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HomeMy WebLinkAbout105 W 20 St 05-1623 (windows)CITY OF SANFORD PERMIT' APPLICATION ` Permit # ; � '' �Z ! Date: Job Address: 717 57-• 02 277 Description of Work: 1a,C4, 1 12 elOOr Historic Distrito: Zoning: 00 6 lov t ndo w5 $2 I A Value of Wor15* a Sab V yy Fi-.tan PermitType: Building Elet�rit l Ch oo r go _�Mechanical Plumbing Fire SprmWcdAIerm Pool 1105 Electrical: New Service - # of AMPS Addition/Alteration ✓ Change of Service Temporary Pole mb re r m tom, Mechanical: Residential Non-Residettial Replacement New (Duct & Energy mac, Required) `-Z• ' " -� �'vom -T t - ? ct_tromoI "ts Plumbing/ New Commerdal: # of Fixtures # of Water & Sewer Lines # of Gas Lines _ - yc runz.cl w i r{r Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial i 5 r2bu i ld t i ? Occupancy Type: Residential _ ✓ Commercial Industrial Total Square Footage: I Construction Type: _� c# of Stories: I # of Dwelling Units: _ I Flood Zone- J10_ (FEMA form required for other than X) Parcel #: __a (o - /Q . in; txop C L C5 O (Attach Proof of Ownership & Legal Description) Owners Name & Address: >O_rf+ NAd /yam ram. �/1 p p r••� ;d0'S s Ae .4Vti rstrr,Ac -ISL 3277 / Phone O . L3 Contractor Name & Address: — � Qi 'E— ft lac 1 Cg -_� ?r»�3i� Phone 41 !!!5t NYC/ r - ��) -SQ/Q Y/ o ices Pers11 r Bonding Company - Address: Mortgage Lender: Address: Architect/Engine -e 7r: Address: 3'1 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to mot standards of an 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 AFFIDAV T: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regttla-;::g construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN YOUR. PAYiNU TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL 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 manag ement districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the req ue rents o Li Signa Owner/Ag t .��%. •.�_,. `:. �l-j fir:.: , i;i� Si tra dAgIft / uate �):t_�-C�CC3 Print"tr/Agent's Name Pri Contra odAgent's Nj(ni.- Signature of Notary -State of Fbrida Dateof•Notisy Sta Date - �f4rt Deborah L Lyon •,L431�f�9V A. DE GRAVE ' „ MY COMMISSION # DD 164280 c My Commission DD028294 u,t EXPIRES: November 12, 2006 awr Facphus bt`it 5 � Per�sson ly Known to Me or �°� ctodAgads' 111 `Wifil Elb"r - L roduced ID L � �i Produced ID C. " � U� l APPLICATION APPROVED BY: Bldg. ZZ'q J; Zoning: (Initial & Date) Special Conditions; (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) i Prepared By and Return To: Name: Shekita. R. Allen Watson Title Insurance 1800 NW 491h Street, Suite 120 Ft. Lauderdale, Florida 33309 WTI# 24-04166 Folio Number: 36-19-30-530-0000-0100 1tell uuu off lloil Iloil e111eo1Woelluw%�U IIIIIIN MARYANNE NOASEl CLERK OF CIRCUIT COURT SENINDLE Cuumy BK 054 79 F,GS 1635— s 636 CL E RK P S 0 VK114' 569Eg RECORDED 10/08/11tt04 04:051a6 pN DEED DOC TO 560.00 RECORDING FEES I& SO R&CURDED BY L Woodler , Special Warranty Deed THIS INDE.NTURF., made effective tl1is!a?J day of August, 2004, between DEUTSCHE BANK TRUST COMPANY AMERICAS VIVA BANKERS TRUST COMPANY, AS TRUSTEE, hereinafter called the Grantor, whose address is 9350 WAXIE WAY SAN DIEGO CA 92123, and ROBERT PFLUEGER AND MARY B. PFLUEGER, HUSBAND AND WIFE, hereinafter called the Grantee, whose address is 105 WEST 20" STREET, SANFORD, FL 32771. Wherever used herein the tends "Grantor and Grantee" include the parties to this instrument and their heirs, legal representatives and assignees of individuals, and assigns of corporations) WITNESSETH: the Grantor, for and in consideration of the sum of TEN AND 001100 DOLLARS ($10.00) and other good and valuable consideration, receipt whereof is hereby acknowledged by these presents does grant, bargain and sell, alien, remise, release, convey and confirm unto the Grantee, all that certain land situate in SEMINOLE County, Florida, viz: LOT 10 AND THE NORTH 5 FEET OF LOT 11, SANFORD TERRACE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOIC 4, PAGE 36, OF TTI.E PUBLIC RECORDS , \`1 OF SEMINOLE COUNTY, FLORIDA Subject to: Restrictions, limitations, conditions, reservations, covenants and easeme Record, if any, all applicable zoning ordinances, and Taxes for the current year a dsall subsequent