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WS-18-926 t _ .... a... � � _, .v .�.:.�,Y. �.,� ,_ _.__ ,..,_. .... .....�..,..�......�,,� � �� l�, � ' 3 �� �`°Gf�� d '' � � t I _ .s.. .. i z f I k r � Permit NO. WS-4-'I$-925 snO1 S L,� Miami Shores Village ■ Permit Type:WindOWSlShutters 10050 N.E.2nd Avenue NE er , Work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 GOR11D Issue Date:511412018. Expiration: 1110/2018 Project Address Parcel Number Applicant 9800 NE 13 Avenue 1132050090280 Miami Shores, FL Block: Lot: JANET LILLY Owner Information Address Phone Cell STUART LILLY 9800 NE 13 AVE MIAMI SHORES FL 33138-2504 Contractor(s) Phone Cell Phone Valuation: $ 900.00 DAVID HESTER, INC. (786)246-6429 Total Sq Feet: Type of Work:REMOVE&INSTALL NEW BACK DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REMOVE&INSTALL NEW BACK DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee $2.00 Invoice# WS-4-18-67105 DCA Fee $2.00 04/10/2018 Credit Card $50.00 $74.60 Education Surcharge" . $0.20 05/14/2018 Credit Card $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 4 k k 1 ' 4 f In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are_ required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i OWNERS AFFIDAVIT: I certify that all the foregoi informati is a cu to that will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-name cont ct t the w k t May 14, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 14,2018 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:{305}795.2204 Fax:f305)7W41072 Inspection Number. P-301282- Pefmitisiumber WS-4-18-926 Scheduled Inspection Date:Jane 08,2018 Permit Type: tndows/Shutters Inspector:Naranjo,Ismael Inspection Type::Final Owner LILLY,STUART Work Classification.- r Replacement Job Address:9800 NE 13 Avenue Miami Shores,Fl PlLlrf$Number Parcel Number 113205MM280 Project: <NONE> Contractor DAVID HESTER,INC. Phone:(786)2 29 Building Department Comments REMOVE&INSTALL NEW BACK DOORt tie Passed merats INSPECTOR COMMENTS t=atty Inspector Comments Passed 4 k� 1 Failed Corfection Needed R 4nspe'Cti n Fee No Adftoml Impections can be sciedulad until re-inspection Is paid LP, June 07,2018 For Inspections please call:(305)762-4948 Page 5 of 26 Miami Shores VillageFBY: .- Tel: -- , �\ \��` �� Building Department 018 ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 j FBC 2011. `" BUILDING Master Permit No.WS t6— q 2.6 PERMIT APPLICATION Sub Permit No. w `%BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION DRENEWAL i ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF CANCELLATION SHOP /� ,— 2 CONTRACTOR DRAWINGS G� JOB ADDRESS: 1 le C)C) ��C^ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO -Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: I l l -lI � ,,c�S�3� OWNER: Name(Fee Simple Titleholder): I`(� �CLh('iI �� 5 ` (r Phone#: , Address: q�oo Np 13� Ave , t- I City: f l 1`GtM k, J I o1/-eS State:" I— I_ Zip: 3-313R Tenant/Lessee Name: Phone#: d r Email: 1 }� V)1GLi torn ts 41� CONTRACTOR:Com an Name: me: l S) � . �9 �'� ) 11Z ' �_ Phone#l: d� �7 q Address: "l 2 City: ` vlc� State: \ Zip: Qualifier Name: Psl� f— Phone#: State Certification or Registration#: 140 Certificate of Competency#: <.`.. DESIGNER:Architect/Engineer: Pho6e#-. Address: pCity: m. State: . Zip: O Value of Work for this Permit:$ ` 01�. Square/Linear Footage of Work: Type of Work: ❑ Addition yp ❑ Alteration ❑ NewI N®, Repair/Rye Demolition _ Descri tion.of Work. Lam. M 0 O k. + G �1\.- .f°,Lo— oor_ R. 4 Specify color=of ro/orthru'tile:c Submittal Fee opo 1 " .PermitFee$1 + CCF$ CO/CC$ Scanning Fee$ -Radon`FeeSt$'` ' �` DBPR'•$•= r Notary$ Technology Fee$ " Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i •, l r Bonding Company's Name(if applicable) r 6' Bonding Company's Address i City ` 4 �� t State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address s City C.. t k } ! tel.L' State Zip 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 meet the standards of all laws regulatirig construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... s e OWNER'S AFFIDAVIT: I certify that all 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-JN 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." F Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for,the first inspection which' occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 5 SignatSignature OWNER or AGENT y .