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WS-15-1050Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233915 Permit Number: WS -5-15-1050 Scheduled Inspection Date: June 29, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ALDERMAN, JASON Work Classification: Door Replacement Job Address: 357 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments Phone Number (305)539-7249 Parcel Number 1132060135750 Phone: 305-892-6507 REPLACEMENT OF FRONT DOOR WITH THERMA TRU mrractio rassea t:omments IMPACT. INSPECTOR COMMENTS False June 26, 2015 For Inspections please call: (305)762-4949 Page 7 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. June 26, 2015 For Inspections please call: (305)762-4949 Page 7 of 28 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 357 NE 97 Street 1132060135750 JASON ALDERMAN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JASON ALDERMAN 357 NE 97 Street (305)539-7249 MIAMI FL 33138 - Contractors) Phone Cell Phone ARCO CONSTRUCTION 305-892-6507 Type of Work: REPLACEMENT OF FRONT DOOR WITH THER No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 Valuation: $ 500.00 Total Sq Feet: 21 Pav Date Pav Type Amt Paid Amt Due I Invoice # WS -5-15-55413 05/04/2015 Check #: 1245 05/08/2015 Check #: 1370 $ 50.00 $ 74.60 $ 74.60 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 cert a that l a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh rmor , uthorize the above-named contractor to do the work stated. May 08, 2015 Signature: fdWner f / Applicant Building Depant Copy May 08, 2015 1 BUILDING PERMIT APPLICATION Miami Shores Village Bui.iding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. MAY 0 z81 BY: FBC 2010 WS - k5- VIP 'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:�55 �j (i %' '5P7W'/ City: Miami Shores County Miami Dade Zip: a3 up> Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): j; m tw%a-�C`i iQ Phone#: Address: `�7 � % q, • 1 ry . Sot-; City: h . �`� State: Zip: --9--A v2:)9 9 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: AiuoL I Ju oPhone#: Address: Q c City: ��, State: Zip: 7?>T Qualifier Name: Ifa!�J% Clf& State Certification or Registration #: DESIGNER: Architect/Engineer: _ Address: one#: SfC4k Lo 7 cate of Competency #: Phone#: State: Zip: Value of Work for this Permit: $ S'240. Square/Linear Footage of Work: ra�i j� Type of Work: El Addition ❑ Alteration F-1NewRepair/ eplace ❑ Demolition Description of Work:,jz- z I ( j rozr �FwjnoT wou11.idi N :: ]5a -d& --L Specify color of coll/o++��r��thru tile: Submittal Fee $_ 5 W 0 - Permit Fee $ t r CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $..._ ..Notary $ - Double Fee $ Bond $ K TOTAL FEE NOW DUE $ 6 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address m City State Zip 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 afi, nspection fee will be charged. ER or AGENT ��tay strument was acknowledged before me this QQf brUa-A4 .20 15 by /OSI R ^ ftf d- ft7a4ho is personally known to me or who has produced identification and who did take an oath. NOT BL C: Sig : Print: �� Seal: CHRISTEN MOSOUERA MY COMMISSION #FF166643 APPROVED BY (Revised02/24/2014) as The foregoing instrument was acltnew4edged before me this _3 day of M,@ , 20 / � by Zf-S2 �' who is personally known to me or who has producedTC---,,St,� 26�(lrMt,* identification and who did take an oath. NOTARY PUBLIC: Print: otatYPubl�cstati� ism na Seal: a �" mY Commisslon F� _a �xPirge 0111212 18 **************************************************************** Plans Examiner Structural Review Zoning Clerk 9 JEFF ATWATER CHIEF FINANCIAL OFFICER * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the Individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 4/3/2015 PERSON: JENSEN FEIN: 650353747 BUSINESS NAME AND ADDRESS: ARCO CONSTRUCTION CORPORATION 1665 NE 137TH TERRACE EXPIRATION DATE: 4/2/2017 LESTER NORTH MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.06(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.06(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the certlf