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WS-17-585 Parma`.WS-3-174,, Miami Shores Village PBt7y*:1tltindaysSUP fhrs 10050 N.E.2nd Avenue NE �E11 00s4,",am Doorex nt .... Miami Shores,FL 33138-0000 e.15N, �tq;. �OROVED Phone: (305)795-2204 FAQ �ssu t 3114/2017Expiration: 09/10/2017 Project Address Parcel Number Applicant 9328 NE 9 Avenue 1132060020060 JOHN BACHAY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JUDI BACHAY 9328 NE 9 AVE MIAMI SHORES FL 33138-2904 Contractor(s) Phone Cell Phone Valuation: $ 1,600.00 SLUYTER CONSTRUCTION (970)379-9730 Total Sq Feet: 0 Type of Work:CHANGE FRONT AND BACK DOOR TO IMPAC Available Inspections: No of openings:2 Inspection Type: Additional Info:CHANGE FRONT AND BACK DOOR TO IMPAC Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-3-17-63195 DBPR Fee $2.00 DCA Fee $2.00 03/14/2017 Credit Card $ 136.20 $0.00 Education Surcharge $0.40 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 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. OWNERS AFFIDAVIT: I certi that all the foreging information is accurate and that all work will be done in compliance with all applicable laws regulating constructionand in . FutM2��r bove-named contractor to do the work stated. March 14, 2017 Authorizedg t :Owner / A licant / Contractor / Agent Date Building Departme Copy March 14,2017 1 IVlldl I II JI IUI CJ V IIId6C wilding Department RECEIVED 50 100'50 N.E.2nd Avenue,Miami Shores,Florida 33138 7201 .I Tel:(305)795-2204 Fax:(305)756-8972 INtPECTION LINE PHONE NUMBER:(305)762-4949 k"�1 - FB BUILDING Master Permit No. *J S I PERMIT APPLICATION Sub Permit No.S �ks o . MIBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: We M 7- City: Miami Shores County: Miami Dade Zip: ��t Folio/Parcel#: //— 3,;to — ® 2- — ®o&& Is the Building Historically Designated:Yes NO � Occupancy Type: oad: Construction Type: Flood Zone: A)d BFE: FFE: 71 OWNER:Name(Fee Simple Titleholder): (.J o nk) g d e_114 y Phone#: _)VS_ Address: / 3,2F AJE 9 AV City: M.414®' ,YAML S State: C— Zip: Tenant/Lessee Name: I/ Phone#: Email: 1 V h at h(Lyd Pug r I® r_4,4�n - CONTRACTOR:Company Name: 1 4"�0J1 /W QC 7Kq1'L Phone#: q-26 L 7� Addresys�r�:: 2--3 -7 / !� / City: / (,+A, o I'I_co/t1; �17 State:FL Zip:3 :5 Qualifier Name: �'7 e-p-a 5I Lt�4AA_ Phone#: 7� z State Certification or Registration#: Rc/ I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair Replace ❑ Demolition Description of Work: 4m Hi4 .e ,a- io 6 G- Specify color o color thru tile: Submittal Fee$ � �� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ I TOTAL FEE NOW DUE S Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City 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 regulating 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..... 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 IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice 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. Signature Signature OWNER or NT CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ZZ day of 20 by day of 1"' ,20 �` , by ho is personally known to Y ►'Qy who is personally known to \ me or who has produced as me or who has produced Su 3� �'-(p(o'(C.,( �as V identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Sign: oN7l� G W3`1 Print: Print: :: Y"�y°•- MYCOMM1SS10N�2,20.. NM PON,Stato of wa Commisslonffi FF 949227 ` . lhW Navy public e Seal: Seal: �•,+> ,P; Bonded My aanm.expires Jan.10,2020 •'� °'••• �Ae�k�k�b�k�&�k�B&�k+k+k�kflt&�k�N�k�k�kkeR��kBk�k* �k�k ��� �#A��k#*�k4i•4**#8�k*4*�k4��k�k�kffilo�k�R�k�Rb�kBli&i�k�6�k�k�k+k&S�k4�k�f�k#�kiM�f�tt*#&�k�k*akaR�kBe,k APPROVED BY Plans Examiner Zoning Structural Review Clerk SNORES G Miami hores Village ` Building Department ' logo M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LpRIpA 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 is the 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). Acknowledgement: , r��fj� � I ? (--)C Qualifie wner ignature Date Print ame Greg Sluyter, Owner SLUYTER _ CONSTRUCTION,LLC. 970-379-9730 SluyterConstruction@gmaii.com Date: State of Florida County of Miami-Dade Before me this day personally appeared 09 �7_ who,being duly sworn deposes and says: That he or she will be the only person worldng on the project located at: q3e = ; rL3 Sworn to (or affirmed) and subscribed before me this day of _ - -. 20 [74-, by - Y- , 0_ - __ 1 U`-'-f� f; Personally know OR Produced IdentificationC U &-2-�l 1(4U--O Type of Identification Produced-Jq:nbY I Print,Type or Stamp Name of Notary K.G014 602 • v 'r MY 00V 20 ers tt WIRES.Notary of Ut SdedTW "'•%°4.•1'•x• Licensed and Insured Res cost NMI" Miami hores ®/ illage �►��y� wilding Department �ORN�' 90050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice t® Owner — Workers' Compensation Insurance Exempti®n Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure. An employer in the construction industry who employs one or more part-time or fu11-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State.,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,parttime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 1)4"1- 1)&f11A caner State of Florida County of Miami-Dade The foregoing was acknowledge before me this .2 Lk day of ;e�Ory u ,20 1__A� . By ""Cc7h n who is personally known to me or has produced �`tJr �y. `J�•r'h�: t.•�as identification. URANIA CRUZ Notary: ° No�ry Public,Site of Florida Commission FF 949227 SEAL: My comm.expires Jan.10,2020 -JD4 n I etc rf �)•A011, -Xi � 0 0 Lit O L.LL c4l 03 < T C O AqAC \l 310 — owe •.Y • . •.. •• .• i•• • 00 0• • •u •.• •• • • • •e •.• e e fY a•e • ♦YO 6 Y • . ••.0 08 0 00 • • •.• • 0 • e.. 0 0 9 32 � NF L rd , M 0000 • 0000 • . . 0000.0 --- 000.0. 0 --- _.- • .. .. 00000 - , - ,1 0000.. 0000 •0006• 000000 Il/ 0000 0000• L,10000• i 66.60• 060 • 06:600 •• •• L----- - ---- -------- •••••• • • • 6 • • •6.6.6 • 6 • 6000•• 1 O� �A^ Mi,gmi S1,06'es Village '1 f' •��'1 ` 40jz- APPROVED By DATE 0+5 i.,(A 7©?WNG DEPT RLDG, DEPT a T() (',OMP[ iNHCF WITH Al_LFMFnAi- /� R W R W Building Consultants, Inc. B Consulting and Engineering Scrviccs for the Building Industry C RO.Box 270 V'ahiw,1-1.33505 Phnnc 81 A 659 9197 Hands Kmrd nrProfosional biLumem C'u7iliaae orAulharizaliou Va.981? .,,..„ 1 ! / Product Sub Category Manufacturer Product Name Category Swinging Therma Tru Corporation Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic Exterior Exterior Door 118 Industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton,OH 43517 Inswing!Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.9N-3,Method 1d of the State of Florida Product Approval. Department of Community Affairs-Florida Building Commission. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitatlons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 0000 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shajI be beyond wall dressing or stucco. • • • •••• 0000•• 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does notirnyi jean imps:rasistant •. covering. • •••••' 0000•• 4- When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with%eagn 1609.1.2 oft he :•••• 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and inclu"%%W�nd Zone b as defyled • • in ASTM E1996 and Section 1609.1.2.4 of the FBC. •••• ••••• • • 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck mas2ly co••nstruction • r • ; ••••• 6. Site conditions that deviate from the details of drawing FL-10975.1 require further engineering analysil p% a•Licensed engineer or •••• • • • • • • registered architect • 7. Outswing configurations using coastal outswing item#31 meet water infiltration requirements for"HVHZ". •• :•••:• •••••• 8- Inswing configurations and outswing configurations using item#18,#14,#15,#16,#34 and item#37 do not meelthe water infiltration •••• requirements for the "HVHZ"and shall be installed only in non-habitable areas or at habitable locations prolectet by arPMjhapg or • • canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. •• 9. See drawing FL-10975.1 for size and design pressure limitations. Supporting Documents: 1_ Test Report No. Test Standard Testing LaboratoSigned by TEL 01460336 A,B,C ASTM D635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-99 TEL 01460339 A,B,C ASTM D635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-99 TEL 01460030 TAS 201-94,202-94 8 TAS 203-94 Testing Evaluation Lab..Inc. Wendell W.Haney,P.E. STTSOOD01 ASTM G26-95 Sub-Tropical Testing Lon Hicks,VP Operations 15427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM D1929-96(2000)el Architectural Testing,Inc. Joseph A.Reed,P.E. 2 Miami-Dade NOA Materials 08-0206.01 Saflex Interlayer by Solutia 3. Drawing No. Prepared by Signed&Seated by No.FL-10975.1 RW Building Consultants,Inc.(CA 99813) Lyndon F.Schmidt,P.E. 4, Calculations Prepared by Signed&Seated by Anchoring RW Building Consultants,Inc.(CA 99813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Therma Tru IdF Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and p Guide 53. GG 11 Lyndon F.Schmidt,P.E. FL PE No.43409 2/28/2012 PF 1390 Sheet 1 of 1 00 go go 00 0 ® .. RU• • • • • . • `.",t • . • ��- • . . • ; ; = . see 0 THERMANT0 THERMA TRU DOORS Ila INDUSTRIAL DR., EDGERTON, OH 4351.7• • • •• ••• •• 37,7S'MAX, � • ,.•-co `: •• • • �i��, '"i........f•FRAME WIDTH•i •• •• 36W MAX. *ISMOOTH STAR", "FIBER CLASGt PANEWIDTH W 'mz • • • ••• •• "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" a a 4 FIBERGLASS GLAZED DOOR � �1 �a � INSWING/OUTSWING "IMPACT" , o z GENERAL NOTES 1. chis product has been evaluated and is in compliance with the 5th Edition(201 4)Florida Building code �� G (FBC)structural requirements including the Ith velocity Hurricane Zone'WHZ). � Q" 2. Product anchors drag be as fisted and spaced as shown on details.Anchor embedment to base d � 0 X � aI material shall be beyond wall dressing or stucco. O ® O 