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WS-11-1146Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161325 Permit Number: WS -6 -11 -1146 Scheduled Inspection Date: September 06, 2011 Inspector: Bruhn, Norman Owner: KROBOTH, ROBERT Job Address: 257 NE 103 Street Miami Shores, FL 33138 -2430 Project: <NONE> Contractor: DESARATA BUILDING CORP Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360130420 Phone: (954)325 -9948 Building Department Comments REMOVE EXISTING SIDE GARAGE DOOR AND REPLACE IT WITH IMPACT RESISTANT Passed 9--4TO Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 02, 2011 For Inspections please call: (305)762 -4949 Page 7 of 36 -:4( I kt.im Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Pe.mi,NolNs 11-114t0 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): �DI i 7 kgo 60771 Phone #: 305 ' '251-73-3 7 Address: City: f2149/ c5ja State: / [s Zip: 3313 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5'7 iVs /03 S'S- City: Miami Shores County: Folio/Parcel #: a-r? (0 0/3 °'0"2 Miami Dade zip: 35/3 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ePRd efrgo ?tD' ebx, Phone #: 9' V -' z f • 25 CiP Address: 3,1°2 7 ' C/2/ !'`f ,20/51-0 City: EPAidbf State: Zip: J7 Z Qualifier Name: 7 ickitao rZ� ui T04/ Phone #: fY , Zf' �5 �� State Certification or Registration #: L 6 • Ce Z /Fe y Certificate of Competency #: Contact Phone #: 5(Y -J2-1- FF y,l?" Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Se 0 . 0 • Square/Linear Footage of Work: Nf F Type of Work: ❑Addition ❑Alteration ❑New ❑Repair ❑Demolition Description of Work: _7t°/'10 tr.r. f J 10 c 6 1¢6 pod �L ./Feet9G e Lc) /TX ��,�� cT Re-J. rcrr f- ...Pd c2 * ***** *+ x**********: x** *****+ x* *********** Fees**** ******* **a: a:*** * *** **** ** *** * *****+x ****** Submittal Fee $ ✓D' 00 Permit Fee $ /70 evi CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 14- Bonding Company's Name (if applicable) Bonding Company's Address City _ State Zip Mortgage Lender's Name (if applicable) 4//, Mortgage Lender's Address City State Zip A/le- 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 charge.. ,t Owner or Agent The foregoing instrument was acknowledged before me this b The foregoin instrument was acknowledged before me this �^ day of _. C� , 201t , by (ICU-a:1 �/4-( q, day of , 20\ L, by ` 11) t tt)• who is personally known to me or who has produced — t D who is personally known to me or who has produced FL- 15) As identification and who did take an oath. as identification and who did take an oath. Contractor NOTARY PUBLIC: Sign: Print: clew 41PW *';� EA'p " -.. / - - �6J' T ®� /•. ii /pit n n u%t�� My Commission Expires: APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTARY PUBLI Sign: Print: \ \ \ \\..�Pf a n; �',/ My Commission Expires: Zoning Clerk • BATCH CHi i•,:UNIEIER '+. 6 `�Wu3"`�FV�^a,� 3.,&8.i; •' ,�..7 F�yi1' �• y�'3i�{ , � • =� -1 X17 %��- lD�r'�f ■Y \\ ��TY_� m■.�,,, 11.■41,v- -arw.7■i •wa..1-y■■■ - ■. 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: DESARATA BUILDING CORP Owner Name: RICHARD EDWARD HOWERTON Business Location: 3523 GRIFFIN RD DANIA BEACH Business Phone: 954 -434 -7903 Rooms Seats Employees 8 Receipt #.180 -2618 Business T °GENERAL CONTRACTOR (CER Ype :GENERAL. CONTRACTOR) Business Opened:12/12/1989 State/CountylCert/Reg:cGc0218 04 Exemption Code:NONExamPT Machines Professionals For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. WHEN VALIDATED Mailing Address: RICHARD EDWARD HOWERTON 3523 GRIFFIN RD DANIA, FL 33312 2010 - 2011 Receipt #02A -09- 00015585 Paid 09/09/2010 27.00 Jun. At u 2011— 'CERTIFICATE n ERTI ICATEOFLIABIL