Loading...
1411 Mara Ct 03-2724 additionPERMIT ADDRESS )411 VVk^#r4p a CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT #0327, 'p DATE o4kf- /*.%, PERMIT DESCRIPTION 81-1 dmd^ PERMIT VALUATION Lawo ,now - SQUARE FOOTAGE d H Z / J Permit # Job Address: CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: A[LC7 t�aN m Tam t,U (JCCJ+1'1 Historic District: Zoning: Value of Work: $ —�nC Permit Type: Building _ " Electrical ✓ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: NCK # of Stories: I_ # of Dwelling Units: I Flood Zone: (FEMA form required for other than X) Parcel #: \ i (Attach Proof of Ownership &Legal Description) Owners Name & Address: files >� L1Aat'Ct� �i ;�iNi n Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: State License Number: Contact Person: Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. is verification that 1 will npjify the owner of of Owner/ I Bonded Thru BuW Notary Services Owner/Agent is Pq on fly Known to Me or Produced ID_= of the requirements of Florida Lien Law, FS 713. V v,-3- Date Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg AT �' IS _03 Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsitr supervision themselves of all work not performed by licensed contractors, when building or improving faun outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presu_rt� that you built or substantially improved it for sale or lease, which is a violation of this exemption. 't'o,. not hire an unlicensed person to act as your contractor or to supervise people working on your l u)"; i ; i It is your responsibility to make sure that people employed by you have licenses required by stage law irkd by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, _S OWES � ' � , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. /NiBuilder Signature 8tte Print Owner/Builder Name Signature of Notary- State of l.lorida Date o Ch�ner i, 1' rsunal1" Knoell to :\1e or has 1'nxluced II) �L CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the constriction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as vour own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25.000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. n Ow�ier/Builder Signature Wa Print Owner/Builder Name, m x � s' ZLZ ninattire of NotaD— fate of Florida D Owner is Pc onalh Known to Me or has i rw Produced ID L Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL d © D i �� Seminole County i _ .i �nPrH ��rnisar 1101 K. Firs St. Sanford F1.32771 dQ7.hAi7 S/IA 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-505-0000- Tax District: S1-SANFORD 1520 Number of Buildings: 1 Depreciated Bldg Value: $61,668 Owner: WATSONAMES M & Exemptions: 00 LATESIA SIA T HOMESTEAD Depreciated EXFT Value: $5,086 Address: 1411 MARA CT Land Value (Market): $11,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 1411 MARA CT SANFORD 32771 Just/Market Value: $77,754 Subdivision Name: SAN LANTA 3RD SEC Assessed Value (SOH): $66,948 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $41,948 SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 02/1997 03199 1231 $58,900 Improved 2002 VALUE SUMMARY QUIT CLAIM DEED 09/1987 01890 0292 $100 Improved 2002 Tax Bill Amount: $855 WARRANTY DEED 05/1981 01336 0807 $40,000 Improved 2002 Taxable Value: $40,379 WARRANTY DEED 07/1978 01181 0399 $28,900 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 152 SAN LANTA 3RD SEC PB 13 PG 75 LOT 0 0 1.000 11,000.00 $11,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1978 6 1,499 1,100 BRICK+WOOD COMBO $61,668 $68,520 Appendage / Sgft OPEN PORCH FINISHED / 84 Appendage / Sgft BASE SEMI FINISHED / 315 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM FENCE 1999 1,260 $3,402 $3,780 CONC UTILITY BLDG 2000 256 $1,684 $1,792 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ./re_web.seminole_county_title?parcel=31193150500001520&cpad=mara&cpad_num=1411 &8/7/2003 NOTICE OF CON INfENCEMENT Permit No. Tax Folio No. State of Florida County of Seminole s The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. It 1. Description of property: (legal description of the property and street address if available) - iy 1l ftlyA 0ZU9_4 - Spsnz,?d fL 1 2. General description of improvement: ; 3. Owner information �` a. Name and address l►(oi�,r'1 lmQfil Ntlob -7- b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address es W) , 10 MAVA WV4 b. Phone number 332 - 3,,31u5r Fax number 11 �A l;(lg�y Surety MAIRYANNE MORRE a. Name and address , ,,u Ar CIRCUIT rotRT Ct b. Phone number _ c. Amount of bond Lender a. Name and address Fax number b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) G� Signature of Owner Sworri,to cq.ati apd subscribed before me this 7 r'' day of � — , Z0 C by . .. `. ck `4T o rt Perr''s'brlally Kno R%Produced Identification WXVM MMI a Mtt CIRCUIT WJRT Ty�yype of Ide cation Prbded L— CLEiK SE11INaE C yr I BK 04955 FAG 0946 FILE NUM 2003138264 1ECpM W67/>iW 04te7t33 R1 © tc, e o loca INS FEES G.0 S i —� SY N Holden C s: ' . _... �IIMNNINwMIMN�NIwN�MN>iNNN�MIrII MARA COURT 1 .. g 2tY.dLZWM COURT ' Naffni at�a 81.63' R r. •r air f ' ` r � iJ s-+e Ii7- +ra :fir � - -- _ •- „ L � ` at Af �• 1 C t.r bar 0 au a � Q IE o �.0 Q n J e a J► o_ K ' y f y w �M• ate. = O � w n � � J . i 1 � ouw r. at', u.•ura+ yo� ��-"'�: �•�'R'!.tM1►W- SAMrOtI i�Cip, SM) y uw u� � rcx ysc ccrx acsown"r i20.194x Sw tMww t�"D YCTM%� J r� �n,• rut — — — — — — /r dt£ C' rr� .�,�: cOU*N...nAw,& �rCaos o e 90.0 � son- La. �-S075 surw^Mm. ay:atc%" i` AU rw"a i9r -Row, NC. Y 1 Mum I Ir _ Sao r www-s _w +�a •� ��� rs �rss ++ wt � •{'� .w~.,.'� w ro i f��r }� = r �w �� ww�..�.w. i.�w �� .e".s•. w r� �.a ""+u �'► � t 7� �' ifd"t. s�r�- i Myp� 1 f •I{ . /��0� ` .11A ��� . �il�a� � p .w���Y� �w.�� �1�K�t�l�l���w� ��-_ .. S• � � / 1 ! ~r mew ; •�. `.mil /ir�T� '+ �� •rev i VERTICAL REINFORCEMENT SPACING MAXIMUM SPACING OF #5 BAR IN FILLED CUS CEIUNG HEIGHT BOND BEAM Q SPAN 0'-20' SPAN >20' TO 30' SPAN >30' TO 40' 8'-0. OR LESS A 12'-0' 12'-0' 10'-0' B 12'-0' 12'-0' 8'-8' A 10'-8' 10'-8' 10'-0' B 10'-8' 9'-4' A 8'-81 8'-8' 8'-8' B 8'-81 8'-8' 8'-8' 10'-0' A 8'-0' 8'-0' 8'-0' B 8'-0' 8'-0' 8'-0' NOTE: 1. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL WALL CORNERS AND INTERSECTIONS. 2. PROVIDE 1 .#5 BAR IN GROUTED CELL AT EACH SIDE OF OPENINGS WIDER THAN 6'-0' AND AT EACH END OF SHEARWALL SEGMENTS. PROVIDE 2 #5 BARS ON EACH SIDE OF OPENINGS WIDER THAN 12'-0'. 3. PROVIDE ONE #5 BAR IN GROUTED CELL AT ALL LOCATIONS WHERE GIRDERS OR GIRDER TRUSSES BEAR ON THE MASONRY WALL. 4. REDISTRIBUTE VER iK .'_ REINFORCEMENT ABOVE OPENINGS TO EACH SIDE OF OPENING. PROVIDE V2 OF THE REINFORCEMENT INTERRUPTED BY THE OPENING OR THE AMOUNT REQUIRED IN NOTE 2, WHICHEVER IS GREATER, ON EACH SIDE OF THE OPENING. 