3. When used in the WW this product complies with Section 1626 of the Florida Building Code and does I n not requhe an impact resistant covering. a G 4. When used in areas outside of the°HVHP requiring wind borne debris protection this product complies / }m S with Section 1699.12 of the FBC and does not require an impact resistant covering.This product mets missile level°D and Includes wind Zone 4 as defUled in ASTM E1996 and Section 1699.122 of the FBC. 5. For 2x stud framing construction,anchoring of these units shad be the same as that shown for 2x buck a masonryconsiruction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a B , o licensed engineer or registered architect. 7. Outswing configurations using coastal sig item 031 under active doors meet water inflltrotlon o o or requirements for°HVHZ. 8. Inswing configurations and oufswing configurations using sill items#18,#14,#i 5,#16,#34&#37 under the door do not meet the water Infilfralion requirements for the"T Rr and shag be Installed only In N_non-habitable areas areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. n o TABID OF COMEMS z •'1N Z U SHEET# DESCRIPTION SHEET# DESCRIPTION OVERALL DESIGN PRESSURE(PSI) 1 Typical elevations,design pressures&general notes 7 Vertical cross sectlons SWING FRAME DAM 6125108 i 2 Door panel detogs 8 details(Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction DIMENSION POSRNE NEGATIVE WALE: N.T.S. $ owc.w: JK o 3 Door panel defogs(Finer Classic) 9 Frame anchoring I buck masonry eonsirucfion INSWING 37.75°x 82.00" +$$,0 -$S.0 4 Door panel details(Classic Craft) 10 Components CFK er: LFS 3 5 Door panel details(Classic Craft Rustic) I 1 B@ of materials 6 Hort[ontal cross sectiorsOUTStlI11NG 37.75"x80.62' +$$,Q -$5.0 FL-10975.1 @°o o SHM—L or 11 e • • ••• • • • ••• 00 go 0 0 00 • • • • • . • • • • ••• • . . ••• • . • • 900 • • • • • ••i •i ••• �0". `' 24.5r MAX. 39• 4 • • i • 3 • •2 • ••3q TR D.LO. 47 ••• • R i ��°�• 44 �i '•.....►s• 46 35 35Y 49 EXTERIOR G1 46 49 39 °$ a o e [11 HORIZONTAL CROSS SECTION Va � 2 J I WN DETAILA-A 40 DQOR P EL w o Smooth Ste o m 00 K G1 & o HINGESALE TOP L ,� BOTTOMRAEL 47 LOC {E a ° I EXTERIOR LINTERIOR vi m —GLASS BITE N I'THIO z' CELLULAR 1 GLASS o o N GLAZING I/rTEMPERED N EXTERIOR GLASS o0 00 AIR SPACE 49 513T ANNEALED GLASS T DLA.MAX. ��0.090°SAFLEX PVB 39 ^N INTERLAYER \ w i INTERIOR N 0 0 0 0 0 0 0 OW 995 2 1/8"ANNEALED i OR GLASS n n^z O O SIKH 552 SWIGGLE GLAZING 35 DATE: 6125108 i 28,86%,,ZEN SPACER SCALE: N.T.S. 39 AREA mnx Dm.BY: JK m DETAIL A-A GIALNG DETAIL GI cwc.BY: LFS 3 Pawl reinforcement VERTICAL CROSS SECTION DRAWING NO.: x 2 FL-10975.1 c O SHEET 2 OF 11 L .. .. . . . .. .. . • • • • • • • • • • 24.58"MAX. 39 • • • s • • •Z • • ``\\\®� �j �i m D.L.O. • 4 . ' y; ••• • 39 57 INTERIOR V• ': -a 3 • 46 '�. � at'�� dm • • 54 - u \ a EXTERIOR ig -°� W N R -o oa 51 1 N a" v U 35 o o Gl 1 2a 41 HORIZONTAL CROSS SECnON 3 g n a� c= f m ¢m Rbm Rio L ? m C, 0 �t K0 - P.) 54 HIN SIRE 57 LOCK rF EXTERIOR INTERIOR a a »>m G1 4 z O 'yl--tll Ian nil U N h N 52 TOP RAIL � ROTfOM RAIL a k'w T DIA.MAX. i _W O O 39 AMMOATN 3551 DTE 6/2RN5/°^08oZ °z m 55 SCALE: N.T.S. ° MAIL A-A owc.BY: JK m Panel reinforcement CW.BY: LFS ; �21 VERTICAL CROSS SECTION DPAMG no.: a¢ 3 FL_10975.1 °o SHEET 3 of i I •s••• • • • e• •• • • • • • • • • • • • • ••• • • • • ••• • • • • • %% i 24.51i"MAX. ••• ••• 3 ••• 9 • '`' "" .1ma �,` '� 39 <. 