^r. CONTRACTOR t i / ytThe fore oing instrumen •was acknowledged before me this 'The foregoing instrument was acknowledged befo me this day of�F 20 l� by r day cif- f Jr� 20� by (r�/Y 5,6`1T who is personally known t0 ; < �r�1 ` _ who is personally known to me-or who has-produced L –' x was`me-urwh -has,pruLcecl — l�xk 4� %as identification and who did take an oath. id tification a" ho did take an oath. NOTARY PUBLIC: OTA Y PUBL jC:Sign: Sig Print: /�S Print: Seal: CASSANDRA HARRISON ZANNotary Public,State of Seal: Commission#FF 987414 My comm.expires May Florida20,2020 Pay PL4 NICOLE AUGCOMFAR � ' Commission#GG 045883 APPROVED BY Plans Examiner P�fid`' My Comm.Expires Nov e,2020 Zoning Structural Review Clerk i (Revised02/24/2014) r Miami Shores Village ♦SNi�c.REs Gi Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �eOR�vA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits ' ' Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits'for the installation of same, it the t responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac kn wl em 'n Qualifier/Owner Signature Date Print Name 4 1 SNORES D Miami Shores village ' logo J Billet" Building Department 10050 N.E.2nd Avenue ORiDp 0 Miami Shores, Florida 33138 �LTel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two(2)copies of drawing of the building,showing location of the windows,doors and shutters to be replaces. ❑ Two(2)copies of the Comparison Chart,with all the required information.(NOA approval number,size of each opening,(width and height),opening design pressures,and design pressures for each component taken from the individual NOA,"Notice of Acceptance") ❑ . Two(2)copies of State of Florida or Miami Dade County approved NOA for each different components being installed.(Windows,Doors,Mullions,Fixed Glass,shutter) ❑ Florida Building Code-Existing Building,section 706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors,skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the ' aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening.The minimum opening size:(20"wide x 24"high) + ❑ If Owner is doing the work,include the Owner Builder Disclosure. ❑ Require inspections:Buck(if greater than 1 x),Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS,DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL.GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 t C 9999 9999.. o . . . . APR 1 2 .. 9999 9999.. 9999 9999.. G L� 9999.. 9999: 9999 .9000. 9. Y 999 . 999 ..9.9.9 ...9 9999. . 9 .. .. �... 9999.. 9999.. 9999.. ..�-�...., 900.00.. .. . .. Miami Shr � C � Village I.T APPROVED BY DATE M ZONING DEP' =, 1 ­' .. q BLDG DEPT SUBJECT o crhIP(1fiNCE wrrH ALL PE E FIAL ^;Y. STATE ANv C C I �'f rill AI"1L)REG lel ATIONS REVISION RV w J M O 7w� F N o A Z ^�x 68'3" W F V ~ ~N _ w _ N� O N� V 3 W ID 13'- H � ED Z 0 a .W a �� W LOCATION OF ALL OTHER DOO,5 AND L REPLACEMENT DOOR WINDOWS EX15ITNG :., REAR ELEVATION w w Z g J U � w _ w w > > UQ ( gm � 02LUz0 0 � 0 0 Q •• •S: • . .• . • •• .. ... .. . . . .. 0 F FL ORS =.0 N/A /� elao er RI1 • • • �♦ • • • • • • , ) 1r • • • ••• • • • • • v;� �� OA -1-2018 � .,IEET , • f -1 � of RlcEte 0:00:0 •• •• • • • •• • • . . . AR 1 81 - . .. .. . . . .. .. r• L "MecaWind 'Pro.`v2,. 2 '• 7 •'5 per ASCE 7-i0 Developed;by MECA"Enterprises, Inc. Copyright `www.mecaenterprises.com v " Directional Procedure Simplified'Diaphragm Building' (Ch 27 Part'2) Basic,.Wind�Speed(V) 175.00 mph • „ Structural Category, II -' / Exposure Category = C Natural Frequency =-' N/AFlexible Structure- No Importance Factor , 1.00 Kd Directional Factor = 0."85 ' Alpha _ 9.50 Zg = 900,:00 ft At 0.11 Bt = 1.00 Y AmP �. = 0.15 Bm = 0.65 0 Cc = 0.20 1 500.00. ft f Epsilon _ 0.20 Zmin = 15.00 ft t O Pitch ofRoof - = 3,: ,12 Slope of Roof(Theta) = 14.04`Deg•.'. �. hi'Mean Roof Ht _ 11.67 ft Type, of Roof GABLED E ° RHt: Ridge Ht = 14.33 7ft Eht: Eave Height _ _ 9.00 ft N OH: Roof.Overhang,at Eave=T 1,.33 ft Overhead,Type. = OH w/,soffit; Q Bldg-Length' Along,Ridge 68.00 ft Bldg Width Across.Ridge=' 40.00 ft .,r Q Gust'Factor Calculations ❑ Gust Factor Categ`o'ry I Rigid Structures -•Simplified Method' 0000' -0' _ -f 85 'Gustl: For Rigid Structures (Nat: Freq.>1:Hz) use 0.85 0. • �" •••••• •••••Q : •O 0 Soo Gust Factor.Category II RigidxStructures - Complete Analysis •, • •, •O' Zm': 0.6*Ht = •35.OE•iRti•• •• • ••i••M lzm:, C6*(33/Zm)^0.167 „ _ 0,23•*••i " • - • Lzm:-, 1*(Zm/33)^Epsilon'-- = 427 '06•ft00 •••• _ i••••� Q`•` (1/(1+0.63*((B+Ht)/Lzm)^0.63)).^0.5 = 0.9a '•`' • • Lr) Gust2: 0.925*((1+1.7*lzm*3� 4*Q)/(1+1-..7*3.4*Tzm)), = 0.89*••• •••• ••.••p r _ „i Gust Factor Summar • • 0000 • Not a Flexible.Structure use the Lessor of Gustl or Gust2 0'.85••••• ' '• • Table 26.11-1 Internal,PressureCoefficie•ntsi`for'Buildings, GCpi ' • •• i• ••••�� 1 GCPi Internal Pressure Coefficient• _ +/-0 7 ••'• :00!00°' _ �•••%D so Topographic Adjustment , •�•••• 01 N , .. 0:39*z = 1.00 0. rKzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 K C') Vtopo: Adjust, V per Para,27.5'2: V'* (Kzt(0.33*z)(^0.5 = 175.00 mph 0,. { Wind Pressure on Components and,Cladding (Ch 30 'Part 1) r, U F- cY) OF F4ORID; w 0 a an.,,,� CV i i S � • N 'Roof note ` `' 2 1 r i :. 1 U 5� �• , • ,2 2, r , •, PQM w Q . . 4 z o LU n 5 5' a ' . =o ,. �ti'alls 'a Gable Roof 7'<A._T �' Z 1 nf; Q w 'All pressures shown are based upon'ASD-Design, with a lioad Factor of .6 } Width of Pressure-Coefficient Zone "a" ,= 4.00 ftO N c ' ( Description' Width Span Area`Zone ' Max Min Max P Mii► P Z t ft ft• ft^2 GCp GCp psf psf O z DOO----------------------------------- -=------------------------=----- Q R OPENING: 2.50" 6.67' 16.7 4 0.96 ' 1.06 38.72 - -42.11 0,Cl) Khcc:Comp-. &' Clad. Table 6-3 Case 10.85 O i Qhcc:..00256*VA 2*Khcc*Kht*Kd = ' 33.94 psf N , r IHERMADTRU* THERMA T - - * •J-tip RU -DOORS os 1 1 El INDUSTRIAL DR., EDOERTON, OH 43517 37.75X• i ei n FRAME VMTH '�.