consisting of two sheets of 3/16" thick annealed glass and a metal spacer system. Casement windows (operable and fixed): arc boot glazed using insulating glass and a flexible vinyl glazed. The overall insulating glass thickness is 7/8" consisting of two shccts of 1 /8" thick annealed glass. and a metal spacer. 2.1.2 Glazing Method: An adhesive back foam gasket and interior wood stops arc used at the glass perimeter. 2.1.3 Daylight Opening] 2.2 Weatherstripping: Description Ouantity Soft Vinyl Bulb Weatherstrip 1 Row Soft Vinyl Bulb Weatherstrip 1 Row Half Circle size: 7' 0 1/4" diameter Flanker Casement Frame Sizc: 2'0'' wide by 4' 6" high Picture Window Frame Sizc: 3' 0" wide by 4' 6" high Casement Ventilator Sizc: 1' 10 1/4" wide by 4' 4 1/4" high Half Circle : 80" wide by 38" high Cascmcnt Window: 19" wide x 49" high Fixed Window : 30 1/2" wide x 48 1/2" high -2- Location Pcrimctcr of the fixed and operable casement Ventilator Perimeter of the casement windows main frame members Raul Rodriguez ' Product Control Division Supervisor Pozzi Wood Windows and Doors ACCEPTANCE No.: 94 -1 1 16.01 NOTICE OF ACCEPTANCE; 23 Hardware; Description- Quantity Metal Snubber 2 Casement Brass Lock 4 Casement Roto Operator 2 Four Bar Hinge System 2 Two Bar Hinge System 2 2.5 Frame Construction: -2a- APPROVED EXPIRES : September 30, 1998 SPECIFIC CONDITIONS JAN 1 7 1995 Location . Midspan of the hinge jambs and attached with two screws Locking window jambs 12" from the head and sill of each operable window Each operable cascmcnt window sill Each operable cascmcnt window sill Each operable cascmcnt window head Half Circle Windows: The half circle window corners arc attached using a single 1 1/2" long 16 gauge staple, one 1/2" x 1 corrugated joint fastener, and two 118 by 2 1/2" long wood screws. Each cladding corner is attached using a single 118 by 1 3/4" PFHSNMS. An aluminum drip cap /nailing is snapped fitted to thc perimeter of the half circle. 'The ends and center of the drip cap /nailing flange is fastened to the window frame with one 118 by 3/4" PFHSMS. Casement Windows: The window main frame corner members arc coped iuid secured with four (4) 2" long 16 gauge staples per corner. A wood frame extender 1 3/8" by 1 1/16" is attached to the sill and outside jambs of the mulled window system 2" long 15 gauge finishing nails located 2 per end and 10" O.C. 'The sill/jamb confers of thc extender arc fastened with a single 116 by 2" long screw. The wood screen top /track is attached to each window main frame member with 1 1/2'' long 15 gauge finishing nails located approximately 10'' O.C. The exterior aluminum cladding comers are mitered, fastened with a single screw per corner, and employed a metal corner key. Raul Rodriguez Supervisor Product Control Division Pozzi Wood Windows and Doors ACCEPTANCE No.: 94-1116.01 APPROVED : DK 1 7 1995 EXPIRES : September 30, •1998 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 2.6 Ventilator Construction: All ventilators corners arc of mortise and tenon and employed a single II8 by 1 3/4" screw per comer. An aluminum cladding cover the exterior wood. The fixed ventilator is attached to the jambs with three /18 by 2,1/2" wood screws, iuid to the head and sill with a single # #8 by 2 1/4" wood screw, 2.7 Screen Construction: Screen frame members arc aluminum. The corners arc butted and secured using plastic confers keys. The fiberglass mesh cloth is held -in -place with a hollow vinyl spline. The top rail employed two plastich pull tabs, and the bottom rail two retainer springs. 2.8 Mullions: The fixed cascmcnt window is flanked by operable cascmcnt windows, and are mulled side -by -side using 14 -1/2" x 1" corrugated joint fasteners at the jambs. The exterior mulled sections arc covered with a snap fitted aluminum cap. The interior mulled sections are covered with a 2 7/16" wide wood mull bar. The bar is attached with 2 1/4" long 15 gauge tlnishing nails located approximately 12" O.C. (two per location.). An aluminum drip cap is snapped fitted between the head of the head of the cascmcnt windows and the sill of the half circle top. A 2 3/8" x 3" galvanized steel mending plate fastened the outside jambs to the half circle window two (2) total, and also fastened the sills of the casement windows two (2) total. 