2 D.L.O. INTERIOR j 62 • 64 EXTERIOR ? 9 w 0 61 39 46 2 g�z° � o q 3d 1 HORIZONTAL CROSS SECTION 4 3 � 5 �B o 1.49' ^� 0 �U' j �U L m a L 1 f r lqf v DETAIL A-A j .„ Y- Y g c c DOOR PANFL 3 m a � f�R craft Ko G i Rat BOTTOM Ran EXTERIOR INTERIOR G1 x § E 4.10--y N 4 eo o HINGE tE 67 LOCK SI1LE 39 61 Z110. i T DIA.MAX. n�i°fa t 0000 000 3S ^N�� m Y M N^Z 3 O O enn 6/25/08 z 39 AREA�MAK� r?is}• s.&E: N.T.S. e ;.,? 65 5 owc.BY, JK m DETAIL A-A Q CHL err.. LF5 Panel reinforcement M VERflCAI CROSS SECflON ownwuN0•° 4 FL-10975.1 0 SeV 4 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ••• . . . . ... 39 • • • • • • • • 2 • • • • • O:' .'� • 24.58"MAX. • -#• • • 3 • • n 2 D.LO. INTERIOR • • • ••• • 39 PIF ua•: o EXTERIOR h 96 o � 71 1 1 GI 35 2 z v O 5a 1 HORIZONTAL CROSS SECTION 35 / 8 �a Eat W� a DETAIL A-A oy tmOR K 1.49'1 Q ° "U I EXTERIOR INTERIOR a >?�m � a 0 0 �g BOTTOM RAIZ 4 0 N W C f U O_ v�f N� N 39 00 U 2"DIA.MAX. 4.10' o o 71 - 00 000 r O O -N 2 28.86%OPEN N o D 39 AREA MAIC DATE: 6/25/08 ZO DETAIL A-A 7OP RAfL HMIGE AND LACK STILE 75 SCALE: N.T.S. e Parrel reinforcement F DWG.BY. JK m Cw.ay: LFS 3 r21 VERTICAL CROSS SECTION DRAwWG Na.: 5 FL-10975.1 °a & sw -�L or i 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • RIOR•� • • • • O' ': m • •I • • • • • ��.• N g —z p 50 60 L y 10 40 TO H / • • • 00 0 • • •. \\ J Ooj10 � • ° ���llll 1 111� ��� •• ° \ Y i�ou g W 1 2 6 6 3 7 17 6 EXTERIOR e / o z E20 w rx Ln � N� A 0 _& U E w � ° K 3 4 5 1-1/4'MIN. L 7 7 7 EMB.ITYP.) a ° v ° C 50 60 C31 HORIZONTAL CROSS SECTION ° 27 40 70 6 Shown 111/1 X sub-buck INTERIOR INTERIOR N pUm O_ S O En SS 4: 7 EXTERIOR W~ EXTERIOR 7 3 0 L 50 60 u N .gY$ •� L ° ° om m w a S 4 0 T O n N n nN—z a° D CSINK CSINK wh 6/25/08 = Imo) ITYP') C 6 scan: N.T.S. 9 1 1/4"MIN. 6 Mc.BY: JK m EMB.(TYP•) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION E CHK.BY: LFS 3 6 Inswinrtgg conBgur°tion shown 6 conflgur°flon shown 1-1/4"RAIN. DB c no.: a Ou1Swing also approved °Iso approved EMB.(TYP.) FL-10975.1 0 a & SHM-L or 11 . . ••• • . ••• .. .. . ... .. .. . . . . . . . . . . . ••• • • . . ... . . . . ••• 00 E • ° ° :� oW •• • • • •• ••• •• ,i '• \`\ J OWN 00 g 1� •� i i ••• i i i•• ••• o q n pp■z°d IL N L O m W C A C ; 50 60 z 40 70 50 60a L 40 70 ly o 8 E G EXTERIOR 8 INTERIOR EXTERIOR TERIOR 14 18 IN � N 50 60 15 34 INTERIOR EXTERIOR s m WN 1 VERTICAL CROSS SECTION z 70 16 37 2 RflCAL CROSS SECTION v 7 In alw app�ro�edn 0'— E 7 Shown w/1 X wtabuck Q o o a INTERIOR EXTERIOR o p »>m O 32 I EXTERIOR INTERIOR o i 33 ��389 VERTICAL CROSS SECTION 50 60 31 N y D E 7 ggeeranoTes,ruin 40 70 0 0 —f79HPwaterinffitin mquhements °^ E a a d 0 Z n ° ° p rnm� a Y U °^ DATE: 6/25/08 ? SCALE: N.T.S. ° S5-'\VERTICAL CROSS SECTION ,e, JK 3 ,? VERTICAL CROSS SECnON 7 outswmg eo gg 7 1 ggee9 configuration see general nonflfE ��reet 1 CHw BY: LFS 3 "HVHPowaterinfilfrafiotn tor"HvtiZ°waterinfilhafion DMa Mc W.: m tmqu§ements requiremenh FL-10975.1 c sMEET 7 or 11 r� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... q ai n a • • •• i•'Y _ ''� �•'•• .... .• fig.