�'••........•• Q� •o 0 "SMOOTH STAR"; "FIBER CLASSIC'; 8 •p P RNA ar*la� �� gym= ' N•; 11 I 11 If ` E s�•m CLASSIC CRAFT' & CLASSIC CRAFT RUSTIC N N m Ci FIBERGLASS GLAZED DOOR _ INSWING/OUTSWINGa "IMPACT" GMEM NOTES o 1. This product has been evaluated and is In comptance with the 5th Edition(2014)%Ido WMV Code N 1-15 "C)structural req*emenh including the Wo Velocity Wk—Zone-(HVHZ). � �� � go 2. Product anchors shall be as tushed and spaced as shown on details.Anchor embedment to base e X d W ffKderkA sholl be beyond wsaf dressing or stucco. O 3. When used In the WW this product compies with Section 1626 of the Florida bAdIng Code and does 0. not require an Impact resistant coverhg. a 4. When used In areas outside of the VYHr regAty wind borne debris protection this product compies 1£ with Section 1609.1.2 of the FBC and does not require an irll W resistant covering.This product meet missfe level*V and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FSC. 5. `For 2x stud hontirlp construction,anchoring of these units shall be the some as that shown for 2(buck / - Y Win• N 2S 6. Site corbftiom that deviate from the deta9s of this drawing require further engheerfrg analysis by a. w z licensed engineer or regktered architect. S _ n O U N 7. Wswi g cor fturatbm using coastal 311 Sem#31 under active doors meet water Wiltration o requirements for WW ~W�W< O O LU 8. Inswing configurators and oulswig configurations using sa items#1&#14,#15.#16.#34 3#37 order the door do not meet the water InRtrotion requirement for the 14VHZ-and shall be installed only In ^^ nondabSable areas or at habitable locations protected by an overlong or canopy such that the angle between the edge of dopy or overhang to s0 Is less than 45 degrees. •• 009 • • • • • •• ow o, • • • • • • • • • n N J TABUOF CONFEMS • • •• • • • • • N, s SNE61# DESCdPDON SHEEEI•# DESCOPIM • •i.40--K, •Q Ll• 's �1?$IGN PRESSURE n O1 z n° 1 I elevations pressures S notes 7 Vertical cross sectIom •fir EWiN(i k• 'y FR E " ' 0 atc 6125108 i 2 Door details 3 details Smooth Star) 8 Buds orld frame anchoring 2X buck masonry construction , :•.DIMENSION t PGSRIVE NEGATIVE' sc¢c N.T.S. 9 2 3 Door parse)detail(liber Classic) 9 Rama anchoring 1 X buck masonry construction MG.BY: JK m • •INCWING• 37 IS x 82001 +6$.0 -$$.0 4 Door palet defafs(Classic Croft) 10 Component • • • • • • • • cMc.er: LFS 3 5 Door panel detail Classic Craft Rustle 11 a of materials •• • • • • • oaAwwe NO, a 6 Horizontal cross sections • SVMINO .7T xl0.620 $1•0 -5$.0 FL-10975.1 0 • p SNFET_L or 11 O 24.58"MAX. 39 4 D.L.O. 47 4 INTERIOR _ n o- 44 oz 46 4 0 a •: �35 . Ea imn0 49 4d 49 N" e 3 0 o a EXTERIOR G1 1 39 N" . 4r mda`m 1 HORIZONTAL CROSS SECTION a? �d N O DETAIL A-A =y og DOOR PANEL L w a� SmoothStor Gl of m 00 nK 41 HINGE STILE TOP L KS E07TOM RAIIL 17 LOCK STILE a a P.1 -EXTERIOR INTERIOR m 3illy y i$ G ti 1 GLASS BITE o S CELLULAR 1"THK. 0 4 z GLAZING GLASS w 2 C' N TAPE 1/8"TEMPERED N'^ w EXTERIOR GLASS o o g AIR SPACE 49 F w 5/37'ANNEALED o o GLASS Q.j i 3 2"DIA.MAX. ��_0.090'SARJD(PVB 39 a INTERLAYER •• ••• • • • • • •• 'w z INTERIOR • • • • • • • • • N° a 3 1/8"ANNEALED • • •• • • • • • a n o n 0000 00o ppyV99S $ • •• • • • • ••• • _ GLASS • • • • • • • • • 0 0 O O S. 552 SWIGGLE GLAZINGO 35 DATE: 6125108 i 0 2886%I�OPXEN SPACER SCALE: N.T.S. 39 AREA a G I GLAZING DETAIL ••• 0:0 � ••• ••• ••• DWG.B'•' JK m nu.BY: LFS ; >! DETAIL A-A • • • ••• • • � Panel reinforcement • • • • • • • .Z VSW&At CROSS SECTION DRAWING NO.: • • •• • • • Z • • • FL-10975.1 0 G 7N SHEET00 00 0 0 2 OP 11 0 ` __ _ _ y _ _ • • • • • • • • • _ 24.58"MAX. D.LO. 39 3 4 2 *QR = a; -� _ e # e• . \\i'll,11j11110 0.1 z0.(o %h a d 00. 51 1 \ maa� o ° 3 G1 1 2 \v` o W �a HORIZONTAL CROSS SECTION 3 0 O � � aU �{ 121" QV) I -yq w5 } WU L DETAIL A-A � �� �2 om DOOR MNEL L W o �P- GI mEXTERIOR INTERIOR m G W e I I V ^ LJUJU 4 WmU O N�U N Of � U �W � SZ RAIL � ROTIOM RAIL o o rw T DLA.MAX. i i 3 of N•_ h •• ••• • • • 4 • •• ., '�W Z o000 000 ••� • 51 n�°o • • • • • • • • '�' '�N u O O •• ••• 3 •• • Z 39 2M DATE 6125108 Z S5 scALE: N.T.S. ° s - DETAIL A-A • ••• • • uwc.BY: J1{ m n • • • • • • • • • • Cw.er: LFS Panel reinforcement • • s• • • • ; ••• i• • • • •RMAL O S CTION °ruwn+°NO.: P • • {{ • 00* • FL-10975.1 0° i • _ sNccr 3 OF 11 0 ••• • • • • ••• • • ••• • • • ••• • • 3 4 2 �Q,��,.•••.. 24.58"MAX. :f ':. ♦r ' 'n D.LO. 39 INTERIOR '>a 62 =o 4 r` SC . — - — `Z O �o — 64 Y'• "oII, 0 R xzEj { EXTERIOR 9 m°a 0 61 35 39 46 35 1 ti `L�� 'm aa:n E G1 1 2 1 gg E0 !21 HORIZONTAL CROSS SECTION / 4 3 cc 0 �W w �1.49"� 4 V) J ZU DETAIL A-A R'S o DOOR PANEL o Cloulc craft K TOP RAIL f10iTOM RAIL EXTERIOR INTERIOR a IlYP.) s G1 m % ) 1.44"+{ 4.10'.---.{ N b W�� g 1r EDIr _< r 39 hN a N U ' <C I r 2 DIA.MAX. 64 HINGE Si1LE 67 LOC O 61 00 J � 0000 000 • • •s • • • :q'< � na•-O o 13 O O 6125108 = 39 28.86%OPf3J t: .:r;-::s srJuc N.T.S.AREA MAX. . 