5. SEE PG. 1.11 FOR DESCRIPTION OF BOND BEAU TYPES 'A' AND 'B'. PLANS REVIEVEED CITY OF SANFORD GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.3 l4J ROOF SLOPE (2:12 TO 7:12) BOND AM (TYP A OR B, SEE PG. 1.11) RTICAL REINFORCEMENT N FILLED CELL WITH GROUT 00 MPH WIND AREA STEMWALL FOOTING DETNt , SEE PG. 1.11 z W z_o W CT A1fl A❑M I1^^,Y u EMBED 5' FOR 8' DEEP FOOTII 6' MIN. FOR AL OTHER FOOTINC FOOTING VERTICAL REINFORCEMENT DETAILS ROOF SLOPE (2:12 TO 7:12) SPAN -BOND BEAM `- (TYPE A OR 8, SEE PG. 1.11) = VERTICAL REINFORCEMENT z IN FILLED CELL WITH GROUT fi J W U 100 MPH WIND AREA MN • CV �L fl i--.....•--fit _ �rl _ 3' COVER « 12' , #5 CONIIN. (IYP.) + PER SSTD 10 WITH DESIGN CONSIDERATIONS FOR SITE SPECIFIC CONDITIONS. z_ :2 w VERT. REINF. IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT >5 FT. REINFORCING 3' MIN. COVER STANDARD HOOK GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.2 r MASONRY — CHAPTER 2 sion in coastal areas, as determined by the building official, shall be stainless steel, hot dipped galvanized after the fastener or connector is fabricated to form a zinc coating not less than 1 oz per sq ft, or hot dipped galvanized with a minimum coating of 1.8 oz per sq ft of steel meeting the requirements of ASTM A90 (Triple Spot Test). 202.2 MASONRY WORK, GENERAL 202.2.1 All mortar joints for.hollow unit masonry shall extend the full width of face shells. Mortar joints for solid masonry shall be full head and bed joints. 202.2.2 Bed joints shall be 3/8 inch (t 1/8 inch) thick. Head joints shall be 3/8 inch (+ 3/8 inch or —1/4 inch) thick. 202.2.3 The bed joint of the starting course placed over footings shall be permitted to vary in thickness from a mini- mum of 1/4 inch to a maximum of 3/4 inch. 202.2.4 Masonry walls shall be running bond or stack bond construction. When masonry units are laid in stack bond, 9-gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed in bed joints at not more than 16 inches on center. 202.2.5 Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with a minimum cover of 5/8 inch when exposed to earth or weather and 1/2 inch when not exposed to earth or weather. 202.3 REINFORCING STEEL, GENERAL 202.3.1 Reinforcing steel shall be No. 5 bars. EXCEPTION: Where two No. 5 bars are required within the same grouted masonry cell or bond beam, one No. 7 bar may be substituted. 202.3.2 When two bars are required in the same cell or bond beam, they may be bundled. 202.3.3 Splices shall be lap splices. 1. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 inches for No. 5 bars and 7 inches for No. 7 bars. 2. Splice lengths for Grade 40 steel shall be a minimum of 25 inches for No. 5 bars and 35 inches for No. 7 bars (40 bar diameters). Where Grade 60 steel is substituted for Grade 40 steel, the lap lengths for Grade 40 steel may be used. Splices of a No. 5 bar with one No. 7 bar shall be a minimum of 25 inches, and two No. 5 bars with one No. 7 bar shall be a minimum of 35 inches. 202.3.4 Reinforcement may be bent in the shop or in the field provided: 1. All reinforcement shall be bent cold; 2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar diameters; and 3. Reinforcement partially embedded in concrete shall not be field bent. EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 202.4 COVER OVER REINFORCING STEEL 202.4.1 For foundations, minimum concrete cover over reinforcing bars shall be: 3 inches in foundations where the concrete is cast against and permanently in contact with the earth; or, 1 1/2 inches for No. 5 and smaller bars and 2 inches for No. 6 and larger bars where concrete is formed and will be exposed to the earth or weather. In narrow footings where insufficient width is available to accommodate a stan- dard 90-degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction until the required concrete cover is achieved. 202.4.2 Where concrete is not exposed to weather, the minimum concrete cover for reinforcing shall be 1 1/2 inches regardless of bar size. 202.4.3 Where concrete is exposed to weather, the minimum concrete cover for reinforcing shall be: 1. 1 1/2 inches for No. 5 bars and smaller, 2. 2 inches for No. 6 bars and larger. 202.4.4 Reinforcing bars embedded in grouted masonry cells shall have a minimum clear distance of 1/4 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell. 202.4.5 Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 1. 2 inches for masonry units with face exposed to earth or weather. 2. 1 1/2 inch for masonry units not exposed to earth or weather. 202.5 CLEANOUT OPENINGS 202.5.1 Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds 5 feet in height. EXCEPTION: Cleanout openings are not required in cells containing vertical reinforcement where footing dowels are not required by 203.3.1, provided vertical wall reinforcement from above reaches within 12 inches of the floor slab below. 16 1997 SBCCI Standard for Hurricane Resistant Residential Construction'U MASONRY — CHAPTER 2 202.5.2 Where ceanout openings are required, an opening shall be provided in the bottom course of the masonry cell to be filled. 202.5.3 Cleanout openings shall have a minimum area of 12 square inches and a minimum opening dimension of 3 inches. 202.6 GROUTING 202.6.1 Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be removed for grout pours over 5 ft. 202.6.2 Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any material deleteri- ous to masonry grout. 202.6.3 All cells containing reinforcement or anchor bolts shall be grouted solid. 203 FOOTINGS AND FOUNDATIONS 203.1 DESIGN 203.1.1 All exterior walls, bearing walls, and columns shall be supported on concrete footings of sufficient design to support safely the loads imposed as determined from the character of the soil. Minimum sizes for footings shall be as set forth in Table 203A (Refer to Figures 2036-E for typical foundation details). Monolithic slab -on -grade interior foun- dations may be used in conjunction with stemwall exterior foundations. 203.2 CONSTRUCTION 203.2.1 Footings shall be level or shall be stepped so that both top and bottom of such footings are level. The bottom of all footings, except monolithic slab -on -grade interior footings, shall be a minimum of 12" below finished ground line. 203.2.2 Except for monolithic slab -on -grade foundations, all exterior footings shall be at least 4-inches wider on each side than the wall resting on the footing. 203.2.3 The outer bar of foundation steel shall be continuous around corners using corner bars or by bending the bar in accordance with 202.3.4. In both cases, the minimum bar lap shall be 25 inches. 