2.9 Sealant: 1. Silicone sealant is applied at: a. All main frame iuid vent corners b. Between the half circle window sill and the head of mulled cascmcnt windows head. 3. LIMITATIONS 3.1 This approval applies to single unit applications only. as shown on page 2c. 3.2 Units with dimensions smaller than those shown on page 2c shall qualify under this approval. Deviations for higher design pressures by downsizing the unit arc accepted thru comparative analysis approved by this department. -2b- Raul Rodriguez Supervisor Product Control Division Pozzi Wood Windows and Doors ACCEPTANCE No.: 94- 1 1 16.01 APPROVED : JAN 1 7 1995 EXPIRES : September 30; 1998 NOTICE OF.ACCEP"I'ANCE; SPECIFIC CONDI"l'IONS #. INSTALLATION: 4.1 Screws and Method of Attachment The window are installed within a 2" x 8" wood buck and employs a PVC nailing tin at the jambs and sill and an aluminum fin at the perimeter of the half circle top. The windows are installed with the tin to the buck using 1 -5/8'' rooting nails spaced 10" on,ccntcr. A 1" x 2" wood trim covered the nailing fin. Each window sill is attached to the buck with 118 x 2 1/4" Philip Flat head wood screws. The screws are located three (3 ") from each mullion. Note; Please sec note ## l 1, Page 3 4.2 Sub -bucks shall bc of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" long fasteners or equivalent. 4.3 Fasteners must have thcir own Notice of Acceptance and must bc made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city. state and following statement: "Dade County Product Control Approved ". 5.2 The tests were performed according to PA 202 - 9.4 and AAvIA 1302.5 6. USE 6.1 Application for building permit shall be accompanied by two copies of the tollowinng: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including hci�ght above grade of opening to receive window, mean roof height. length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall bc provided to the permit applicant by the manufacturer or his distributors and shall bc available for inspections at the jobsitc at all time. -2c= Raul Rodriguez Supervisor Product Control Division �1 Pozzi Wood Windows and Doors ACCEPTANCE No.: 94-1116.01 NOTICE OF ACCEPTANCE; SPECIFIC CONI)1'l'IONS 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED APPROVED JAN 1 7 1995 EXPIRES : September 30, 1998 EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test. per ASTM E 283 -91 per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per ASTNI E 330 -90 per 202 -94 3) Water Resistance Test, per ASTN1 E 547 -86, ASTM E 331 -86 per PA 202 -94 4) Forced Entry Resistance. per AANMA 1302.5 -76 along with installation diagram of half circle over casement windows prepared by Architectural Testing Inc. report No. ATI - 14389 - dated September 18. 1994 signed and scaled by Ernest E. Mitchell. P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Raul Rodriguez Supervisor Product Control Division PEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +75.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -78.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 8.36 PSF AIR INFILTRATION @.1.57 PSF ASTM E283 ( <0.15 CFM /F1'') 0.03 CFM /FT' AIR INFILTRATION @ 6.24 PSF ASTM E283 (<0.37 CFM /FT') 0.07 CFM /VF FORCED - EN'T'RY RESISTANCE (FER) AAMA 1302.5 -76 ATI -1 4389 -C Design Pressure Rating (Positive) +50.00 PSF Design Pressure Rating (Negative) -52.00 PSF Pozzi Wood Windows and Doors ACCEPTANCE No.: 94-1116.01 NOTICE OF ACCEPTANCE; SPECIFIC CONI)1'l'IONS 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. 7. TESTS PERFORMED APPROVED JAN 1 7 1995 EXPIRES : September 30, 1998 EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test. per ASTM E 283 -91 per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per ASTNI E 330 -90 per 202 -94 3) Water Resistance Test, per ASTN1 E 547 -86, ASTM E 331 -86 per PA 202 -94 4) Forced Entry Resistance. per AANMA 1302.5 -76 along with installation diagram of half circle over casement windows prepared by Architectural Testing Inc. report No. ATI - 14389 - dated September 18. 