years. TOGETHER with all the tenements, hereditament and appurtenances thereto belonging or in otherwise appertaining. AND the Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple, that it has good right and lawful authority to sell and convey said land, that it hereby fully . warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under the said Grantor. IN WITNESS WHEREOF the Grantor has caused these presents to be executed in its' name, and its' corporate seal to be hereunto affixed, by its proper officers [hereunto duly authorized, the day and (a 002 year first above written, Wherever the text in this Deed so requires, the use of any gender shall be deemed to include all genders, and the use of the singular shall include the plural, Signed, sealed and delivered In our presence: r Lina Kalambayi (Printed Signature) PEW' L (Printed Signature) STATE OF CALIFORNIA COUNTY OF SAN DIEGO DEUTSCHE BANK TRUST COMPANY AMERICAS F/K/A BANKERS . TRUST COMPANY, AS TRUSTEE* .... .. J . BY: Sharmel Dawson-Tyau ` re-cordrd QP, berni noie louhtr� 7A0 0o� SS: The foregoing instrument was acknowledged before me thisj day o August, 2004 by DEUTSCHE BANK TR as of COMPANY, AS TRUSTEE, who s personally known to ine and RICAS w o did talce BANKERSth.TRUST (SEAL) NOTARY.PUBL.I•C Sr. ature) ERfN EL1LgeETM 3 Co+n+r►isaion*t38 2 NofaN Publio - Ca8200991 :countif IFIIJ II1JIKLIML14i rturtARLU DI; %-OQ"49%JLC %ARMII � � LC�I � ,� L BK 05594 PG 186B NAME W O�Ti IC O COMMENCEI\�RK' S to t•�Q151fAi 4716 ADDR' �� a �- G DED Wa7/E80S 11:00:11 PA. Permit No. _ R II OWU 10.03 State of Florida ��" - FL 3 Z� S 1 RECORDED 8Y t holden County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) Pzr CA.V 2;t 3G - 1 q •3D - S 3f) - e ooe O I o o __ 1e 5 w- ? o*h 5 r SAS Fria r� 2. General description of improvement: I A_ fit,, is�dnu�,Is t nla2 4-"r-n aQ Q. door- II'4a a- 11arntlow, 3. Owner information Cn 611y) a. Name and address r f. or 11 3 A -Z ? t b. Interest in property &U p w n '4 _ nax+ door• 40 otter Mar;, hur 4AU- c. Name and address of fee simple titleholder (if other than Owner) no Contractor a. Name and address Z AA1, ?Au- C0V-%T1WC.,TVQ -t C .' M 1 L•kc9a r0 vF rr0M%^►-W::>''Ft.. Z'[S 1 1 Ott Iry •TPuL C000135Z9 Phone number �l -��99 -S ,, Fax number 5. Surety a. Name and address �, p b. Phone number Fax number �- c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address ne ra b. Phone number — Fax number 8. In addition to himself or herself, Owner designates WA, of to receive a copy of the Lienor's Notice as provided in Section 713.130)(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) ignature Own Swo to (or affirm ai�ubscribed before me this day of /Vo✓ , 20 4� by �y V CERTIFIED 'COPY Personally Known OR Produce Identification MARYANNE MORSE Type dentification Produced !� CLEWE COURT SEMF RIDAyap►u, Deborah L Lyon ICYignature of Notary Public Sta o for daMy Commission DD028294 'Expires May 15 2005 � Commission Expires: K°t . SKETCH ADDENDUM Fre No. Boat mb 105 M. 20th St.---- Gry.• _-8aniord_.__—_,__County.,—.—..__._8EM7NOLt_, 9hts tL ----' DpCods ._ 32771 _. Lenda•.1.�« Address Oak Ave. ---------------------------------- 55.0 �I I I CloSl`�g In po rC P) I I 16.6' I — —� I 5 I71 Screened j I 5.4' APorchA/C Porch I 16.7' UTY I I I I I 14.0' ell a G t 5.4' �r' il I i I 40.8' I 148' 15.9, Open I Porch I 1 ,u Indotub) ' Closir 1 . 001 11.4' 13' 4.7-> I 8.0, UrY 8.0 I 1 12.0' • 12.0' I ' 2 ; 10' 4.0 r _3' Open Porch i I r I I I ' 21.9' 1 Carport I I 1 I 1 I • I � I � 1 I I 1 L------- 10.0' 33.5 ----------------------- Alley ----------------------- . MecAW#Inr ^ F%W EsMe Appnled 8 WAM by 8rsdW Tfthf @, ft (800) 0224721. 20th St. ' ►�' SKETCH ADDENDUM ROM. __•• _.._-..._-._.._.---.__-_.-...-. et9As�l!1Qs!!!1!__._I9ft..7,._3!!eh se.=........_.___.___...._._..___._.___.__.......-.-.-•---.�._..__...._..-•--••----_._----...----._-....._ 5y.._.__..____.._P..l9P__?4�__..__._._c_r,�9!!k..-_.__ 9E1�SttOLt --•- coo_..__..