203.2.4 Foundation stemwalls shall be as thick or thicker than the wall supported above, but in no case less than 8" thick, and shall have the same vertical reinforcing as the wall above. TABLE 203A MINIMUM DIMENSIONS AND REINFORCEMENT FOR FOOTINGSI Foundation Footing Height Footing Minimum Load T4 Bottom Reinforcement � Condition Width W Stemwall Footings2,3 One Story 8" 16" 2 No. 5 Two and Three Stories 10" 20" 2 No. 5 Monolithic Slab -on -Grade Exterior Footings One Story 16" 12" 2 No. 5 Two and Three Stories Wood Floor 16" 16" 2 No. 5 Two and Three Stories Hollowcore Floor 16" 18" 2 No. 5 Monolithic Slab -on -Grade Interior Footings One Story 8" 12" 2 No. 5 Two and Three Stories Wood Floor 8" 16" 2 No. 5 Two and Three Stories Hollowcore Floor 8" 16" 2 No. 5 NOTES TO TABLE 203A: 1. Footing sizes are based on uplift requirements. See also 203.1. 2. Specified footing dimensions are for exterior and interior footings. 3 For nonloadbearing interior concrete or masonry walls. Use the same size for interior footing as required for a one-story building. Interior foolincs are not required for nonloadbearing frame walls. 4. Thickness (T) includes slab at monolithic foundations. 1997 SBCCI Standard for Hurricane Resistant Residential Construction(c) 17 SHEATHING CLIPS - HUGNES METAL CLIe S)1 PW58, TWO CLIPS PER EACH TRU55 S OVERASLB �E FELT LAN p SYSTEM 1/2' PLYUID. SHEATHINGNGINEERED HURRICANE ANCHOR TRU55ES (5EE ROa FR4MWj)' O.C. EDGE AL DRIP - LR-30 INSULATa 2X6 SUB FASCIAWRAPPED IN \"j1/2' DRYWALL ALUM. POURED BOND 5F,AM ALUM. VENTED SOFFIT (U'S BAR CONT. V CLIP N.T.S. 3/4' P/T FIRRING l,^jFlip 3/8' OR 5/8' THK 3/4' FOAM INSULATION SKIP TROWEL STUCCO FIN1514 I --1/2' DRYWALL POURED CONC. CELL WI(l) '5 BAR CONT. FROM POURED BOND BEAM TO FTG. W/ BEND AT TOP A MIN. OF 10' AND OVERLAP AT STM. DOWEL A MIN. OF 25' GRADE f� (2) 15 BARS CONT. 8' CONC' BLOCK, (TYP) I 3/4' WOOD BASE ,-- - 4' CONC. SL=- = I / W/ 6X6.10/10W.W" . FIE INF. �- 6 MILL V:;POR BARRIER 18' CLEAN, WELL COMPACT D, TERMITE TREATED FILL (TYP) WAL I SECS" I ON 5-ALE: 3/4' = I'-0' ,. M,ASO,NRY — CHAPTER 2 FIGURE 203E CONTINUITY OF FOOTING AND FOUNDATION WALL, REINFORCF'MFNT 25" DOWEL LAP MIN. 1#5 OR 2#5 IN GROUTED CELL CONCRETE SLAB ,CONCRETE SLAB r r DOWEL EMBekMENT FLOATING SLAB SEE 203.3.2 2#5 CONTINUOUS N. 3" MIN. COVER W _ ON REINFORCEMENT (1 1/2" IF FORMED SURFACE) HEADER BLOCK FIGURE 203C STEMWALL FOUNDATION WITH SLAB -ON -GRADE 18 1997 SBCCI Standard for Hurricane Resistant Residential Construction© VASONRY - CHAPTER 2 205.3 VERTICAL REINFORCEMENT 205.3.1 Corners: One No. 5 bar shall be provided in each corner, including interior corners and corners created by changes in wall direction or offsetting of walls such as at projected bays and inset porches. 205.3.2 Openings 205.3.2.1 Concrete Walls: One No. 5 bar shall be provided on each side of openings wider than 12 inches. 205.3.2.2 Masonry Walls: One No. 5 bar shall be provided on each side of openings wider than 6 feet. Two No. 5 bars or one No. 7 bar are required on each side of openings wider than 12 feet in buildings in 110 mph zones and in buildings wider than 40 feet in 100 mph zones. 205.3.3 Girders: One No. 5 bar shall be provided at all locations where girders or girder trusses bear on masonry walls. 205.3.4 Shearwalls: Vertical reinforcement shall be provided at the ends of each shearwall segment in accordance with Section 205.5.5 of this standard. 205.3.5 Spacing of Vrtical Reinforcement: Vertical reinforcement shall be provided for the design windspeed specified in Table 205C or 205D as applicable. 1. For spacing of reinforcement at continuous gable endwalls, (See 205.4). 2. Reinforcement shall not be required to be spaced closer than 4 ft on center. 3. Vertical reinforcement used in conjunction with precast bond beams shall be spaced the same as for masonry bond beams unless other spacing is substantiated by the beam manufacturer and approved by the building official and shall hook into the precast beam in accordance with 205.7. TABLE 205C 4,5,6 SINGLE -STORY VERTICAL WALL REINFORCEMENT SPACING AND BOND BEAM REQUIREMENTS 90 mph 100 mph 110 mph Building Width 24' 36' 44' 52' 60' 24' 36' 44' 52' 60' 24' 36' 44' 52' 60, Bond Ceiling Maximum Wall Reinforcing Steel Spacing, ft. Beam Ht. Height 6" Concrete or Masonry 8' 8' 1of 8 8 62 62 8f 62 42 42 42 6 42 42 43 43 10' 8f 6 62 62 42 6 62 4 4 43 4 42 42 43 43 12' 8' 10f lof lof 101.2 10f,2 81 81 81,2 8f,2 8f.2 8f 81.2 62 62 62 & 16' 10, 8f 8f 62 62 62 6 62 62 62 42 4 42 42 »2 43 8" Concrete or Masonry 8' 12 8 82 62 62 8 82 62 63 63 82 62 42 42 42 10, 10 8 82 62 63 8 62 62 63 43 62. 62 43 43 43 8' 12' 8 82 62 62 62 6a•2 62 63 63 43 4a,2 4a.2 43 43 43 16' 4a,3 40 4a.3 4a,3 4a,3 4a,2 4a,3 4a,3 43 43 4e,2 4e.3 4e.3 NP NP 20' 42 42 43 43 NP NP NP NP NP NP NP NP NP NP NP 12' 8' 329 189 189.2 189.2 169.2 18h 16h 14h•2 10,2 12h.2 1of 101.2 101.2 8c3 8c.3 & 16, 10' 121 10C 10c,2 t0c.2 10c,2 8d 8c,2 8c.2 8c.2 8c,3 8c.2 6a.d,2 6a.d.2 6a.3 6a.3 12' 8a,d 8a,d.2 8a.d.2 8a,d,2 8a,d,3 6a,d 6a.d,2 6a,d.2 6a,d.3 6a,d.3 0.2 0.2 0.3 4b.3 0.3 16' 4a 4a.2 4a,2 4a,2 4a,2 4a,2 4a.2 4a.2 4a.3 43 4e,2 4e.3 4e.3 4e.3 NP 20' 4e.2 4e,2 4e,3 4e.3 4e,3 NP NP NP NP NP NP NP NP NP NP 205.3.6 Duplication: Reinforcing steel requirements are not additive. A single reinforcing bar may fulfill more than one requirement. For example, a single bar will satisfy the requirements for a bar at the side of an opening which occurs at the same location as a bar required by Tables 205C and 205D. In all cases, the most stringent require- ments shall be applied. 205.3.7 Wall Reinforcement Summary: See Figure 205N. 205.3.8 Connection: For information regarding the connection of vertical wall reinforcing to footings and bond beams (See 205.7). 26 1997 SBCCI Standard for Hurricane Resistant Residential Constructionc w Rafter and Truss Connections MTW20 RT10 --,Z Uplift = 1055# Uplift = 585# RT16 F I = 170# RT15 Uplift = 950# \ F2 = 170# Uplift = 530# F I = 645# F2 = 650# RT15 Uplift = 530# F I = 500# F2 = 300# RT7 !` Upli = 585# F,f = 170# f 'f2 = 170# SPTH4 MTV" Uplift = 1470# Uplift = I RTZ O Uplift = It 05# Studs / rafters aligned r Note: When rafters and stud spacing are equal, uplift and lateral loads may be transfered MTW12 X city from the rafters to the studs.. Uplift = 1055# RT3 Uplift = 475# F I = 150#. F2 = 150# F I = 500# F2 = 300# SPTZ4 Uplift = 895# F I = 560# F2 = 260# RT10 Uplift = 585# FI = 170# F2 = 170# Masonry Walls to Rafter or Truss LTS19 ETA20 Uplift = 1 Uplift = 1500# FI = 395# F2 = 395# — RT7 Uplift = 585# F 1 = 170# .F2 = 170# RT1 G Uplift= 9500 " FI = 645# F2 = 650# MSH21 8 Uplift = 2585# SP series washer Stu cs7 rafters taggered Note: When rafter spacing differs from stud spacing, transfer uplift and lateral loads by la5- tening ratter to both top plates and then fastening both top plates to the studs. RT7 Uplift = 585 F 1 = 170# F2 = 170# HETAZO Uplift = 1890;1 F I = 400x F2 = 335 HTA4 Uplift = 420C4 F I = 1200; F2 = 3400z (loads per pa , ROOF SHEATHING ATTACHMENT SHEATHING NOTES: ROOF SHEATHING TO BE WOOD STRUCTURAL PANEL RATED SHEATHING OR BETTER, EXPOSURE 1 ROOF SHEATHING SHALL BE 7/16" THICKNESS OR GREATER. ROOF TRUSSES ® 24" O/C MAXIMUM. TRUSS TOP CHORDS SHALL HAVE A SPECIFIC GRAVITY OF G=0.46 OR GREATER. NAILING PATTERN: ZONE SPACING T 12" O/C MAX. IN FIELD, 6" O/C MAX PANEL EDGES. T 6" O/C MAX. IN FIELD & AT EDGES. NAILS SHALL EE: 8d COMMON FOR 7/16" & 15/32", 10d COMMON FOR 1/2", 19/32`, ANC 5/8- SEE ALSO SHEETS 100.7, 100.11, 100.18, 100.19, AND '.00.20. FOR GABLE END REOUIREMENTS GUIDE TO CONCRETE MASONRY RESIDENTIAL CONSTRUCTION IN HIGH WIND AREAS. 