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RC-11-1523
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163551 Permit Number: RC -8 -11 -1523 Scheduled Inspection Date: October 26, 2011 Inspector: Bruhn, Norman Owner: GRIGGS, CLAY Job Address: 9717 NE 1 Avenue Miami Shores, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)989 -1944 Parcel Number 1132060132420 Phone: 305 -892 -6507 Building Department Comments OPENING MODIFICATION FROM WINDOW TO FRENCH DOOR AND WOOD STEPS Inspector Comments Passed,d6 /C�07 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 25, 2011 For Inspections please call: (305)762 -4949 Page 7 of 33 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE ATTSVM OF Raj INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 11111111111111111111111111111111111111111111 THE uNpmsjerypp hereivlives nolice-tbatirtiprOvertiOrits Will be made to certain real, property, and in accordance with Chapter 713, Florida Statutes, the following information! Is provided In this Notice of COmmentrement. CFN 2,011R:36996,94S OR 0 2702 Pe 3990; (1es) 'RECORDED 10/1.0/2011 14:1132 HARVEY RIND], CLERK OF COURT Hiatt—DADE COUNTY r FLORIDA LAST PAGE Space above reserved for use of !aeon/leg offic OLegal desCriPtiOn of.-ProPertY arid streetiaddPass: Q7.1 7\f6 Ave _...- rt. ..1 c1,entias IS g Description of improvement: Wed 17-0,..ZNC.44 Oa (L Owner(s) name and address: 1.44.4 C4- (MI tr-S 'ifiterestlnproperty: Name and address of fee simple titleholder: (3 Contractor's name, address and phone number ifD 5. Surety Surety: (payment bond required by owner from contractor, if any) Name, address and phone number: ("4e/rep • Arrioirit of ' o.) & Lender's name and addreei: 7. Persons Within the State of Fonda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1X47., Pideida Stitt:tee, Name address and phone fluflbet- a4-i' a4L4L-S III tj . 144 'Of & In addition to himself; Owners deiignate's the following person(s) to receive a copy of the Uenor's Ncitioe as provided ImBection 713.13(1)(4 Florida StatUtes.' " , Name, address and phone number "leck1,-G 9. Expiration date:of this-Notice of commencement • (the explmtlon date S lyoarfrom the date 01 roc:ordIng 'X** a ciitieient date Is specified) WARNING Tti OttitNet: ANY PAYMENTS' MADE BY THE OWNER AFTER THE EXPIRATION OF Ti-IE NO11C (:)4filiti6.411sr.f64SIDERED IMPROPER. PAYMENTS UNDER-CHAPTER 7-13.,PART1. sEarioni 743.13 FLORIDA sTAltritg, tkst YO Ft ilAVItsfOtMOE FOR IMPROVEMENTS TO YOUR enopsigy. 4 NOTICE. OF COMMENCEMENT MUST BE RECORDED ANO-POSI1ED ONfTHE,'-„I09 srr WORE THE FAST INSPEODON. IF YOU INTEND "TO Obl'AIN'FINANOING: ONSULT WITH YOUR .LENDER OR AM.ATIORNEYBEFORS COMMENDINO‘WORK DIN ONCE OF COMMENCENIENT. :" f(grAtithQr1g(14f0fficerigkOtOr/Partner/Mthiager Prepared ily: „ • Prepared By - ' • • - Print Name p • 1ATE'60 ALO1404. outviirortAtAMit■Atit 7:j• The fOreg'olhgifieftiiiii0iiiiiWie iste;-",...OWledgeidtieforti itre ihje itS1 ; By C.A.--03c1t) C=v,12-1142(.0..N-4' akidiVidirallY or C:1"ae=''.' = ' for PerioniSPAWIri; 'Orck*OidOedltlief6116WifititiOtiOtAiintification: orNbtary Mibtk = _ - Print Nanie: - - .(SEAL) ‘1•01111111114"; VERIFICATION iliiRSUANT T tECTIltiNi2.5. PLOtiliDA STAT `- .-vercidt penelfieS4fieitivititiOadAtilf rtifiv6iiitHhittlatetolng-ali that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Pertner/Mariager who By STATE OF FLORIDA, COUNTY OF DADS By j ! HEREBY CERTIFY that this 4 8 true doe). et the ..rigunal filed in this office on day of OCT 18 2e1 t , A 0 20 61 1:. 2 SS rny hartd,80901ficial Seal. 11:4tiVEY • f C it and County Courts cl op, D.C. 4 lite; 01? E Au.- I •E - 41v. C4-0" Tie 1 — °Piled "a.13*)114FIrreto0 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 No 11HE3 PERMIT APPLICATION Master Permit No. FBC 20 rp)3677"7"11 ctA ' 34= AUG 1 S zoo i Permit Type: BUILDING ROOFING ' OWNER: Name (Fee Simple Titleholder): . (--1131/4.