` o!m p TYP.HEAD +Q • • •• • V N•; 8,JAMBS ••• i i i••. • B a$Zu L TYP.HEAD g 9 w &JAMBS MASONRY MASONRY o OPENING €z'OPENING Ka �O FRAME 2XBUCK 00 woZ 2X BUCK DITCH&DEADBOLT DETAIL �a o F -O m a — — o v� 9 a mm TYP.slu 10 I_ 10 L 41 v, L o o V D BUCKANCHORNG HINGEJAMB FRAME ANCHORING STRIKE JAMB Nti fi Masonry 2X buck construction HINGE DETAIL CONCRETE ANCHOR NOTES: Inswing 1.Concrete anchor locations at the corners may be adjtn usted to maintain the m . m edge distance to ortarJdnts. 2.Concrete anchor locatlons noted as MAX.ON CENTER°must be adjusted to 10 mahtcln the min.edge distance to nu rtar/ohnts,additional concrete anchors may be required to ensure the MX.AON CENTER"dlmen cion are not exceeded. L oma,ice'• a .g 3.Concrete anchor table: L ^N,�a ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE O i TO MASONRY TO ADJACENT 1 O TYPE SIZE EMBEDMENT' EDGE ANCHOR 10 GATE: 6/25/08ITIN i i CON® 1/C 1.1/4" 1 4' L scA E: N.T.S.ELCO 9 oNc.BY: ~ ULTRACONe 1/4' 1.1/4' /' 4° c.N.'n.. LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING No.: c 1.Maintain a mBdmum 5/B"edge Mance,1'end distance,&1'o.c.spacing of HINGE WAIL FL-10975.1 0 wood screws to prevent the spN tng of wood. Oulsod ng ro SHEET 8 OF 11 . . ••• . • ••• .. .. . .•. .. .. . . . . . . • . • . . . . ... . . . . ... ••• ••1 ••• ••� •1 ••� • • •• • • • •• • • •• • I •�r�iI • • • • • �� :' •. ii • • • • • • • %• • • J -Gj • ••• • • •• • • •• III •••"•\ `` gga0 TYPH•EAD&• • ••• •• JAMBS o id Z pj m MASONRY E p 28 ; OPENING \ 1 1z IL G v I � FRAME •® G p o m z O~ E 1X BUCK LATCH dDEADLIOLTDETAIL o F 0 q I 0 TYP.SILL H & — — 10 • 10 • I 10 10 6" H L N Z HINGEJAMB FRAMEANCHORING STRIXEJAMB P o g Masonry 1 X buck construction N HINGE DETAIL o Q CONCRETE ANCHOR NOTES: Imwing 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 9 a a H edge distance to mortar Joints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to ^N maintain the min.edge distance to mortarjoints,additional concrete anchors � may be requlred to ensure the MAX.ON CENTER"dimension are not exceeded. 3 Concrete anchor table 10 N ao MIN CLE�tLtANCE MIN C{EARIiNCE' 10 ^N a A► j3R ANC1k !H!!t roekAL�NR in.aoduicENr?; H 21'PE: ., >�M8�tb1�ld1' EIB ;' ANCHOtI n N^Z m Ii1N L Dare 6 25/08 °z TAPCON® 1/4° 1.1/4" T 4' 10 scue N.T.S. 3 ELCOOWO.BY: JK mm ULTRACON Ile 1.1/4" 1' 4" aac BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING No.: 7 ¢ 1.Mointafn a minimum 5/B"edge d7stance,1"end dWonce,8 1"o.c.spacing of HINGE DETAIL F wood screws to prevent the spitting of wood. Outswhlg L-1095.1 c • • ••• ••• • • ••• •• •• • •• •• • • • • • • • • • • • • • • *Ole w • • • • ••• • ••• • ••• • • • • • • • • • • ��� �ljj iii • • • • • �w„ • • ®'L; i n • • • • • °W • • 5•8T � 5.75" • • 2.3T • • ••• • 1.68° C? 236° tD iq' m Q;•v��om it PIP tit 11i Ot1TSW/NG THRESHOLD UiSWMG THRESHO LMiW1Mr THRESHOLD Wkb thermal lmeak Card SMnd�su safe fv s z° 4.56" 5.83' 5.83, a — `. 237"--1 1.68" k Z oc m a w: s g n ourswLMc THRE5ILOLD �1 OUTSwLMG THRESHOLD (�LMSMMG THRESHOLD coastal Hardwaods0 Adh�sfablew8h c� 2 Standard substrate Fu substrate m o � o � 5.ff 4. SM a 56° F 1.68"-1 6e >;>m o N fMDr7:3' ou O No U N ouTSwtNG THRESHOLD QUM MG THRESHOLDINSWING THRESHOLD oaf SC tlma=e Standard substrate ~ s.75° >>2Ei �-4.56" o ami 1.92" �N a Z o 236^ D^AL: 6/25/08 scue: N.T.S. � / QUTSWING INRESHOLD ^ Fo H 3SIDE SWEEP DWG.BY: JK Self adjsrst4rg 19 20 Jmnb a— CHH.BY, LFS ; DRAW G ND.: R FL-10975.1 D o & SKEET 10 or 11 0 • . ... . . . ... .. .. . . • .. .. . • . . . . • • . . . • • ••• • • • • ••• BILL OF MATERIALS • • • • • • • • • BILL OF MATERIALSMATERIAL �� .