cats, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 Arco Construction Corporation May 04, 2015 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: All work to be performed by Lester Jensen or licensed and insured subcontractors. Sworn to (or affirmed) and subscribed before me this day of `/ 20 157 .by J j tom— CCN SEN Personally know Or Produced IdentificationTS 2.5-520 —&q— 14 $ — O Type of Identification Produced -FL 'CP_l%AEV— u QASN SE Notary Public State or Florida Sandia Alvarez My Commission FF 15675o Print, Type or Stamp Name of Notary General Coniractors/CGU505163/1665 N.E. 137 * TerracelN. Miami, FL 33181 305.892-6507 Notice to Owner — Workers' Com Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exemption 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 full-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, part-time employees or subcontractors.. Therefore, you may be Personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS The foregoing was acknowledge before me this t�1-h day of j 20_�. By, �l'1 ! 0_49-rm e"41 who is personally, known to me Qr has produced Notary: SEAL: '€ MY COMMISSION #FFti6643 F� EXPIRES October 7, 2018 39"153 The foregoing was acknowledge before me this day of ef 2,qp'c01 , 20 _S By !' _AS4 - 6F0 �a who is personally known to me or has produced, m a .�2C'�Z "30 as identification. m A n� Notary: a ; s SEAL: v o Zak s ..2WALMMBN CIRCLE- &=404 THOMAS J. KELLY, INC. suRvEY Ko`I&J- CORAL 3AkO6", PLA. 48144 wo; #IdEr T '1711- $ LAND SURVEYOR MEET or� ' 0 f-dAi14 PAX t i SKETCH OI` SURVEY BCALZ: ;"- ZOI MA ® 2015 �Q. •VV Pc�'�F-�-�t Ii�VV Ml> KVZ�,Y 00�iNC0NILE Y: 254 1 N _ LOT 1'i ;� GdT ib -- --700 C s .•' Z4.4 fi +u VIA k- f • aw uj z •• : ..• -4 .•••• ® QF�C1 _ •• •..• .•••.• ! a J - �') •••• • •• w 080006 • • s-- • -aj •.•.• wir • • • C3 •• ..• UJ M Q L,.... �...y U V, < 3 - < s y •••••• •••• • • •••••• • •• •••••• • •••••• • • •••• •••• ••••• •••• •••• ••••• •••• •••••• •••••• •••• •• •• • • • •••••• •••••• • • • 9:669: • • • • • LONG �jq . �A500 k L,,ZK -IN \O<e 5ry 3y4sQt*N3 7 9i� FM:�iShores B qLn eartM.t a�i ........... ........... . ......... . . ....... .... .... .. .... ............. . . 1 . . {.. . 00.'0.'0:6000 . . '00.00. . . .... 0000 ..... .... .... . 00.06 .... ...... 6 .60000 .... .. .. . 6."'06 000000 . 0:000: :0000. 0 .. 4-ift-PoNa kt. Paiz vi "Ixf - S % Ne q7 aT(-1767 l M + P(Pltsry ­30+iNs00v VII A -Ki 04=12012 - 4:421Na WX*ls F:101 Project Foes%_2010-MPSWW Wind ChertstReferem m-MP510.400 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE S PRESSURES (Mean DESIGN PRESSURES IPSO -ZONE 4 Roof Tribute Area FY �n"" �+_ HelBht 10 15 20 25 30 ;-40 =� 1 5p ; 0-15ft -43.4 -42.4 -41.6 4LI -40.6 '' 3ji1 -479 +40.1 +39.0 +38.2 +37.7 +37.2 ZACj + 4 A+3 p 16 ft -44.0 -43.0 -42.2 -41.6 -42.1 "lr�7 +37.2 440.6 +39S +38.8 +382 +37.7 +37;95 -+AG° r3G 6 4� 44.6 -435 -42.8 -42.2 41.7 -4L3- 9 17 ft +42.1 +40.01+393 47.0 +38.7 +38.2 +37.8 +37 37II' X36.8 18 ft "45.1 -44.0 439 -417 422 r � �4 ri I 8- +37.7 +41_6 +40.5 +39.7 +39.1 +38.6 J, 3 45.7 44.6 43.8 431 42,7 42g:, - 2g:'+42.1 19 ft +42.1+41.0 +401 +39.6 +39.1 +387 +38.3 +38.0 +37.7 ft -46.2 45.0 -442 43.6 -43.1 -42.7 -423 -42.0 42.7 +38.2 +42.6 +41.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +38.1 21ft 46.6 4S.S -44.7 -44.1 43.6 43.1 4128 42.4 42.1 -49.8 +43.0 +42.9 +411 +40.4 +399 +39.5 +39.1 +38.5 +38.5 '47.1 45.9 45.1 -44S 44.0 -43.6 432 -42.8 -42.6 22 ft +43.4 1 +42.3 1441.S +408 +40.3 +39.9 +39S 1 +39.2 +389 23 ft 475 46A -45.6 449 44.4 44.0 -43.6 43.3 43.0 -50.4 +438 +42.7 +41.8 +412 +40.7 +403 +399 +39S +392 19 ft -48.0 468 -46.0 45.3 448 -44.4 44.0 43.6 439 24ft +442 +431 +422 +41.6 +4LI +40.6 +40.2 +39.9 +39,6 4&4 472 46.4 4S.7 452 -44.7 44.4 44.0 43.7 25 ft +94.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 ]16 ft 41L8 47,6 46.8 -46.1 -45.6 45.1 44.7 - -44A 44.1 -SO.9 +45.0 1 +438 1442.9 +42.3 1 +418 1 +41.3 +40.9 1 +40.6 1 +409 27 ft 49.2 48.0 47.1 -46.5 459 -45.5 45.1 44.7 44.4 +39.5 +45.3 +44.1 +43,3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft 49.5 -48.3 47S 46.8 46.3 45.8_ 45A s7_45;.