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HomeMy WebLinkAbout109 Madden Ave (2)V i CVrY OF SANPIDRP) VV401/Tr7 A PPLKCATRON Pormit Pda WWO Job Addiress: <�Inmet� Description of Wom: _j Pe"Wit Type: Bijilding plumbing SpCinkInr/Alni Maotrkcij: New Sev*e — of AMB Add i tion/Altoral i oil 0 Of 901'ViCe Tempov.�:ry N. 11,Residenthal R(��j* c (Dix.1i Layout, Alk l""AleMY 0,110� Required P111M, WAIgi Navv CommcrrjaV # of Fixii of V/Rtor 81. scnvol' Linns Plumbing/New Restdanti.'O: # of Wat.m- Closets Phn'nhingv R.apg�r - Rgji6je . qljihj 01, 0";IPSX)CV 1)ype: Ra.,.4,idnivial —.—. commagjai T001 Square. Foamp.: Construction Type, of qr es: of TAIPAWIIA rqlo"r� ZW: rp_qj�j�,P.d for otj Alghim X) Parcel #: (AIT.Ad f of Gimppirs Inv. LaRAI nepipipfinn pwner,� 1,jame. Ji'A v /1 16 V�� f) k'\i-1- PAX- >�b Bonding CompRny Addrem; Mortgm ....... ... Addrimt: Addres5; FAX: 01.11:�Mn R parmit to do t'lle �Vnjlk' atIf"I �11'�JnPmimul A'q blrlirMtAd, I PorIV isqUartU) nf OL P01'rillj! aud tal All AvOtk Ixtill ba perfnrrn�d v) ofau I'a-A rap p,�Ititi-,JR n P011PIT Must hc_qnm��rn'cj for ELPCTRICAL WOR V, pT.,T,;V,, . JA) ,b l, 'RINC., Wu'T"T."g, P06t.,,q, F11. FIRATIM5i, T& -NM, a Arai: .AJR. COND(TIONERS, ine.. ;WNACYS, BOMPR.'43' I nnrtify thal all ofthc forcgoi.t)g jgfot-�Ilazioll iq accim"I'to. Anti fljftt� All nonatruction ajj(,I zo njnR work will 13P dAnn ill nompli4nae, with all laws m"laling WARNING TO C)VVNj31TZ,: YOUR FAILURE, Tc� RPOOPT) A NOTICE Of CoMM TWICE FOR IMPROVP , I�iNCEWRNTMAY RC,4,'LTT,,T, IN V ATTORJ�Jpy aMENTS TO YOUR PROPERTY. IF YOU INTPK) TO OBTAIN FITYA qC.rN[G . OUP J313TORE RECDP.DTMG Yojjj� -C�tO'-PTCTI. np co')m VITTIf yOUR j.'L�113ER OR AN MCID-Ck: In Addition lo t.hp rzqviromemus of ijjj.� y prnliprvy.111pt nifty Ila fAiq)d in the public pecordi of this counly, "'d there ma- ' , cji jj ,y bc,'(WitionAl p(.,.rmjt,.q mquire'd from Other p -.11 of wnln� Accwincc oCpermjj i�� veriflplio, I., - W111 nof.jr), tile OWW"I Ofllha Tvq)0x1:v 1)f�'J)C4 Date PriM Owtlar/Agentl.q 1\111101—e C"nry-Srate, OfFlovida OW110"iAgent. �A Prodtv"Cd TD_ AlIPLICAT(ON APP 9pc,ci,,) Pn��W & Of T1,1041SA F,� 7 nv'A­r,_" . ...... # f t4)rpkry"StAtn' af Z b C,'0WrRN,0r/AA1,,m iS N'NINCU! ID $39.00 yj oil MIIIY'*IzIIIiIIAIrA I hereby name and a jppant: �7 U1 ( N j _Printed Name of Appointee 1(� E— Company Name of Appointee to be my lawful attomey-in-fact to act for me in applying to Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: — Section —(� Township — Range �— Subdivision Address of Property Address Signed:-- _ _-- _ aortiGod contractor oignatrue Certified Contractor•__— printed neuro Contractor License #:- c'84- state CBG State of Count' of � ) Swon�p asd sub bed bef a rn*Po� day of 9 by 'e'JfPG (name M person acknowledged) who is personally known to me or who has produced i en ca on). WUX) Notary "c Commesran a Pres: cholas Phyllis J. Nicholas 2. PUALO -Commission #DD275024 Fof"rowerd 9WMW0/250 ,,�, N; �` Expires: Dec I 2007 i9T � i I11,OP ` �dii�led'Thru Th- mol' iE Atlantic Banding CO., Inc From: Michelle Snyder To: Dan Decker Date: 2/21/2007 Time: 10:23:14 AM t Seminole County Property Appraiser Get Information by Parcel Number Page I of I Total -.