`��I I Oak Av-e._ ---------------55.0 _ _ --------------- r------------------------------------ O Ipo" 1 i 1n�0 � g1Q552d (n----t6-6-----T I 1 I 1 :I San roo m -� 3.5' I I I II Screened I I t I 5 5,4, A!C PDmh I 16.7' UTY 1 I 1 I I I t li 1 I CL J I '1 N Bedroom 1 86111 1 Bedroom N 14.0' li rAIC__ I a'2' it r IF 5.4' 20th St. Cloeet CL IC II li - - - t r•1- I � i I lLq I Fr.,nG{-) Di ning iningFlocm fl�'g . I t4A' II 40.8' �% Open I doa I I h UWnp Room ,Poron I � t r r 1 _ r I �Chain link 1 . Partially Converted ® I Kitchen I c 11.4' 1 o Garage (8110rage Area) I OW,rrrsl$ tnS4eA& 1 r 10 Yroot Wt.idov✓ 18' a/- j 4.74 b4 o`ne. Pane- ciosr� 8.0' `� UTY 8.0'i 1 in wtndnw a I 2 1 1A• , I I 13.3Open Porch I I 1 1 I t 1 1 21.9' 1 Carport 1 � I I � I f r t I I I 1 I I I L-17IT-i I 33.5 t rePlcicin' ------------------------ I I 6T Wmdo Alley 1 • hl____.-__ l r MAOAsf{YO1110, •• 9M1� dB;AA A(KMIIIBN bMIWAT 4Y OM(f/O.T, T�..1.'ip�tMl..gG. (E00)A?i•�'1R7. —_ _ PL fi T .OF SURVEY DESCRIPTION LOT 10 f9ND NORTH 5 FEET OF LOT 11 Sfl FO D TERRRCE AS RECOROEO IN PL H T BOOK I Pfl CECSI 36 OF THE PUBLIC RECORDS OF SEmINOL E COUNTY, FL ORIDA THIS PROPERTY LIES IN ZONE A X H f1000ROI1vC TO FIRM MfiP # 12117C 00 95 E Ofq TE f 117/95 30' J O O In In FD REBAR NO s HUGHEY ST t PAVED > 20TH ST 1AR RA ' d9. 10.50' o P?.7 h h 11.3 o h 15.7 9 9 42.00' 1 STY CON BLK HES 6 h 41 cn DCDAD 113' �o PI. B W000 m 26.78' o la � Pl. B 11 in NORTH 5' OF LOT 11 0• a w n n n FD CONC MON NO s PART OF LOT 11 FD REBAR NO s LEGEND- ELEV - ELEVATION N&D - NAIL AND DISK BLK -BLOCK FD - FOUND POB - POINT OF BEGINNING ESMT - EASEMENT ESMT - EASEMENT POC - POINT OF COMMENCMENT IP IRON PIPE STY - STORY CB - CHORD BEARING R - RADIUS q - CENTERLINE R/W - RIGHT OF WAY e - DELTA X-X-X - FENCE PL - PROPERTY LINE C - CHORD RES - RESIDENCE PC - POINT OF CURVE L - LENGHT BLDG -'BUILDING CONC - CONCRETE P -PLAT WD FRM - WOOD FRAME MON - MONUMENT s - NUMBER UTIL - UTILITY RD - ROAD ■ -FD CONC MON (j) - FD REBAR • O - SET REBAR •2259 p - SET CONC MON s2259 NOTES: R.P.U. - RESERVED FOR PUBLIC UTILITIES 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 2 THIS SURVEY VAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT EFFECT THIS PROPERTY. 3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER VISE SHOWN ' 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING tO.B.1. 0 VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM I928) rYPE smvEr BOUNDARY OAM 1012112004 ,TDB A10 Sh1EET ! OF n � z O S^ TI .� M < 'n O m v� NEW 98W x 5M N)NCICU 1 FRONT ELEVATION A 1.0 SCALE: 1)8•= 1'4r 3 z O a 2 west ELEVATION A 1.0 SCALE: 118•= 1'-W STRUCTURAL NOTES GENERAL 1. PLANS ARE SIGNED AND SEALED BY THE STRUCTURAL ENGINEER OF RECORD FOR COMPLIANCE WITH ONLY CHAPTER 1606 OF THE FLORIDA BUILDING CODE" 2001 EDITON, WITH 2O03 REVISIONS. DIMENSIONS, DESIGN ASPECTS, NON-STRUCTURAL MATERIALS, PRELIMINARY NOT FOR WATER PROOFING DETAILS, ETC. ARE BY OTHERS. CONSTRUCTION ' 2. DESIGN LOADS: BASIC WIND SPEED 120 MPH REGION WIND IMPORTANCE FACTOR 1.0 p- O WIND EXPOSURE B BUILDING CATEGORY ENCLOSED 04 0) v MEAN ROOF HEIGHT 11'-8' A.F.F. 3 3. THIS STRUCTURE IS NOT DESIGNED TO BE WITHIN THE 100-YEAR FLOOD ZONE. 13 'C L O U E z a o � a O `y W 0 c '3 O z Z (� U' co v- 1 Lu r� �w ♦ 0 v ) co O r Ji ` v5 Z I III-Ic6- - 1r�Nrz D + n" H B ASSOCIATES, o c a) co � 11 ;D T- LLC S f n STRUCTURAUCIVIL ENGINEERING J C� N O �Ilillll11llll 11111111 nwww• swu...[t III, vE I OUw16137 Q N co J ' -0. ��� 'y � 301 SOUTH pgLAN00 AVENUE (4071 740•$44 fiA- ••aww ► 0 A 1.� �� A 1 ,fir WINTER PARK, FLORID^ 32789 rw• 1�07, 7•D 79[ _ (Y 3 ri 2 EAST ELEVATION A 2.0 SME: 1B-+ T-(- s NEW 42W X 38N WINDOW f 1 NEW STANDARD n EXTEWOR DOOR ' - WJ A✓ NEW 8 X 8 GLASS BLOCK WINDOW ~ w� O w � � wog Ln - w o N a //�79 pe> �# C6-- Z1 / H B ASSOCIATES, L.LC s w STRUCTURAUCIVIL ENGINEERING +� II ��,I�IIIIIIIIIIII IIIIIIII N.+++ s+w..�. III. ►c • 00+I937 COI BDLITN ORLANDD AVENUE 16071 740.544 WINTER PARK. FLORIDA 32789 r.. I.o71 +.O-++c r PREMBNARY NOT FOR � E M U (0 .p m m L C O _V = E z a o D a (� .3 z Z 0 0) f- � 3 r- fA m (to J � O lei 99 3 N J m (D Ljj C 1— to O 0 Q A-2.0 36" MAX. FRAME WIDTH (F.W.) FIN NAILS OR SCREWS - PER B PER THE "FRAME 3 ANCHOR REQUIREMENTS — — . — TABLE" ON THIS SHEET 27 \STRIKE INGE o wACTIVE 31 \ 1 HINGE SCREW PER I PANEL HINGE INTO SUBSTRATE w LOCK HARDWARE 33 / DOOR NAIL FIN MAY / VBE REMOVED WHEN I. HANDLE / DIRECT MOUNTED TO THE OPENING. SEE DIRECT MOUNT DETAILS / STRIKE ON SHEET 5 FOR OTHER INSTALLATION I i REQUIREMENTS. EXTERIOR ELEVATION SINGLE OUTSWING DOOR SCALE: 1 /2"=1'-0" NAIL