- -44.8_ e r v. �.� 52.4 +45.7 +445 +43.6 +43.0 +42.4 F;i +42',0;.;o-4�6`;;!`.+4RT99 29 ft 499 48.7 478 47.2 -46.6 -4�-458 446.0 +448 +43.9 +433 +42.7 +42 30ft S0346 494 482 47S 47.0 L�� 454; +3 +45.1 +443 +43.6 +43.0 +42 b +42'! e ►�1,$> 441 5^ 32 ft -SIA -49.7 48.8 48.2 47.6 471 t46;7- --46.4x'' .11 X40 9� +47.0 +45.7 +44.9 444.2 +43.6 +43-2 +42 T i42, _ 2.1 35 ft -52.9 -50.7 49.8 49.1 48.5F�jA�`4 +479 446.6 +45.7 +45,0 +44.5 .0 W43 i Lx4Z:9 40 ft -53.4 -52.1 -SL2 -SO.5 49.9 49.. .149 0,P _486 1407 +492 +47.9 +47.0 +463 1 445.7 1 +452 +44.8 +44.4 +44.1 45 ft -S4'8 -53A -525 -517 -51.1 -SO.6 -50.2 498 495 2 +S0.5 449.1 +452 +47.5 446.9 +46.4 445.9 +455 +45.2 soft -564 -S4.6 -53.7 -S29 -523 -518 -SL3 -50.9 -50.6 �pp +SL6 +50.2 4493 +48S +47.9 +47A +474 +46.6 +462 SSk 37.1 -S5.7 -54.7 -54.0 -53.4 -52.8 -S2.4 -52.0 -SL6 ii+41 I+41 E +52.71+51.31+50.3 �'`+AtL6 +49S +48.9 +48.4 +47.9 4475 +47.1 ft -S82 56 8 -558 -55.0 -54-3 -53.8 -53.3 -529 -52.6 ,�63z8 +53.6 +522 +SL2 +50.4 +498 +493 148 8 448 4 +48.0 Mean DESIGN PRESSURES (PSF) -ZONE 5 RoofTribub Area F �pwght 10 15 20 25 30 351 40 45 50 0-15ft -S3.6 -SIS -50.0 1 -489 -479 -47.1 46.4 45.8 -4S.2 +40.1 +39.0 +38.2 1 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -52.2 -50.7 -495 -48.6 -47.7 47.0 -46.4 .459 16 ft +40.6 +39S +38.8 +38.2 +37.7 +373 +36.9 +36.6 +36.4 -SS.1 -52.9 -51.4 -501 -492 A&4 -47.6 -47.0 46.5 17ft +42.1 +404 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 44 -55.7 -535 -52.0 -50.8 -49.8 48.9 -48.2 .47.6 47.0 +41.6 +405 +39.7 +39.1 +38,6 1 +38.2 1 +37.9 +375 +37.3 -S&4 -S4.1 -52.6 -51.4 -50.4 49S -48.8 48.1 -47.6 19 ft +42.1 44LO +40.2 1 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -57.0 -54.7 -53.1 -S1.9 -SO.9 -50.0 .49.3 -48.7 -48.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 52.4 p7",G -4 492 -48.6 21 ft +43.0 +41.9 +41.1 +4: +385 22ft -58.1 -5S.8 -5425 Tg:6 -49.0 +43.4 +42.3 +415 X40 9� 9! +3� 1 39.2 +3&9 23ft -S&7 -56.4 -54 7 [ ST 1 49.5 +438 +42.7 +41.8 +413 1407 C;`40 f , �v3 +392 -59.2 -569 -552 -51V 2 ,520 ' �.1 506' -50.0 24ft +441 +43.1 +422 +41.6 �pp w i4}}0.2 +39.6 25 ft +44.6 +43.4 +42.6 ' 9` ii+41 I+41 E S. �+d W �'`+AtL6 ((�.+5539..9tltl 4I140.'Z� at39 9 50.2 .57.8 -S6.2 -54.90 ,�63z8 2 9 d$23j,, X31.4 50.8 2ift +45.0 +438 +42.9 +42.3 +418 +41.3 +40.9 +40.6 +40.3 27 ft -60.7 -58.3 -56.6 -553 -54.2 -53.3 -52.5 -518 -51.2 +453 +44.1 +43.3 +42.6 +42.1 +41.6 1 +41.2 +40.9 +40.6 -612 -S88 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -516 X28 ft n +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 -61.6 -591 -57.5 �-56.1 -55.0 -54.1 -539 -52.6 -52.0 29 ft +4&0 +44.8 +43.9 +43.3 +42.7 +42.3 +419 +41S +41.2 -62.1 -59.6 -57.9 -565 -55.4 -54.5 .53.7 -53.0 -52.4 30 ft +463 +45.1 +443 +43.6 +43.0 +42.6 +422 +418 +415 -62.9 -60.4 -58.7 -57.3 -562 -55.3 -54.4 -S3.7 -S3.1 32 ft +47.0 +45.7 +44.9 +442 443.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -573 -563 -SSS -54.7 1 -54.1 +47.9 +46.6 +45.7 +454 +44.5 +44.0 +43.6 +43.2 +42.9 40ft -65.9 -63.3 -61.5 -60.1 -SS9 -S79 -571 -56.3 -55.6 +492 +47.9 +47.0 +46.3 +4S.7 +452 +448 +44.4 +44.1 -67.6 -64.9 53.0 -516 -60.4 -59.4 -S8.5 -57.7 -57.0 4S ft +505 +49.1 +48.2 +475 +46.9 +45.4 +45.9 +455 +452 -69.1 -66.4 -64.4 -63.0 -61.7 50.7 -598 -59.0 -58.3 soft +SL6 +50.2 +493 +48.5 +47.9 +47.4 +47.0 +46.6 +462 SS ft -70Z-67.7 -6S.8 -542 -63.0 -6L9 514 -602 -59.S +52.7 +513 +SO.3 +495 +48.91+48.41+47.9 +47.5 +47.1 -71.8 -69.0 57.0 55.4 54.1 -63.1 -62.1 513 -60.6 60 ft +53.6 +S22 +51.2 +50.4 1 +49.8 1 +49.3 1 +488 +48.4 448.0 . ••• • ••• • .• .• •• • • ••. •• • VYIN® VkL©(fit =ilA i MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd = 0.85 4VCLOSED STRUCTURE, FLAT TERRAIN qRE�T�N D Df M-THEZ"MRST CASE:" PRESSURES. 