1994 signed and scaled by Ernest E. Mitchell. P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Raul Rodriguez Supervisor Product Control Division Pozzi Wood Windows and Doors ACCEPTANCE No.: 94 - 1 16.01 NOTICE OF ACCEPTANCE: 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION v -2c- APPROVED EXPIRES : September 30; 1998 SPECIFIC CONDITIONS JAN 1 _l 1995-- Raul Rodriguez Supervisor Product Control Division NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 3. This Acceptance will qualify smaller units of the same design and as the unit tested. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and -the following statement: "Dade County Product Control Approved." 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 3. Aluminum windows and sliding doors have been tested in accordance with ANSUAAMA 101 -93 or for wood window unit by ANSI/NW WDA I.S. 2 -93 and sliding doors ANSI/NWIVDA I.S. 3-33 and swing doors ANSUNWWDA I.S. 3 -33. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maximum of 6" from each comer and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Revised l2/14i91 Unless otherwise noted in the test report, minimum size of screws shall be No. 3 for first and second floor installation and No. 10 for all other floors above the first and second floors. 1) •wUurx. -3- Raul Rodriguez Product Control Supervisor DESIGN 0. S. DAVID SCHULTL P. E. Co+llulting Enginaar FLA. P.E. 110. :4147_ COMP. AN I; COMPARATIVE ANALYSIS ron :POUT WINDOW & DUH ANAL. iv W000 CASEMENT WINDOWS(CLAD) (INT'L, WINDOWS & DOORS) FEi UIIG CRITE JA MIAMI FLORIDA W 0 0 0 C A S E M E N T WIN D 0 W S - - -- (ALUMINUM CLAD: COMPARATIVE ANALYSIS DUOWNSIZING, ONLY - -- (UNITS WITH DIMENSIONS LESS THAN TEST UNIT)]: BASED UPON ONE ANCHORGE UNIT TESTED IN 2X10 TEST FRAME DEFLECTION (L/180 MAX.): MEETS SFBC REQUIREMENTS - - -NO EXCESS. FLEXURE & RECOVERY: MEETS SFBC REQUIREMENTS - - -NO OVERSTRESS. ANCHORAGE CONTROLS FOR DOWNSIZING PURPOSES (COMPARATIVE ANALYSIS). STRUCTURAL DESIGN PRESSURE (POSITIVE)---UP = +50 PSF STRUCTURAL DESIGN PRESSURE (NEGATIVE) - - -DP = -52 PSF (THE ABOVE DESIGN PRESSURES UTILIZED FOR COMPARATIVE ANALYSIS WORK). TEST PANEL - -- NOMINAL SIZE-- -7' -O" WIDE X 8' -0" NIGH ACTUAL SIZE = 7 0 -1/4" X 8 0 -1/2" HIGH. TEST PANEL AREA 50.95 SF TEST PANEL ANCHORS- - -NO.: 34 ANCHORS. (SEE SHEET NO. U -8 FOR ANCHORAGE CRITERIA UTILIZED IN COMPARATIVE ANALYSIS). METHOD USED FOR COMPARATIVE ANALYSIS: w = —A-- _ (ALLOWABLE LOAD IN PSF) P ALLOWABLE LOAU PER ANCHOR IN POUNDS (FROM TEST UNIT) N a NUMBER OF ANCHORS AS BUILT BY MFR. A = AREA OF EACH WINDOW;.. UNIT ANALYSED w = MAX. PERMISSABLE DESIGN LOAD IN PSF (POUNDS PER SQUARE FOOT). ALLOWABLE LUAU PER ANCHOR FROM TEST UNIT: +P - (50.95)(50)/34 ^ 74.92 (474.9 LBS.) -P (50.95)(52)/34 = -77.94 ( -77.9 LBS.) SEE ATTACHED SHEETS 0 -2 thru 0 -8 FOR WINDOW SIZES, NUMBER OF ANCHORS PER WINDOW AND POSITIVE AND NEGATIVE ALLOWABLE LOADS FOR EACH DOWNSIZED WINDOW UNIT. t10' -? - 1 1(1: r" STRUCTURAL TEST REPORT BY ARCHITECTURAL TESTING, INC, REPORT NO.; ATI- 14389 -C TEST DATE: 9 -18 -94 DADE COUNTY PRODUCT CONTROL ACCEPTANCE NUMBER; 94- 1116.01 ACCEPTANCE DATE: 12 -27 -94 EXPIRATION DATE: 9- 30-98 P. 02 31 ST II O F J09. NO. 9 5 0 5 - [3 POZII CASEMENT WINDOW COMBINATIONS - - ALUMINUM Une Frame ! Frame 1 STOCKNUM(dfR Size Site f GRt [)1SPT1oN Width I Heigh I CC 16 18 • 1 19 10 li window 2 4 CC 18 24 • 1 i 18 + 24 ,tk,yte *Wow 3 CC 18 30 - 1 18 i 30 ;em window 4 1 CC 1036.1 / CC 15 . 4 .• 1 CC1654.1 _�. M «_.r. ».....»»«.».«.._ $ c0 i$ to • 1 14 CC 16 30 • 2 r CC1854 -2 1 CC10W•2 CA0Cwow9ALS 1 1 • � n 3.F ) 8.00 • 10 +200 -208 18 _ —.. „._ __..._ ie wirklvw 4� 9.00 1 12 +200 F -208 18 i •2 ! singlo window 18 snpfe window / CO 10 08 - 1 10 CO I tinp1e window 10 ` CO 18 72 •1 18 ?2 isinyh window, } _ t 11 CC 18 18 - 2 36 12 CC1824 -2 33 13 CC 10 30. 30 I N I E11-411U13-4... I (4 1 N _*4'a 1 .» ..r_ 18 ;doubts window. (one v +rtteal mug) y 24 tdoub#e window m . (ono vtut;cal uf) 33 double wiNctN. (Qt vettk al mull) 33 (double wtidow, One vertiown al mu 42 1 double wk►dow, tong vertical mutt) L (LBS. ) 1/Ye Fre1s Pc* ` Positive 1 Negative Feet I A NCHORS I Dtctgn Design I 1 NO 1 PraGture Vtessutt 6.00 1 8 1 +266 -277 _._ 1- f.. j- &CO I 7.00 I 10 ' +250 _ -260 r. ».....»« «w -- • - 1 18 84 i3iewte window 0.76 1200 I 16 I +177 I -185 18 03 f”" window 750 1 1303 1 4 16 +160 I -166 825 I 14.U0 1 18 I +163 1 -170 e -w [ ..., 15.03 . i .... +166 „ ` -173 4Ii 1 a03 I 12 1 +199 I -208 .. .. 4 .. „, —.. _• •--- ._ »1 „ „.» .._.__ -. ! ..., »,r..._._.._. _.. gW _..._ I 1000 1 14 I._ +. ....1.» .