2 DEMI(A-A • 000 • • • • DWG.rn^ JK m • • • • s • • • • • • ••• • • • • owc.BY: LFS 3 Panel reinforcement ••• • • • VERTI O S SECTION G"AM91 G W. o S • • • 4• ••• • FL-10975.1 0 c s�+ax 4 of 11 p 24.59^MAX. 2 4 3 Z.O:' :�i In D.LO. n INTERIOR 39 �c 01- _ ias ioil cb- 1 g 0 o EXTERIOR 71 ~ `tY' m'° CW a Q CL ' � a0. ° 35 v 1 G1 35 2 1 HORIZONTAL CROSS SECTION 3 00 N O ¢? 1.49" �w o� 1 2 Q WN 2 RV DETAIL A-A okn DOOR► NEL K 1.49" m o o70 � Ucraft rustic 'I EXTERIOR INTERIOR �I a m o: a � 4 0 39 mos N N� 2"DIA.MAX. a<y 4.10" DOS _ T qq . 00 0o O O Yf •••• •••• • ••• ••••• ••• ••• 35 2 28.86%OPEN 39 AREA MAX. • • �. o••• •i 0 i GtjF= DATE: 6125108 : DEVIL A-A TOP RAIZ �1 HINGE AND LOCK SIRE n 75 SCALE: N.T.S. 2 Panel reinforcement DWG.BY: JK m ••• •i• • •• ••• ••• CHK.BY, LFS • • • ••• •2 0 S SECTION DRAWING NO.: O • • • • • • • •• • •$ • • • FL-10975.1 0 3 • • • ••• • SHEET 5 of 1 1 ••• • • • • ••• • • 7 7 INTERIOR 50O;J�U✓n1 D 60 L — 9 10 a 40 70 2 9 10 z 0 0 2T \ o o n azo v t EO ;W.0 N g ov 9 c Z ' .0 a. CD a am \`vI� v° € `0i 6 0 6 cW 3 �d 7 17 6 EXTERIOR 8 o 1 =p O .1 W 2 E20 W D C A p =S =o c� a U E W K ° K 7 7 7 i 1/4'MIN. L orx f CO EMB.(TYP.I W a ° o C SO 60 HORIIOMAL CROSS SECTION ` ° 27 40 7G 6 ck Shown w/t x sub-buy 10 Y Y Y> »m ° INTERIOR INTERIOR L 10 5 v O tz J • ? p N • ° m N v Z v W E U O N moo > N N N W 7 W W U ° S EXTERIOR EXTERIOR 7 n a v ° L 50 60A7 F... •• ••• • • •AO 7 ••• L nNO o Z ° v AD 0.1 • � 0 i i � : lz p0.1S v ° ^ ^zv I�CSINK' •• ••• •• • CSINK DAM 6 ZS 08 =FYP•) In'P•1SME: N.T.S. °C 1-1/4"MIN. OwO.er: JK m' EMB•(TYP.) ORIZOMAL CROSS SECTION •'• ';• •'�IZQjML CROSS SECTION E CW BY: LFS i 6 tr�wing conflguration slawm n9 also approved ••• i • • i 6 1lnwing ConllguroNon shown W hC MIN. Oraw NO Ho.: • • •• • • • � 4 o�°Pproved EMB.(rrP.) FL-10975.1 n • • • • ••• • SHEET 6 OF 1 1 f N 0:0 •• • • • • 0:0 •• • • r �-Un V a c �'' D ``� ri ° ° ° E ° a ° a° a irrrr�crs„ � z gmz° B _ gg Ern z m•v C A C 50 60 ` z �m E c ei 40 70 50 60 40 70 T9 a 7 cVg (, =W o EXTERIOR B INTERIOR EXTERIOR 14 18 INTERIOR 15 34 INTERIOR L EXTERIOR 1 VERTICAL CROSS SECTION z a 70 16 37 2 VERTICAL CROSS SECTION 7 Outswing configuratbn shown f 7 Shown w/1X sub-buck I W o kuwing also approved m E o Co F o rc � a a INTERIOR EXTERIOR p >>>m 50 60 ° 40 70 e ° o0 32 I o 0 � EXTERIOR INTERIOR N m�a v, Z y W o¢ O 36 36 E ��VERTICAL CROSS SECTION _ 50 60 3T N W _m 7 Outswing cont Z �o o U for"HVHr water Infiltration 40 70 F W requrements ° N N^ e ° ° e •• ••• • • • • • ° ••, F nN' a • • •• • • P .• ° z _i • •• • • • ••• • e e > e h N 0 V ••• ••i ••� • • • •• DATE: 6/25/08 °z 5 VERTICAL CROSS SECTION SCALE: N.T.S. z 3 VERTICAL CROSS SECTION °"`'e.: J1< m • ••• • • .7 Ortswing can 7 Inswing configuratbn • • • • •ee�enerd.es,sheet 1 CHK.By: LFS see general notes,sheet 1 • • • ••• • • • for TIVHr wafer InStration orawwc Ho.: a for'?NHTwater nfgratlon • • • • • • • • •• • rnenh FL-109751 p' requcements • • •• • • • • . 0 P—_7 or 11 Y ••• • • • • ••• • • • •• •• • • • •• •• • ••• • • • ••• • • r o````, * �//./A/i QLLZ hZ'tin h -a1 LLQ 01 N��:ja•, • •y ••�j !Un CL ul TYP.HEAD 4 1*it%%� %`% ` O n z D &JAMBS t ' i X=v TYP.HEAD E m MASONRY — &JAMBS — �6 6 ' �': 'm a`a OPENING MASONRY D p Z � OPENING� K � W �a o�(U!i 0 — _ N z cc 0 FRAME ® K D $ oz 01 " f9z — — _ 27 �g QO 7=zU 2X BUCK--\ � � _^ w �o 2X BUCK ^Lj LATCH t DEAD80LTDETAIL ~u e i UI m o: a O Y 9 um TYP.SILL 10 n a m L >Ic L m 1n 3 Lij10 o V L wO` O S to BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N w y Masonry 2X buck construction HINGE DEVIL CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 Inswing a a edge distance to mortor Joints. j��, G 2.Concrete anchor kuations noted as MAX.ON CENW must be adjusted to 10 0 maintain the min.edge distance m tance to ortar joints,additional concrete anchors ° Smay be required to ensure the'MAX ON CENTER"dknenslon are not exceeded. oma i v 3.Concrete anchor table: *00 ••i i ••• ••• n a a N ] MIN.CLEARANCE MIN.CLEARANCE ANCHOR ANCHOR MIN. •• • ••i i i• •• _ z TO MASONRY TO ADJACENT • • • • • • • • • 10 z u TYPE SITE EMBEDMENT EDGE ANCHOR •• 99* •• • • • •• 10 DATE: 6/25/08 i gz S ITW TAPCON• 2" * ` SCALE: N.T.S. ° Doo-BY. JK m' ELCO CHK.BY: LFS • 1/1" 1.1/4" 1' f• ••• • • • • ULTRACON • • • • • • • • • • 3 WOOD SCREW INSTALLATION NOTES: • • • ••• • • • • • a 1.Maintain a minhsum 5/8"edge distance,I"end distance,&1"o.c.spacing of • • • • • • • • •• • • "s"c NO, HINGE DEVIL • wood screws to prevent the splitting of wood. 000 • i ••• ••i ••• OuWng FL-10975.1 � s�cr 8 or 11 O ••• • • • • ••• • • ••• • • • ••• • • ♦ Ml Cl 0 to gi 0 TYP.HEAD& a E o 39=v W JAMBS O z �! j u°Coi s "� mafT MASONRY p 28 D U OPENING $ \ 1 E o Z G v 3a — — Y FRAME C' D $ MO m to x U O zzU— _ 27 � ?z S S � p0 j 0 WEn 2 =U En W TAI j ~ 1X BUCK nU LATCH iDEADBOLTDEL �� V) ao F O m W TYP.SILL H & �` a a ,P 10 »>m d 1 10 10 7. L N • U -z HINGE JAMB "FRAME ANCHORING STRIKE JAMB I Masonry 1 X buck construction o h N y HINGE DETAIL o o Hr CONCRETE ANCHOR NOTES: U Inswingi.Concrete anchor locations at the corners may be adrysted to maintain the min. 9 of edge distance to mortar Joints. an u 2.Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to ? maintain the min.edge distance to mortar joints,additional concrete anchors 10 • may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. •• ••• • • • • • • 3 Concrete anchor table • • • • • • • 1H0 L ANCHf)BANCIiOJ! MIN MIN Gt11RAMCE MIN CLEALtANGE: •• •i ••i i • • • 10 ^N n z T1r@>» ] tM11E1TMENT T[7 MASONRY T©ADJACENT ••• •• •• •• 0 • N^z v :. EDGE AA1CNbR � DA 6 25 08 i 11V11 • 1/4" 1114" T 4" 10 scut N.T.S. _ 9 TA►CON e ELCO 4" • ••• • • • uvr.�: JK m 1/4' 1.114" 1" • • • • • • • • • ULTRACON • • Dix.BY. LFS 3 • • • ••• • • • WOOD SCREW INSTALLATION NOTES: • • • • • • • • •• I E AIL DPAMNG N0'` • 1.Maintain a minimum 5/8"edge distance,lend distance,&1•o.c.spacing of • • •• • • • w wood screws to prevent the spWng of wood. • • • • ••• Ouiswing FL-10975.1 0 a SHEET 9 OF j iI 0 ••• • • • • ••• • • / 5.83" 563 Q . '/� n 236" 5.75' 23T 1.68" -j =_' * J.ci o 1 Y /� .............. • \\ J O b b UN •: O 8 OUTSWING THRESHOLD �\OUISWIN THRESHOLD �1 TNSMNG THRESHOLD Z E a i m c u With therrr)aI break 541 ' Composite s0 w Adjustable with � 8 �r 0 `O a kA substrate Standard subshote N ' m a 0.m tV • �. � 6 oz 4WcLi 583' a 5.83" T 237"--1 1.68'�{ II I o o 1— ;E m Q WEn W �TLUISWING IHRESNOLD �1 OUISWING THRESHOLD LNG THRESHOLD ix-::s s Coastal Standard wubahate W=.," W CZ o N o t 583" 5sr a a 4.56' $ 2.36"--{ 237"--1 1.68" m Im to o: f < C) O O N mtz U) W00 O Li N 37 OUISWING 7HRlYHOID 16 OUISWING THRESHOLD INSWING THRESHOLD asm StarxJard substrate Standard substrate ~~ ww a¢� 5.75" is 4. •• ••• • • • • • •• p w = T l • • • • i • Y • 1.92" fey • •• • • • i ••• • tVV • • • • • • • • e7 ty.-Z U fn II I DkTE: 6125108 ? o 2.36'--I� sc-E: N.T.S. OUTSWING THRESHOLD 19 20HEAD A SIDE • ••• • • • Dwc•BY. JK m' Seo a9 Jam i i i •• i i J3 � CHK.BY: LFS 3 • • • • • • • • •• • • DRAWWG NO, � • • •• • • • • • • FL-10975.1 0 13 SHEET 10 Or 11 " — — O ••• • • • ••• • • BILL OF MATERIALS •••BILL OF MATERIALS ��� *• 17EMI DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL 40 •': n A I BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS B U >_0.55 51 FIBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS FIBERGLASS = � •z<�?�, C MAX.1/4"SHIM SPACE 52 TOP RAIL COMP. z D 1/4'X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD :V"• °o n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 55 BOTTOM RAIL '��� ••., .• ••• �'% o m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 57 LOCK STILE COMP. i� •• `�� H>_n°$ LVL/WOOD F 114'X 1-3/4"PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT) FIBERGLASS f11j 11% m z G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS v i .Z v H 114'x 3-1/4"PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. n 90 o a I 1/4'X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD 5,"� a a Ia J 1/4'X 33/4"PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL '� K #8 X 2-1/7'PFH WOOD SCREW STEEL 67 LOCK STILELVUWOOD $Z L #10 X 2-1 7'PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSICCRAFT RUSTIC) FIBERGLASS a 1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. c 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 4 #110X 1-1/7'PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD g 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM W 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM } 9 4'X 4"HINGE.097'THK. STEEL " m 10 #10 X 3/4'PFH WOOD SCREW HINGE TO FRAME STEEL , o 14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. c> 7 d 15 THRESHOLD OUTSWING-5.9/4"COMPOSITE SILL ALUM./COMP. j) m o m 16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. & 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL a a g� 18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD s 19 HEADER JAMB SG>=0.42 WOOD 20 SIDE JAMB SG>=0.42 WOOD 21STEEL o 27 LATCH STRIKE LATE2B DEADBOLT PLATE ---- E L o g REEL- 31 �i 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD w o� o 32 DOOR BOTTOM SWEEP PVC$ h N 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. �j _ 34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD o0 0 35 7/16"X 1/7'STAPLE STEEL a a 36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUMJCOMP. >S 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. •• ••• • • • • • •• f�nc4 ^w39 PANEL REINFORCEMENT 0.023"THK. STEEL i • i i i i i i m a t40 FIBERGLASS DOOR P N L W STEEL REIN RC ENT SMOOTH STAR FIBER LASS • • �•. •• n� i44 HINGE STILE WOOD •• ••• •• • • • •• ^z o° 3 45 BOTTOM RAIL COMP. ah 6125108 z_° g 46 INSULATING FOAM CORE POLYURETHANE sum: N.T.S. F 47 LOCK STILE LVL/WOOD • ••• • • • • owc.BY. JK m' 48 TOP RAIL COMP. • • • • • • • • • • • • • ••• • • • • • cHc.BY. LFS ; 49 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS • • • • • • • • •• • • uPAW,c ND.; NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42)' • • • • ••• • FL-10975.1 SHEET 11 OF 11 O • • • • • • • • • • • • • ••• • •• •• - ••• :*- o: ••• • • a • ' 1/IllunfNtt 1HERMANTRU m- = DOORS z * o v%• = g��N Fiber-Classic., & Smooth-Star,, - . o mn PIE ill till 11,1 in n m Z 0 0 a • Li aa•;Z 7. E v a oZu ., .. N a E u� J c W COMPOSITE EDGE 37.75'MAX Q.A. n