'WORST CASE' IS T �Eta[ ( filf-OF-ANTU" WN VARIABLE AS DESCRIBED BELOW. CRIT IOiI COI7D�S.REQQIRED THESE TABLES. BLES VALID OOI��i l' � FFi•R(���BB�Illl {{��11GGSLOE ��77 ROOF HEIGHT AS L1MfTED ABOVE. BLES VALID ROOFPE9�Y+vLOP . APPLICABLE REDUCTIONS FOR ROOF SLOPES HAN 10° 5 BE �PERFOR(MEp 13#' 6 aGINEER AS A SITE SPECIFIC CONDITION. ENT"t( HEIGHT. IF THE MEAN ROOF HEIGHT MOE WAVE R_ lV ABLE VALUE OR CONSERVATIVE ASSUMPTION. LCULAFE SHEOR AN LBNGIF1(Y Ml7CTI AN IN QUESTIONHTHAT NEED NOT BE LHEIGHT * ESS )IEWTHIRS ,Mf . SP (H{�r US AREA AREA BETWEEN STRUCTURAL 9G5 ONLY-_ UCTURAL MULLS. IF THE TRIBUTARY >F AN OPENIYG CANNO3,J#.Et EN �F16• E_ ST CRITICAL (10 SQUARE FEET) SHALL U. ALWAYS ROUND ARY �RE� SIO THE LESSER TABLE VALUE. FOR LARGER TARY AREAS S6D �U' SE TF( LdRGES7 PUBLISHED VALUE. ENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER GORE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 3ERED THE MORE CRITICAL (EXTERIOR) ZONE. AD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY• PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NLI OT VAD FOR HILLY TERRAIN. RYTERNAL PRESSURE COEFFICIENT (GCpl-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kid (DIRECIIONALLTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ a HIGH VELOCITY HURRICANEZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALUES WHICH IS TOPEJ VERIFIEDFB:YtO1THS:I1, CCORDANCE WITH GOVERNING C 6. ADHERE TO ALL LOCAL-IMP.AOk 99o' nj'�0143111,5 M ORDINANCES. 7. NO CERTIFICATION WOPFEU- 0-olke HE INTEGRITY OF THE HOST STRUCTURE. & EXCEPT AS EXPRESSLY PIC0QjE � REIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ a= 100k OF P EAST O)tI2bNIAL�IdITN - tGil�O°/ 1RH' WHICHEVER IS SMALLP,�;SU�T (J MpOF LEAST HORIZONTAL DIMENSION OR 3FT (IffiTdISEiZONE S NW All IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a EAAVE E ROOF- HEIGHT 1 5 a® 4 WALL ZONE FIGURES f IS( 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 HEIGHT ROOF HEIGHT ENt3gVEERlNia p 0 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 m 10 PH: (954) 354-0660 FAX: (954) 354-0443 o N WWW.ENGEXP.COM O O CERT OF AUTH 09888 ,., ie - . CD $ REMARKS DRWN CHKO DATE NTISSUE GSS TSB 03MI: OREV-ADAWWHEIGHTS ® GSS TSB 0410911; a W- fA O O° THIS DOCUMENT IS THE PROPERTY OF FRW L BENNARIX) Qn a p I--� 0 -P � P.E AND SHALL NOT BE REPRODUCED M WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANKL BERNARDO. PE ALTERATIONS.ADDRIONS.MGNUGHTWG.GROTHER NARKRMSTOTHISDOCUMENTARENOTPER90IMARO . ••• • ••• • .• .• •• • • ••. •• • VYIN® VkL©(fit =ilA i MPH MRH 5 60' EXPOSURE 'C' BASED ON Kd = 0.85 4VCLOSED STRUCTURE, FLAT TERRAIN qRE�T�N D Df M-THEZ"MRST CASE:" PRESSURES. 'WORST CASE' IS T �Eta[ ( filf-OF-ANTU" WN VARIABLE AS DESCRIBED BELOW. CRIT IOiI COI7D�S.REQQIRED THESE TABLES. BLES VALID OOI��i l' � FFi•R(���BB�Illl {{��11GGSLOE ��77 ROOF HEIGHT AS L1MfTED ABOVE. BLES VALID ROOFPE9�Y+vLOP . APPLICABLE REDUCTIONS FOR ROOF SLOPES HAN 10° 5 BE �PERFOR(MEp 13#' 6 aGINEER AS A SITE SPECIFIC CONDITION. ENT"t( HEIGHT. IF THE MEAN ROOF HEIGHT MOE WAVE R_ lV ABLE VALUE OR CONSERVATIVE ASSUMPTION. LCULAFE SHEOR AN LBNGIF1(Y Ml7CTI AN IN QUESTIONHTHAT NEED NOT BE LHEIGHT * ESS )IEWTHIRS ,Mf . SP (H{�r US AREA AREA BETWEEN STRUCTURAL 9G5 ONLY-_ UCTURAL MULLS. IF THE TRIBUTARY >F AN OPENIYG CANNO3,J#.Et EN �F16• E_ ST CRITICAL (10 SQUARE FEET) SHALL U. ALWAYS ROUND ARY �RE� SIO THE LESSER TABLE VALUE. FOR LARGER TARY AREAS S6D �U' SE TF( LdRGES7 PUBLISHED VALUE. ENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER GORE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 3ERED THE MORE CRITICAL (EXTERIOR) ZONE. AD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY• PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NLI OT VAD FOR HILLY TERRAIN. RYTERNAL PRESSURE COEFFICIENT (GCpl-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kid (DIRECIIONALLTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ a HIGH VELOCITY HURRICANEZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALUES WHICH IS TOPEJ VERIFIEDFB:YtO1THS:I1, CCORDANCE WITH GOVERNING C 6. ADHERE TO ALL LOCAL-IMP.AOk 99o' nj'�0143111,5 M ORDINANCES. 