-182 _ » 7.`� i 1100 14 »w....: +140 I _ 1.�. 5..._... 1 5.25 10 CV 1 14 +200 -208 a.00 ;'OD _� _..w.14. - -..._ • +175 .... -182 VI ow 1 taco 1 16 � +133 -138 1003 1 1300 ._ . e .- 1 � ..........�.. +128 -134 10 CC 14 43 - 2 1 36 148 i double %wickw, (one vee,tkel mutt) 1200 t 14 00 1 18 i 1.112 -117 •... » „ F4 . M I. i doubow, (one vettSwi muu) __- 1330 I ~ ts.w _ 1 _ 20 _ +111 = -115 „.. .».w » _ � le window, __ _ w.. «__, . ____ - 1.... »..__� ..._ ».__ .._... __..._ .. _• —,,. 30 w I d vve MOM, («,e wnica4 mutt) ts.oa 1 G m 1 20 i +100 = -104 1 j oD double wQnfvw, (onr, ve(1ita1 mull) moo [ 17. w . 1 22 1 +100 -104 20 Cc 1e n • 2 36 n ick/u(re window. (ay vivtloalnlull) 1000 taw 1 — 24 1 +100 ; -104 21 {{ CC 18 18 . .] 64 1 10 1.:..1. e window, + A . o . r I c _I m . 1 � . .. r -_M 1 16 1+177 r. . r r _..._.___...._. «_...r. _..__». ».._........ r.»___ 1.. w i 22 CC is 24 3 54 23 __00 ;triple if►U(bra ve1 ww, td tics( rnug w f) 1 v. 1300 18 I +150 -15 5 23 CC 16 33 • 3 154 I 30 I11940 window, Om vrticatl mow) _ 11m 14 I 18 j +120 -125 POZZI CASEMENT WINDOW COMBINATIONS - - ALUMINUM CLAD 4a CO 24 49 • 2 49 fa SO CACIV Wait* tfOV - 29 -1 99' 1.1 INTERIM* l Ot ff M. lJ 114K,MS 1 P.©4 1 4e I douth window. (one V,tl,t al mu,►) loco to oo I 20 + 94 ! - 91 9505 -8 1 D -3 1 Prier* Frame t I STOCK NUMBER Siva Ilia DESC I 1 Plainly' Native Width Itei¢rt �� I Square f esti V F (ANC1KNIS I De slim I De skin I I N0, 1 Plautus Ptesrxe ... __ CC 18 38 » ». 3 ( fs q _ » „ 3 11 window, (two vatinJ muffs) 1 13`33 15.w 1-115 to _ - _ . __ „ " ". „ ..._ j ...._... -._ -_ i ..._.._.._.� . 2 0 +111 ..... _..T CC 18 � • 3 _ 54 i ttlple window. (two ve tical mulls) 15.75 r 1 �.. 22 I.. i tf CC ».,.. ».....�_....__ - - -- ....__... _ ... __...__.... . _.... .. ».... .._......_ +114 ! -109 __. `� • 3 54 48 w 1 110ie wlnd ow. (twv mike' muds) _ 1 18.00 I 17.W ; 22 i + ._.... t _.... ».. »..,..,...� ...._.. ii cc to 54 3 . _..�.. _. .... 95 »,..,.. ....-.............m. ,a4 ;trine *mow, (two verticet rrx e) f 29.26 1000 _ I i u »j CC 18 3 • 3 ea _ .. »... »j » » . »._, __......__..._, »......................4 .... ,......._._ _L t ...».2!�..._....I 4' 8 .2..... r ... . 2 M I. .. »_.___. ...H » . window, (tiro vett;cal multi) »M 22. j 19 CO I 24 1 + o - 83 2 A f CC 18 G6 3 64 06 jtri�te vr�,aaw, (lie vtrtic muffs) Y ' _ l 2x.75 �p (JO _ ° 26 _ ....... _.. . » .... „ ».. 3tl te �_ -- __ _� »._...... » »» _ ` . ..._ .......... ......._... ' ......... ».., i� 79 _ ..._ 82 » 14 ». __ �3 64 » ] _u _ trtple window, (two vettkal mutts) 27 I 2100 I 28 j . + 81 31 CC __�_ �� 24 ,.. 1 � .. 3 00 I l CO 1 _..� -__ - ...___._»»....._-- - -_••• 10 +250 -260 �! cc 24 24 . 1 � 24 ...........•..1•,................. 24 �� Wn���w __._. »...., I j _.- .__.___ . � »._.._.... �._._ � _-.__.. .__....�.�_.... ».___.....__..__ I 4 O I a I t 12 +224 -234 13 CC 24 3U • 1 24 !tingle window - - -- _.... »....» i ._.._... .....•j. i _... » » » .............__ .,........ ».. ____�_...... ».... 1 a,w . 9.03 12 - +180 ` -187 _ ».. 24 38 - 1 13pnQk wirxicm _..._.---- ..... ...__ ! ...., �. ._....... . .. 2a 3 . .__.._. » �.. ____- » »_r,_..._.._ »._�_._... I e.00 ' .._1o.(x) i 14 +175 -182 li ! CC 24 43 • 1 24 12 i single window ! � f_ 1 r �_.,_.._.._. .__....__....._ 700 1too I 16 ; +171 I = 178 li CC 24 43 • 1 24 48 t♦inGle wT . ._ »... „...., — i ...- .._..._..» i .. », ..._..._ . � ... ,. _... »__._....... i .. ,.. » i e.00 I1 1200 1 16 ( +150 1 -156 ll CC 24 trl • 1 24 64 tingle window €._.. .. »...» i . . ».. », f. .. ....... » 1 _ _ , oo + t3.w 18 +l 50 -156 « 2 03 t 24 . 00 ... • '.y _ �_ 3e Cc 4 _,r • 1 » ». »._ ai(t81rv1 » _ . » »... j j _- »_.....f.. »__......._ 135 ..... »..(.._._......._..._ f 60910 window ! loco 14(0 18 1 + -140 .. CC 24 OC • - 1 �2 ». ._.. ; rvm c lw y ...._._.._.._....._......._ _ ». ... -... _..._...._......._. _ . ..».....,_.____,.. »,». »._... 1,4.40.._ — !ck' ! 11 W � ' 18.pp t 20 +136 I -142 40 CO 24 n • ».�_ �. 4040. ��.. »4040. 40 � ..,.f. 0 _ i n _... 1 I wlt,ovw »._._. I .... 12 18a) 22 +137 ! -143 , >; 1 .. X41 » »»»..._.._.....�......._....._. -i -- ........._.. WNW 1 ..I 40 40. c 2 . _ 18 _ 2 49 18 ids *YON/. (one vertical muff) _. 6.w 11.00 i 14 1 +175 ! -182 42 CC 24 2{ 2 40 rr 24 _ t4o w lrt tl ow. ( Yatx�t murk 1 _ _'. _. •, 4040,.... _ 4040_ f.,.. .» _ 4040 » » • . 