$511.54 Stock Sanford TP-stl 407-322-6501 0262 http://www.scpafl.org/web/re_web.seiiiinole_county title?parcel 12203051100000670... 2/21/2007 Page 1 of 1 DAVIDJOF4NOON. CPA. ASA PROPERTY APPRAISER M , A � sr -,MINGLE COUNTY. F L- KELLY GIF 1101 E.. FIRST ST _ T1 a sarrwoFx0„eL.3.2771-14,66 � ryK 2007 WORKING VALUE SUMMARY >Wlddls, Jamie< GENERAL Value Method: Market Parcel Id: 12-20-30-511-0000-0670 Number of Buildings: 1 Owner: TILTON JEREMY W Depreciated Bldg Value: $112,147 Mailing Address: 109 MADDEN AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,000 Property Address: 109 MADDEN AVE SANFORD 32773 Land Value Ag: $0 Subdivision Name: MONROE MEADOWS Just/Market Value: $138,147 Tax District: S1-SANFORD Assessed Value (SOH): $95,953 Exemptions: 00 -HOMESTEAD (2003) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $70,953 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,069 WARRANTY DEED 02/2002 04361 0522 $101,500 Improved Yes 2006 Tax Bill Amount: $1,351 WARRANTY DEED 05/1999 03667 1325 $85,000 Improved Yes Save Our Homes (SON) Savings: $718 WARRANTY DEED 11/1994 02851 1448 $80,600 Improved Yes 2006 Taxable Value: $68,613 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... - Method Units Price Value LEG LOT 67 MONROE MEADOWS PB 46 LOT 0 0 1.000 26,000.00 $26,000 PGS 16 & 17 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE CONC $112,147 $117,740 1984 6 1,243 1,723 1,243 FAMILY BLOCK Appendage / Sgft GARAGE FINISHED /448 Appendage / Sgft OPEN PORCH FINISHED/ 32 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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 JusWarket value. http://www.scpafl.org/web/re_web.seiiiinole_county title?parcel 12203051100000670... 2/21/2007 Page 1 of 1 Tilton Residence 109 Madden Ave Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace front entry door unit. M I A M hgADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION `� 1S MI -DAD CO , FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NO'T'ICE OF ACCEPTANCE (NOA) Jeld,Wen, Inc. 31725 Highway 97 N. Chiloquin, OR 97624 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 this product or material fails to perform in the accepted manner, 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 acceptance, 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 "DoorCraft®" 6'8" W/E Inswing Opaque Insulated Steel Door w/wo Sidelites— Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2166, dated 11/15/01, with