7. NO CERTIFICATION WOPFEU- 0-olke HE INTEGRITY OF THE HOST STRUCTURE. & EXCEPT AS EXPRESSLY PIC0QjE � REIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. _ a= 100k OF P EAST O)tI2bNIAL�IdITN - tGil�O°/ 1RH' WHICHEVER IS SMALLP,�;SU�T (J MpOF LEAST HORIZONTAL DIMENSION OR 3FT (IffiTdISEiZONE S NW All IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a EAAVE E ROOF- HEIGHT 1 5 a® 4 WALL ZONE FIGURES f IS( 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 HEIGHT ROOF HEIGHT ENt3gVEERlNia p 0 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 m 10 PH: (954) 354-0660 FAX: (954) 354-0443 o N WWW.ENGEXP.COM O O CERT OF AUTH 09888 ,., ie - . ...... . .. ...... ...... • • • • oee• • • 00• • • • •...• THERMA'a OTRU" THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON OH 4351 7 FIBERGLASS GLAZED DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements including the Mgh Velocity Hurricane Zone" NVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used In the "HVHT oris product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. when used in areas outside of the "HVHr requiring wind borne debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing comiroction, anchoring of these units shag be the some as that shown for 2% buck masonry construction. 6. Stte conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal ovbwtng item #31 meet water inEtrafion requIrements for "HVHr. 8. Inswing contigwations and outs i ng contiguIctions using fern #18,#14,#15.#16,#34 and item #37 do not meet the water infiltration requirements for the "HVIir and shag be installed only in non-hobffabte 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" •w •• • • • •• •• • • • • • • • • • • • • • • • • • • w • • ••• • • • • ••• • TABfE OF COMTENTS • SHE£!# DESCRIPTION SHEET DESCRIPTION 1 Typical elevations, design pressures & general notes 7 vertical crass sections 2 Door panel details & glazing details (Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction 3 Door panel details (tomer Classic) 9 Frame anchoring 1 X buck masonry construction 4 Door panel details (Classic Craft) 10 Components 5 Door anel details (Classic Craft Rustic) 11 Bili of materials 6 Horizontal cross sections •w •• • • • •• •• • • • • • • • • • • • • • • • • • • w • • ••• • • • • ••• • ••• • • • ••• • • •• • • • • • • • •• • • • • • ••• • • YiE$1 J5j 51NRI §#i#11a °' 51Jh1 T are 6125108 011k N.T.S. INSWMM SY: JKtNG 37.75" x 8200 +55.0 55.0 OWL sr: LFS oxnwwc NO.: OMWMG $7.75" x 80.62" +55,0 •55.0 FL -10975.1 slur 1 � 7 9 • .ease. f •f00a• 0 .0000. • .. .. • • • •fete. •000•• • . •0• . . •• . . ........ • 0 • *00* .... o0s M• 0 •0•. •• •• • •0.00• .•...e • • • • • . of* • • .. • *000 245rMAX. DS.O. DEUUL A -A Panel reinforcement +:a?F.Me�• • s •• • • • • • ••• 4J Or Ifs 54' o L 5� j T 3 g .•� sl;'rad�':F'� ted`' `a' a� �J -— i -xi EXTERIOR lMBtiOR �g CELLULAR GLAZING — e TAPE EXTERIOR 112° GLASS BITE T"TW- G1AS5 iffTevusm GLASS '^ AIR SPACE SW ANNEALED /— GLASS -- DOW M INTERLAYER SARE(SY SOLUTIA 1i8'ANNEALED GLASS WAGGLE GLAZING SPACER lose er JK 1 Bn UZI s NOW 104 FL -10975.1S Er 2av 71 Q Goo •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• +:a?F.Me�• • s •• • • • • • ••• 4J Or Ifs 54' o L 5� j T 3 g .•� sl;'rad�':F'� ted`' `a' a� �J -— i -xi EXTERIOR lMBtiOR �g CELLULAR GLAZING — e TAPE EXTERIOR 112° GLASS BITE T"TW- G1AS5 iffTevusm GLASS '^ AIR SPACE SW ANNEALED /— GLASS -- DOW M INTERLAYER SARE(SY SOLUTIA 1i8'ANNEALED GLASS WAGGLE GLAZING SPACER lose er JK 1 Bn UZI s NOW 104 FL -10975.1S Er 2av 71 Q Goo +:a?F.Me�• • s •• • • • • • ••• 4J Or Ifs 54' o L 5� j T 3 g .•� sl;'rad�':F'� ted`' `a' a� �J -— i -xi EXTERIOR lMBtiOR �g CELLULAR GLAZING — e TAPE EXTERIOR 112° GLASS BITE T"TW- G1AS5 iffTevusm GLASS '^ AIR SPACE SW ANNEALED /— GLASS -- DOW M INTERLAYER SARE(SY SOLUTIA 1i8'ANNEALED GLASS WAGGLE GLAZING SPACER lose er JK 1 Bn UZI s NOW 104 FL -10975.1S Er 2av 71 Q *:sees • • •0000• •ss.e• : • •see• s • see••• •• • 0:0.00 •e0••• • 0000 0000 • • • •• 0000.• • • 00.0.0 0:•• sees • s • s 0000 0000 •:ss 0000.• • • • 0000 •• •• e •e••s• • • s • 0.0:00 s • • •0• . • es 0 00 aW - \pct FW=kPM 1301-140M UM RWSC ormftP 2 IOV IOM.i-s.RF 2dwQJV s, 3.1 A 653r MAX D.LA. O� ywJ219mup (A nn�a Q.w_ win. n.um aed.�..e.Y.A itirt. THERblA-aRl► moo„ ,�. ao FOMLlSS GLAZED ODOR NU Ph n aao Ym� ft. Phm�e 0.ba eM•59s197 T OR ASSEMBLY; FlWMG Board Of Profeww rolO �pL �• 9813 (Fl ��►� 26 4340�3�0D9 L lyMlon F. � PX -k0. 