•.••. REM DESCRIPflON A RIAs ESCRIPTIO 9•' '•. A 1X BUCK SG>--0.55 D •50 NBERGLASS DOOR RANEL W/STEEL REINFORCEMENT FIBER CLASSIC FIBERGLASS B 2X U SG>= 55 WOOD 51 FIBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS FIBERGLASS _ e �c i =2? „ C MAX.1/4 SHIM SPACE 52 TOP RAIL COMP. ° , a �� m D 1/4"X 2-3/4"PFH ELCO CONCREE SCREW L 54 I GE LVL/WOOD E _ %.Vr4• r � x� ONRY- PSI 301 OR HO O3,000 BLOMI .CONCRETE ON RMWGONASTMIC OTO ACI •6CONC 5' NOTIDMORAIL • LVLCOMP./WOOD '�� a•.•,* •.•�����```` > F 1/4!'X 1-3/4"PFH ITW CONCRETE SCREW eST6FL • 60 WBEiGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CR AFh FIBERGLASS �ift, J%% rK 3/16"X 3.1/4"PFH ITW CONCRETE SCREW S 61 I Fi R SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. u IM X 2-1/4"PFH ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD I ,a 114'X 33/4 PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. Z #8 X 2-1/2'PFH WOOD SCREW STEEL 67 LOCK STILE LYL/WOOD #10 X 2-1 PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC) FIBERGLASSSMIOR LITE FRAME ALUM. 7 1 CLASSIC CRAFT RUSTIC DOOR SKIN.090"MINIMUM THK.FIBERGLASS FIBERGLASS 2 1 INTERIOR LTTE FRAME ALUM. 72 TOP RAIL COMP. z 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 4 #10 X 1-1/2"PFH SM SCREW STEEL 77 HINGE AND LOCK STILE A 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM �E 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4"X 4"HINGE.097'THK. STEEL gy o 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 14 1 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. m o m 16 THRESHOLD OUTSWING-5-3/4'COMPOSITE SILL ALUM./COMP. 17 PASSAGE LOCK-KWIKSEf(SIGNATURE SERIES) STEEL & 18 THRESHOLD OUTSWING 5-3/e THERMAL BREAK SILL ALUM./WOOD 19 HEADER JAMB SG>=0.42 WOOD 20 SIDE JAMB SG>=0.42 WOOD 2 K NA QQ� LATCH STRIKE PLATE STE c g B LT LATE � � 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD E c, i 0 32 DOOR BOTTOM SWEEP PVC 33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. 34 OUTSWING THRESHOLD-5.3/4 HARDWOOD SILL ALUMT FLOOD y 35 7/16"X 1/2°STAPLE 36 1 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. z 37 OUTSWING THRESHOLD ALUM./COMP. a 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. 39 PANEL REINFORCEMENT 0.023"THK. STS N o 40 FIBERG OOR PANEL W STEEL REIN RC NT OOTH T R BERG Y 44 HINGE STILE WOOD "'a a u 45 BOTTOM RAIL COMP. DAM 6125108 °z 46 INSULATING FOAM CORE POLYURETHANE scAm N.T.S. ° e 47 LOCK STILE LVL/WOOD ewe.BY: JK m 48 TOP RAIL COMP. cm of.. LFS 3 49 1 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS BRWM No.: FL-10975.1 c NOTE:WOOD DOOR COMPONENTS:PINE OR OAK(SG>=0.42) sxM 11 OF 11 f° GFS Engineering Group, Ince Structural Engineers Bachay Residence Doors Replacement 9328 NE 9th Avenue Miami Shores, FL CFS Project Number 17010.00 Design Wind Pressure Calculations Prepared by CFS Engineering Group, Inc. •• ••. • Structural Engineer 1 CA 430725 ®``fie®��®���0�/®���� 185.NV�t 08 Street ®�� �Q;m d®� � : .•; jigmfargs, Florida 33168 ••' ••: '•: '•' 20M20.6453 ®. 6 300 ,� e a •;• Mach-0 2017 ®v® �/1 pF�/ e •.