a ". m a a 0. GLAZED FIBERGLASS SINGLE DOOR FRAME WIDTH E Di g INSWING/OUTSWING cW 'YM PACT" �o n z x o� $ GENERAL NOTES o z w ti I, This product evaluation drawing has been developed in compliance with the 6th Edition(2017)Florida Building' z �� o o Code)FOC)including the"High Velocity Hurricane Zone"(HVHZ), d z bw xis n n $ 2. Product anchors shall be as listed and spaced as shown on detalis.Anchor embedment to base material shall be Os = a O ® ~m < a beyond wall dressing or stucco. w xO •••• c a 0 w • • ••• �•••• 3. When used in the"HVHZ"this product complies with Section 1626 of the FEC and does not require an impact co u o� < a • resistant covering. < •• • • o • 4. When used in oleos outside of thecc NVHT'requiring win borne debris protection,this product complies with FBC ( •••••• • • S Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level •• "D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2,1. H 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry �_(y_ •••• • ooof•• _ - 1 •••••• �••• • > construction. , s • • • m 0 6. Site condifions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. °°°° ° • • • • • 7. This product meets the water Infiltration requirements for the"HVHT'. •°°°• ` 8. Outswing configurations using Coastal SRI(item N 19)&Composite Sill(item It 16)under active doors meet water •••• � •• • � 6• • infiltration requirements tor'NVHT'.All other configurations do not meet this water infiltration requirements for z the •• • "HVHr and shall be Installed only in non-habitable areas or of habitable locations protected by an overhang or DESIGN PRESSURE(?SF) DESIGN PRESSURE(PSF) f' vcanopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. LOCK INSWING ..OUTSWING v r < CONRGURA17ON HARDWARE _o POSITIVE NEGATIVE POSITIVE NEGATIVE YABLE OF CONTENTS 0 0 SHEEN DESCRIPTION SHEEN X Latch&Deodboit +55.0 -55.0 +55.0. -55.0 DATLos/o2/Is = z 1 Typical Elevations,Design Pressures&General Notes 7 Vertical Cross Sections(Thresholds) 2 Door Panel Details 8 Buck&Frame Anchoring X Multipoint +55.0 X60.0 +55.0 -55.0 scnu N.T.S. It w 3 Elevations 9 Hardware Details JK m' 4 Horizontal&Vertical Cross Sections( Buck) 10 Glazing Details See Sheet 3 for Hardware Specfrications E 5 Horizontal&Vertical Cross Sections(1 X Buck) 11 Components CHK BY: LFS 6 Horizontal&Vertical Cross Sections(D ect to Masonry 12 Bill of Materials muw He € m FL-20470.7 0 v SHEET_L OF_L2 `Illlllff/l/11 -►�-o.7 Gt EXTERIOR. os" T ��0:` �• zci 01, Br�O W r LVA Fgai:u INTERIOR LOCK STILE COMPOSITE Pt COMPOSITE HINGESTILE STEEL REINFORCEMENT z o m o CAP (ENGINEERED WOOD) (0.023"THK.) (ENGINEERED WOOD) Com' C` y z 1 HORIZONTAL CROSS SECTION " P m z m o T DIA.MAX. 2 _0�6• EXTERIOR 3 6 \1 n o c w G 5 4 L a m a a 0000 000 O81z ff p IIS DETAIL A•A STEEL REINFORCEMENT INTERIOR \ PANEL REINFORCEMENT LOCKSTILE COMPOSITE P (0.0n,Thick Steel) 28.86%OPEN COMPOSITE HINGE STILE STEEL REINFORCEMENT (ENGINEERED_WOOD) CAP AREA MAX. CAP (ENGINEERED WOOD) (0.023"THK.) HORIZONTAL CROSS SECTION ao 0 #8 X 2.5'PFH WS(TYP.@ EACH DOOR CORNER) g m TOP RAIL T� w T ` (COMPOSITE/ 4 ~� `� o �—36.(Y"MAX.DOOR 35.813"MAX.DOOR 35.813°MAX.DOOR ENGINEERED WOOD) ••• 0 0 PANEL WIDTH PANEL WIDTH " ^ I PANEL WIDTH 3 3 r4 a • • o - FOAM CORE • iRR '• :'. •••• X. u (POLYUREIHANE- • " 1.9 PCF MIN.) * • • • / _ ( INTERIOR EXTERIOR INTERIOR •• • EXTL'RRIIO,RR " •• 0 0 �, 0)• cd Ed Ed •• • W Gt Gt . . • z z z • • • •• .. o x o X o X •• _• f STEEL REINFORCEMENT •••• E a (0.023"THK.)rn a F W m IT % d // ` FIBERGLASS SKIN o wTe 08102116^ z / o L (0.073"THK.) !cTe N.T.S. K N* — d BOTTOM RAILo e I I mvc.W. JK Co h _ I 1.71" +i (COMP.) (--1.71"--i cHK.er: LFS 3 a VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 4 DOOR PANEL DOOR PANEL DOOR PANEL FL-20470:7 _ BOOK 41 Hybrid Door 42 UtDoor 2 2 5wM_L or 12 N 0 '0'7 zpi Q`f`O. r�a 60 z$Lo om C a / 0 CL W 5LLa maa� Z HARDWARE TABLE 0 p 3 8 3a MANUFACTURER 3 3 3 6 SCHLAGE KNOB F51 ® 4 5 6 6 DEADBOLT: B60 a: • o KWIKSET KNOB: SIGNATURE SERIES zo ti DEADBOLT: SIGNATURE SERIES(980) ave HOPPE MULTIPOINT: w� FZ —SEE HARDWARE =es w CHART '4QHERMA-TRU) (3 pt.Manual Tongue) F • 0 • • • a a q • Y 9,0 00 00 of a N• • •••••• • 1 D of • • • p 0 00 0 00 v r -OF Af •••• ALJ ti 4 r o z Z U If wm08102116 i a SGtE N.T.S. owG.fry: JK m Fiber-Classic/Smooth-Star Door Panel Options CHK,BY. LFS ; Panel options shown are for illustration and are representative only DaewwG HO.: r - (similar glazed panel configurations are allowed( FL-20470.7 m 0 n & ;Tea 3 of 12 Q, s 0, It I E6 D '�4 I. -------- �y • •���� �n m /r rl Illlt N Z o m 6 B zd `� 8N"Z , v u xzE. Zzi mo4 t a Y — 0 [W 3d 40 41 42 b i �U EXTERIOR INTERIOR �x 0 inoo >� S ¢� Qz 1 VERTICAL CROSS SECTION zw 4 Shown w/2X Buck in N IR Outswing shown(Inswing sirrwor) ••• 0� '� ° o 0 Ot,C:J � • • •••• a QI•L�••• � <G r L � °,, o • • • a a • r o �0.15'C-SINK 0.15'C-SINK _ •••••• ••�• >« •i• (n'P) (TYP) r • t D a n • Q •• ••• • 6 O00000. .• g L INTERIOR INTERIOR •• • • oEr-N\ 0 • • 00-- � • • • • • c ° • • •• ti• o • • L Q r m h Q � y EXTERIOR ° 23 24 EXTERIOR o 'Z 1-114"MIN. n 40 41 42 40 at 42 27 w,e o9102116 =, z L 29 1.1/4"MIN. o EMB.