1997 100.17 Ex I'S� I,N� W us ' F e 7''y LINTELS ups 6" & 12" recessed U lintels are available by special order. 2' 10" (34") 4'Off (48") 5' 4" (64") 6' 6" (78") 8' 6" (1021 10' 6" (126") 12' 0" (144") 14' 0" (168") 14' 8" (176") 17' 4" (208") 21' 4" (256") 24' 0" (288") 8" PRECAST W/2" RECESS DOOR UNiELS OVERALL LENGTH RECESS LENGTH 4'4"(52") 3' 0„ (36") 3' 4" 7-.(40"� ,. 5' 8" (68") 4' 4" (52") 4' 8" (567) 6' 8" (80") 5' 4" (64") 5' 8" (687 7' 6" (90") 6' 4" (76") All lintels exceed the performance requirements of all applicable building codes. 3' 6" (42") 4' 6" (54") 6' 6" (78") 9' 4" (112") LGII PRECAST U UNiELS 3' 6" (42") 4' 0".: (48") 4' 6" (54") 6' 6" (78") 7' 6" : (90") 9' 4" (112") I 4" (136") 12'.0": _ (144") 13' 4" (160") 14'.,0" :, Q 68") 17' 4" (208") 3' 6" (42") 4' 6" (54") 5' 10", (70") 6' 6" (78") 7' 6" (90")� 9' 4" (112") 10' 6" Q 26") — 11' 4" (136") 12''0"` Q44") 13' 4" (160") 14' 0" (168") 17' 4" (208" 72 CROSS SECTIONS 8F32 8F28 8F24 SAFE LOAD TABLES 8F20 eve mm 8F12 AST- OMT41 GRAVITY UPLIFT LATERAL LENGTH TYPE BUB BF8-0B 8F12-0B 8F16-09 8F20-00 8F24-08 8F28-0B BF3 -OB 8F8-IT 8F12-IT BF16-IT 8F20-IT 8F24.1T 8F28.1T 8F32-IT 8F8-18 8FI2-1B 8F16-1B 8F20-)B 8F24-1B 8F 8- B F3 -IB 8F8-2T I OF12-2T 8F16-2T I 8F20-2T 81`24-21 BF28-2T 8F32-2T 8U8 1 8F8 2'•10" (3qQ") PRECAST 2301 3166 4473 039 7526 9004 10472 11936 2727 2784 3981 5190 6407 7630 857 2021 2021 3'•6" (42") PRECAST 2302 66061 7192 3166 44 33 6039 7526 90p4 lOd7O2 1 936 2165 2215 3165 4125 "1 7036 12S 1257 4'•0" (48") PRECAST 2029 Yt;i 4438 9004 44973 6039 7526 10472 111936 1878 1925 2750 3583 4422 5264 6110 936 938 4'-6" (54") PRECAST 1651 2170 4027 6039 7526 9004 10 772 966d8 660 1755 24435 3171 39133 4658 5406 727 727 5'•4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1393• 1484 2110 2741 3375 4010 4648 1000 096 5400 6424 74 1393 1437 2050 2670 3293 3920 4549 `OS 05 5'-10" (70") PRECAST 472 )000 1059 1059 1474 147d 1889 2304 2721 3131 1272 1 557 1930 2505 3084 3665 424J 1459 2464 7144 5458 4a37 5280 6122 1272 1315 1875 2d41 3010 3583 4157 416 418 6'•6" (78") PRECAST 937 1733 12 1255 2101 3396 5260 7134 8995 6890 1141 1182 1684 2192 2703 3216 3732 701 987 7.6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 959 9l2 1475 1914 2354 2797 3240 1029 1675 2610 3839 5596 6613 047 990 1029 1466 1907 2351 2797 3245 591 657 9'•4" (112")PRE(ASi S73 632 10a9 1469 1210 1482 1754 2027 801• 612 980 1269 150 1652 2144 768 1212 1B18 25d4 3a69 4030 3127 BOl 755 1192 1550 1910 22n 2634 45a 630 10'•6"(126") PRECAST 456 482 802 1125 915 1122 1328 1535 716• 498 793 1027 1261 Id96 1731 658 1025 1514 20B1 2774 3130 2404 716 611 1039 1389 1711 2034 2358 396 493 11'-4"(136")PRECAST 445 598 935 1365 854 2d45 3155 044 666 535 905 1295 595 896 2198 363 556 12'•0"(144")PRE(AST 414 545 864 25d :689 2074 1570 1818 601• 400 631 816 1001 1186 1372 555 864 1254 1693 221) 2832 3590 631 486 818 1209 1514 1799 2086 340 194 13'•4"(160°)PRECAST 362 427 726 1028 1331 1635 1224 1418 500• 340 532 686 841 997 1153 485 748 1076 1438 1855 2343 2920 573 409 682 1004 1367 1637 1897 302 398 14'•0"(168")PRECAST 338 381 648 919 190 462 1087 1260 458• 316 493 635 77B 922 1065 - 700 1003 1335 1714 2153 2666 548 378 629 922 1254 1567 1816 286 30 14'-8" (176") PRESTRESSED N. R. -N R N R N R N R N R N. R. N.R 243 295 459 591 724 857 990 465 765 1370 2045 2610 3185 3765 243 352 582 852 1156 1491 1742 N.R. 357 15'•4" (184") PRESTRESSED N.R. N R N R I N R V R N R N R. N R. 228 278 430 553 677 801 925 a20 695 1250 855 2370 2890 3410 228 329 542 791 1072 1381 I676 N R 327 17.4" (208") PRESTRESSED N.R. N R N R N R J R N R N. R. N R. 188 236 361 464 567 670 774 310 530 950 1400 1800 2200 200 188 276 449 649 874 1121 1389 N.R. 255 19'•4" (232") PRESTRESSED N.R. N R N R N R N R N R N.R N R 165 207 313 d01 490 57g 667 240 400 750 1090 1400 1720 2030 165 239 383 550 736 940 I10 NR 204 21'•4" (256")PRESTRESSED N.R. N R N R N R V R N R N R. N. R, 145 186 278 356 433 512 590 183 330 610 940 1340 1780 2110 142 212 336 477 635 807 993 N.R. 172 22'•0" (264") PRESTRESSED N. R. \ R N R N R N R N R N.R N.R. 140 I80 268 343 418 493 568 160 300 570 970 1250 1660 1970 137 205 322 457 07 771 p47 N.R. 161 24'-0" (288") PRESTRESSED N.R. N R V R N R V R NlR N. R. N R. 127 165 244 J12 380 4d7 515 130 240 1 470 1 720 1030 1350 1610 124 186 290 1 408 538 680 833 N f<< I ' 35 73 Addy ioN ON rWIki ROOM W�ll Sc-hEdulc rrk (Z) )6,1 C3) 6 �GL 01 0 wCAI 00414S SpACLd so 4hA4 NO polNf pt0 iS MORE +hAN to" f;kOM vujk+ � �I��� e 000M dooR, both Sides, NN evrA 1z" PINN c�> s dL-R qll 4 IN IMI, l I N E 1 pouK 501' mats (oeAR A+ ItAs+ 4 1/ 1 1 a, tws �ORQEMCNI CKh tNd: �4j 'Re�� � ��d �R �c�►�� -- --____ �► . � 3�' �, ., s ONE bAp, NUMBER 5 SEE DRiIi Epoxy TE WAII UERy SIX+E.EN IMC 1E5 A i+h WAI l T'es I i Two BAR NumbE s+EI.1 ' Kati I) Toa JouNJA lom lLoJ .4 r" DoorCraft® WOOD EDGE WOOD EDGE GLAZED INSULATED STEEL DOOR INSWING 6-8 UNITS W/ & WIOUT SIDELITES 1 ULN-RAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLOP,ID�+ BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3, PRODUCT ANCHORS EMBEDMENT TO BASED MATERIAL SHALL BED SPACED AS BEYOND OWN N SHALL BE AS BEYOND DETAILS. AN WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS SYSTEM DIES NO__ T .BEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART) 6. THIS' SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIGENTiAI INSULATED STEEL CCCR (Common" to all frame conditions) Fa3_sh=e 24 ga. (0.021') minimum thicXress, I - 620 with XCQ per ASTM r Galvanized steel A-525 commercial Guel;ty yield strength Fy(ove.)