FIN MOUNT CONDITION IS .SHOWN IN THESE ELEVATIONS. FOR OTHER MOUNTING OPTIONS (SHEAR SCREW, DIRECT & CLIP MOUNT), SEE SHEET 5. GENERAL NOTES 1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS' TABLE 2. BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY INSTALLED TO TRANSFER LOADS TO THE STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4.THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH & MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (F.B.C.) 5. THESE DOORS HAVE BEEN TESTED IN ACCORDANCE WITH AAMA/NWWDA 101/I.S. 2-97 OVOLUNTARY SPECIFICATIONS FOR ALUMINUM, VINYL (PVC) AND WOOD WINDOWS AND GLASS DOORS.' REFERENCE TEST REPORT NO'S. 382-0244.4, 382-0244.6 BY STORK TWIN CITY TESTING CORP. & 02-30771.02 BY ARCHITECTURAL TESTING, INC. (A.T.I.), AS APPLICABLE TO THESE DRAWINGS. NOTE THAT THIS PRODUCT CERTIFICATION IS BASED ON TESTING OF THE DESIGNER SERIES CLAD WOOD FRENCH DOOR TO WHICH THIS DOOR IS SIMILAR. 6. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER ASTM E547 & UNIFORM LOAD STRUCTURAL PER ASTM E330. 7. THESE DOOR SYSTEMS ARE NON -IMPACT RATED & MUST BE SHUTTERED WHERE REQUIRED BY CODE. 8. ALL DOOR SIZES SPECIFIED AS ALLOWABLE HAVE BEEN COMPARED TO THE TESTED UNITS & ARE RESTRICTED BY THE OVERALL SIZE (AREA) OF THE TESTED UNITS. ALL COMPONENTS HAVE BEEN CHECKED, INCLUDING GLASS, TO ASTM E1300, TO SUPPORT THESE LOADS AS SPECIFIED IN THE LOAD TABLE. 9. GLASS TO BE USED WITH THESE DOOR UNITS SHALT. BE AS SPECIFIED IN THESE DRAWINGS. U- x c� LLJ x w N u) rn 36" MAX. FRAME WIDTH (F.W.) SIMILAR 4 0� SEE "CORNER CONSTRUCTION" REQUIREMENTS ON SHEET 2. .I 3; I. w OPPOSITE �. x D 2 Ln �. .I 1 L' EXTERIOR ELEVATION SINGLE FIXED PANEL DOOR SCALE: 1 /2"=1'-0" 71 1/4" MAX. FRAME WIDTH (F.W.) I 24 / \ �� p�LAI� \ 30 32 \ HINGE \ 31 INACTIVE PAN FLUSH BOLT ACTIVE PANEL LOCK HARDWARE INACTIVE ACTIVE E p 4 \ v 4 \ HANDLE/ I NO. 8 SCREWS OR 3/ 16"� CONCRETE SCREWS THROUGH THRESHOLD INTO SUBSTRATE MIN. 1 1/4" (4 AT DOUBLE DOOR; 2 AT SINGLE DOOR) 2 NO. 8 SCREWS OR 3/16" CONCRETE SCREWS THROUGH STRIKE & JAMB INTO SUBSTRATE MIN. 1 1 /4" 1----FIN NAILS OR SCREWS PER THE "FRAME 1 ANCHOR REQUIREMENTS TABLE" ON THIS SHEET 1 HINGE SCREW PER HINGE INTO SUBSTRATE DOOR NAIL FIN MAY BE REMOVED WHEN rr DIRECT MOUNTED TO THE OPENING. SEE DIRECT MOUNT DETAILS ON SHEET 5 FOR OTHER INSTALLATION REQUIREMENTS. iI I I I I 25 d 2 NO. 8 SCREWS OR 3/16" STRIKE PLATE CONCRETE SCREWS THROUGH STRIKE INTO BUCK/CONCR. EXTERIOR ELEVATION (SEE ANCHOR REQUIREMENTS TABLE DOUBLE OUTSWING DOOR. FOR OTHER SCREW REQUIREMENTS). SCALE: 1 /2"=1 '-0" FRAME ANCHOR REQUIREMENTS TABLE FIN SCREWS OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBEDMENT MINIMUM EDGE DIST. MAXIMUM SPACING MAX. DIST. FROM CORNER 2X_ WOOD FRAME OR BUCK 2' X 11 GA. ROOFING NAILS 1 7/8' 1/2' 5'-7' O.C. 3' 1 3/4' X 11 GA. ROOFING NAILS 1 5/8' 1/2' 5' O.C. 3- -1 1/2' X 11 GA. ROOFING NAILS 1 3/8' 1/2' 4.5' O.C. 3' 2X- WOOD FRAME OR BUCK NO. 8 SMS SCREW 1 1/8' 1/2' 5'-7' O.C. 3' • SHEAR SCREWS 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1 1 4' 1 3 4' SEE DETAILS 6- CMU CONCRETE 3 16' CONCRETE SCREWS 1 1 1 4' 1 2' ISFE DETAILS 6' (l)CONCRETE SCREWS SHALL BE FTW RANISET/RED HEAD OR ELCO TAPCONS, HILTI KWIK-CON II OR POWERS RAWL TAPPER. (HARDENED STEEL OR S.S.) ALLOWABLE DESIGN LOAD (MULLED & NON -MULLED UNITS) DOOR HEIGHT I POSITIVE I NEGATIVE OUTSWING DOORS 82" & LESS 35 PSF 35 PSF OVER 82" 25 PSF 25 PSF FIXED PANEL 95 1/2" 35 PSF 35 PSF HINGE REQUIREMENTS DOOR HEIGHT # HINGES REQ'D 82" & LESS 3 OVER 82" 4 • SHEAR SCREW ANCHOR NOTE FRAME MAY BE EITHER, DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS SPACER, OR ANCHORED TO A MIN. 2X4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED THROUGH JAMB TO A 2X4 BUCK, NO. 10 SCREWS SHALL BE USED. WHEN ANCHORED WITH NAIL FIN INTO 2X4 BUCK, 11 GA. ROOFING NAILS OR NO. 8 SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SEE "ANCHOR REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS. PROPER MATERIAL SHALL BE USED BETWEEN ALL DISSIMILAR MATERIALS (BLOCK/CONCRETE & ALUMINUM). 