revision 1 dated 03/14/02, titled "Inswing Opaque Wood Edge Steel Door up to 107" x 6-8 Unit", sheets 1 through 7, prepared by R. W. Building Consultants, Inc., 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 IMPACT RATING: Large and Small Missile Impact Resistant 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 after 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, and/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. This NOA consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01-1218.06 Expiration Date: August 22, 2007 Approval Date: August 22, 2002 Page 1 DoorCraft® WOOD EDC WOOD EDGE OPAQUE INSULATED STEEL DOOR INSWING 6-6 UNITS W/AND W TOUT SIDELITES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCTDOES NOT MEETS THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES" 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTEX ION PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN r RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Door Leaf Construction: Face sheets: 24 ga. (0.020) minimum thickness, Galvanized steel A-525 commercial quolit AKDQ per ASTM 620 with yield strength Fy(ave.)=25,675 psi. pp; Expanded polystyrene with f 0 to 1.25 lbs. density, by Jeld-Wen, Inc. Panel Construction The active and Inactive panels are constructed form 24GA. (0.020" min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom rails. The top roil 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" with a 1,645* x 3.0" x 0.831" piece of pressed fiber board of each corner attached w/0.5" x 2.0" wire staples. The sides of the face shiest are roll formed into the LVL latch stile and. Ponderosa Pine hinge stile which measure 1.67" x LO The interior cavity is filled with polystyrene. The face sheet Is glued to the polystyrene. Sash Construction: The sash is constructed from 24G4. (0.020" min.) galvanized steel. The edges of the face sheet ore bent WY over the polystyrene core and and glued to it. The sashes are routed to receive the ODL (fel Polypropyiene Thermof7-P6-30FMO391) lite frame. The units are glazed with .125" tempered glass. The lite frames aro sealed with QSD glazing compound on the exterior. Frame Conatruction: The frames are constructed from Ponderosa Pine jambs measuring 4.563' x 1.25 The head jambs are mortised and butt Joined to the side jambs and attached with (3) 16GA. 2" x 7/16" crown wire staples. The units use a elope adjustable aluminum threshold measuring 4.562 x 1.173". The threshold is attached to the frame with (3) 16CA. 2' x 7/16" rown wire stables. ►-74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH �}� 36" MAX. W/ASTRAGAL I PANEL WIDTH 14" MAX. PANEL WIDTH "' - ` MAX. FRAME WIDTH 36" MAX. PANEL WIDTH '1 < 1> 15,5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH SINGLE W/SIDELITES INSWING UNIT 37.5* OVER MAX. FRAME WIDTH 