0000 0000.. 0000 . . ... . .. 006000 .0606. . . 0000 0000 • 0 6 0000. 0000 •1.• 0000. 0000 0000.. . ..•6s• 0000 •• •• • :0:00: . •• •0010• • • 1 • • • 0 • 6 aW - ftjedgOuW Fdders\PIW 1301-1400\PF 1390% RWEC Dmwin4s\2010\FL-10975.1-S.REV26MAW9, 4.1 65M MAX. D.L.O. 4 Oto 1 �l p'ri �Bl7F tD9� f3ULTANT8, 97C. THEISAA-TRU p� YV Bax Z3o vmteo PL. 53996 IIS � FISERG= CiLAZEil DOOR YY PimM tloa 915.069.9197 $ $y 1 UPOA7E 10 2010 JK PPRP OR 0.SSEh�LY: Fkwift Board of Prot seloW Fequwms tvn R Sn 1 8 1 CRAfYR JK R PANQ ° �.ih ° No. 9813 CL4 C CAF L 24309 c RMSIONS Ig Lys P. 8dltn[Q1. P.& No. � • • • • 0 • • 0000•• •0000• e • 0000 . 0.00.0 6 ... . • . . 000000 • 06 6..69.. . 6 90.96. 0000.. . • 0000 0000 9 . •000• 0000 0000 . 0000. 0000 0000.. 0 0000.. 0000 00000 6 . 0 9.6•.. 0.9006 . . . . 0000.. • • 0000.. MA - ftjeftkftjed FadetsWM 1301.14WPF 13801D• RWM OrawbW\2010Vt-10875.1-5.REY vm dry, 5.1 `s�gviw•• d li0 YY.4 ¢,w ,y�Ll�fx;4iet..rj,�o.:«. f� . � n..r�'�`:. "yam y' �� 4. ,tYr+'� a� • lic�:";.;�Y� ; y'?��i��:4• . •�' 4•rs;ta.4 � ... y.� :I '.',Sy.•'`�w,�•N..,�-n.'•4*oa.e . N ,. 7.94' 65.33° MAX. D.L.O. Z9 meso w.w. e.,.te.«m Rnuwu�Tnura rNA spa„euaoavo �+c F78FRG AGLD DOOR Jl. Uy vo. eoY zso varoao �.. a3eaa Phons Ne.: 013.E1�.C997 T OR AS8EAW, Fbrwo BwN of Prot ) Bngtmsn c�nr�ce a ae�a per, p�7p�� (CiA�SSIC CRAfI' RUSfiC) �./ero. �"•'y�^'.�,+2�°/ ymAon R ffiohmiat. P.B. ko. � ...... :see Z9 meso w.w. e.,.te.«m Rnuwu�Tnura rNA spa„euaoavo �+c F78FRG AGLD DOOR Jl. Uy vo. eoY zso varoao �.. a3eaa Phons Ne.: 013.E1�.C997 T OR AS8EAW, Fbrwo BwN of Prot ) Bngtmsn c�nr�ce a ae�a per, p�7p�� (CiA�SSIC CRAfI' RUSfiC) �./ero. �"•'y�^'.�,+2�°/ ymAon R ffiohmiat. P.B. ko. � 0000 0000.. 0000 . . 0000.. 0000.. . . 0000 0000 0000. 0000 0000 0000. 0000 0000.. . 0000.. 0000 .. .. ...... 00.000 . . 0 . 0000.. 0 0 00 R:1a - ftpdW"Ject \prW 1301-14W%PF 139D\D. RWBC Dra *oX2010XR--10974.1-SMV2dmOhm 6.1 1"MIN. FROM 1" MIN. FROM !b a9 —MASONRY EDGE MASONRY EDGE (rYP.) � (rrP.) m a n � ti EK m O O O � 0 0 t SII a ♦ ° ' a, "d' " ♦ ♦ d _ .. 4. d a 2-1/TMIN. FROM I 2.1/2"MIN.FROM MASONRY EDGE — MASONRY EDGE —.-s (TYP.) (1YP.) .***0. C, • • . sees.. .• • • � � sees•. 3 ••.. sees sees sees o ...... .... •e 0 d ° 1"MIN. FROM)"MIN. FROM MASONRY EDGE MASONRY EDGE —.r+ (TYP•) UYN PRODUCT. Ccumwft Popmvd Or TH f w FWRGLAASSSGGL4ZZEED DOOR Jl. a r1 �+ F woa e13.•89.•1.7 a y N a 12 UPDA E Yo 1O FEC d PART OR AML3LY' FWrWQ Dowde w AU wrmmt AUtb*edWQq� Qns r+ 1.• w ` Sn CRAFr P= HORIZONTAL CROSS 5EC110NS Z� L 1-" bY1Mon P—, Na S 0 2009 R.W. E3.1LOI.. 0naeuLru°Ts I— • sees•. *sees e0 e00 0000•• 000• • . SSSS.. SSSS . . • . . 00s.0. • •• .e...a • •Soso• 0000 so** • • . . ••..• 0000 SSSS 0000• •.•• •.Soso • • • 000.0• ••.• •• •• • • • .•••.• 000000 • • • • 000..0 • • • • • RAA- FitJed Fd&n\" 901-14W\PF MW. RWSC MVWMqsM10\FL-1097$.1-5AEV2dvm&& 7.1 1-114*MIDI. Ems. (TYPI) v emm CROSS SECTIONS 4 2 � 0000 • 0000 ILI *,-.0 0A 4! 0 0 0 0000 0000 0 , , a v • '4'• 40000 di : 1 0 :0*0 .00 00 0 90* "Yo Or 0 :60090 XWBU,L*" P.O. Bou Z30 VWrtas FL X898 Flodda Board of PmftnWaW fttrt s Cartiflacts Of:9813 ?� . FA tpwm F. P.B. No. 45404 • • •000• *0 00 • • • 00,90•• :see*: 0000 0000.. 0000 0000.. 0000.. . . 0000 0000 • . 0000. 000. 0000 0000. .•.• 0000.. . . •.00•0 0000 .• 00 • • ...•.. •00000 • • • • 0000.• 0000.• • • • • • •• • • . . • . • •• . • • • . . . . . . *041: 0 '9 � TYP. HEAD & JAMBS FRAME J 2X BUCK F SEE NOTE 2 p SEE NOTE 2 e TYP.SU a rL� NOTES: 1. 1/4" Elco Concrete screws anchoring 2r buck require a mk*T um 1"ctearonce to mosemy edges a 1-1/4"mkdrmrm embedment and a rnirdnwm 4'chrarance to adjacent concrete spem Substituffon of equal concrete screws from a ciiltmentsappler may have different edge distance and centerdistaru;e requirements Concrete screw kxallora at the comers may be acWed to mainldn Hie rnkUmrm edge cWonce to mortar joints 8Concrete screw kxaflora noted as MAX. ON CFN7Wmust be acpzbd to maintain the m&drmim edge cktance to mortmloints, addillonal Concrete screws may be nxW&ed to ensure the me dmum on centerclimerdon is not exceeded. 