0 m eY: a¢n er T' t"24 a10/25/02 W W 0 x U Q n z � mnn ng� Z4 cv c�a § la1 z W Z irI'•• c 0 a go LIL W N w_~ 0 o n UVm i 0 3 a I Li a 0 Kg t'; Q V S2 O LV VC v LtJ W rJ� � 3 REV. -TA—VAC No. 1170 SHEET NO. 1 OF 6 '71 1/4' MAX. 36" MAX. FRAME WIDTH (F.W.) FRAME WIDTH (F.W.) 3' 3" " I JIVE ACTIVE OPPOSITE H �/ ;lopX 5 0 4 / v / / 1 3/4" LONG HINGE SCREW (ONE PER \ \ \ I ADDITIONAL FRAME ANCHORS (ONE ADDITIONAL EA SIDE OF /MUWON). HINGE INTO MULLION) / .I .I 2 FRAME ANCHORS THROUGH .I JAMB INTO SUBSTRATE OR 3 HURRICANE ICUPS EACH SIDE OF MULL(TYP. EACH :I END OF MULL) 'I .I F 4 I OPPOSITE EXTERIOR ELEVATION 3 "33 MULLED DOOR UNITS SCALE: 1 /2"=1'-O" (ALLOWABLE CONFIGURATIONS ARE X, 0, OX, XO, XX, 00, OXO, XXX, OXXO, XOOX, 0000, XXXX) FOR ALL DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEET 1. CORNER CONSTRUCTION* WOOD JAMB: COPED, BUTTED, SEALED WITH SILICONE AND SECURED WITH THREE(3) 1/2" X 2" STAPLES PER CORNER. NOTE THAT 3 NO. 6 X 2" SCREWS SHALL BE ADDED TO OR IN PLACE OF THE STAPLES AT MULLION CORNERS OR THE. CORNER BRACKET SHOWN BELOW SHALL BE USED. JAMB BUTTED TO SILL AND SECURED WITH THREE (3) NO. 10 X 2" SCREWS PER CORNER. JAMB CLAD: MITER CUT AND SECURED WITH CORNER KEY AND 2 NO. 10 X 5/8" SCREWS. STILE/RAIL• SQUARE CUT, GLUED WITH CONTINUOUS ADHESIVE, SEALED WITH SILICONE & SECURED WITH 3 NO. 12 X 3' SCREWS AT BOTTOM RAIL & 2 NO. 12 X 3" SCREWS AT TOP RAIL. STILE/RAIL CLAD RAIL CLAD BUTTS AND SEALS TO STILE CLAD. --� 2.338 --- �-- 0.500 I--1.000 4.000 SECURE TO JAMBS WITH 0 0 4 NO. 8 X 3/4" SMS • o 0 0.500 1.000 CORNER BRACKET MIN. 33 KSI GALV. METAL (OPTIONAL AT STANDARD JAMB CORNERS; MANDATORY AT MULLION CORNERS) 71 1/4" MAX. FRAME WIDTH (F.W.) 2 NO. 10 X 2" STRIKE �� �� SCREWS THROUGH MULL III �jFIXED CASEMENT OR I•I REINFORCEMENT JAMB & INTO I I FRAME WINDOW (SEE I I I:II I DRAWING N0. 1141, OR III I II ( 1157 APPROVAL UNDER FOR DETAILS III co IIII � IIII �) I 5 SIMILAR L— 2 C� W_ W 2 I' I Q 24 I' STRIKE PLATE \ \ INACTIVE ACTIVE I 2 FRAME ANCHORS THROUGH JAMB INTO SUBSTRATE OR 3 HURRICANE CUPS EACH SIDE OF MULL. (TYP. EACH END OF MULL) EXTERIOR ELEVATION DOUBLE OUTSWING DOOR WITH TRANSOM SCALE: 1 /2"=1'-0" FOR ALL DETAIL NOT SHOWN, SEE ELEVATIONS ON SHEET 1. (SINGLE DOOR WITH TRANSOM SIMILAR) ALLOWABLE DESIGN LOAD (MULLED & NON -MULLED UNITS) DOOR HEIGHT POSITIVE NEGATIVE 82" & LESS 35 PSF 35 PSF OVER 82" 25 PSF 25 PSF I p'O j-4 pt 0,05/12 I 5 0 c 11 z a T mn�i, W. pNi r, Win. ��umi WZ §!ZL� WF= ror IW n W p NU 1m i 3� g� 0 3 d W a z _U L` Up cr LaANza cn � 3 DRAWNG NO 1170 REV. SHEET NO. 2 OF g I SEALANT BEHIND MIN. 2X4 BUCK AND FIN BY OTHERS FASTENER BY OTHERS 23 . ,'• •r .i . FRAME FIN FASTENER (SEE SHEET 1) 24 1/2" MAX. STRIKE FASTENER SPACE (2 PER STRIKE INTO BUCK PER ELEVATION) SEE GLAZING DETAIL `� v ON THIS SHEET AAVr k-- STRIKE F (SEE ELE SECTION A SCALE: 1/2 FULL 3 MIN. 2X4 BUCK AND SEALANT BEHIND FASTENER BY QTHERS FIN BY OTHERS FRAME FIN FASTENER (SEE SHEET 1) 1/2" MAX SPACE STRIKE FASTENER (2 PER STRIKE INTO BUCK PER ELEVATION) SEE GLAZING DETAIL ON THIS SHEET-�- SECTION B SCALE: 1/2 FULL 3 FOR DETAIL NOT SHOWN, SEE SECTION "A" DM: CHECKED 6Y:I WN BY r4w. w.ws v�or: WE • 1.24 10/m/m IT N 0 z O Li p ~ WNO p O c3 aN�� z M ZgN UQ co 5/8" MIN. o w ; 1 /8" a iL a — GLAZING TAPE TEMPERED y z f- La 1/2" SPACER z N. BITE u< 12 0 0 z SILICONE og� SEALANT 37 z z- n m Za Ij�h WZ_ �� zgcN ien GLAZING DETAIL WN �_ , �z up. N� m ri, 3to -v cli ta 03 SEE SHEET 5 FOR "OPTIONAL DIRECT MOUNT" & "OPTIONAL CLIP INSTALLATION DETAILS. z =* NCHOR "o 1EVATION) W zo. Lu � 3 3 ! 6 J/ O MAX. SHIM FRAME WIDTH (F.W.) 36 8 39 34 4 4 17 3 26 EXTERIOR FRAME FIN 13 SEE GLAZING FASTENER ON SHEET 3 (SEE SHEET 1) SECTION SCALE: 1/2 FULL 4 SECTION E SCALE: 1/2 FULL 4 SECTION SCALE: 1/2 F 3/8" 3/8" MAX. SHIM MAX. SHIM MIN. 2X4 BUCK AND FASTENER BY OTHERS HINGE SCREW WITH MIN. 1 1 /4" BUCK K EMBEDMENT (1 PER t HINGE IN TOP HINGE HOLE) FRAME FIN FASTENER (SEE t SHEET 1) •: 23 FRAME FIN 23 FASTENER 4 (SEE SHEET 1) II 1/4" MAX. I I SHIM V SILL ANCHOR ., (SEE ELEVATION) SECTION G SCALE: 1/2 FULL(4) SEE GLAZING DETAIL. ON SHEET 3 � l EXTERIOR SECTION F SCALE: 1/2 FULL 4 SEE SHEET 5 FOR "OPTIONAL DIRECT MOUNT" & "OPTIONAL CLIP INSTALLATION DETAILS. I P0 .24 ° o nim I z O_ � �' w-o a N a v~i � ZQN Z 0 tD s 0 owe w .