• • • • ••• •Or PE 119 . . . . . . . . . . . . . ... . . . •• •• . • . .. .. . ... . . CFS Engineering Group, Inc. Structural Engineers Bachay Residence Doors Replacement Design Criteria Codes • Florida Building Code 5th Edition (2014), including HVHZ provisions • ASCE 7-10 Minimum Design Loads for Buildings and Other Structures Wind Loads • Based on ASCE 7-10 and FBC 2014 HVHZ • Exposure: C • Basic Wind Speed: 175 mph • Risk Category: II • Enclosed Building • Mean Roof Height: 18'-0" • Building Width: 34'-7" .. ... . . . . . •• . .. . . . . ... . See following pages for design wTnd•pressures spreadsheet and Meck VrF:00 see V: 501D e ••• • • • • Or • • ® c e A x, w mecaWind Pro . 7 . 5 per ASCE 7®10 Developed by 14ECA Enterprises, Inc. copyright ww.mec;enterpr' es -om Date 3/9/2017 Project No. 17010.00 Company Name CFS Engineering Group, Inc. Designed By C.F.Sanz Address 185 NW 108th Street Description Bachay Residence Doors Replac City Miami Shores Customer Name John Bachay State FL Proj Location Miami Shores, FL File Loca-i.or.: C: •users',Carlos'•,Dor..uments\,CE•'S F.rgineeti.r;q Grot:p',E'ro-ec-s'•,1?OlU.O'..: - hachay Residence Door F'exlacement`,Calcs'•,Eachay Residence Doors Rc:plac;cuera.;•:r:d Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 9.715756 12 Slope of Roof(Theta) = 39.00 Deg h: Mean Roof Ht = 18.00 ft Type of Roof = GABLED RHt: Ridge Ht = 25.00 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= cc ft Overhead Type = No Overhang Bldg Length Along Ridge = 45.25 ft Bldq Width Across Ridge= 34.58 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust_ Factor Cateqory I1 Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2. 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) Ole � 9"P 1 i I i Roof zo ,meq,, shoea4 L- �-J • ' P ! 1 1 fir" ••• : 000 • .•' Gable Roof 7 < .1% C8�'®' ®® 0• , All presse-weFA:owr• .are•Wed unor, S.1RENIGTH D.esi.gr_, v;i h a Width of•Pre--Zur@ C►oeffia*ienJi Gone �a1 _ = 3.46 ••• • • • ••• • 100 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Bachav Residence Velocity Pressures ASCE 7-10 Exposure C Floor Elev Kz Kh Kzt Kd V qz qh (ft) (mph) (psf) (psf) Gable Roof 18.00 0.88 0.88 1.00 0.85 175 58.64 58.64 G 0.00 0.85 0.88 1.00 0.85 175 56.64 58.64 Components and Cladding Wind Pressures on Exterior Doors and Windows Bldg. Height h <= 60' Figure 30.4-1 Door Tributary qh GCp + GCp- GCpi + Pressure - Pressure Location Area (sf) (psf) Zone 4 Zone 5 Zone 4 (psf) (psf) Front 21.13 58.64 0.94 -1.04 -1.29 0.18 65.8 -71.7 Rear 1 21.50 58.64 0.94 -1.04 -1.28 1 0.18 65.8 -71.6 Notes: Values given are ultimate design pressures Multiply by 0.6 to convert to service design pressures Door Service Pressures Location Positive Negative (psf) (psf) Front 39.5 -43.0 Rear 39.5 -43.0 see x, •.• •00 •00 Y. • • •.• `ora ®® 0 eR' o 'VI�O''SI NAI- ... . ®®®sill I 0 00, • •• •• • • • •• •• Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Front Door 6.72 3.15 21.1 4 0.94 -1.04 65.99 -71.87 Back Door 6.83 3.15 21.5 4 0.94 -1.04 65.91 -71.79 Khcc:Ccmp. & Clad Table 6-3 Case 1 = 0.88 Qhcc: .GG256*V^2*Khcc*Kht*Kd = 58.78 psf Wind pressures above are strength design values. To convert to service values multiply by 0.6. Front Door: +39.59 psf/ -43.12 psf Back Door: +39.54 psf / -43.07 psf ••• ••: • • ••• • • ••• .� 9 9LPj of • • • • • • • • • • • •• •• • • • •• ••