LIABILITY INSURANCE PRODUc6RR Gulfstream Insurance Agency, Inc. 5833 Johnson Street No. 1519 Hollywood INSURED Desarata Building Corp. FL 33021 - 3523 Griffin Rd. Dania COVERAGES FL 33312- THIS ONLYCAN IFICONFERS�NURIGHTS HOLDER. THIS CERTIFICATE DOES `ALTER THE COVERAGE AFFORD�Y DATE 06/02/2011 MATTER OF INFORMATION UPON THE CERTIFICATE NOT AMEND EXTEND OR THE P3ICIhS SEL.OW• INSURERS AFFORDING COVERAGE �NBURERAUnihed Specialty Ins Co. INSURER B Bridgefield Employer Ins INSUR R C: INSURER O: Co. INS THE POLICIES Of INSURANCE LISTED BELOW HAVE BEEN ISSUED 70 THE INSURED NAMED ABOVE FOR THE POL THE REQUIREMENT, INSURANCE AFFORDED CONDITION BY (THE POLICIES Eo SCRISED HEREIN I S SM 8 ECT 70 RESPECT TO WHICH THIS ALL THE TERMS, EXCL AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR In mu II GEN'L AGGREGATE LIMIT APPLIES PER POLICY ■ 18% ■ LOC IN el in r TYPE OP INSURANCE POLICY NUMBER GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLANS MADE pC�R IATCMODILELIABILITY ANY Auto ALL OWNED AUTDs r SCMEQULEO AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE UABILITY ■ ANY AUTO ICICESS UABIU1Y OCCUR CLAIMS MADE DEDUCTIBLE RETENTION 3 wonugs COMPIKATION AND EMPLOYERS' LIABILITY OTheR 021003595 EXPIRA t.1 -llYI; •LLu1 •A : I .a1 02/03/2011 02/03/201 / / / / 1 / / 1 1 / / 830 -38411 / / 09/28/2010 09/28/2011 / / OSSoRIPTION OP OPERATIONBA .00ATtONBArENICLE$IEXCLUSION8 ADDED DT EmsoRBEMENTTBPECIAL PROVISIONS CERTIFICATE HOLDER DNA! D; I L Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores ACORD 25.5 (7187) 61„; 1NS0258 (ealo),D1 EL 33138- CANCELLATION WOULD ANY OP THE ABOVE DESCRIBED POLICIES se GMCELLBD BEFORE THE EXPIRATION DATE TNER80P. 7148 18811(140 INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITT$s NO1IGE TO OAT! HOLDER NAMED TO THE LEFT, GUT FAILURE 7a DO 80 SHALL • -, IGATIOR OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGEN18 OR Re - - CY PERIOD INDICATED. NOTWITHSTANDING ANY CERTIFICATE MAY BE ISSUEO OR MAY PERTAIN, USIONS AND CONDITIONS OF SUCH POLICIES. N • LIMITS I „EACIIOCCURRENCE $ 1,000,000 FIRE DAMAGE (AN, one Ere) S 100 , 000 MED EXP (Any ono Deremn) 5 5,000 PERSONAL & ADS Mow $ 1,000,000 GENERAL AGGREGATE S 2,000,000 PRODUOTS- COMP9PAGG S 2,000,000 CQMBDED SINGLE UNIT me w) S sooty IN.Ana BODILY INJURY (Per aor.10,1$ 3 PROPERTY DAMAGE (Per aodae t) 3 AUTO ONLY- EAfICCIENT $ OTHER THAN EAACC $ AUTO ONLY! AGG $ EACH OCCURRENOG s AGGREGATE $ - s f s yy� g�J��{� X 1 TORY (BITS 1 ER E.L. EACH ACCIDENT $ 1,000,000 E.I,28EA5E •. A EMPLQYEE s 1,000,000 e.L DISEASE - POLICY LIMT $ 1,000,000 AUTNORSMD REPRESENTATIVE ELECTRONIC LASER FORMS. INC. - (80327-0348 DACORD CORPORATION 1988 Pep 1 of 2 • . • •••■•-•••••••••6.4.4. 2 11 . • A L rf John P. Thompson, Jr. PE, SECS 5 12 North Luna Court Hollywood, Florida, 33021 (954) 494 -0956 PE #32703 Project #: 1 1 022 Date: 06/2 I/ 1 I Door Replacement Kroboth Residence 257 NE 103rd St. page 1 of 1 Miami Shores, FL Building Forces: ( Buildings with h < 60 ft. per /ABCE 7 -05 ) Classification = II Exposure = C h, mean roof height, ft. < 15 z, height above ground, ft. < 15 Basic Wind Speed, V = 146 mph Importance Factor, 1 = 1 .0 Kh = 0.85 G = 0.85 Kz = 0.85 Kzt = 1.00 enclosed GCpi = 0.18 Kd = 0.85 cth = (.00256)(Kh)(Kzt)(Kd)(V2)(I ) = az = (.00256)(Kz)(Kzt)(1Cd)(V2)(1) = 39.4 psf 39.4 psf Components and Cladding: ( per ASCE 7 -05) end zone, a, ft. = 4 Window / Door Openings : Negative Positive Interior Zone, (4) GCp ft End Zone, (5) P Zones, (4) and (5) E= --1'f MK. Size, inches Effective width'° height Area. ft2 _4251 -1.30 -58.1 I 35.9 79.3 19.8 -1.05 b -48.4 0.95 44" I : Design Pressure Rating, psf, per product approval F1s77.