36" MAX. rPANEL iWIDTH PANEL MAX.. DTH 107" OVERALL MAX. 36.625" MAX. PANEL WIDTH a W/ QTS IN -ACTIVE ACTIVE cs ty W y x a IL ® 6" MAX. r e 4 r 6" MAX. D.L.O. N _o N Co o 0 0 I -al -7 -Q2 w INSWING UNI T �40 ALL UNITS AREVIEWED FROM INTERIOR SINGLE W/SIDELITES INSWING UNIT 37.5* OVER MAX. FRAME WIDTH 36" MAX. rPANEL iWIDTH PANEL MAX.. DTH 107" OVERALL MAX. 36.625" MAX. PANEL WIDTH a W/ QTS FRAME WIDTH 36" MAX. PANEL WIDTH P 15.5" MAX. FRAME WIDTH 14' MAX. PANEL WIDTH X O d � a a 6" MAX. a W N � T� o DOUBLE W/VDVU S INSWING UN ED N[ r if�[UNR DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITH WINDJAMBER II WITH IMPERIAL UNIT TYPE ASTRAGAL ASTRAGAL SINGLE & DOUBLE +70.Opsf-70.Opsf +57.Opsf -57.( GLE & DOUBLE W/SIDELrrES +70.Opsf-70.Opsf +57.Opsf -57.( The 813.684.3831 BY: WLN Br: RW No Na.: S-2166 1 of 7 I X O d � a a 6" MAX. a W N � T� o DOUBLE W/VDVU S INSWING UN ED N[ r if�[UNR DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITH WINDJAMBER II WITH IMPERIAL UNIT TYPE ASTRAGAL ASTRAGAL SINGLE & DOUBLE +70.Opsf-70.Opsf +57.Opsf -57.( GLE & DOUBLE W/SIDELrrES +70.Opsf-70.Opsf +57.Opsf -57.( The 813.684.3831 BY: WLN Br: RW No Na.: S-2166 1 of 7 Z N W d d A d C d SEE NOTE 7 SHT. 4 SEE NOTE 4 SHT. 4 # U1 = " y SEE NOTE 3 t in 10 - SH 0 4 a C) 1.75" MIN.w Lt, o PANEL THK. z = w !v � a o_ o w N J INTERID LA 0 N e 17o INTERIO 0 0 h EXIERIQ ro , 1.75" MIN. PANEL THK. a D .a D D_ . � m 1 VERTIC& CROSS-SECTION N w DOOR PANEL z EXTERIO .125" MIN. GLASS THK. (TEM DESCRIPTION MATERL4L 2 q IffAD JAMB 1 114' x 4 9116' PONDER0S4 FlNGER JOINTED PME 1 144- x x PINE x N a. , A 1 X 1 F11 S I G STEEL 8 LVL LATCH SIDE STILE 1.6 X 1.0-)- x x 10 1 CO IP 650 L x .0 FOAM WOOD 1 OM RAIL 1.73 x 1.21 x .021 THK. MIN. 24GA. E L 13 R I .6 x 1.0 14 10 x W 0 R STEEL WOOD LOCK BLOCK t. 1 x 4. x 11.875 W00 16 144" x 2 1-/4- TAPCON STEEL PANDED YSTYR 1.0 to 1.2 lb. BY JELD-WEN AM 18 EXTRUDED ALUM. WALL IMPERILL ALUM. 2x %K WOOD 2 SHIM MATERIAL MAX. THK.)- 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET TFTAN 700 SERIES DEADBOLT - ABLE THRESHOLD 1 WALL 8Y PEMKOJI AL MINUM PHI TH CR STEEL 1 1 6 ASTRAGAL DED ALUM. WR68,1 N ALU 27 W N TT011 VINYL 28 IVA BRAD TRIM tAL 1 L 9 SILICONE CA C ILI roNE p G W UN D DL SILICONE 31 8 x 1 PHILLIPS P##" WN SCREW ASTRAG4. MM TO DOOR STEEL 33 z 8 1 4" 89UNQ SIDEWTE STOP ZAD UN SILXXNE W 0 SILICONE 34 SCHLAGE KNOB 1 - 5 HUIB360 - 36 )NSWING SIDELITE BOTTOM SEALN TF 1 8" TEMPERED GLASSY PPG LASS LI M DL H 0 Y. H I- 6- M POLYPRO . STEEL SIDEUT ANL 24GAL (.021 -IN. l L 8 x 1 1/2- LASCREW SCREW U L 10 x I PFH M SCREWA/PERU! ASTRAG4. TO DOOR STEEL 42 YALE K H RIS NOT RATED ABO sf - YALE DEADBOLT HERITAGE I NOT RATED ABOVE 5 s - NOT USED 10 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL 4 NOT USED r 4 &W TRIM NAIL 3 4 L. L 4 THK. x 4 9 16 DEEP x 825PEWEM *-I)I MDTT WOOD- V YV SU,L CONSULTANTS. INC ' r dd. 813.684.3831 a DATE: 10115101 AppMed os complying Wlth the MAE` N.T.S. 4. 