(TYP.) 1 EMB.(TYP.) scvE N.T.S. MO.sr: N m HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECnON CHK,BY; LFS 3 € 4 Shawn w 2X BUCK 4 Shown w/2X Buck muwao No.: � € OuttMng shown(Insw ng similar) Outswing shown(Inswing similar) v FL-20470:7 A. N sHa r 4 or 12 l7 G � r `1111111Hk(!/ ° °p aS 'i �,' \\ •�C vi M (!! 11111 N • 1 X Buck to be secured to O n ••Z W C � UN masonry by others o Z d / M1 NM j O La a mda� �d 40 41 42 j a z 1 hW / / 6 �d EXTERIOR / INTERIOR Y JU V;-ED g �11 VERTICAL CROSS SECTIONN �ycn $ Shown w/1 X sub-buck ¢m o Outswing shown(Inswing similar) 1 I O • IF` a 219"1.0900 E6 ` • �• 6 • • INTERIOR INTERIOR , e • G •' '••• ' •_� • s Q I Ila L ° • '0000 • 1 g • • • i• • *00 •• z ° 23EXTERIOR EXTERIOR I n a 40 41 42 24 27 A �o 0 1-1/4"MIN. 29 40 41 42 _1-1/4"MIN. z u < EMB.(TYP.) 1 EMB.(TYP.) DAM,Oa 02116 i f sruE N.T.S. a M w owc.er: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION �K.Err. RFs 3 5 Shown wJ 1 X su— b- u�— 5 Shown w 1 X sub-Duck Drumm € Outswing shown(Inswing similar) Outswing shown(Inswing similar) FL-20470.7 0 n sir 5 WIT Q, 0 V ,,U111111,,,, EIax. OF-Iz;,MAX.Max. y•.• :` o� 00 m • z o 0 C "`J Y C ��� 1 o °o N d Z —�_ - _ \, o m x Z. Z. 40 41 42 —_ V g W 40 41 42 t` g m a a T o ' E cc j -iq V, 09EPJOR INTERIOR FXIERIOR •INTERIOR 0 1 VERTICAL CROSS SECTION _ 4 VERTICAL CROSS SECTION Cr 6 Shown D'vect to Masonry. 6 Shown Direct to Masonry po Outs Mg only./4-9/16'jambOutswingonlyw/6-9/i6'jamb �� -- - - -- m ••g n •• 1 • x ••8 1r ... . . g •• ••• INTERIOR .c-'E �g ••• •• _.• •• o .• ••• N •' k 40 41 42 c � y ob � •*0 •: c • •• �•tg •• INTERIOR •• • • •• •El 0••• D • d " N _ 40 41 42 ' • • • �• •• $ 1-1/4"MIN. • jI - EMB.(TYP.) • .' . " 04 • �< EEXTERIOR E —'� E E .-O a 1-1/4"MIN, z EMB.(TYP.) EXTERIOR M 1-1 "MIN. a>E:08/02/16 z EMB.(TYP.) EMB.(TYP.) sum N.T.S. 2 HORIZONTAL CROSS SECTION 3 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL ROSS SECTION —,- A m' HORIZONTAL CROSS SECTION 6 Shown Direct to Moso CHK.6C t.Es F 6 Shown Direct to Mason 6 Shown Direct to Masonry Outswin on w/6-9/16Y'amb 1} 6 Shown Direct to Masonry Outswing only w/6-9/16'jamb g N 1 WAWIW NW Outswing only w/4-9/16'jamb Outswing only w/49/16'jamb FL-20470.7 0 sxcsr 6 or 1 g r s 4 ,lillililll/j� Notes: A. 1.SIR Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8X 2-1/T pfh screws at each end. Cr SiN Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/7'pfh screws at each end. v N --Sill Item#15 is attached to jambs utirWng(2)#10 X T pph SMS at each end. 0)"91 z INTERIOR EXTERIOR INTERIOR EXTERIOR 111 1 ilil! o 6; E m z a, 40 41 42 8 4041 42 9 �t n RR (n '°OIL m a a I° F 0 G [Z 32 38 39 33 35 36 37 Cw SEE NOTE I E SEE NOTE 1 E �° a o �o �x UW $ 1 VERTICAL CROSS SECTION •••• �I o 7 Inswing Sill -- 2 VERTICAL CROSS SECTION ••• ••• a a••• • 7 )inswing SRI •• • •• u ••0••• ••�• �� �• A T Y • 8 Vk EXTERIOR INTERIOR •••• • • E • • •••• • h EXTERIOR INTERIOR •••• • • N �• • 16 17 18 14 40 41 42 ••�••� •••• • f3•o 40 41 42 7 10 •• •• ••• •_ • 15 � � i • i • `ai• • e SEE NOTE 1 E SEE NOTE 1 ••••4• tj ° • • • n p ' ° ° ° ° ^ ° n ° n •• W F Z U DArE:08 02/16 i N.T.S. 3 VERTICAL CROSS SECTION owo.Sr, JK m„ F 7 Outswing Sill(Coastal Sin Shown) 4 VERTICAL CROSS SECTION ; 7 Public Access Sill pec•er LFS o AWM NO, � t } FL-20470.7 a rt .8 sir 7 or 12 0 yyyyylillfl/l// �i N 33 (3)#8x2-1/2 z om o PFH WS u N..Z ' JAMB TO HEAD DETAIL i o Z ti (TYP.) — s g o m d oa 4„(TYP.)- M 5°t m E oz D 2X BUCK 0 x HEAD&JAMBS ' J 1X BUCK �o (TYP-) BUCK M DIRECTTO �N t MASONRY w� s 2X BUCK --- �w v + FRAME HEAD&JAMBS 4 r 0 Y N PYP.) ••• a o � f mI • • ***am M••• • •• • 6•• X a 000:99 ••6• • - `,L 6666•• • . • 0 .0 3 -p ••;• •Y ^ • • • 6666 • •06• • R• t • . 664,0• ••• a0 In 1 00 00 0004 0 • • • • W O 4000 0 ' " •64,6•• • • • • p 6••• • F MASONRY • 4,•• 6 §• • 6 lip' p, 2X BUCK ANCHORING FRAME ANCHORING •• •6 as,• • ^ > C ^o 5 Z �0 Z 0 • ... z z w>E 08 02 16 Scue N.T.S. M ' owc.BY: JK m cl+x In. LFS 3 �{,:;;.'� a • FL-20470.7 a yi: SHEET 6 OF 12 •��tNunrr,r�i ' 0� Q� }., r gg� oa 2X BUCK, L o Tn O 1X BUCK G SEE HINGE �rrrr i l rte,` o m z' DIRECT TO45 DETAIL(TY ^III d O C1+o MASONRY M 26 L �l�l_ \ (\ $ Is No m°a \1 � j o=a 2XBUCK 2$ I ! 1 4 m a a T _ d _ � ? 1XBUCK °z G 27 EQ O SEETONGUE #` y o W DIRECT TOm = p o STRIKE DETAIL 1 ±1 STRIKE L a MASONRY � o (TYP.( 1XBUCK G ° LATCH DEADBOLT DETAIL R p N Kwikset DIRECTTO M z y y� I MASONRY 310 i L TONGUE STRIKE DETAIL �g m SEE LATCH2XBUCK L &DEADBOLT I SEE LATCH u pOin oc =� w 3 !