2 1/4" fIW concrete screws anchoring harne and/or s1 require a minimum 2-1/7 woe to mosorey edges, a 1-1/4" n**rtL m embedment and a mJV*rwm 3"clearance to adjacent concrete screws SuhsfHu/1On ofequal concrete screws flour a c0erentarpptfer may have different edge dktance and cerifer"anre requkements. Concrete screwlocations at the corners may be coaled to maintain the mkrirmnn edge dktance to mortar olhis. If Concrete screw locations noted as MAX ON CEMEB"nnst be adjsted to nx*ltah the n**rvrm edge distance to martar john* additionalConcreete screws may be required to ermrre the mcv mum on center dimension is not exceeded. LATCH a DEADlWOMAIL 1 0 N.T.S. 9 L era JK m L en LFS s sacra eros � FL -10975.1 c a8OF� m 60 o a . 64 pypSSpee A � .. .. . . . .• .. . . . . . . . . . . . 2X BUCK—\ o • . ... . . . . ... • • •• • • . . • . • •• . • • • . . . . . . *041: 0 '9 � TYP. HEAD & JAMBS FRAME J 2X BUCK F SEE NOTE 2 p SEE NOTE 2 e TYP.SU a rL� NOTES: 1. 1/4" Elco Concrete screws anchoring 2r buck require a mk*T um 1"ctearonce to mosemy edges a 1-1/4"mkdrmrm embedment and a rnirdnwm 4'chrarance to adjacent concrete spem Substituffon of equal concrete screws from a ciiltmentsappler may have different edge distance and centerdistaru;e requirements Concrete screw kxallora at the comers may be acWed to mainldn Hie rnkUmrm edge cWonce to mortar joints 8Concrete screw kxaflora noted as MAX. ON CFN7Wmust be acpzbd to maintain the m&drmim edge cktance to mortmloints, addillonal Concrete screws may be nxW&ed to ensure the me dmum on centerclimerdon is not exceeded. 2 1/4" fIW concrete screws anchoring harne and/or s1 require a minimum 2-1/7 woe to mosorey edges, a 1-1/4" n**rtL m embedment and a mJV*rwm 3"clearance to adjacent concrete screws SuhsfHu/1On ofequal concrete screws flour a c0erentarpptfer may have different edge dktance and cerifer"anre requkements. Concrete screwlocations at the corners may be coaled to maintain the mkrirmnn edge dktance to mortar olhis. If Concrete screw locations noted as MAX ON CEMEB"nnst be adjsted to nx*ltah the n**rvrm edge distance to martar john* additionalConcreete screws may be required to ermrre the mcv mum on center dimension is not exceeded. LATCH a DEADlWOMAIL 1 0 N.T.S. 9 L era JK m L en LFS s sacra eros � FL -10975.1 c a8OF� m 60 o a . 64 pypSSpee A � TYP. HEAD e D & JAMBS SEE NOTE I • OPENING a� �o 2X BUCK—\ o • • •• • • . . • . • •• . • • • . . . . . . *041: 0 '9 � TYP. HEAD & JAMBS FRAME J 2X BUCK F SEE NOTE 2 p SEE NOTE 2 e TYP.SU a rL� NOTES: 1. 1/4" Elco Concrete screws anchoring 2r buck require a mk*T um 1"ctearonce to mosemy edges a 1-1/4"mkdrmrm embedment and a rnirdnwm 4'chrarance to adjacent concrete spem Substituffon of equal concrete screws from a ciiltmentsappler may have different edge distance and centerdistaru;e requirements Concrete screw kxallora at the comers may be acWed to mainldn Hie rnkUmrm edge cWonce to mortar joints 8Concrete screw kxaflora noted as MAX. ON CFN7Wmust be acpzbd to maintain the m&drmim edge cktance to mortmloints, addillonal Concrete screws may be nxW&ed to ensure the me dmum on centerclimerdon is not exceeded. 2 1/4" fIW concrete screws anchoring harne and/or s1 require a minimum 2-1/7 woe to mosorey edges, a 1-1/4" n**rtL m embedment and a mJV*rwm 3"clearance to adjacent concrete screws SuhsfHu/1On ofequal concrete screws flour a c0erentarpptfer may have different edge dktance and cerifer"anre requkements. Concrete screwlocations at the corners may be coaled to maintain the mkrirmnn edge dktance to mortar olhis. If Concrete screw locations noted as MAX ON CEMEB"nnst be adjsted to nx*ltah the n**rvrm edge distance to martar john* additionalConcreete screws may be required to ermrre the mcv mum on center dimension is not exceeded. LATCH a DEADlWOMAIL 1 0 N.T.S. 9 L era JK m L en LFS s sacra eros � FL -10975.1 c a8OF� m 60 0000 0000.. 0000 . . 0000.. 0000.. . . 0000 0000 0000. 0000 0000 0000. 0000 0000.. *00000 0000.. 0000 ...... 00 0000.. 