40__40_ _. 40» 40 r___ 40.40._ 1 ,- » 1 ' . 1 zoo (-208 43 muff tq Idoublewindow, (one vetticeimull) 10.W 13.00 t 16 ! +12U -125 , 4040..... r.. 1 • . w.....-I.-_.+.........._ ..., i t 44 CO 24 38 • 2 48 36 ;dabh wirxlaw (ona vrtital mull) .......t.. _ 2 pp__ »40 '� ....__... - .._... _. _._. . t 14 I 18 +112 ► -117 44 ( CC 24 42 Z a8 »M j 42 ddouble rAneaw, (tx>• vettioel _ � t-. __ _.... L. -_ I _.. , »_ 20 __. +101 -111 .M. •.../...r _.t_ rH...- ..�, 4040 + • r,r4It rvw; IUt*1L WINVUW. POZZI CASEMENT WINDOW COMBINATIONS - - ALUMINUM CLAD Uos Fr,ur>. Frrttte j STUCK NUMBER Stie the !QESCRIPTIQN WS411i Helglt ' 4 f lnr 1 —?fl -1 cr - r , 1 r (111 P. 05 4 .7[1 DD4 ( LBS . � i ! peomeK I+ I Potklve Ncgettve t gtlate poet': Feet 1 At CtK)FiS ; 13.09n Prstsur. I Pressure 4 7 CC 24 G4 • 2 10 6.4 �durGle window. (one vprtiv.l MO 18.CU 17.(1) I 22 + 91 t - 95 1111_--- _- ____.....•.. ».., »„..__. • 1 _ ,.,...__...,...t._.. _ ; .._._...___..._.., .. 1111 ...... ................ 44 ` CC 24 CO 2 3 8 00 !double wtndvar, (orro verticil mug) , 20 CO ; 18 CO ` 22 r + 82 ' - 86 41 cc 24 t ti 2 r 48 « ---wM P36 1 Et.4Dle window, (we vertical rrxr 1 I) .. 22.O0 19.133 ~__ 24 f ,.. + ,..........___ 4 - 8z , 85 50 CC 24 72 2 48 • 72 idovbi$ window, ton wstic4l Muir) I 24.03 2o.U) I 26 i + 81 1 - 84 N CC 24 18.3 �2'w- •• 'a - .._. wlnawa.(trwwrriutmua) ...... i � . ! ._ ..__ 2 0 i_ � ._...._._.. !` ___....._.... __...,._..._...r. _ M 1111 t � 166 I -173 •u CC 24 24 • 3 �� 77 r 24 I trips wtndow, (two venial mulls) 1 12.00 . 16.. . 22 1 +137 -143 _ ._ • . . i-- r..____- __..___.--- _.__.._.. 1-......_._--_L.._.__..._ !..... .............-.a-_-......,_............._..----- 63 CC 24 30 • 3 72 3) 11704 Yrrndow, (two verUgt mulls) 1 1510 i 1100 { 22 j +110 I -114 _..._... 24 38 . : . 3 �„ ..« �w;mvw,(oMO�.nswmurh) tam_�tt_ _. 1400 24,._... +100 -104 .. .. 1111.... t 1 e .��_.+....« . i . , .. m.»«_ -1111. — 1111.. _. rw _...d. .__Y_..... 1111 I- _ ......_.. _....._.... i window, (two vartkAl nuts) I 21 CO r «.._ 19 w I 26 1 5a I CC 24 422 • 3 72 42 Itripte win + 93 - 96 _�- •--• 24 4a _..� .i_n_..__.,.��_., . 24 .m 1 -p.�- 1 - ....2�..._..� 1111 }._�.1..... • .14.....�. _ - ._.._...••.••.............•�. ..11.11. « «._._..._ -- - -- ..... ._ . ». . fi ... ..w... « «. . ............._.� ......__ , ... 61 ^ C C 24 54 3 72 14 7 pie w: 40w. (two vertical IUls) i 2 7.00 1 21.w 4 28 f 18 - 81 _..._._. - _--- _T...........« .11.11...... -1111 .I........�..— « _.__11111111_ _. ;r_ - r__.__.....,...._. �1 _.....__..._.... Si 1 CC 24 03 - 3 n w _ ;trlph window. (two v «t;rat mu11s) I 3o.w a oo 20 I +70 - 73 1 M • cc 24 c>s a >, ©a (hIp4 Adow. (two vex Oval min's) 1 _ oo ! 2.3m �__ _ 30 _ + 6B [ _...._ ] 1 » w CC 24 72 � 3 tI »1111. 72 ' _ __ bpi. window, (two v«ticv+ mulls) I ..30_`"_ ' _ 2400 - j 32 _.... I + 66 j 69 _ � . t 11 I_ �. ...._.._......._. it CO 26 10 ! _- 1111 1 0 __..._. r+lt,4vw «. «........._ ._..._.__. II __ 7sr -- 10 +214 +214 -223 12 ..l_ CC 20 a • 1 28 1 24 isiny$e f 447 _ i 8 .41 12 +192 -200 ---1 «.. to I cc 28 32 —1 30 . .... I si l .__ 583 9.67 I 12 ..... 1+154 i -160 64 I cc as 38 • t � 1 . 2s 36 isinsiewindvvr + 700 • tom 14 +150 1 -156 oil cc ?a t2 - t ._.. ._ .....4 s►n 1111 i ...« 81 1 __ 1 11.67 . ..... lfi _..... L+i7 I ... 111.1 ci cc 2$ b - 1 I 22 as I WYyewirsicrrr 12_6/ 16 1+128 j 134 1 : 4 41 cc 28 64 - 1 26 64 sirrpis window ! 1060 I 13.07 ! 10 + 128 I -134 It CC 28 di • 1 i 20 di ION* windv•if 1 1 12a) I * 20 ; +117 1 -121 OAC= wOWI1)11,1 a of 7 • Uae { STOCK NF<lt8Ft POZZI CASEMENT WINDOW COMBINATIONS - • ALUMINUM CLAD L U S) 70 CC 28 72 - 1 28 ?2 single w11dow 14.10 16.01 i I , I 22 r +118 122 T / � w CC 29 16 _ ». » • 16 ._.._.. doublrl *Wow, (ono wullCal Mull) 7Q0 _ � _...... ; _ _.._....._ .1 .............. _ i w_.;_ ......._.._. tzxl 16 +171 -178 71 CC 25 24 • 2 G8 24 tdodus wirAvw, (ono vortical mull) 0.33 . _.___..._- .L_ ..._ - I .......__.._... C .., ».... _�_ «._.. » »....»_. »........_...» -. ..». -,„ ._— __........_............-- - - - - -- »._.•.. » ..... .. l i .. » •■••1...__ ., f 1 -- - -150 17 CC 2 30.2 fib 30 double winow, (one vertical - mull) Y 1 11.67 14 I I +115 r» -,. 1 .33 I 18 t -120 14 F CC ?�. . ».�._._ . F d doubltiwindow,(onOvatical 4...... .__ ..............»... -.{_ ..» ...... ... . ....__. . �. -.