=47,575 psi. Core design: Expended polystyrene with 1.0 !c 1.25 lbs. density, by Jeld-Wen, Ponel fonstruct&n_A glazing: The active cnd inactive perels cre constructed form 24GA. (0.021' min.) galvanized steel. Tne face sheet top and bottoms are bent 90' over the top and bottom roils. The too rail consists of LVL measuring 1.67' x 1.042'. The bottom roil is roll formed 0.021' galvanized steel measuring 1,67' x 1.21'. The sides of the fete sheet are roll formed into the LVL latch stile and Ponderoso Pire hinge stile which measure 7.67' x 1.0�. The inferior Cavity is filled with polystyrene. The face sheet is glued to the polystyrene. The Panels are routed to receive the ODL (HP Polypropylene Thermo fil-P6-3OFMO391) lite frame. The units are glazed with 0. i25' tempered glass or 1.0' ins. gloss. The lite frcmes cre secled with OSD glazing compound on the exterior. Sash Construction & Dazing: The sesh is constructed from 24GA (0.021' min.) galvanized steel. The edges of the face sheet are bent 90' over the poly- w with styrene core and and glued to it. The sashes cre routed to receive the ODL 0. (HP Polly2prap lone Thermofil-P6-3GF110391) lite frame. The units cre glazed sith eated with OSDpelazinglacompound.ons'hee ez erior.ered glass. ire lite frames are Frame Construction: The frames ore constructed from Penderoso Pine jambs measuring oix 1.25'. The head jambs cre mortised and butt joined to the side lambs cnd ottcched with 16GA. 2' x 7/16' crown wire stcples. The units use a slope adjustoble olurninum threshold mecs. 4.562' x 1.173'. The threshold is attached to the frome with (3) 169a. 2' x 7/15' crown wire staples. .5 r PQ FRAME 36,625' MAX. 36" PANEL WIDTH PANEL W/ASTRAGAL n � 0 '0'21.125" r21.l O MAX. MF -' D.L.O. D. WIDTHS W1[ < y e y i CV �i q � y IIN -ACTIVE y AC INSWI�D'UELET GSEE DETAIL SHT.3 37.5" OVERALL rPA"4NEL FRAME '��IDTH 36" MAX. r WIDTH PA y i �- �21.125 1 ; MAX. ` D. L O. -, MOT `-IV c E y I .111-z�l 0 � w IN� !NSWIN, ULl`_ TABLE OF C0NTE, T S DESIGN P SHEET DESCRIPTION zc*:Es' NOTE: w1!E"1 USED IN iT.GFi rfloC.T' r,llRRtCNrE Gv+Cf'r :A 1 N R N T AN TYRI A I ATI N LPM mulm oKr a ux�nas ID 2 V RTI R r TI N PI F MATFRIA it su atssnaw i.s. uLW 6 +� u t 3 HORIZONTAL CROSS SECTIONS 4 H RIZONTAL CROSS SECTIONS & NOTES U11 N11 IT11 TYPE ��, 5 ANCHORING LOCATIONS &DETAILS SINGLE be DOUBLE W/OUT SU�..,CE BOLTS C'i 6 I ANCHORING LOCATIONS & GLAZING DETAILS SINGLE & DOUBLE WITH SUR=ACE BOLTS ON , 7 UNIT COMPONENTS 10TH „ 70" OVERALL K. MAX. FRAME WIDTH 15.5" MAX. DTH r 36 ` MAX. FRAME WIDTH d I PANEL DWIOTH PANEL WIDTH I Ld =a W p 4 W a ¢ 6 " MAX. _ o � D. L. 0. �to �n fV w Z - o co � l y y21.125" MAX. D.L.O. y WIDTH, 6 y l/ O 1 4 � w Z o J W o � a 6" MAX. Uj 0. L. 0. W (V O 0 0 co ALL (3) e S e SINNSNNG FROMITINTE ORED UNITI 707" OVERALL MAX. FRAME WIDTH -----j 36.625" MAX. 1 I 15.5" MAX. SAX. PANEL WIDTH W/ASTRAGAL 3 6 " MAX. PANEL WIDTH. I I FRAME WIDTH 14" MAX. I, WIDTH dl PANEL WIDTH MAX ). L. 0. I i g I I I -21.125" y21.125y MAX. MAX. D. L. 0. D.L.Q. ' WIDTH WOTIH 6 O 1 y y N-ACTNE j ACTIVE a GSEEDETAIL A SHT. 3 RATING xc4 rrwr rK max w,-, D# r>c mcr or armor oe aAy,w f " A rA IS OMCMD rD ACCEPT WMq ► tM0J ,K POSITIVE NEGATIVE 'ANEL +50.Opsf—50.Opsf ,NEL +65.Opsf—65.Opsf F— W O � J W oz C 6 " MAX. W D.L.O. to Q N ... to � X cp � 0 i G0U8LE W/510ELITES INSWING UNIT Ajijjru%cJ as cull,,,! Hutid., tuidin • C(i L) Atiawl 1)jdc Ynxtu, Ilio ' n j cc Z(o `t (X: o Z =?co LU N 2 C3 •► W M U a. 0 oCL OW Zt/r LJ W � U' O tW� `C V W c� 3 cr 0 0 3 � II (W8UILOING I�CONSULLWTS, INC i 813.684.3331 CAM 12/14/01 SCA.E: N T S %%ittl the cwc. Err: N+LN - ;tItI�U1 CHK. BY: RW !,RAwINC NO.: ,) S-2195 SHEET 1 cF 7 °. c a 3 D OSS-SFCTION H ITEM I DESCRIPTION MATERIAL 1 IUOQR. WOOD EDGE 1,75 THK. 24GA. 1 MIN.STEE 2 IHEAD JQ8 1 1 4 x 4 9 15 PONDEROSA ANGER JOINTED PINE) PINE HINGE1 4 x 4 o IN 4 SiOWTE 3DWX--A-V-rn14 x 4 I 47 x 4 BUTT HINGE 12 a..09 HAG 6 #9 X I PFH WOOD SCREW HINGE TO DOOR STEEL DOOR LATCH LVL SiCE STILE 1.67 x 1 LVL 8 IWOR PANEL 801"TCla RAAL 1.13 x 1.21 x .021 THK. MIN. M STEEL 9 CLAZ!NG COMPOUND COW 1199 SIUCCNE 10 1 COMPRESSION WEATHMSTRIP (SCHI EGO -LOW M 650 FOAM 1 1 IDOOR PANEL W000 TOP RAIL 1.67 x 1 LVL 12 1114' x 1 31,9' W--PD V1,11r ION rAP WOOD 13 MR HINGE 1Y000 SIDE STILE 1.67 x 1 WOOD 14 ,410 x 1 3 4" PFH WOOD SCREW STEEL 15 IWOOD LOCK BLOCK 1.71 x 4.0 x 12.0 WOOD 16 116Gk BRAD TRIM NAIL 1' L. STEEL 17 1 EXPANDED POLYSTYRENE 1.0 to 1.25 lb. OENSITY BY JED-WEN FOAM 18 INOT USED - 19 2x WOOD SUB BUCK WOOD 20 1 SHIM MATERIAL .25 MAX. THK. - 21 1 KWIKSE 400 SERIES KNOB - 22 1 KWIKSE-Ii TITAN 7CO SERIES DEADBOLT - 23 INSWING AAIUSTABL THRESHOLD .051 WALL BY PE.WCO - 2i 1 4 8 x 2" PHILL. FLATHEAD WOOD SCREW I STEEL 2" 1 ' 8 x 2 i 2" PHIL L. FLATHEAD WOOD SCREW STEEL 26 JASTRACAL EXTRUDED ALUM. WR681 AN.NL1. 4MOCn' // ALUM. 27 INS-MNG 'AMYL DOOR 50T IOU SWEEP VINYL 28 JIVES SURFACE BOLT 4�4 8.0 L x .25 THK. STEEL I - 29 SILICONE CAULK (CRL LAWRENCE 33C) SILICONE 30 1GL.A2lNG COMFOI'NO (CEO BY OOL SILICONE t 118 x 1 PHIWPS P l,hEAD # CO SCREW ASTW.AL WREW TO XCRT I STEEL 32 L3 8" x 3/8' 1 /-" ROUND SIOELITE STOP L WOOD 33 1 4-20 SEX BOLT w i 4-20 FEMALE ENO x 1 3 4 L I STEEL 3i ISCHLAGE KNC8 Sc rr �F51 - 35 ISCHLAGE OEADEOLT 2360 1 - 36 (INSWING SIDEJTE :OT OM SEAL ( VINYL 37 11 /8" TEMPERED GLASS BY PPG I GLASS 38 ILA FRAME 1 8 GLASS XCL HP PCtYPRCP. THERJIQFiL-P5-30FJW91 1 POLYPROP. 139 IS1�EL SiDEJTE PANEL 24GA. .021 MIN. STEEL STEEL 1 i 2 P(ASCREH(LITE FRAME STEEL 41 11 INSULATED icMP=QED GLOSS I - i2 IYALE KNOB HE=IrAGE SERIES I - I 43 IYAL` DEADBOLT HERITAGE SERIES I - ti IUTt rr.-JME 1 CJASS (CC, HP POLYPROP. THER.uCF)L-P6-XF)d0391 - -5 lfQ x 2 PHILUPS WCCO SCREW ( STEEL 46 1 4 x 2 1 2 TAPCCN STEEL a7 16CA_ SPAD TRIO -V.,L 3/1 L ( STEEL i8 13 4 Tr-.X. x 4 9/15 Cam? PRESSURE TREATED REINFORCEuENT W000 i9 NOT USD 50 LATCH "' M? 1 1/4x 4 9116 PONDEROSA FINGER JCINT'D PINE I PINE 51 1 10 r 1 PHILL'PS FL1' AD WCGO SCREW STEEL 5� I>< 0 z �lwplz a'---D 'WCCo SC%e"�1' 1 STEEL J \ly ru.cd::i cu4uiilvin;: With the FivricJa IlviJing Cock I)JIe ( Z N0AAl M1liwtl Dide Yrtx!ud Coi 3fro) Di�uiuo� ,/ d- 2 CC ZN n � CC to 2 _Z c'j u C 2 T oto ^� 3 M U Q- O o� Z to Z _ O J pCZI WC WCC 66 F- U �- N U O CZI\ Q Q J Um U 03. 0 � c 0.5 O 3 c a 3 c I � �-7C�10-1 ti c oW Q G' ?Ull.firNC CCNSULTA:.'S, INC 813.68-'.3831 c..r,E: 12/ ; 4101 SCALE: Ts C.K. BY: R W QR.AWING NO S-2195 SMEFT 2 OF 7 1 i SEE NOT- 2 z I CPII. 4 =;C7F?iGR INT�,RIr,R � c J '7 N o SEE GLAZING � DETAILS SHT. o c l . 7 5 " MIN. ZA-4-E-L INK. SEE NOTE 7 SHTL 4 Sc"E NOT` - �•' .. 17 SEE NOTE 2 SHT. 4 Ci J W 1 si IN 7 F R'r a r „-�.. 3 �V WO N t CLrS o / 0 P,-.