� o DETAIL - &DEADBOLI d a 1 X BUCK G DETAIL •• o T c N DIRECT TO M • • ••• • ••• •• € MASONRY SecurifySub • • • a a • g Stoke Piate •• • • 28 2XBUCK L • 000 'w• 00 iXBUCK • • 8Ljj G •• •• STRIKE JAMB STRIKE JAMB DIRECTTO M • �•• % • 22 HINGE JAMB MASONRY • •• • k 2X BUCK 25 - Latch and Deadbolt Multipoint Lock • 00, 0 1 X BUCK G • • •00 0 SLOP • w o o W • DIRECT TO ••• • R MASONRY M LATCIS&DEIDA�TLTDETAIL• ~ •• • 2XBUCK om LOCK :000:• ti g LATCH d DEADBOLT DETAIL 29 1 X BUCK • • • •• is• n g Schloge 86 G •• • •• _ • • e • M DIRECT TO •• W �Z MASONRY ^a LATCH DEADBOLT STRIKE DETAILSM DIRECT TO MASONRY •; 23 MULTIPOINT LOCK STRIKE DETAILS "Z ORE 08/02/16 Z k L srxc N.T.S. ° F DEADBOLTSTRIKE DETAILS HINGE DETAIL DINOCHK-W. 3 (Security Deadbolt Strike Plate) OPAYANG NO. € FL-20470.7 O SHEET 9 OF 12 N a � c • k ��U L u u i rrr4 — -EXTERIOR CELLULAR --1/2"GLASS BITE - �•_ * a T, GLAZING TAPE 1"THK.GLASS I/8"TEMPERED GLASS /—1(2"AIRSPACE 00 U N •; 5(37'ANNEALED GLASS N g Em z m Zi WROUGHT IRON INSERT $u°e °c w DOW 995 _ —0.090"PVB INTERLAYER INTERNAL GRID(GBG) a w >o t a M a OR (SAFLEX OR KURARAY BUTACITE( v a SIKA 552 0 z 1/8"ANNEALED GLASS E u cCW #10X1-1/7'PPHSMS 3A INTERIOR SWIGGLEGLAZINGSPACER GLAZING DETAIL Gt Aluminum Impact Ute Frame > d Door Panels&Sidefites S Z DECORATIVE INSERT PRIVACY INSERT F0 N S S 20.89'D.L.O. ••• WIDTH I"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS •.. g�' ... .. So— a U • 0-.-, •••..• to • E w •.•••• •• • �• • � 1.53" _ • • . • 0 O •• •• •• • r ip •• 6 • d g ••.••• In • • • RCl! a 066• me F` #IOX I•TJ7'PPH SMS � ••• • too _°a•• . ( (TYP.I .• • •• • k • I n� �O 0 ALUMINUM FRAME 4 .— I ? z o 3A (TYP.( (rL — wit OS 02 116 = Aluminum Impact lite Frame Door Panels&Sidelltes -sG,tt N.T.S. M ALUMINUM LITE FRAME DM.BY. UK am By. LFS F DMWINC Na: R FL-20470.7 n n srw 10 or 12 � a - ,ttttmmt!l,,,,, ci – 7.59 r En 4 i v, rte-.LL z om o INSWING THRESHOLD �� INSWING THRESHOLD WOOD x z 32 Insv ng Basic Composite Adjustable Sim 7-1/7' InsN4ng Basic Fixed 7-1/2 SIII ( � 1 – — \\ �. o� a m W / V o 7 caa NM O —4.56" 5.83" a o0 z 'b c E.i E .n t`e) Oi1TSW7G THRESHOLD s o INSWING THRESHOLD INSWING THRESHOLD 16 Compos to Sm foo w 33 Inswing Basic Fixed Sim Inswing Composite Adjustable Sll MAX-S5 rI y J o _ (where wale,in@ration Is regeiedl VIII �–----- CL 5.77" --^r r 4.56" S t O �J 4 I t ..• INSWING THRESHOLD 34 •••••• •••• •• Insw ng Moderate Cl mate Sim 7318 $9 INSWING THRESHQLD 1 y OUiSWING THRESHOLD • v Inswing(cask Composite Adjustable Sim Composite/Aluminum SNI •••••• • • c^ • ••••5.75' —•I o k —5.75' ••• - • 0 LI•• 14 • •••• ••• Z• .1.— o o •••• • 18 OUTSWING THRESHOLD • • :90• < •• \INSWINGTHRESHOU) Composite/A1, inumSIN • 0 • • Inswing Moderate Cl mate Sig (The mal&eakj • • • •• O PUBUC ACCESS THRESHOLD 4.56" •••• _a� a 2.36" wtE 08/02 16 ? w — s f / — W,s• N.T.S. 5 2 — II t'�—1/ �— 3 INSWING THRESHOLD ��– 1.79"---i ^, I 2D6"--I I anc.er. LFS 36 Insv+r�Bask Fa ed 5-314"Sim a COAST L OUTSWING THRESHOLD a 40�' SWEEP SWEEP SWEEP o 19 oWY" 8 9 10 Wood/Aluminum Sm FL-20470.7 0 n a SHM 11 or 12 W. • ,11111111q/l� Blit OF MATERIALS BILL OF MATERIALS N _ REM$ DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL Z: A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2'PFH WOOD SCREW STEEL may'. - B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL `: C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL M D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD} STEEL �4�� ��ti�` >>M MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL /j 1llnl Z In On m° E CONCRETE �� 0 N 'i -301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 288 DEADBOLT STRIKE PLATE(SECURITY) STEEL a z o z° G 3/T6"X 3-1/4"ITW CONCRETE SCREW STEEL 29 _ 4'X 4"HINGE _ STEEL m o a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL. 30 LATCH 8.DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP m'a a L #10 X 2-1/2"PFH WOOD SCREW(1,15"MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP s '� M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP o Z N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP as 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP Q 8 SWEEP VINYL 37 INSWINGTHRESHOLD ALUM/COMP �Q 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 110BLPUSWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP �� J 15 IC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) r N o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) �m ED 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(UI) •• R a If _ 18 OUTSWING THRESHOLD ALUM/COMP • • ••• ff a••• •• 19 COASTAL OUTSWING THRESHOLD ALUM/WOOD a..* : 0400 m41 22 #8 x 3/4"PFH WOOD SCREW STEEL •.••.• •.• •• 23 #10 x 3/4"PFH WOOD SCREW STEEL •• ; • 24 #10 x 1"PFH WOOD SCREW - STEEL •• • CONCRETE ANCHOR NOTES: •••••• •• • (!1 • 1.Concrete anchor locations at the comers may be adjusted to rMintai*the min.• — edge distance to mortor joints. •• •• •• • :• 2.Concrete anchor locations noted as"MAX.ON CENTER"musW*4&g1UW*d to a0 maintain the min.edge distance to mortar joints,additional concrete anchors ~ • maybe required to ensure the MAX.ON CENTER"dimension0am not elceeded.:•• : •• B 3. Concrete anchor table: • • • " 0 .IN.CLEARANCENOjEARANCE • • w • ANCHOR.' ANCHORMIN zTOMASONRY TO ADJACENT TYPE SIZE, EMBEDMENT • • a i EDC>E ANCHOR'ITIN ^o TAP ON® 1/4" 1.114- 2" 4" 'o z Z E3 Z ULTRACON® 1/4" 1.1/_4" 1" 4" DATE 08 02 16 o zscAE N.T.S. f ITW ® 3/16" 1-1/4" AS SHOWN 1.1/2" D111.W.- JK m TAPC N WOOD SCREW INSTALLATION NOTES: CM e'' LFS 3 € I.Maintain a minimum 5/8"edge distort e.I"end distonce,&I"o.c.spacing of oanraw rw.: m € wood screws to prevent the splitting of wood. FL-20470.7 w mm_12 of 12 r