____ .. »... » »... »,. » � .. � ,_ _ ... •.. 33 ... .. ». 20 I ..._ +107 _ -111 Pi CC 20 42 2 E8 42 double windows (one wrtirdmull) I 10.33 i 1 ©3J I »....,.._ 22 + 88 I - 92 1 cc 2t1 ,b 2 ......___,..._ .•,.., _».__.»» _..__ » w... ? --- j__•••ft ».»■••» - _ 17.33 ._ i..• ..... ......_...._ �._._....... I 2 2 + 88 T CC 28 54 2 66 54 double w,ndvw. (one vertical rutin) - 1 21 00 r 1 8 ..,. , + 86 - 8 tt CC 20 W • 2 -. {.._ dou E.. ».�..._ _..• ...,.�_ _.... • 80 e,a window. (one vertical mull) ! a." 33 s 19.31 I 24 ` •- 80 71 CC 213 06 • 2 .. .__... ...... . ».._._.T....--- •--- .. ... - . - ---...__._.....`........_......._«. f . ...__....._.._i_._ »_........... .. . * ... �� .......:.........•_...., ▪ double window, (a verbal re veub tn. A) 25,6T I 20 1 26 + 76 i /9 10 CC 28 n • 2 56 j n Oovue window, (on. veltio>tl FDA 1 28.w I 2133 81 CC 28 16 • 3 64 18 _ 1 ' a#Ae window, (two vertical mulls) 10 aro 1 11.t i 22 +15/ ! -163 1- .-- CC ?$ 24 3. »._,. 04 24 _.i. 'triple wkid tiv.(tm�rerUcal mug.) » »........... .f ...._.. _ r -.._ . » ». ... _..... _..•...._ w...; 2 i mug.) i 14 CO 1 18 to I 24 +128 • -134 ... .......�_ ...............___.__. .....«....._.. I__ j..._......... .............. �.»_.._..._•_ —_.» t ......_.._ »_.... ______.._... F .. mills) »............._w Cc 28 30 • 3 184 JO it;ple window. (two vertical ms) 1 11.50 1 19 00 1 26 +111 -116 14 CC 2838 •3 84 +100 ; -104 19 1 CC 28 42. 84 36 4 tripta windw. (two vertical bit* window, mulls) i 21.W i 20.t.>v I 28 + —» 42 bindow, (trio vaticai mules) 1 24.50 21.0) 1 1 28 + 86 i - 89 11 CC ZB A9 • 3 y 84 « 39 t�ple wi ndvW . (two v art ica l rrxdk) f ..:- . ._..._• »__ I m � 30 + 80 - 83 72 87 CC 28 64 • 3 04 54 triple window, (two vortic mugs) I 31.50 21.04 1 30 1 + /1 I 74 1 . .» ..... __.__... »,, ,_...__. _. ... �.. • n CC 03 - 44 W Iripte window, (two vertical m i a) » _ _ 20 3 1 - 1 • �- 71 i I...._._.__...........- 3G.ot) 2 4.(.0 _..... _...._ 32 I +68 u w, (tw CC 20 G6 • 3 84 CO itrtpfe windo vertical nulls) 1 3 t 1 . 1 • 0 25 32 + 6 2 - 65 10 CC 28 72 •3 64 72 l it Olt window, (tvvovertira+ r » uas) I 42 .00 ., 20.03 34 ; + 61 I - 63 81 CO 30 18 • 1 130 16 ltr� ia window I 3 7S I 8w _._._1 10 »... + "Z00 i -208 »».,.,+.._.... _»....._ _r - - -... .j._ ..�{_.. -- ._..._.. , » » .........»«..... i ..._i.__....._.•.... F .___._..»... i .._ .........__..... ; ....__......._ • 92 CC 30 24 • 1 130 124 } `alr,9,•vril►d�w _~ 6.w I em f L 1. 100 ; -107 NOV -29 -1995 15:01 ► I+T Eke 11-4I ► art I-u.. w 1 I lLUWS Run* 1 Frain r SIie SIi1 IX.3CR)P1)ON Width • 1469111 P. 06 [9505 -8J D -5 r I r P � tf I ! Po.Rlve ; Negatlrt (Square Fret' feet ;ANCliORb 1 t).a19n 1 Deatgn t 1 I Pressure 1 PTeteure 68 48 00uble Window, (on* wn)ul mull t 01 r 4W1 III I tKi 11 ILA R11- W I t+UIJW', POZZI CASEMENT WINDOW COMBINATIONS - - ALUMINUM CLAD ' rrarne 1 Ft sin* 1TOGK NUMBER 811• Size !DESCRIPTION Width tlelgnt P. 07 1 9505 -8 D -6 c,1©s I $Quue F Perkttetor ' ; Positive N�ath cct FNt I MfCNQits 1 Design ( Ues(On • ; Ptesswe Ptissure 13 CC 3030 • 1 JI! :.0 !single wiAdoet 6 2 1000 12 +144 -150 ► _. 7 3 !. 11723 I +140 -145 K CC 30 42 - 1 30 42 1ei�ybw,i - - i _..........__.. i . ...... 111 _..__.. .........._...�_....__... 1 e rg 12tH 16 ( +137 1 -142 0* CC 30 16 • 1 30 •• •••-•••• ••• 46 ) s h�tew,nd0�l 10.00 13 CO ( 16 } . 1 . Z O.. i • -125 N CC 30 64 - 1 30 1 64 ^ cinyk window I 1 1 » _.._._ __.._.. 14.00 ■ 13 l +ten ! _nor_ I 1 6W ( 18 + 98 -102 1 CC 30 (73 • 1 ` 30 � "k'Ale vAnduriv 12.50 CC 30 e31 30 4 t3. ., 18 m .... ' ...._., » +109 I ... Y113 140 cc 30 T2 it+ippte wndow 1 16 W ..f._ 17.00 , 22 I +110 -114 101 CC 30 18 , ..._.........,«....«----- ._............, »»«........ i'°--.« »�. «...._c...._._..__._.I..... ....;.. ...._........,,.. .....,_..,.. 2 Co 15 dOUble window, (one vert(Oal mull) I 7 !iO 13.00 ! 16 I +160 , -166 .........• 102 � CC 30 24 » 2.., »4 .__ �. _ ». double window, (ass vertical mull) »_ ...'D 1.._r , . ( .._._.._ { .... ......_............,..........„ LL E 14 .W I 18 ! +135 I -140 103 I CC 30 30 • 2 b0 32 `double wlnGvw, tune vaticel nx,l) ( 12. l 15 CO 1 1 ii I +103 -112 164 co �___. { 36 ,doubts vMdow, (one vortical hin() - 1 16.Dq ( ta ` 20 � +100 ! 104 101 CC 3D t2 2 1 W !! 1 _._....._......1 ....._- ___._... _.___..._ i4a,bie window, (one *rficai mull) ! 