`:=L THK. I - 1 RTICAL CR .SS -SECTION _ 2 , vERnr _ DCCR PA..; JEL SIOE_I'= + -I T I 1 'l C.4" ljou L KI fV 11,I n SNT. 4 3 HINGE JAMB TO BUCK OPTIONAL SURFACE BOLTS SEE DESIGN PRESSURE CHART Aplirived as complyiag »Itb the Flur.Ju llulding S c Uitr K0A;l Miami Wdc llruduct ca 1 Di ioa ar 1�• •c O Z a) 0) U Q CCo z3o04 =Z 3 2 �r � N J J '— C`') U a. O Gr OQ- Z p vi �W=Z Uuj � ¢I= U W c O W W � N x u 0 O O= a a 3 a I111o�m TVBUILDING )NSULTANrS. INC 813.684,3831 cArE: 1 2-1 o 1 scxE: NTS owc. er: VILN CNK. BY: RW DRAWING NO.: S-2195 sN Ev _,L or 7 SEE NOTE 2 SHT. 4 e O L INACTIVE z= 31 15 SEE NOTE I 7 SHT. 4 1 a INT- RI ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) e.0' L. x .312- Ora 0 TOP & (2) &0' L. X .312' OIk 0 Borrow I Hoq!zotral CROSS sEr-Tio,,1 3 AT ASTRAGAL SEE OESIGIV PRESSURE CHART 3HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK At ., SEE NOTE 8 SHT. 4 12 16 48 3 4 14 � LKLERIOR O 25 N 29 SES NOTE- 5 ' 3844 T. 38 'n O r\a k U < w z i 10 ' 37 ? ��N 2 Z 6 a w = d t Q N ''::� LIJ . I •I. cc -5 c') U CL F•� � 13 39 Z N 1 7 13 6 14 40 12 o a = z 32 SEE NOTE C " o �^ �^ 40 I I �' S SEE NOTE 6 47 2 SHT. 4 ow z ono SEE NOTE 2 SHT. 4 -' 3 Qo c� z SHT. 4 SEE NOTE 3 Z m SHT. 4 C) V) 0 0 2 RIZONTAL CPOSS k 5' MIN. 20 4 AT SIDELITE TO HINGE JAMB, TYP. 0 c p W Ema. 15• MIN. SEE DESIGN PRESSURE CHARTa. o o r\ =N c COUNTERSINK 3 CL 3 Y ��= d it ~ � J N W �� ^ z 0 29 38 viN IW W j o .�. �` I Y r— b o N w 41 2 N ? CD 17 2 Vccl ! O O � 1 ^+ O Z 4 47 SEE NOTE 3 40 SEE NOTE 2 N v SHT. 4 Sr11. 4 TvaUILOING .25' MAX. SHIM 7)-1K. 32 SEE NOTE 5 SHI_• 4 CONSULTANTS. INC 813.684.3831 (2�HORI?ONTAL CROSS SECTIG'I 4 AT - SIDELITE TO 6UCK. TYP, oArE: 12 i 4 01 SCAv_E: ; . T. S. Aplirv%ca as complyia;.Mich be owc. aY: 'rVLN FWrida lhildin Code Ualr KOALA CHK. V: RW OR^wnNC NC.: Nluwl Uadc P`tAuct Con 1 Uy iaiou S-2195 SHEET 4 0: L SEE NOTE 8 SHT. 4 SEE NOTE 5 SHT. 4 EXTERIOR SEE NOTE 2 U U SHT, 4 SEE NOTE 3 SEE NOTE 6 2� SEE NOTE 4 IN T RI SHT. 4 SHT. 4 SHT, 4 1 HORIZONTAL CR T1 `J 4 AT S_IDFi ITF TO LATCH JAMB. 7�=, SEE DESIGN PRESSURE CHART V Z� Nv) V to J W Z N W O 41 37 4o Sl= NOTE 2 SHT, 4 NOTES: 1. SPACING FOR #8 x 1 " PFH SCREN ATTACHING THE WINOJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0", 3.0', 5.0' 19.0 FROM THE BOTTOM UP: 1,0 10', 5.0', 20.0" k 38,75'. 2. SPACING FOR J8 x 1 1/2" PLASCREr4 IS AS FOLLOWS: TOP Cc .3077OM; (2) SCREWS 3.0' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0', 13.0', 25.0', 39.0', 52.0" & 63.0 3. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END 8c SIX MORE EQUALLY SPACED 0" THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE j8 x 2 1/2_ PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO i•-E JA.VB AND SIDELITE JA.IUB AT THE MULLION USE y8 x 2. * PFH WOOD SCREN. 5. SPACING FOR J8 x 2.5" PFH W00D SCREN ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS, 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULUON. 6. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICCNE CAULK ON THREE SIDES do 3/8' x 3/8" 1/4 ROUND do BRAD TRIM NAIL x 3/4' L 7. WHEN , ATTACHING THE HINGE TO THE JAMB AND BUCK USE # 10 x 2' PFH WO00 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE # 10 x 1 3/4' PFH WOOD SCREW. 8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM # 16 A E74 C— C- ,4 3" 6.0" -3" 3 --j I I �6.0"�6.0_ --{ ir r-, I—: SEE DETAIL J SHi 5 L Lwl�—uc TYR. TYR. �TYR. - 3.0" 3.0" SEE NOTE J 5 SHT. 4 TYP. C p TYR. 46 I I r J.O- I�0-� LLI4 o TYPI I 46 f 6.0 " -i --1 I— 6.0 " :a SINGLE DOOR W/SIDEIITES ANCHORING LOCATIOI,IS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE MASONRY DEEP ENOUGH FOR A 2" THROVI All K WINDJAMBER ASTRAGAL RETAINER BOLT HOLES & OPTIONAL SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIKE PLATE SEE DETAIL r 5 0 Q~ o S ? Z 0 H�3 �V)vi �-_j W\ p3' 0 o U z 0 3 2S C r C= 1,22:m i OcIAiL N C �]/f i STRIKE PLATE TO 1/1/' aulLDI"c WINDJA!.IBEF, ASTRAGAL Cc.45Uc7,&mTS. INC 813.684.3831 DATE: 12117101 SCALE: ��. T. S. A;•nrri�cd as cnmptcing with ISe Fbiridu lluiding Code owc. 3y: WLN NOA9_0 . / 51 20 cH«. ei: RW Miinil Ujde Pruducl Co is OFLAWING NO.: ui Wou S-2195 Ur SHEET 5 cF 7 r-- SEE DETAIL "F" SHEET 5 3.0" 6.0" 3.0' 3.0' 6.0" r-- _I C5) 1 I I I I TYF. 3.0 " TYR C 10 s.-- I `* TYR o SEE DETAIL -1-- H SHEET 5 of I @ - } TYR o o � — .f — I � — 7P f I I I I I TY 3.0. �6.0 - �-- --1 F-- 6.0 ' I I �-- 3.0 " 3.0 ---I t-- SEE DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCA.. T ICNS DETAIL G HINGE TO JAMBS do DOOR SEE NOTE 7 SHT. 4 -SEE DETAIL G SHEET 5 0 m — i c ®r, (DI - / SURFACE BOLT STRIKE PLATE DETAIL F HEADER STRIKE PLATES TO J: :!_ WINDJA!aBER ASTRAGAL SEE NOTE 4 SHT . RETAINER BOLTS HEADER STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE L — .11 c , 6' --1 SEE DETAIL J SHT. 5 6" 6• SINGLE DOOR AN^H'ORING LOCAT10,`IS 41 .125" TEMP. GLASS r XTERIOR .75 AIR SPACE . 125" TEMP. CLASS STEEL INTERCEPT INTERI ? .::ER LASS GLAZING OF7AIi DOOR PANcL OPTIONAL I" INSULATED TEMPERED GLASS cc SEE DETAIL Q -,. G SHEET 5 Z. C'4 t\ � 0) r` i U <CCo i �W Z =Oo J `a Lo e� p C\j uj O I O� 0Lj O� � O O W 1— cr o C� Z Z _ N _ U�� o\ CC� I �lo3,h z 0 I I � LrCL 3 ' Iz m a C) CV O CV O o n� 0 0 Ihl _ Q �j l��UII.DINi. CONSYULTAN'S. INC 813.684.3831 Ogre 121 i 7101 scuff: ^,.i.S. 1! ro�Cd as Mcplying wilt the F I nJ • 1'u:dl��� Code Owc. BY: WLN CHK. BY: RW D�le_B p M-11l UWJc I'rWuct "a 1 U i.ivu S-2 i 95 sH 6 Cr 7 SEE NOTE 3 SHT. 4 3" .3 6" 0 3 .. -- j I 1 3 6 3 3" —1�--- 3- I I 1 1 I I I 0 5 TfP. TYP. TYTYP -r' P. _ - � - - n 0 ^ �n SCE DETAIL - _ _ H SHED i 5 n SEE f,10TE 5 SHT. SEE NOTE T 5 SHT. 4 o 4TYR L I L - TYP. �� = I � o I _ i 6b i I I I I ► T fP. I I I► 7YP. I I I I r l I 3 i 3- 3" it 1 I 3, 6 I —i i— 3" I �F-- 6. 3" 0 SEA DETAIL "K" SHT. 5 nni p - D00P W /51C)E I T = S ANC"ORtrrG ► OCAnO`�S G � Y INTr RICP ------! .5 " GLASS SITE (3f A71NG DETAV FOR DOOR PA� SEc & SIDELITES 1/8- TEMPERED GLASS . b �` . q �.125" T FRAME ODL POLYPROPYLENE OFIL-P6-30FMO391) IIT- FRAME ODL P POLYPROPYLENE ?MOFIL—P6-3OF M0391) " GLASS FIRMA DRILL TRU V \ _� FOR A #8 PFH WOOD OP,ILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL ASTRAGAL HAS (2) 8 .0' L. x .312" OIA. BOLTS 0 BOTTOM & (2) 8 .0' L. x .312' DIA. BOLTS 0 TOP 26 50 EXTRUDEn A11J1•tl^NlJ!•I RETAINER BOLTS WINOJAf.18ER II WR68J STRIKE PLATE STEEL PLAT" 1.68' —i q 15 611-- 45 .45" 45" INSWING DOOP EO110M 27 SWEEP, E-RRUOED ZLLY .060" THK WALL TYP. �J 0 C 0 CV !;---.097„ x 4 STF FL OCCR .097' THK. STEEL BY HAGER O VARIES /LOCH: USED WOOD LOCK BLOCK- i . 7 t " THK, s A, ;+m,ed si euml+l)in-,"Itb the Fl ridj Vuidin;; Cfxlc Date n u.k;j ,Nli,a+l DaJc 1'+w1uCtCu rul cc O N C) 0) U CC o Z ? to T w-) CO U 0 CC v, Q W C: v, U V to 1 W ,-- w to O U W\'r 03� of cam, cam, 00 �L �I ^ CD w8U1L0lNG CNSaLT,,:+TS. INC a 13.68;.3a31 GrE: 12/14/01 Sc u.L ^t TS o«c. ey: 'NI N CnK. BY: RW oaL��nr+c NO: S-2195 1.67" r-- O1 vL LATCH STILE 1.57" r J U11 nnOR +v? HIiiGE STILE .25' --- C`J (D 1.73 I 00r? c T _ —I EDGE CAP -50, 1) 4.5625 ^` LO \ I t I ,n 2 WOOD FPAM (Ds 4.562" I I �^ o ADJUSTABLE INSWING T,�-4RES.�'OLD W ADJUSTABLE CAP O BY IMPERIAL .05 1 •' 'r%LL T-K. I 4.562_ ADJUSTABLE INSWING T,-RES-OLD �o WISIDELITE B0 r i C!.1 SEAL BY IMPERIAL .051 ALL THK. —, .75..' i 0 N SURFACE BOLT OVES 25" STEEL MODEL :5' •r O I i 1 : —� 140" 525" COMPRESSION WEATHERSRTIP SC'HLFGEL O-LOCI 005 650 (TH. car (;'/R5aJ T- W I Ak PERMIT #.