�,(J.,2:. +$0.Q ; -0p.0 o.k. OO • Therma Tru "Smooth Star' exterior impact replacement d o o r . • • • • • • • .. ... .. • • • .. ... ... • ... • • • • 4 • • • • • • • •• • • • • • • • • • ,(. _. •• •• • • • • • • • • •• • •. • • • • • • • • ••• (. • • • • •---- • • ••• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • F a THERMAERU` THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 TEL. (419)298 -1740 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT" 1. This product has been evaluated and is In compionce.with the 2007 Honda Building Code (FBC) structural = requirements including the "High Velocity Hurricane Zone" (HVHZ). w Ld d 2. Product anchors shot be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Horida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "0" and includes Wind Zone 4 as defined in ASTM El 996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shal be installed only in non- habitable 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 decrees " TABLE OF CONTENTS SHEET B DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck & frame anchoring - 2X buck masonry construction 9 Frame anchoring -1 X buck masonry construction 10 B8) of materials & components i r 37.75" MAX. FRAME WIDTH 35.93" MAX. PANEL WIDTH / 1 / 0 0 " p\ m o :15: � In �m Z (.(14 • • ••••• Z 'W O •• • • • € o • •• E m• Io ° :. • • •••• � • .. .•• • 1i ,.•• • . • •1 • ••• • • • • • • • • • • • • • • •• • DOOR TYPE SMOOTH STAR OVE. FRA DIME gr,bistGBI'ARESSLTRE1OPP. INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 CLASSIC CRAFT INSWING 37.75" x 82.25" +100.0 -100.0 OUTSWING 37.75" x 80.75' +100.0 -100.0 RUSTIC INSWING 37.75' x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90.0 -90.0 FIBER CLASSIC INSWING 37.75" x 82.25' +75.0 -75.0 OUTSWING 37.7r x 80.75' +80.0 -80.0 •••4 rr • • • • • alga r � • •• •• • StLj tn z 0 DATE: 5/7/08 scvk. N.T.S. owc. er: AL aix ev: LFS DI MINO NO.1 FL- 7730.2 srzEr J_ of 10 • •• • R: \A - Projects \Project Folders \Pro) 1001- 1100\pf1068 \FL -7730 R2 \FL- 7730.dwg, 2 -2 LD DETAIL A -A 40 DOOR PANEL Smooth Star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 0000000 000000 0000000 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement 00 ,yq 28.86% OPEN AREA MAX. EXTERIOR INTERIOR m 0 0 101Il1t8 0 2 1 HORIZONTAL CROSS SECTION TOP RAIL O OHINGE STILE 4.10" Illoomohor OLOCK STILE 45 BOTTOM RAIL • • • •• • • • •• • •• • • •••• • •••• • •• • • ••• • • • •• •• • • • • • ••• • • • •• • • ••• • EXTERIOR • • • • ••• INTERIOR cpVERTICAL CROSS SECTION • • • t4 Fm 0 0 ••• • •• ••• • ••• • • • • • m 0 z DAB: 5/7/08 scat N.T S. DWG. BY: AL CHIC WC LFS DRAWING NO.: FL- 7730.2 %tar 2 or 10 • • • •• • • •• •• • • DETAIL A•A (4--;) DOOR PANEL Classic Craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 00 00000 00 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 j My . 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR ® ® 4 OHORIZONTAL CROSS SECTION 3 1.49 "�{ P 7 TOP RAIL OHINGE STILE 0 4.06" 0.37 ►1 53 LOCK STILE r■-1.49 "�� 55 BOTTOM RAIL Z n Cp m • W � O �n ad z ••••• 8 c • • ••••» •••e • • • r •• • •• •�orgm e` E• J � �Nd • 1441 i•• • �9°�o2b LL • •• • •••• •• 13'•••• ••1•• •••�• • • fl • ••• • .••• • • • ZU EXTERIOR • • • • • • • • •••• • ▪ U • • • 57 • • •• • • INTERIOR C)VERTICAL CROSS SECTION • 0 H 0 z DATE 5/7/08 BGLE N.T S. zz U DWG. BY: AL m CHIC BY: LFS DRAWING NO.: FL- 7730.2 0 SKEET 3 OF 10 p p 0 m p IIiiIIiiillHhII='T '. DETAIL A -A 30 DOOR PANEL Classic Craft Rustic 00 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000 0 00000o� 0000 00 000000 0000000 -1.