17.50 17 w 1 22 ( + 94 1 - 98 1a LW cc 30 pie • 2 80 48 ..i41 daubie window, (one vertical mull) i 2000 - 1e.W ! 22 + 82 - 86 107 CC 30 54 - 2 00 54 Idoubte window. (one vertical mug) 1 22 E 10 24 1 + 80 ! - 83 • 101 CC 30 00 • 2 00 W ;double w;ndvrr, (one vertical mull) 1 25,tu 101 CC 30 00 • 2 00 ••. 66 double v oneow, (one vertical mull) ._.__ _ 27.50 21.00 i 26 ' + 71 ¶ - 74 110 CC 30 72 • 2 60 72 Idiot/the window, (one vertica( moil) I 30.00 ' 22. x ` 28 .._._ ' .._....... .... 111 CC 30 18 • 3 100 * 10 'triple window, (two vertical molts) ~ »• 11.25 16W 1 16 f +106 I -111 112 CC 30 24 - 3 1*) * 24 Inpk window, (two vertical mu>n) I 15. 1 10.00 j 10 ` + 90 - 93 t IOV- 29 -1M7 15:02 2000 ; 24 ! + 72 I - 75 11 CC 33 30 • 3 1 triple window, (Nog vortical mulls) I le. T3 { 23.00 1 18 i + 72 - 75 114 CC 30 36 3 90 * 36 triple window, (tyro vertical mu8s) I 22.50 21.00 1 2 6 { + 87 7 1 - 90 1 - cc 30 42 • 3 I tica 26E 2 J * 42 IWO, window, (two verl mune) { . .... I ...... _.._ ` ... t _ 80 ..._ 1 _ . 83 ..._ 110 * EXCEEDS TEST WIDTH OF 84" but LESS THAN TEST HEIGHT OF 96 "--- DEFLECTION O.K. CAS:wow LXL$ s ar r rtarpc Lim STOU( Al.)181801 Was w1dt11 *111 1 CC 30 4e - 3 CO * *111 , CC 90 54 - 3 90 * •-..-- -- u..yHwF.wwh.ih'M..H- *111 Cc 33 CO - 3 CO * • 131 CC 3610.2 12 10 132 1 CC 38 24 - 2 72 24 t o i CC 3 G 42 - 72 .__ 42 131 i CC 36 49 • 2 72 crirwwv' xl3 NOV -29 -1995 15:03 — _.► 1141LlkI11+1 iJli1U_ 111110 j/td. Ft.me 31z. 0C3cfiW11ON i k4flt,t • 43 Q/ple wkxww. (Taro Vtitical mulls) 30 CO I 23w 1- 20... I + 70 1 w 123 CC 30 30 - 1 38 30 19ingie wtndcw I double window, �• -.._« dor,bl. window, 133 CC3 30 • 2 72 ».,1. ».. ubl8 window, '{ 134 CC 30 36 • 2 72 36 &double wxl'dow, double window, e at r ►. .. 1. _..i. _a. JJl1J !, } POZZI CASEMENT WINDOW COMBINATIONS - - ALUMINUM CLAD L(3S. L13S. •-73 * 11! CC 30 C6 - 3 90 * t;6 41404 window, (two vtdic i mile) 41.25 2600 I 32 I + 58 ° - 60 ' t2o CC 3.3 T2 • 3 04 * T2 ialple window, (two vertical muos) 4603 1 2100 1 34 1 + 57 - 59 1 111 1 cc m io . 1 36 19 xngswkldow 450 ow 12 i +200 ' -208 121 CC 30 24 • 1 y 30 24 � sir>S#a window H « g W tam 14 +175 ( 1(3 2 1, _... 1 . H , r.. 7.50 ■ 11.0 1 14 1 +140 -145 w- . .- . -4_ -- _ - _ «. «._ __ ._ _ .. •- ∎- .. - -__. ,...«...w._ _..». ».�... ».w,._._.._� - :-- ...... 1141 CC 30 3 1 30 I sing/e window r..___......._......._ H_ . 900 1 12W 1 16 I +133 -130 138 CC 36 42 • 1 36 142 shale window 1050 t 1J.( = 18 1 +128 j -134 0 -7 Poe/live ; tJegattve hf U netet wa &le rtes+ Felt i MIC%1003 Design { Dsslgn P1cRture helium t � t Cif ;triple window, (taro vertical muM) 33.75 1 24 I 30 I + 67 I - 69 •H .«H...w.. ,_ .. �_._.----- .- -.,.•- . _ – _i .»_...__.i_. ......_... - __ _.,. 00 1<; win #e dow, ( t w o vortical m 2) uhe) 37 25C0 i 30 — + GO - 62 1 131 CC 36 40 • 1 39 45 !single window 12W 1 14 I 13 1 +112 + -115 ts1 cc 3$ 64 - 1 36 w f{ .i�1.w,�,eo�► ,acs 1600 ! ~ 20 I+111 115 11S CC 36 PO - 1 36 03 M ( oinv1e wkndvrv ` —_ 13W t 16 1 20 1j 1 I +100 1 -104 its CO 30 06 - 1 ~ 0' w 06 _ Ieingk window 1650 I 17.w 1 22 i +100 ! -104 i-.... w ._._..�w._____.___.._......�... teoo .... +100 ....1.,_. - I04 13 cc 30 72 .1 36 72 1� »«_« •■■•■•■.._.____._... .- Hw - . ....._._l.._. 04).• retircal mull) 9,c 1 15.133 20 I +166 -173 (owns vertical mull) 12.w I t o co 1 22 +137 ..... -143 _ (one vertical mull) 15.00 1 17.() 2? 1 -~ + ! -114 (one vcvlkal mull) 1 taw I tea) 4 24 j +100 s -104 (ON verUCalmull) 21,m I 1000 i 26 ( + 93 - 96 40 ._. ._• idcxlbNwindow,(arereiWelnull) « � 1 24 CO ....2� - I 2 6 i ..+ O1 ... ! ....' -184 137 ! CC 36 54 _ 2 I T2 1 (double r+indow, ( ) { f I I are YefllCel mu! � 91 (A ; z1.0Q � 28 + 70 - 01 �.,....,......,.. r ....,. .. 3o.m T r :i n.W ....__ 2a_....�..,.. *.,70._ `^ 73 1>4t ii CC 3d 60 2 e0 Ocn�6le wrindow (ens vertical no./10 ___L....... ....._. ....... ....... ._....._.._..._f ......_.._.._ * EXCEEDS TEST WIDTH OF 84" but LESS THAN lEST HEIGHT OF 96 " - -- DEFLECTION U.K. 93% 8.08 .