2 }'lorplx Boldin Codc Owe. 6f: WLN m lxotiw cw. er, RW 7 2 i CROSS-SECTION 16 a W Mhtml Dale pied.""SIDELITE SASH F u au�Ne gy S-2166 sNEEr -2- or 7 id INACTIVE SEE NOTE 7 u )NTERIO ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0 . 21 34 42 312* DLA. a Top & (2) 8.0' L. ACTIVE I III x DA. a BOTTOM HORIZON AT ASTRAGAL W ITEM 26 VANDJAMBER 11 WR68J SEE DESIGN PRESSURE RATING CHART SHEET 1 1.15* MIN.__ EMS. r.25- MAX. SHIM THK. 15' MIN. — 7 SEE NOTE INTERIO 5 SHT 4 �gonLCROSS SECTION B TO SUCK 21 34 42 .25* MAX SHIM THK. MIN C-. C -SINK INTERIOR I I1713 1-2N HnRI-70NTAi CROSS SECTION \,3.1 HINGE JAMB TO SUCK 1.15' MIN. EMB. SEE NOTE 8 SHT. 4 15 61 /ACTIVE No a Plywz With do wur N.T.S. 141s WLN CHK. ft RW mwts No, S-2166 %W _L CF _7 INACTIVE 29 18 iNOTE 7 In Id SEE 2 SHT. 4 ASTRAGAL RETAINER BOLTS (2) TOTAL, (1) 9.0- L x ALUM, RETAINING SLIDE .312" DIA. 0 TOP & (1) (3) 1.0" x 4.5" x 0.565" 9.0' L x .312' DIA. o BOTTOM OPTIONAL ASTRAGAL HORIZONTAL CROSS SECTI ON AT ASTRAGAL W1 118 STR aWM IMPERIAL ASTRAGAL I SEE DESIGN PRESSURE RATING CHART SHEET I 1.15' MIN. EMB. SEE NOTE 8 SHT. 4 15 61 /ACTIVE No a Plywz With do wur N.T.S. 141s WLN CHK. ft RW mwts No, S-2166 %W _L CF _7 NOTES: 1. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; TOP DOWN; 1,0*, 3.0" & 5.0". FROM THE BOTTOM UP; 1.0', 3.0. 5.0, 20.0' & 38.75" 1. SPACING FOR ITEM 41 #10 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0. 2.5, 4.0, 5.5', 13.0", 18.0" & 26.0". 3. SPACING FOR 18 x 1 1/2' PLASCEW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 13.0", 26.0, 39.0 52.0" & 63.0. 4. 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 (I) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE A #8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE A IS x 2" PFH WOOD SCREW. 6. SPACING FOR /8 x 2.5' PFH WOOD SCREW 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 MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 318' 1/4 ROUND & BRAD TRIM NAIL x 3/4" L.. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A #10 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE /10 x 1 314" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 128 A 1 " TRIM NAIL SPACED A MAX. OF 12' ON CENTER. 'p) 1.15" MIN. EMB. I I l d Cd d 4 d, .25" MAX, SHIM THK. SEE NOTE 9 SHT. 4 75" MAX. PAD , J�SEE --Q2)--Q2)47 SEE NOTE SEE NOTE 3 SHT. 4 7 SHJ 4E 29 9, SHL 4 ECTION HT. 4 4 CROSS SE TO HINGE JAMB, TYP, 15" MIN. COUNTERSINK SEE NOTE 48 11 SHT. 4 25 a hd a 29 8 l29 EXTERID 37 N Li 38 $ Z 4 ` 37 10 15 hZd n Z to 39 1 40 9 7 1 N SEE NOTE 47 32 J SHL 4 SEE NOTE SEE NOTE 24 SEE NOTE INTERIOR 2 t 34 42 4 SHL 4 7 SHT. 4 5 SHT. 4 NOTES: 1. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; TOP DOWN; 1,0*, 3.0" & 5.0". FROM THE BOTTOM UP; 1.0', 3.0. 