—r DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 0m0 ro 49. 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 0 EIIUhtIiiI1.Ii 11 cpHORIZONTAL CROSS SECTION 1.49" OBOTTOM RAIL 4.0S' 11, 33 LOCK it HINGE STILE 1.43 "► 4 TOP RAIL (Arched) >z z •• • • • •• • • • •• • •• • •• •• •• - -••• •••• •• • • • • • • • • • •• •• ••• • • • • ••• • • • • •• • • ••• • EXTERIOR INTERIOR ()VERTICAL CROSS SECTION • • • •••,„ 0o m E 0. .•. ••• • • • ••. • ••• • •• • • • • • • • m O z DATE: 5/7/08 scALE N.T.S. DWG. BY: AL CiOt. Be LFS DRAWING NO.: FL- 7730.2 OHM 4 of 10 •• • •• • •• • 0 5f EXTERIOR INTERIOR 0 =INN CDHORIZONTAL CROSS SECTION — DETAIL A -A r;;\., DOOR PANEL Fiber Classic 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0000 0 00000.0. 0000000 00000000 0000000 00000000 • • DETAIL A -A Panel reinforcement TOP RAIL - 1.18" U/S 00 28.86% OPEN AREA MAX. OHINGE STILE 0 4.10" IIiiIIIIttiIiiI OLOCK STILE I— 1.53" —{ + 7 6i BOTTOM RAIL :•••:• • 0 • •••• • • • • • • • • • .� • • ••• • • • • • • • •• • • ••• • EXTERIOR •• • •. •• • •• INTERIOR C)VERIICAL CROSS SECTION ••• (n re a. ••• • • • •• • • 0 z DATE: 5 7/08 '�E: N.T.S. DWG. BY: AL CHK. BY LFS DRAWING NO FL- 7730.2 SHEET 5 OF 10 • •• • • • • •• • • •• • •• • R: \A - Projects \Project Folders \Prof 1001- 1100\pf1068kFL -773Q R2\FL- 7730.dwg, 2 -6 0 o OW L d zz� 9, ow zz� 0 1-1/4" MIN. EMB. (TYP.) a 0 0 0 0.15' C'SINK (TYP.) 0 v Aft 0 ©Ark /PA© vv vv 00 0 12 • ° 8+8 C)HORIZONTAL CROSS SECTION Outswing shown - inswing also approved INTERIOR EXTERIOR INTERIOR EXTERIOR 00 0 1i3l'111 Si 0 O 0 1 -1/4" MIN. EMB. (TYP.) ()HORIZONTAL CROSS SECTION Shown w/1 X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0 •. • • • •• • • • •. • • •• • •• •••• •• • • • • •••• • • • • • • .. •. ..• • • • • • • ••• • • • • .• •• • • ••• • (-) H ORIZONTAL CROSS SECTION Outswing shown - inswing also approved 1 1/4" MIN. EMB. (TYP.) ••• • • • •• • • ••to • 0 0. ..• O z DATE: 5/7/08 SCALE N.T.S. DWG. FM AL cHK ae LFS DRAWING NO.: FL- 7730.2 SHEET 6 OF 110 • •• • •• • •• • • • •• • z 4 a 0 0 0 0 d o 0 0 - 1100\pf1068 \FL -7730 R2 \FL- 7730.dwg, 2 -7 1" MIN. FROM MASONRY EDGE — (TYP.) 1" MIN. FROM — MASONRY EDGE po- °_ 0 EXTERIOR INTERIOR O 0 7 VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR rn Z Y oU INTERIOR 2-1/2" MIN. FROM MASONRY EDGE — (TYP.) 4 2-1/2" MIN. FROM - MASONRY EDGE (TYP.) INTERIOR •• • • • •• ••GXTEt .sR •• • •• INTERIOR EXTERIOR 7 0 VERTICAL CROSS SECTION Shown w /1X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC EXTERIOR INTERIOR 44 VERTICAL CROSS SECTION 7 Inswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements O7 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements EDVERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for 81-1VHT' water infiltration requirements INTERIOR EXTERIOR EDVERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements •• • • • • • ••• • ••• • • ••• • • • til•CX • O Li 0 7 O a ••• ••• • • • •• • • • • tn z 0 rn Er Er O z DATE 5/7/08 SCALE N.T.S. MO. BY AL aac. en LFS DRAWING NO. FL- 7730.2 sHe r 7 of 10 • •• • • • •• • • •• • •• • z a mm 0 CO Projects \Prolject Folders \Proj 1001- 1100\Pf1068 \FL -7730 R2\FL -7730. 11.08 MAX. ON CENTER MASONRYJ MASONRY OPENING OPENING 2X BUCK 1 2X BUCK csi � Z ZO BUCK ANCHORING DP <= 80 psf NOTES: BUCK ANCHORING 80 < DP <= 100 psf I. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges, a I -Or minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. HINGE JAMB MASONRY OPENING FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL • • •f• • • • • •Iti•• ?. • • a • • It •• • • •• • • • •• • •• •• • • • • • ••• •••ar • • i • • • to • • vi • ••• • • • • • •• • • • ••• • STRIKE JAMB LATCH & DEADBOLT DETAIL • • • • • • 0 z rn z 0 U) cc cc DAZE: 5/7/08 SCALE N.T.S. DWG. BY: chat er: LFS DRAWING NO.: FL-7730.2 SHEET 8 OF 1 0 • • • • •• • •• • • • • •• • • •• • •• • z 0 a m 0 0 0 n m 0 HINGE JAMB MASONRY OPENING FRAME ANCHORING Masonry IX buck construction NOTES: I. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1 /7 clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/ 16" I1W concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. •a STRIKE JAMB Oh D I iE Ng z m O1 N ••••�t�m 041,.`■ ° • ••• ••••? ! ••• •• • •••:•m °m%o E • • Z n `o m • ma E • •• ogdi g ••• •••• ill tre�SEEilOTE2 i • • • ® • OK o• • • ••• • �o • ••• •• • • • IL • 0 • m °0 z_ kl C O M a • LATCH 8 DEADBOLT DETAIL HINGE DETAIL 0 0 0 z DATE: 5/7/08 WALL N.T.S. ti m z a 0 2 O DWG. BY: AL m CHI. BY: LFS DRAWING NO.: FL- 7730.2 SHEET 9 OF 10 • • • • • •• • •• • • • • •• • • • • • •• • z •oui•ente Parod. • • • •e BUILDIr0 IPON�1LT4TS, INC. • /' /P.O. eror 230 V!rion FL 33398 YY Phone No.: 813.859.9197 Florida Board of Professional Engineer. Certinoate Of Authorization No. 9813 • • • • • Of, • • •on F•Sohml P.E. No. 43409 BILL OF MATERIALS • • • • • •• • ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG >= 0.55 WOOD 31 DOOR SKIN 0.090" THK. (CC RUSTIC) Fy = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE WOOD 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2 -3/4" PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD /LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) • COMP. • 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) • • figEL •POLYURETHANE• G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE H 1/4" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. • • .113W-ASS L #10 X 2 -1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) . •1RapD /LVL :I°. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM. /WOOD 43 LOCK STILE (SMOOTH STAR) • 2 INSWING THRESHOLD (IS300HP5) ALUM. /COMP. 44 HINGE STILE (SMOOTH STAR) • • • WOOD • 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM. /COMP. 45 BOTTOM RAIL (SMOOTH STAR) • • • •r•OMP. 4 OUTSWING COASTAL THRESHOLD ALUM. /WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) •• "••SIFEEL •• PART OR ASSEMBLY: BILL OF M • • COMPON • • 5 OUTSWING STANDARD THRESHOLD ALUM. /WOOD 47 FOAM CORE •-••••• L RETHANE • •- • • 6 INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS • 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. • FIBEIGLASS • 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) • t MP. • • PRODUCT: • THERMA —TRU FIBERGLASS DOO 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) • • •%0::ID /LVL • 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD /LVL •'• 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. • 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE - STEEL 61 DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. - FIBERGLASS 16 #8 X 2 -1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. y m 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD /LVL N z 0 r 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) _ STEEL POLYURETHANE 67 FOAM CORE L F — 5.72" ,_ 5.85' . 5.87' 4.5T ��T�7�� _-- I Ohl W -- T 7 T OTHRESHOLD O THRESHOLD + 1 Z �I .— o 1 ,4 Inswing adjustable Inswing adjustable. THRESHOLD THRESHOLD 4 3 Inswing self adjust O Outswing coastal O z -- 575" 5.83" _ 4.56" 1 1 i x f 1 ---- Dare 5/7/08 — ��� N _* sake N.T.S. a DWG. r: AL L J — (1 —�' CM BY: LFS THRESHOLD . HEAD & SIDE } NO.: FL- 7730.2 OTHRESHOLD O Outswing standard Inswingg Jamb O max. dp rating = +1- 50.0 psf sir 10 OF 10 • • • • •• • •• • • • • •• • • • • • •• • z