� D CITY OF SANFORD AAAlA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: W HOME PRODUCT'S, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 lbs max. Air Infiltration 0.10 cfm/ifl Water Resistance 6.75 psf Structural Test Pressure +67.5 psf -70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 0 1 -403 51.04 f6r complete test specimen description and data. For ARCHITECTURAL TESTING, INC. ------ L 1) CITY 0 F\ S�'hk N ... R D Mark A. Hess, Technician MARbaw 61244,V 71% /Ell 2 . .--.1 NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD - ORLANDO, FLORIDA 32637 PHONE (407) 240-13SS - FAX (407) 240-8882 IN -PLANT WITNESS STRUCTURAL PERFORMANCE TEST REPORT Report No. NCTL-310-0005-5.1 Test Date: 07115198 Report Date.- 08103198 Expiration Date: 07130102 Revision Date.- 09129198 Client: Metal Industries Home Products 650 West.Market Street Gratz, PA 17030 Test Specimen: Betterbilt, Inc.'s Series "BB16517401 744" Fixed Lite Aluminum Prime Window (F-050 72 x 72). This unit was flange mounted and is "valid for tempered glass only." Test Specification: AAMAIAWWDA 101/I.S.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." Test Site: Betterbilt, Smyrna, TN, all calibrations were performed before testing. TEST SPECIMEN DESCRIPTION General: The test specimen was an aluminum prime window measuring 72-114" wide by 72-114" high overall. The hared lite was glazed to the frame members, providing a viewing area of 69-118" wide by 69-118" high. The frame was of double screw (#8x5/8) butt -type corner construction. From the interior view the left corners were sealed with small joint sealant and the right corners employed gasket tape. Glazing. The lite was interior glazed using 3116" clear tempered glass with a butyl tape back - bedding, a vinyl bulb gasket, and an extruded aluminum glazing bead. The glazing bead was fastened with #8x718 screws every 8". Weatherseals: No weatherseals employed. Weeps. No apparent weeps employed. Interior & Exterior Surface Finish: Mill finished aluminum. Sealant: The left frame corners were sealed with a small joint sealant and the rFgltt*gme•cor employed gasket tape. PROFESSIONALS IN THE SCIENCE OF TESTING IL 7 Metal Industries Home Products Par, No. 2.1.2 2.1.3 2.1.4.2 2.1.8 4.3 4.4.2 * -2- TEST RESULTS Elk of Test & Method hh=ured Air Infiltration - ASTME283 1.57 psf (25 mph) Pass Water Resistance - ASTME547 5.0 GPH/F P W77"-- 3.00 psf No Leakage Uniform Load Structural - ASTM E330 30.0 psf Exterior 0.000" 30.0 psf Interior 0.000" Forced Entry Resistance (see Appendix A for results) OPTIONAL PERFORMANCE NCTL-310-000 -5.1 Pass / Fail 0.285" 0.285" Meets as Stated Water Resistance - ASTM E547 5.0 GPH/FvP WTP= 7.50 psf No leahxWe Uniform Load Structural - ASTM E330 75.0 psf Exterior 0.000" 0.285" 75.0 psf Interior 0.000" 0.285" No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 07115198 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/NWWDA 101 /LS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the F-050 72x72 product designation. �4 Metal Industries Home Products -3- NCTL-310-0005-5.1 Detailed drawings were available for laboratory records and compared to the test specimen at the time of this report, A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES Wayne Breighner Manager, Great Lakes Barry Portnoy, P.E. 5767 Major Boulevard Orlando, FL 32819 WB/amb Ref NCTL-310-0005-5.1 y' 1 Metal Industries home Products NC77,-310-0005-5.1 APPENDIX A Forced Entry Resistance Test Results Test Method: AS7MF588-97, "Standard Test Methods For Measuring the Forced Entry Resistance of Window Assembhes, Excluding Glazing Impact." Test Results Pararanh No. Loads Duration Meas A lc�u)e,d 10.2.4.2 N/A 5 Minutes No Entry No Entry t111110 A MI HOME PRODUCTS - PRIME ALUMINUM WINDOWS - . -r INSTALLATION INSTRUCTIONS FOR "NAIL FIN" PRODUCTS MI Home Products appreciates your recent purchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. This is a quality product that left our factory in good condition — proper handling and installation are, just as important as good design and workmanship. Please follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and loc�ed position and take care not to scratch frame or glass or to bend the nailing fin. 2. Set unit plumb and square into opening and make sure that there is 3/16' + 1116" clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit before any and all fasteners are set. ._ 3. Use # 8 sheet metal or wood screws with a minimum of 1' penetration into the framing (stud). Place first screws (two at each comer) 3" from end of fin. For positive and negative DPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18". Install load bearing shim adjacent to each anchor. Use shim where space exceeds 1/16'. 4. Flash over head and caulk outside perimeter in accordance with code requirements and good installation practices. 5. Fill voids between frame and construction with loose batten type insulation or non -expanding aerosol foam specifically formulated for windows and doors to eliminate drafts. The use of _expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6. Remove plaster, mortar, paint and any other debris that may have collected on the unit and make sure that sash/vent tracks and interlocks are also clear. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could eventually break from thermal expansion and contraction. Clean units with water and mild detergent as you would you automobile. - CAUTION - MI Home Products or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or building codes. The purchaser is solely responsible for knowledge of and adherence to the same. MI Home Products window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes require safety glazing near doors, bathtubs, and shower enclosures. Also be aware of emergency egress code requirements. Corporate Headquarters: ,oil 650 W G�r� FLORMA B. ®. A. F. r West Market St. Gratz, PA 17030-0370 (717) 365-3300 �E���A _ N 2 • : v�� ; ; c{ MAIq TPR lE'i" 117 Ak DOCUMENT CONTROL ADDENDUM #0140486.00 Current Issue Date: 02/15/02 Report No.: 0140486.01 Requested by: William Emley, MI Home Products, Inc. Purpose: A 101 /I.S.2-97 testing of Series/Model 744, aluminum picture window with vertical mullion. Issued Date: 01/02/02 Comments: Florida P.E. seal required on report. Report No.: 01-40486.02 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/1.S.2-97 testing of Series/Model 740/744, aluminum picture window with vertical mullion, and installation fasteners through frame. Issued Date: 02/15/02 Comments: Florida P.E. seal required on all pages of reix)) . Certification (copy �o . oho Smith at Associated Laboratories, Inc. i� i Architectural Testing A 101/1.