- a �N a ar TC W (K Z OU 3 n 0 0 Z a U nnn Z �a Ern W & ai D: F 0: 0 WJ c w y � z gx 100 m i N3� 2ci �3 z d W a 0 0 Q CV u O F. N U � W 1170 SHEET NO. 4 OF 6 r'. - rr-- AO nr. .a 10' im 1/2" X 1" CORRUGATED FASTENER 4" FROM ENDS & 10" TO 12" O.C. NOTE: IT IS OPTIONAL FOR PELLA TO PLACE THEIR STANDARD 3/8" WOOD OR EXTRUDED ALUMINUM FORKED PLATE MULL BETWEEN JAMBS AS A FILLER OR TO REDUCE RACKING. G 10, N0. 8 X 1.5" SMS. (1 TA PER CLIP INTO BUCK AT Pun. 20-30 DEG ANGLE) 1"24 MIN. 2X4 BUCK & FASTENERS BY OTHERS 29 HURRICANE CLIP WITHIN 6" OF CORNERS & SPACED MAX. 12" O.C. (CONCENTRATE 6 CUPS AT MULLION ENDS SPACED 2" TO 3" APART; 3 EA. SIDE OF 0 MULLION.) NAIL FIN 1/4" MIN. OPTIONAL o 0 w.ws 1 /2" MAX. O TO CENTER EXTERIOR EXTERIOR OF SCREW 13 13 1 z 20r7NO. 8 X 3/4" PH o W- o CONT. SEALANT MS SCREWS (2 � o o PER CLIP) i a N'n - BEHIND MULL SECTION H � za -- covER OPTIONAL CLIP INSTALLATION N 0 Q SCALE: 1/2 FULL 4 HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR SEE SECTIONS FOR DETAIL NOT SHOWN o NJ w (SIMILAR FOR ALL JAMB TYPES) a t3 wa. W T N z V W OPTIONAL ANCHOR LOCATION IF SHIM SPACE EXCEEDS 1/4", A CONTINUOUS z� 3/16" CONCRETE SCREW WITHIN 6" OF MEMBER MIN. 3 1/2" DEEP MUST BE PLACED G = AS A SPACER AND THE FRAME SCREW MUST 3 CORNERS &MAX. 16" O.C. (LOCATE 4 RUN THROUGH SPACER AND INTO SCREWS AT MULLION ENDS SPACED 3" APART BUCK/FRAMING MEMBER. PER ELEVATIONS) (REF. ANCHOR o REQUIREMENTS TABLE ON SHEET 1 FOR MIN. 2X4 BUCK & 01 .;� . W og^ OTHER INSTALLATION REQUIREMENTS) FASTENERS BY OTHERS �• z W� �" OPTIONAL ANCHOR LOCATION CONTINUOUS WOOD 0a GG �.I I MEMBER LESS IN SIZE THAN A 2X_ • �' ".. �-- 1 /4' � F w� 0,4 " BUCK TO BE MIN. 3 MAX. SHIM �j o�R • • y 1 /2" DEEP. NOT --L N B= ; REQUIRED WHEN SEALANT & 00 o� SEALANT & 1 /4 OR LESS SHIM BACKER ROD I ( rn v m ' BACKER ROD II SPACE EXISTS (USE — BY -OTHERS �3,v BY OTHERS SHIMS ONLY). z = 0 1 �3 EXTERIOR 0. ' EXTERIOR 1 W NO. 10 SCREWS WITHIN 6" OF CORNERS & MAX. a 16" O.C. (LOCATE 4 SCREWS AT MULLION ENDS 0 SPACED 3" APART PER ELEVATIONS.) (REF. a C= DIRECT MOUNT DETAILIN BLOCK ANCHOR REQUIREMENTS TABLE ON SHEET 1 FOR c OTHER INSTALLATION REQUIREMENTS) W N 3W JAMS HEAD DETAIL SHOWN; OTHER SIMILAR v � Wa SEE SECTIONS FOR DETAIL NOT SHOWN OPTIONAL SHEAR SCR MOUNT DETAIL ,,, w (SIMILAR FOR ALL JAMB TYPES) HEAD DETAIL SHOWN; OTHER JAMBS SIMILAR N 3 SEE SECTIONS FOR DETAIL NOT SHOWN (SIMILAR FOR ALL JAMB TYPES) 1170" SHEET N0. 5 OF 6 5.203 O1 HEAD JAMB 1.000 �-- 1.821 rnEIT 0 O PANEL FILLER IE © ASTRAGAL 0.045 0.999 . 1.543 -� 13 HEAD JAMB COVER BILL OF MATERIALS DRA11M ITEM ; C1EI5.178 rw. WAsPART ITEM DIWUFACTURER/NOTES PU DATE PARTS 1-2 10/25/0; 1 320R 3 M 32EP JAMB • PONDEROSA SUGAR PINE 2 38AG TOP RAIL • PONDEROSA SUGAR PINE 1.875 3 38AH BOTTOM RAIL • PONDEROSA SUGAR PINE 4 - STILE MADE FROM INSWING 38AE 38AF • PONDEROSA SUGAR PINE 5 33AH PANEL FILLER • PONDEROSA/SUGAR PINE 6 37PT ASTRAGAL • PONDEROSA SUGAR PINE O LSUGAR PINE STILE a 26 6 HEAD JAMB STOP • PONDERINNER SILL S SUGAR PINE F 9 33AE THRESHOLD OAK IK 10 - _ - 11 12 28DV 28DW GLASS STOP •PONDEROSA SUGAR PINE 0.851 13 742E JAMB COVER 6063-T5 ALUMINUM 14 42H5 TOP RAIL COVER 3003-H14 OR 3105-H24 ALUMINUM 0.563 15 42H5 BOTTOM RAIL COVER 3003-1`114 OR 3105-H24 ALUMINUM T 16 74Fc 2 PANEL FILLER COVER 6063-T5 ALUMINUM = j 17 42H4 STILE COVER 12 GLASS STOP 18 _ _ 3DO3-H14 OR 3105-H24 ALUMINUM 19 72EK 4F3 SILL 3003-H14 OR 3105-H24 ALUMINUM 20 7217 MULLION COVER 6063-T5 ALUMINUM (CONTINUOUS 21 74AX ASTRAGAL COVER 6063-T6 ALUMINUM Z 22A 750W FIXED PANEL SPACER PVC O _O p� 22B 75D5 SINGLE FIXED SILL SHIM PVC OTY. 3 p H UJ - O 23 42G7 INSTALLATION FIN jrN _O 0.0235' ALUMINUM h- O 24 752C HEAD STRIKE PLATE .186 X 1.23 X 2.82 REINFORCED NYLON Z_ a N I 25 77R2 DOUBLE SILL STRIKE PL .664 X 1.174 X 3.312 REINFORCED NYLON 3 Z Q N 26 50A2 SIDE STRIKE PLATE .075 X 1.750 X 6.375 BRASS o U < g co 27 77M6 SING. DOOR HEAD STRIKE PL 0.375 X 1.2 X 1.52 REINFORCED NYLON I 28 77R4 I SINGLE SILL STRIKE PL 0.664 X 1.174 X 1.606 REINFORCED NYLON t� N J ujq- 1.062 29 50710008 HURRICANE CLIP 0.05' THK. RB 65 GALV. STEEL U W W Oa c0 HARDWARE a a 0.045 30 OBYT HINGE ASSEMBLY 4 PER PANEL 2 ui 31 02GJ 3-POINT ACTIVE PANEL LOCK HARDWARE GU HARDWARE 32 OBYB INACTIVE PANEL FLUSHBOLT PKG. GU HARDWARE O U r" 0.320 33 - HANDLE AS REOD. TO OPERATE LOCK Z SEALS & SEALANTS O = 16 PANEL FILLER 34 7591 HEAD & SIDE WEATHERSTRIP POLYPROPYLENE O COVER 35 76LA SILL WEATHERSTRIP POLYPROPYLENE 3 36 60042405 FASTENERS 1 1 2' RINGS 15 BOTTOM 0.024 37 38 RAIL COVER 0.649 39 41 42 4.656 �„ n r 0.047 43 lug 44 0.328J T 45 46 0.703 0.361 47 19 SILL �I` 0•078 MULLION COVER 2p 0.812 1 ! L':J___L I 1.511 �-- 0.024 O r 0.047 J 2 ASTRAGAL COVER 23 INSTALLATION flN _4 1.875 8.207 0 BOTTOM RAC O ML RAIL --� 1.562 I-- 0.6888 1.625 i . 