5.0, 20.0' & 38.75" 1. SPACING FOR ITEM 41 #10 x 1' PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0. 2.5, 4.0, 5.5', 13.0", 18.0" & 26.0". 3. SPACING FOR 18 x 1 1/2' PLASCEW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 13.0", 26.0, 39.0 52.0" & 63.0. 4. 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 (I) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE A #8 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE A IS x 2" PFH WOOD SCREW. 6. SPACING FOR /8 x 2.5' PFH WOOD SCREW 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 MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 318' 1/4 ROUND & BRAD TRIM NAIL x 3/4" L.. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE A #10 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE /10 x 1 314" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 128 A 1 " TRIM NAIL SPACED A MAX. OF 12' ON CENTER. 'p) 1.15" MIN. EMB. I I l d Cd d 4 d, .25" MAX, SHIM THK. SEE NOTE 9 SHT. 4 75" MAX. PAD , J�SEE --Q2)--Q2)47 SEE NOTE 4 5 8 SHT, T. 4 3 SHT. 4 7 SHJ 4E SEENOTE ECTION HT. 4 l2i HORIZONTAL AT SIDELITE CROSS SE TO HINGE JAMB, TYP, 15" MIN. COUNTERSINK I I ?�� a hd a 29 EXTERID 37 N SEE N0T£40 SEE NOTE 4 SHT, 4 3 SHT. 4 SEE NOTEHORIZONTAL CROSS SECTI %�ON 7 SHT. 4 AT SIDELITE TO _ BUCK. TYP. a mmpbi.l wli! Nw I IV 60 813.984.3631 7111 15 0 N.T.S. a MI. WLN L ft RW 1xq/6 NO., S-2166 DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 0 0 E t DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 1 TYP SEE DETAIL J SHT 5 TYP SEE NOTE 6 SHT. 4 r 3' 3`� lJ I I i TYPI I 3" -"i 6" 6" - 3" 3" 3" 4.5" 4.5" SINGLE F DOOR W/SIOELITES ANCHORING LOCATIONS SEE DETAIL G SHEET 5 -t . T� nF, M M M lA ASTRAGAL RETAINER BOLT o HOLES MUST BE DRILLED THROUGH THE THRESHOLD 5 & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW 1 0 DETAIL H STRIK =0Vo PLATES TO WINDJAMER ASTRAGAL o 5 Z DETAIL K SILL OPTIONAL DETAIL K SILLml WINDJAMBER ASTRAGAL IMPERIAL ASTRAGALRETAINER 80LT HOLES RETAINER BOLT THRESHOLD STRIKE PLATE 5 mm, 11 15/0? Approved a amvbine rvW the $CAtE: N.T.S. Rodd. ddioQ OMD. eY: WLN u.tc NOAY CNK. er: RW Mi.ml NKI MANIC NO.: OPTIONAL DETAIL H STRIKE gay 5-2166 PLATES TO IMPERIAL T ASTRAGAL SEE DETAIL "F" SHEET 5 - SEE DETAIL G SHEET 5 3" I _ TMP ® I ` T - TYP. _ �n M M to ^ M TYP. un h SEE- DETAIL H SHEET 5 - � ^ _ M m � m TYP. A A ^ A M M 16 NP' ! B f-- 3" 6" 6" 3" 3SEE DETAIL 3.. K SHT. 5 DOUBLE E DOOR ANGHO?1NG LOCATIONS DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 0 0 E t DETAIL J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 1 TYP SEE DETAIL J SHT 5 TYP SEE NOTE 6 SHT. 4 r 3' 3`� lJ I I i TYPI I 3" -"i 6" 6" - 3" 3" 3" 4.5" 4.5" SINGLE F DOOR W/SIOELITES ANCHORING LOCATIONS SEE DETAIL G SHEET 5 -t . T� nF, M M M lA ASTRAGAL RETAINER BOLT o HOLES MUST BE DRILLED THROUGH THE THRESHOLD 5 & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW 1 0 DETAIL H STRIK =0Vo PLATES TO WINDJAMER ASTRAGAL o 5 Z DETAIL K SILL OPTIONAL DETAIL K SILLml WINDJAMBER ASTRAGAL IMPERIAL ASTRAGALRETAINER 80LT HOLES RETAINER BOLT THRESHOLD STRIKE PLATE 5 mm, 11 15/0? Approved a amvbine rvW the $CAtE: N.T.S. Rodd. ddioQ OMD. eY: WLN u.tc NOAY CNK. er: RW Mi.ml NKI MANIC NO.: OPTIONAL DETAIL H STRIKE gay 5-2166 PLATES TO IMPERIAL T ASTRAGAL 3-- 4 "!4 SEE DETAIL "F" SHEET 5 1 ABLE DOOR W (SInFI ITES ANCHORING LOCATIONS 3" 6" 3" 6 �36 3" 3" 3" I I I I 1 1 11 t 1 1 lYP• _ — © ki ® rYP. 3• TYP. TYP. _ — TYP 7YP 1 SEE DETAIL ao j '\—SEE NOTE H SHEET 5 — 6 SHT. 4 SEE NOTE _ 6 SHT 4 ® � TYR L L TYP. — — n SEE DETAIL gK i-- 6" DOOR ANCHORING LOCATIONS SHT. 5 s - 1 ®. - I I 1 TQP. 3" 63 �I .33" 3 3 SEE DETAIL --{ I}- 3" 3" K SHT. 5 4 ABLE DOOR W (SInFI ITES ANCHORING LOCATIONS w EX1E814S — 0 INTERIOR 33 38 SEE DETAIL G SHEET 5 3" �n � ^M M ^M C, '"O 5- 3" 0.5" GLASS SITE cLazlwc DernrL 1/B• IJP R D2LASS o: WY NOTE z IT. 4 N � SEE DETAIL G SHEET 5 Arpreved u cemMy+w with the Florida oWdIng Cude Dos Nona M"'d c r.od 0 Ry rV VV BUILDINGI� )NSULTANTS. INC 813.684.3831 t: 11 15/01 ILL . N.T.S. 9. BY: WLN c er: RW \WING no.: 5-2166 M OF % -''� _I 'n ' M SEE DETAIL J SHT. 5. lYP• _ — n M ^ M ki n Mco ;n " � in 1 � 7YP ao j — TYP. oMS U) OR M — M TYP' 1 P 6• SINGLE i-- 6" DOOR ANCHORING LOCATIONS Arpreved u cemMy+w with the Florida oWdIng Cude Dos Nona M"'d c r.od 0 Ry rV VV BUILDINGI� )NSULTANTS. INC 813.684.3831 t: 11 15/01 ILL . N.T.S. 9. BY: WLN c er: RW \WING no.: 5-2166 M OF % 4.5625" ----� 1.67" 1 N O N cl WOOD FRAME n O LVL LATCH STILE 11 OpR Tpp g 3 8 4.562" -----{ I DIA. VARIES W/LOCK USED n `U T LJNSWINr THRESHOLD W ADJUSTABLE CAP WOOD LOCK BLOCK_1.71" THK. 15 .. BY IMP RIAL .051" WALL THK. 2.4375" 38 2.063` LITE FRAME OQL HP POLYPROPYLENE (THERMOFIL-P6-30FM0391) o w � v? 04 N O - O O t - L4.562" 1.097" 5 ADJUSTABLE INSWING THRESHOLD 4 x 4 STEEL DOOR HINGE. O W/SIDELITE BOTTOM SEAL .097" THK, STEEL BY HAGER BY IMPERIAL .051" WALL THK. 3.0" N ® n DRILL TRU FOR A ,8 PFH WOOD DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAM13ER 11 WR68J STRIKE PLATE STEEL PLATE 2.375" ---{ ASTRAGAL HAS B1) 9.0' L. x .312" DIA. & (1) 9.0" L. x .312" DLA. SOLT ® BOTTOM OLT ® TOP .912" 18 MQN RAGAa EXTRUDED RI LI.MASS .075" WALL --� 1.0" f- ASTRAGAL HAS ^. (2) 8 .0" L. x .312" DIA. �^ BOLTS ® BOTTOM & (2) 8 .0" L. x .312" DIA. BOLTS ® TOP I- 1.767" F 26 ASTRAGAL /042/440AER (WR68J T-6063 EXTRUDED ALUMINUM .25" L— 1.73" DOOR STEEL EDGE GAP. NIMM .021" ROLL FORMED STEEL ro .45" 475" 27 INSWING DOOR BOTTOM _SWEEP. EXTRUDED VINYL .060" THK WALL TYP. 0 0 1 0 0 0' 10 F -- COMPRESSION WEATHERSRTIP SCHI EGEL O—LON ODS 650 App rwod n cm rk6t0e Flodde BoWn a Dnte NO MIaW ' ndxtt Dr �o 813.684.3831 BY. WLIN BY: RW No Nd.: S-2166 7 of