* DATE 2 /23/98 OESIGN D. S. DAVID SCHULTZ P. E. Consulting Engineer SHEET D- CHEC I J OF os:LIDIA HUBBELL RES.REMODEL FOR : INT'L. WINDOWS /DOORS 408.NO. WINDOW /DOOR WIND LOADING ( I. W. D. ) 1 NE 95 ST MIAMI SHPRES, FL. MIAMI, FLORIDA 9 8 0 5 -L Am WIPAD LOADING (SOUTH FLORIDA BUILDING CODE-- -SFBC, INCLUDES ANSI /ASCE 7 -88) W A L L S q = 0.00256 K (IV) : WHERE I = 1.05 ; V = 110 MPH K = 0.80 (TABLE 6, EXPOSURE "C ") FOR h = 12' FT, p = q (GC - GCP IN PSF (MAX. HT. = 60 FT.) K h W I N D L O A D I N G q LOAD FACTOR p (GCp - GCpi) (psf) FEND ZONE INTERIOR ZONE END ZONE INTERIOR ZONE + 1.51 0.80 12' 27.32 1.94 + 1.51 - 1.61 +41.25 - 53.00 DAVID SCHULTZ, P.E. Consulting Engineer 350 Sevilla Avenue Coral Gables, Fla. 33134 FLA. REGISTRATION -NO. + 41.25 - 44.00 * *MAX. DESIGN LOAD /14142 2 /23/98 TEST DATA-- "POZZI" WINDOWS & DOORS ITEM DESCRIPTION UNIT PROD. CONTROL N0. DESIGN LOADS (DADE COUNTY) POS. NEG: (1) -- WD. CASEMENT - -84; "X962 "- - - -94- 1116.01 +50psf -52psf (2) -- WD. CASEMENT - -36" X 72 "- - - -94- 1116.04 +45.33 -48.6 -- FRENCH DOORS - -72" X 96 "- - - -94- 0706.01 +60psf -60psf COMPARATIVE ANALYSIS (DOWNSIZING): (ANCHORS CONTROL @ -77.9 & WD. CASEMENT SASH +74.9 LBS /ANCHOR): UNIT SIZE AREA "A" ANCHORS MAX. DES. LOAD ALLOW. DES. V - S. NEG. POS.SPSFJNEG. A - - -922 "X462" CC2448-- 242X462 -- -3.00 16 +150 -156 CC4848-- 452X462- -15.00 20 + 94 - 97 B - COSWT2668 DO OR_��OEE PRODUCT APPROVAL #94- 0706 + Og 9 - 99 C - COSWT3068 21.50 20 + 88 - 88 D - COFRT4068 26.00 21 + 77 - 77 *-- FACTORY MULLION USING VERTICAL JAMBS W / #10 SCREWS @ 10 "o.c. & 4" FR. EA. CORNER, AS TESTED. f ' 12)a91fr FLA. N0.4142 2/23/98 DAVID SCHULTZ, P.E. Ccnsbitirn Ennlneer .35rJ Stvili3 Aver?tj 4202 Coral Gables, Fl. 33134 . INTERNATIONAL WINDOWS & DOORS I 1890 NW 96TH Avenue Miami, FL 33172 800 - 650 -9946 QUOTE BY: RAUL CAPOTE SOLD TO: LiDIA HUBBELL LIDIA 41 N.E. 95th. STREET MIAMI SHORES, FL (305) 758 -9967 Fax -(305) 593 -8016 PO #: PROJECT NAME: RES. REMODEL REFERENCE: COMMENTS: TERMS: 50% DEPOSIT WITH THE ORDER, BALANCE ON DELIVERY. INSTALLATION IS NOT INCLUDED. LINE LOCATION ROUGH OPENING BOOK CODE DESCRIPTION UNIT PRICE QTY EXTENDED PRICE 01 LAUNDRY ROOM RO Size 92 -1/2" x 46 -1/2" Scale: 1/4 = 1' v2.1.83 -00 01 RO Size 24 -1/2" x 46 -1/2" Scale: 1/4 = 1' 02 RO Size 24 -1/2" x 46 -1/2" Scale: 1/4 = 1' ,oct Mull / Straight Casement White Clad Exterior / Clear Interior 4/4 4- 9/16" Jamb Nail Flange And Drip Cap Factory Mull 3 Units Wide x 1 Unit High DIM CC2448 Casement Window / Standard 1 Wide One Lite IG - Boot Clear Annealed NO Grille NO Exterior Trim Left White Hardware / White insect Screen QUOTE #: 31000051 SHIP TO: RES.REMODEL SAME $923.62 DIM CC2448 Casement Window / Standard 1 Wide One Lite IG - Boot Clear Annealed NO Grille NO Exterior Trim Right White Hardware / White Insect Screen WOOD WINDOWS 1 1 1 DAVID SCHULTZ, P.E. Consulting Engineer ;i5u Sevina Avenue ft202 Cora! Gables, F. 33 i 31 $923.62 Page - 1 September 26, 1997 12:55 4?) I LINE LOCATION ROUGH OPENING v 02 LAUNDRY ROOM RO Size 32 -1/2" x 82 -5/8' Scale: 1/8=1' // 03 LIVING ROOM V RO Size 38 -1/2" x 82 -5/8" Scale. 1/8 = 1' Scale: 1/8=1' v2.1.83 -00 03 -( RO Size /2" x 46 -1/2" Scale: 1/4 = 1' 1) 04 FL. OM RO Size x 82 -5/8" 40' BOOK CODE DESCRIPTION DIM CCP4848 Casement Window / Standard 1 Wide One Lite IG - Boot Clear Annealed NO Grille NO Exterior Trim Stationary NO Hardware / NO Insect Screen Page - 2 UNIT PRICE COSWT2668 Swinging Door - Outswing / Single Door Standard Sill & Standard Bottom Rai Assembled \ Std Mortise Bore One Lite§G Tem peredSlear N10 White Clad Exterior / Clear Interior 5/4 4- 9/16" Jamb Nail Flange & Drip Cap Left Handin old Paint Adj Hinge W /Handle Set / No Insect Screen COSWT3068 Swinging Door - Outswing / Single Door Standard Sill & Standard Bottom Rai Assembled \ Std Mortise Bore One Lite SG Tempered Clear NO Grille White Clad Exterior / Clear Interior 5/4 4- 9/16" Jamb Nail Flange & Drip Cap Left Handing Gold Paint Adj Hinge W /Handle Set / No Insect Screen $724.08 DIM COFRT4068 French Door - Outswing / Double Door Standard Sill & Standard Bottom Rai Assembled \ Std Mortise Bore One Lite SG Tempered Clear 1" Bead Thermal Bar Special Lite 1 Lite Wide / 3 Lites High 3 Flk Lites High 6 Square lites White Clad Exterior / Clear Interior 5/4 4- 9/16" Jamb Nail Flange & Drip Cap Right - Inactive Handing Gold Paint Adj Hinges W /3 -pt Lock / No Insect Screen $1,829.13 1 QTY EXTENDED PRICE 0 8 0 5 - I--1 1 1 $718.28 1 DAVID SOH! I' r . E. Consult r aer : � n 50 Se�,, �_ if 202 Corr» f:,',: 1 . r 1, 3:2i 32 Ltuute i+:.3 IUUUUb 1 $718.28 $724.08 $1,829.13 DAVID c'CHULTZ, P.E. Cc ;l Enginee 26, 1997 12:55 :35u /Avenue 4202 C r, ,(1lG$ Fl. 30 ;34