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.04 Test Date: 10/22/01 And: 10/23/01 Report Date: 02/ 14/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (AT]) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 10 1 /1. S.2-97, Voluntary Specifications for Aluminum, Vinyl (PV() and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www testati.com /S 0VXArrVp.4�r Zooz ,♦ w i \ 01-40351.04 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: DescriLtio Quantit Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center .fin 3/8" diameter hollow I Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded alumiriam. with coped, butted and sealed corners fastened with. two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jaunt.). S1,11' ulae was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed a.turnintun members with plastic keyed corners. The screening consisted of a fiberglass me .1-r and was secured with a flexible vinyl spline. Hardware: Description Quanti Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom nail-. J 01 A0351.04 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.10 cftn/fl 0.30 cfm/ft max. Note #I: The tested specimen meets (or exceeds) the performance levels specirwl :`r: AAMAINWWDA 1011I.S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 (with and without screen) WTP = 2.86 psf See Note #2 No leakapc. Note 92: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 (Measurements were taken on the meeting rail) 22.5 psf (positive) 0.20" max. 22.5 psf (negative) See Note 42 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 701bs Top rail 0.06"/12% 0.501,/100% Bottom rail 0.06 712% 0.50"/100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50'7100% Right stile 0.03"/6% 0.5011/100%, S FE.B.St vA Any ZD o z. - To t i 01-40351.04 Page 4 of 4 N Test Results: (Continued) Paraeranh Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-96 with and without screen) 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 easurements were taken on the meeting rail) ads held for 52 seconds) 45.0 psf sitive) 0.95* W 0.29" max. 45.0 psf (negative) 0.79* 0.29" max. * Exceeds U175 for deflection, but meets all other test requirerrreo: s 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 10 seconds) @ 67.5 psf (positive) 0.14" 67.5 0.16" 0.20" rriax. 0.20" @ psf (negative) max. 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max:. Detailed drawings, representative samples of the test specimen, and a copy of this reportwill be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: -�?� '/�- /,Z--,,, Mark A. Hess Technician MA14:baH 01-403 5 1.04 Allen N. Reeves, P.E. - Director — Engineering Services 740/744 SH & W SERIES - MILE PER HOUR (MPH) MAXIMUM SIZE CHART MAXIMUM SIZES ALLOWED SERIESITYPE MPH ZONE(S) REQUIRED MULLION SINGLE UNIT TWIN UNIT TRIPLE UNIT 7401744 SH OR PW UP TO 140 MPH N/A N/A 63-1/8" X 72-1/4" NIA NIA FIN OR FLANGE FRAME SNG GLZOR INS VERTICAL s„ NIA 53-118" X 72-1/4" 63-1/8" X 72.114" 7401744 SH OR PW FIN FRAME UP TO 130 MPH MULL #V43 SNG GLZOR INS 53-1/8" X 63" 53-1/8" X 63" 740/744 SH OR PW VERTICAL NIA OR OR FIN FRAME #V43 TO 140 MPH MULL 42" X 72-1/4" 42" X 72-114" #V43 ,, _ . SNG GLZOR INS VERTICAL NIA 53-1/8" X 72-1/4" 53-118" X 72-1/4" 740/T44 SH OR PW UP TO 130 MPH MULL ; K. 5. ~.:.. FLANGE FRAME #V83 SNG GLZOR INS 53-1/8" X 63" 53-1/8" X 63" VERTICAL s NIA OR OR 7401744 SH OR PW Up To 140 MPH MULL 42" X 72-114" FLANGE FRAME #V83 42" X 72-114" SNG GLZOR INS HORIZONTAL NIA 53-1/2" X 72-1/4" 32" X 72-114" 740/744 SH OR PW UP TO 120 MPH MULL FIN OR FLANGE FRAME #H431H83 SNG GLZOR INS HORIZONTAL 45" X 72-1 /4" 30" X 72-1 /4" 740/744 SH OR PW NIA WfTRANSOM* WfTRANSOM* UP TO 140 MPH MULL FIN OR FLANGE FRAME #H43/H83 SNG GLZOR INS SELF- 53-118" X72-114" NIA NIA 740/744 SH OR PW UP TO 120 MPH STACKING s..:::> WITRANSOM* FIN FRAME SILL SNG GLZOR INS SELF- f1 NIA N/A 740/744 SH OR PW 48 X 72-114 UP TO 140 MPH STACKING WITRANSOM* FIN FRAMC SILL SNG GLZOR INS MULL #V83 N`, A N/A 7401744 SH OR PW 5s 11& X72-lf FLANGE FRAME UP To 140 MPH HOR20WALLY) SNG GLZOR INS - All Transoms (1, 2, & 3-1-iter) must be continuous frame. nsom height is '743 #iBLta€t 7IiaV�. Rev-18-02 n Trac unit r, must. a Window Im s of i be used n 110 toll. The nombination UP to he maximna l�<st� 'sx+e vted sof the ransom. Bath ._ . Hung & Picture Concrete or Masonry Opening \ T`PGO" L. Ancnor must be of sufficient length to provide 1 1/4" min. embedment' Into masonry or concrete. • 3 C 1 t 2� iu a a Perimeter Caulk, By Others j Jso between Range and buck i Head C a e 3 v a . au K between window flange and buck. a 4. Caulk full perimeter of window. v V V Caulk Between Buck 5. If exact window size Is not given, use anchor quantity for and Masonry Opening next larger window in chart. IEU 4- o' By Others 6. Glass thickness will vary with window size and design load, and must coml with ASTM E1300. y ? wood Buck by others 7. Letter designations on the topcon location chart Indicate where v anchors are to be installed using the elevation as a key. a a 8. All factory applied holes not designated for topcon• should be filled with #8 screws of sufficient Ith, to provide 5/8" min. embedment into wood buck. Y & j TAPCON * LOCATION CHART m cterier COOE W1PIDOW fAS1ENEit LOCATIONS Concrete or Masonry Opening SIZE 512E OP38 TO OP52 LOCATIONS TO OP70.6 ��- outside Dimension 11' MIN. 12 18 1/8 x 25 A. C Perimeter Caulk �PENETRAtioN 13 18 i/8 x 37 3/8 A. C Lzi 14 is1/8x495/8 AA',� A,C Caulk Between 62 A. C A. C 15 18 1/8 x Flange and Buck 16 18 1/a x 71 1/4 A, C A. B, C d ' a' A. B. C a' Flange Type 1/2 32 25 1/2 x 25 A. C A. 1/2 33 25 1/2 x 37 3/8 A C C Window Head /2 35 2525 1/2 z962/8 A.A. BCC A. B. C ° 1/236 251/2x71 1 4 A. A,B,C A a / A, B. C Jamb22 te.b d ° 23 363x 37 3/8 ,, � A. C 24 36 x 49 5/8 A. S. C A S. C E d 245 36 x 55 1/4 A. B. C A. 8, C e a ° 25 36 x 62 A. B, C ° A. B, C A. S. C Qaea as Required •,q 26 36 x 71 1/4 A, B. C c ° A. B. C. 0 32 52 1/6 x 25 A. C A C ° 33 52 L/8 x 37 3/8 A, C AN 8, C BUCK d ' e 34 52 1/8 x 49 5/8 A. B. C A. 8, C 345 52 1/8 x 55 1/4 A. B. C A. S. C. 0 35 52 1/8 x 62 A. B. C A. B. C. 0 Topcon 36 52 1/8 x 71 1/4 A, B. C. 0 A. B. C, 0, E Flange Type --- Inside Dimension Wood Buck By Others Window Frame Sill Caulk Between Buck and opening *'TAPCON' TYPE HARDENED MASONRY SCREWS Perimeter Caulk Sill 0 0 INCLUDE TAPCON, RANI, do SIMPSON By Others a Stool By Others a A o. a .o o a E Pre -Coat Sal By Others _� e n D B Caulk Between Flange and Pre -Cast Sill C (wr"L IWWA & 0.467. p Design Pressure values listed above are in PSF A �phMsAC16 NA=* !T E`' �r',• t •!a ana - a'� ; INSTALLATION INSTRUCTIONS S. w 0'5/02 37ATI.: tr &FASTENER SCHEDULE • •'',,I ',I it7 '.7" rsoaxn ec¢a sae ' 7 L1 NONE 1 1 EXTERIOR ELEVATlO 40/74 ; SINGLE HUNG - I ern Ga��t INCT7df1 -