0.000. . . R:W - w*CtskProlea Fdd OX" 1301-14WXPF 1390XD. RWSC MW1M X2010W-10975.1-5AEMVs9 4 9.1 N o � Q N IU7 FROM W HINGE TOP OF Hi TO HINGE DOOR PANEL M �LL lip 411 9a((pyo p A HT a A j ON C ER s �a Sm•:6• 3S.VFROM • •• :••• .. SO Imo— TOP OF —L--�i • • e • ® Q DOOR PANEL •e!•0• 0000 o • 0000 •e:0 �vl 00.6:0 ••:• Hi • • • -0 on•00:96 • Q ¢ •e••:• r e • • • • i N V Q Q r r PRwucr: Req 714 G� or. N �! FlBQM GI % DOOR $ y N 22 UPDA TO 2010 FIC X PART OR ASSEMBLY' Fbedo Dowd of Prola.eww I , tai, X in 1 9 1 CiASW CRAFT �C FRA6fE ANCHOfiIN& IX BUCK t a y 0813 1+ MASONRY CONSTRUCTION �!%r'� Z.0813 ZA•t� ONSLyndon P. SWVrAdt. P.E. No. 43409 ® 2009 R.W. SwI ,.m Co.- INC. 0090•• • 0000•• 0000•• 0900• 0000• 0000•• • • • 0000•• 0000!• 0000.. 0000.. • 0000.. 0000• 0000.• • • • 0000•• 0000•• .. • 0000 . .. 0000.. . .0.060 000• •••• 0900 0000 0000 s•••.. 9.0• 0• .• 0.000• •.• 0 • 00 0 00 MA - ftje1ProJed Fddits proj 1301-14W%PF LWP. RWBC ftwinp 010V0.-10975.1-SMV2dumAv ,10.1 a V � I+-, 49° I ,A' u•. i,r. V; . .... b�t.j, .'� r uv •• fir} •.• 000 rt e • • 0.9w • �j�,,,,ewloo+o ooroaaw++s me TNERMII TRU �/ P.m. Baol 23o vaume FI. 13696 FBFRCLA;ii GLAZED ODOR PSD. Woa o13.O60S107 y 2 12 MALATE TO 2010 FBC NC PART OR ASS£A03LY: Fbrkda Becad a! Profatlad EnOtnwrs fi y 1 319111 KWW WSS1C OR4Fr DOORJK COMPONENTSG3 Z%/Z IONS ymtlon F. P.6. No. 41400 20D9 R.W. BUILDING DDNBULT- IND. 0000.. 0000.. 0000.. 0000 •.0.• 0.00.0 0 s 0000.• ..•0•. • 0000 0000 • .• 0000.. • 0000.. 00000000 . 0 • 0000 0.00 0000 ••.i.• • i • 0000 •• .• • .••000 .....• • • • ••• • • of • s• 8RL OF MAnwUAUS • • OF - • nB4 DESCOMM UMAIERUAL AEM DEwJwuON move owwwwwowe MAT'ERUA1. A iX BUCK SG x 0.55 WOOD 50 FIBERGLASS DOOR PANELMI/XM • • FIBEtGL,ASS n41, >=OAS WOOD 51 FIBER CLASSIC DOOR SICRd FIBERGLASS C MAX IN SHIM SPACE - 52 TOP RAIL COMP. D 1 V X2-3/4* PRi ELCO CONCRETE SCREW STEEL 54 HINGE SFILE LVL/WOOD N a E MASONRY -3,192 PSI MIN. CONCREIE CONFORMING TO Ad 301 OR HOLLOW BLOCK COQ TO ASTM C90 CONCRETE 55 57 BOTTOM RAIL LOCK STILE • • • • • • • • • • • LVL/WOOD F G I 114' X 13/4' PFH RW CONCRETE SCREW 3/16' X 3-114" PRH ITW CONCRETE SCREW STEEL STEEL 60 61 FIBERGLASS DOOR PARI I p I• CLASSIC CRAFT DOOR SKIN .tl4e° MBRM1110 THR. FIBalg1 O • • • FIBERGLASS FIBERGLASS S LL H 114'x 3-1/4' PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. I 114' X 214' IN ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD 1 IX X 3-3/4' PFH TRW CONCRETE SCREW STEEL 65 BOTTOM RAI. COMP. K #8 X 2-1/7 PRH WOOD SCREW STEEL 67 LOCK STILE LVL/WO0D L # 10 X 2 -lir PRH WOOD SCREW STEEL 70 IFIBERGLASS DOOR PANE. WA EE. REINFORCEMENT ICLASSIC CRAFT KISTIq FIBERGLASS 1 E)(TERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN .090' MINIMUM THK. FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAI. COMP. 3 UTE FRAME TRIM PVC 75 BOTTOM RAIL COMP. 4 #10X 1-1/2' PRH SM SCREW STM 77 HINGE AND LOCK SIVE WOOD 7 8 9 10 MEDIUM REACH COMPRESSION WEATHERSTRIP LONG REACH COMPRESSION WEATFERSTW 4X 4' HINGE .%7' THK. #10 X 3M PFH WOOD SCREW(HINGE TO R449 FOAM FOAM STEEL STEEL. ` �t 14 THRESHOLD OUTSWING-SELF ADJUST AWMJCOMP. 15 THRESHOLD OUTSWING - 5314° COMPOSITE SHL FULL SUBSTRATE ALUM./COMP. 16 THRESHOLD OUISWING - 53/4° COMPOSITE SILL, STANDARD SUBSTRATE ALUM./COMP. 17 PASSAGE LOCK - KWRCSET MODE. Z110T - GRADE 2 STEEL 18 THRESHOLDOUiSWING5314'THERMAL P&A SILL ALUMJWOOD 19 HEADER JAMB SG >= 0.42 Wow SIDE JAMB SG >=0.42 WOOD I.AlCHOMPLATE_ 2$ DEADBOLT MATE 31 COASTAL OWSWING THRESHOLD AWM./WOOD 32 33 34 35 DOOR BOTTOM SWEEP ROWING ADJUSTABLE THRESHOLD- STANDARD SUBSTRATE OUTSWING THRESHOLD- 5-3/4° HARDWOOD SRL STANDARD SUBSTRATE 7/16"X 1/TSTAPLE PVC AWMJCOMP. AWMJWOOD STEEL o b! 36 ROWING THRESHOLD- FIXED STANDARD SUBSTRATE ALUM /COMP.gill 1 37 OUTSWING THRESHOLD ALUM./COMP. 38 ROWING ADJUSTABLE THRESHOLD- FULL SUBSTRATE AWMJCOMP. 39 PANEL REINFORCEMENT 0.023' THW, STS 40 PSTAR) FIBERGLASS 44rLOCK ESTRE WOOD 45OM RAI COMP. 6 ZS 08 46ATING FOAM CORE POLYURETHANE + N.T.S. 47SME LVL/WOOD o esJK 48 49 ITOP RAR. JSMOOTIWAR DOOR SKIN .070' MMMUM THK. FIBERGLASS COMP. FH$ERGLASS CHL W. 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