1.125 1.000T _ I 1.000 O7 INNER SILL O HEAD JAMB O THRESHOLD STOP 5.157 0.024 o.s49 14 TOP RAIL COVER 8.145 5.157 0.024 J 17 STILE COVER 0.649 1.466 I-- 8.125" O O O O oN I O O O O O O O 1.875 O O O O O� 29 HURRICANE CLIP 60002403 HANK NAIL 1 1 2" BRAD WITHIN 4' OF ENDS & 12' O.C. U 0 o 53082009 53081206 8 X 1 1 4' FH SCREW 8 X 3 4' FH SCREW 1 1 2' FR. EACH CORNER & 12' O.C. 3 TO 4 PER THRESHOLD _Z + IX ,m� 2pi LJ + i� 53122006 12 X 1 1 4' FH SCREW 3 PER STRIKE Z o vj W Q" 53121207 60003204 12 X 3 4' FH SCREW 4 PER HINGE 3 PER HINGE j g a? f 53105202 .072 X 2" SENCO FINISH NAIL 10 X 1 2' FROM EACH END & 6' MAX. O.C. W 1° l Z 53084801 53084803 3 1 4" FH SCREW IS X 3' FH SCREW 10" FROM CORNER & 15" O.C. 3.5' FROM CORNER & 14' O.C. O` & N ELJ j W 53084801 #8 X 3' FN SCREW f3 X 3" FH SCREW 3 PER SIDE STRIKE TO ASTRAGAL 3' FROM EACH END 0~ Z _ .� $ 9NV 53105202 iflO X 3 1 4' FH SCREW 14 PER BOTTOM RAIL N3 maz • WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD O 3 SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. GRADE 2- MAHOGANY, a. SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRUS. W a _ o W.� ten 0 o `� o W N 3W t� a j W w I C 3 REV. RA NG O. 1170 SHEET NO. 6 of 6 CD m v m w Cr3 Q lL LO M) CD r- M N r1 N Les 'Zr 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4' min. embedment conrob or Masonry Opening Top— into masonry or concrete. 3. Caulk between window flange and buck 0 4. Caulk full perimeter of window. ° V Caulk Between Bud 5. If exact window size is not given, use onchor quantity for e ° e and B WWI Opening next larger window in chart. 6. Gloss thickness will vary with window size and design load, and must comly F with ASTM E1300. 11771C11111s�11ID11U11 Wood Buds by Others 7. Letter designations on the topcon location chart indicate where anchors are to be Installed using the elevation as a key. 8. All factory applied holes not designated for topcon• should be filled with L a #8 screws of sufficient Ith. to provide 5/8' min. embedment into wood buck. Perimeter Caulk, By other Aiso between flange and bud TAPCON * LOCATION CHART CODE WWDDW ID FASTENER LOWIONS jm Concrete or Masonry Opening SIZE SIZE W35 70 MW OPS2.1 TO DP704 Head — addle Dklnenslan I tPENE1RA . 12 18 1/5 x 25 A c A C I 13 18 1/8 x 37 3/I1 A C A. C Perlmelr Cou61 14 1B 1/B x 49 5/8 A C A. C uSS Covet Betwoen 15 18 1/8 x 62 A C A B. C !� Pings and Bud 16 18 1 8 1 71 1/4 A C A. B, C 41 \ ' 1/2 32 25 1/2 x 25 A C A C `Ping* Type 1/2 33 25 1/2 1 37 3/3 A C A. C Window Hood 1/2 34 25 1/2 1 49 5/8 A C A, B, C e d 1/2 36 25 1/2 x 7181/4 A B. C A. B, C 22 € Jamb d e 23 336 x � 6x 373/6 A C A. B, C w"tr G 24 36 x 49 5/B A, lk C A. B. C s E 245 3631 55 1/4 A B. C A. B. C 3 $ a A'25 36 1 62 A. B, C A. B, C / • 26 36x711/4 AB,C A,6,C,D U—ULftimolsr oa a Requied J � .v s 32 52 1/5 x 25 A C A C I33 52 1/5 x 37 3/5 A c A. B. C �BUp(34 52 1/8 x 49 5/8 A. B. C A. B, C 345 52 1/9 x 55 1/4 A. B. C A B. C, D 35 52 1/B x 62 A t1, C A B. C, D Topcon 36 52 1/8 x 71 1/4 A B, C, D A. B, C. D, E Flange Ty�s — Neidc Dlmenskxl Wood Bud By OthwWind. Fume SMCak BetwanBud nd Opning #'TAPCDN' TYPE HARDEN MASONRY SCREWSk SIII D D a0�� ) iNcLODE TAPCON, RAW1. a SIMPSON s (��L 1W)IS a Design Pressure values listed above an to PSF Slool By Othes ° A A�g o s Pre —Colt SIII Ry MAw °E V.i /... DI1,1L c.r L Caulk Between Pings and Pro —Cod SM C C e'` rl.:• t� EXTERIOR EL FVATION ti IA 1[`T 61 1 •'Tl nil 1�1•+TI'YI InT/\\IP. 11 IN IV & FASTENERSCHEDULEvJ 1%I;/u� no""ML momm •� 740/744 SINGLE HUNG "°"E ' IKICT7d11 - r CD !D LO m w L'3 a d Lo 3 O C] Z H 3 2 U w F- z ur) LO u") CD r- CD N ro r` CD v N Q 0 0 Cal N 0'1 m r-1 r-1 VERTICAL SECTION OPER. LITE DAYLIGHT OPENING 1 AS XA FT%ED LITE 7 DAYUGHT OPENING 2' NP I 11 10 % MAX WIDTH E HORIZONTAL SECTION OUTSIDE® MONOLITHIC GLASS OUTSI E� INSULATED GLASS INSIDE ® N I r7/16- NOV. GLASS E TM . (+3—7 1 3/16' ANNEALED — I+ — OR 3/16- TEMPERED TEST REPORTS: FTL-3336 FTL-3339 FTL-3340 FTL-3341 K 1+9712 st xewel 3/16' ANNEALED 1/6" ANNEALED 3/16' AIR SPACE 1/2' NOMINAL irp roMtrN.rews INSULATED GLASS t+ "t Nora GLAZING DETAILS Cr IAi2tin2 :hi iurirrr nmq I F.K. 1 1 ! 02 1 INDLIFMES - OX. XO SECTIONS & "'MW� Rw7 275 ALUM. HORIZ. ROLLEI P.O. WX 1521 S ilree.t SeW: wt Na WS. FL x274 HR-201 NTS 2 ^� 9 74Wx72Hl 268-1 11/09/2004 14:42 4073287856 SUNTECH WINDOWS PAGE 05/08 M1� A� I AIIAMI-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE 170NIPLIANCE OFFICE (OCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 2701 FAX (305) 375-29t)3 NOTICE OF ACCEPTANCE (NOA) P(:T Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If thjs product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this aces:ptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR-201 Aluminum Horizontal Sliding Window with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 268-1, titled "Alum. Ilorix. Rollo (STD. MTG. Rail)", sheets l through 9, prcparc-d, signed and sealed by Robert Clark. P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE INIPA.C'T RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered aRcr a renewal application has been filed and there has been no change in the applicable building code: negatively affecting the: performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, ancl/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez NOA No 02-0313.10 o Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Pace 1 7 ♦1.1 41.1 1 •1.4 41.4 11.4 41.4 9 18.3 48.J ♦8 3 48.J J8.3 48.J 7 t1t 41 .411 41.4 41.4 41.4 0 6' MAX. TYP.— 66" MAX. OPER, LITE DAYLIGHT OPENING _ MAX. 6' MA A TYP. NON —IMPACT WINDOW NOTES: 1. GLAZING: 1/8' ANNEALED, 3/16" ANNEALED, 3/16' TEMPERED, 1/2_ IG (3/16A,3/165,1/15A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300-98. . B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-96. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL-3338, FTL-3339, FTL-3340 & FTL-3341 S. SHUTTER REQUIREMENT: MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. NFAD &_ SILL MAX. 6" FROM CORNERS. / 4/ MAX. 6' ON EACH SIDE OF MEETING RAIL CENTERLINE. A✓' JAMBS* MAX. 6' FROM CORNERS. MAX. 17' SPACING. S�6 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. 1D. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION.® RaPE 1�L. aoz. P.C. 6� unwW 33 1/2' MAX. 33 1/2' MAX. OPER. UTE FIXED LITE / DAYLIGHT OPENING I I DAYLIGHT OPENING � I I 1i 67 1/8" MAX. X Q FIXED LITE — DAYLIGHT OPENING 17' MAX. TYP: B' MAX. 6' MAX. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE 74' MAX. WIDTH OUTSIDE — SEE SHEET 2 FOR SECTION DETAILS T gft I � w F.K. 6R IV OX xMILI 1070,n us n Hn;E ALUM. P.D. wx »r woxous, It 34274 HR-20, ArM� r�a�Py1gNJ � )2 ADD ANCHOR DIM. 2 EVATION, 74Wx72H W. ROLLER STD. WIG. RAIL t+. NTS 1 M 9 0 268-1 A COMPARATIVE ANALYSIS - TABLE 3. Lr1rr: ..AL10-ANNCALGU If'TL•733f11 'ti4 .. r:�fR••R/Ylff .. 1/RAIAIN .1MalFTI A1fT•. •r B. D/16' TEMPERED (FTL-3336) —I r WINOOW HEIGHT S 6" MAX. TYP.- 57" MA� oPER. LrcE U.A1LIUMI OPENING TYP. (2) 63- IMAX. 6• W ® TYP NON -IMPACT WINDOW NOTES: 1. OWING: 3/16' ANNEALED, 3/16' TEMPERED AND 1/2" IC. (I/8A,1/4S,1/8A). 2. DESIGN PRESSURE RATINu: SEE 7A9LE 1. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13D0-98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL-3335, FTL-3336 & FTL-3337. 5. SHUTTER REOUIREMENT: M:AMI-DARE COUNTY APPROVED SHUTTERS ARE REOuIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. IS' SPACING. JAMRS: MAX. 6' FROM CORNERS. MAX. 17' SPACING. S. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 26 1/2" MAX LYLIGHT OPENING 56 1/2' MAX. IS* MAX. S TMp, (2) ��-- FIXED LITE --�j r SPACING DAYLIGHT OPENING I TIP. 1 r I r ` I CD LDCD ® I A I r w m I I 58 1/2• MAX. • FIXED LITE I DAYLIGHT m OPENING w IJ OD J —F m r 17' MAX. m TYP. I ® ® I I 6" MAX. 6" MAX. 6" MAX. 6" MAX. � I • MEETING RAIL CENTERLNE (SEE ANCHORAGE NOTE 7) 7 I 120' MAX. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS Appw.M.. pwp"ill wMf IM rb" MlfYll tall. NCAf MI..1 D" rN •. 1.: Yrrr I'2J D? ADD ANCHOR DIM. F.K.F 1 1• 1102 STRIM a.wl.•: XOX ELEVATION 120Wx63H i0�N°oKo:siMO►►i »°s s ALUM. HOR12. ROLLER STD. MTG. RAIL' P.O. got 1°2° Nacows, n s.tr� fM../.rw. MR-201 fnr: NTS ..: S N 9 6+.ap r... R..: 26.9— 1 A