‘A Co G,G7S Phone#: -30S- 29 c 444k Address: t rt 1 T1 vU % 1,5r Aiia 0 b City: V4\ 4.w1 \ S AA-es State: Cb Clam. ear Zip: --5z l3 $ Tenant/Lessee Name: Phone #: Email: L`',L ,�. j L • )(JOB ADDRESS: C" \ k City: Folio/Parcel #: Miami Shores County: Miami Dade zip: 33\ 3 Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company Name: ,1 i3 C€ -,...c ' - e . Phone #: Address: i 'b b 5 t E 047- 1 a?.►� City: h L 4n.4 l State: l� zip :?�j 1 Na Qualifier Name: 1,,e y to se, (r Phone #: -3 o g 2 tai r® - State Certification or Registration #: fj t t In) 5 D 6 17 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architec 1 Ei,• 4 et:1! Phone #: Value of Work for this Permit: $ S-O Square/Linear Footage of Work: !may' Type of Work: DAddition Oeration ONew URepairl/Replace ODemolition Description of Work: °�- J i4 ,r J 1 1 Submittal Fee $ Permit Fee $ /6 J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ VIKJV1 • c A""-) c 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 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 charged. Signature 0 er or Agent I .ntr; ctor The foregoing instrument was acknowledged before me this The foregoing instrument was : o ledged before me this day of , 20 I'�, by C.—Ac' l0.—i 2% , day of , 20 _, by who is personally known to me or who has produced11 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \00111E1w/1/4, NOTARY PUBLIC: — 03 - . WARY PUBLIC 'Ns uu7659n4 �F F L00 \ \\ \ \\ * * * * * *** * * * * * * * * * *�xx��x�x *�x*** ********400W04444********************************* My Commission Expires: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner 7/4/zornng //�o// 4 algal al Review Clerk • (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: '� /S0 - DATE: r 1, Z0457 ,Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: I,/ 7 /ye /417_ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 11 -1523 Job Name: August 25, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The altered opening must have filled cells each side that extend from the foundation to the beam. 2) Provide valid wind load design calculations. These calculations are produced as worst case scenario not site specific and are noted as not valid unless sealed by the PE who produced them. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 17y 1viiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (:- LtZ 3 Job Name GYMce s Date 1 STRUCTURAL CRITIQUE SHEET New rre /3a4 APPIF . ofa I. CI I1 vk2d r. L.. ma . lvtiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. If- 1'" 7 Job Name 0e/19 s Date 2p2.4 l�� STRUCTURAL CRITIQUE SHEET Nek, !=re /3i;4',, it rakt dp-4 J19' i F - (-9 1121 08/25/2011 17:01 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES I7]001 *** TX REPORT * ** TRANSMISSION OK TX /RX NO 1718 RECIPIENT ADDRESS 919543540443 DESTINATION ID ST. TIME 08/25 17:00 TIME USE 01'13 PAGES SENT 2 RESULT OK 2 U uCL O O. X 0 L 5 yA aW b iggin - !till ;140115 11.1111 I i 110141; i did 1140011 ! rtilis : Oilie 2 " -81 iiiir16.01 iiiiillii 11-11°31 4 !gm ghipirr, ,161 ell igil i gliiii Ph§ 110-0 B iiPs 0 iiIIP Cigliiiii* i glii pm Rii,1 ..*Aiipliwii 01 qighliip ,toolvi! rispioNoti A, li i. ll Ii iloi. o ! odor i gi i.t 1€ b 8 , 64 hollow ; i ia#'v_ailii fliiiii.H OW, M.MilVii II rimp;p3744imigimim4pwapiimiq 4 -•q. '� 1 R'n Rii^q V nw PI RM 1 08/26/2011 09:34 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES eon • $$$ TX REPORT $$$ TRANSMISSION OK TX /RX NO 1721 RECIPIENT ADDRESS 93058911724 DESTINATION ID ST. TIME 08/26 09:34 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit No: 11 -1523 Job Name: August 25, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The altered opening must have filled cells each side that extend from the foundation to the beam. 2) Provide valid wind Toad design calculations. These calculations are produced as worst case scenario not site specific and are noted as not valid unless sealed by the PE who produced them. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �05 - ..55I, I1 09/12/2011 13:37 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L 001 TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT * * * ** * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** 1777 93058911724 09/12 13:36 00'17 1 OK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fox: (305) 756.8972 Permit No. Job Namei _ (i9$ Date 2 4z_ STRUCTURAL CRITIQUE SHEET New rzr e 1 /3e4"..• >t C 1.41/1 !9 ld_ alp. S• L.. 1 r1 a FAx. a5-- ?coif- 1121 f INTERIOR ZONE 4 PRESSURES I 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING 44 RId 41781 --- - 10 - - -- 15 0146311 25 TbOSYA¢e16RFO 10 SURES('4!I_ 30 38 2«+1.. N - --- 4 50 0.154 184 -00.1 045 -51.1 01.1 192 452 AM 468 483 4444 498 460 .509 4641 41347401 !47.1 742.4 63A 498 478 WU 161 448 195 494 2.454_ T' 418 41.4 ~42. 4453 17.1 021 47.7 .E..7 18.9 448 .505 4588 41D 488 -no 48 HBO 027 473 033 184 443 8 480.3_449 408 493 413 47.1 182 423 758 428_ 48.0 473343.11 16.1 461 456 410 40.7 159 .459 019 4413 466 183 426 439 41.7 472 42 .453 .454 448_4.2 IB.7 15.4 45446.1 401 403 483 448 164 .. _ 2, o 4o' '524 •5. -35 494 -548 47.4 488 454.3 411 415 .BR3 461 453 498_.40.1 .&3 498 360 28 O 304 320 ..._- 340 369 386 40A moo. 44 488 1521 473 40 -863 028 -3.1 43 .599 . 663 40 0 44. 413 .58.8 420 .87.1 428 .33 432 4989 483 4808 491 .615 -00.6 .538 AJ 46.1 .®.4 .42J 491 44 3 459 408 !458 41.1 469 495/ 4557 449 498 851 1505 -46.sj 461914808 '4 1 602.0 41.4 .52,7 WM +438 -iii 6548 494 4045 . 08 452 404 4557 438 49.1 -643 498. $.1 459 4413 408 .615 .573 42.5 473 4421 452 437 -THY 443,416 49.7{ ' 4943 429 433 _4. 419 457 -433 *49.2,457 ALB 438 459__.494 453 44.7 .903 4051 455 .3.4' 413 480.7 4 491 80 418 .61.1 .813 457 !33 419 418 473 X550 !62.5 -48.3 474 443,0 -1BL1 488 41 4938 418 473 762.1" 483 �.B 419. .643 4695 34.9 4002 408 4084084. 409 4014_ 465 X828 .374 _4820 - 430 418 41.1 47.1 457 .673 -419 478474 47:1 -527 468_ NW1 468 434 492 4485 -546 -84.1 488 4494 481 .148 482 444 1510 403_ 454 468 .513 401_1 .374 454 4521 401.7 475 47.1 428 422 -551 47.7 43,1 482.7 489 482 .938 .53.1 -551 497 *549 1538 494 499 4913 4&0 481 498 4549 4448 481 :33 449 414 450 4581 .3.7 465 45 -lfOR 030 M 8 888 458 4582 444 41 443- 439 458 _.W4 480 . 808_ .84 3 433 412 4473 4462 478 413 4734 _437 43.3 471 ±98.14&21433 433 42 .38 4518 _ 444 433 432 4481 An '464 .49.1 nu .494 447 408 4594 403 432 403 .4863 414 .618 t .880 1 424 .873 108 .87.7 442 4480 498 451.0 451 .551 7457 458 .812 .3.1 •81.7 438 421 439 610 •078 450 488 444 438 .856 490 4343 *410 "451 468 45.0 4648, 400 480 .34 4949 41A 403 .3.9 4884 415 4U-40 40,456 i.%6 414 418 .01.1 .586 _77 804 478 4623 EXTERIOR ZONES PRESSURES I 16.1 Rod 1442 "- ----... 10 DOWN 15 20 1 FRE69UR58- (.811)_244 TRIIPY Area (Ea 0.i 35 8 --- --'" 45 -- 3 20 30 -180 472 W8 498 bob 1 052 44414433 45 7434 I W8 05.0 421 493 NIA 08.1 438 418 40.1 07.1 44.11 690 - .0 051 0. 1-455 098 4498 48.7 -78 44.3_443.7 447 *456 !�6.1 403 48.4 41.4 4674 43.8 089 458 451 482-4 _ -448 448 .0 4452 40.2 483 414 078 .18 427 0439 023 .53.1 19 .519 425..42?. .43 NAB 454 448 -_.. 458 054 487 4463 458 415 4.2 432 !K13 458 043 468 451 -350 49 180 .__ 18 R 0 2 330 _ Z1 A 43.1 07.1 _ X83 08.y .881 09.4 477 450.4 417 .013 33 44.3 WD 41 053 .__._ 493 4.1_0881 453 07.1 4424 *43.9 *43.9 473 448 484 487 ! 487 W 0 23 3440. 38A 3a 388 38 A p8' 420 M 498 .532 -76.. .57.0 -739 4578 -749 443 .719 .552 448 4559 -75.7 .BBB -788 .57.1 -773 .51.7 -780 4453 47.1 40.9 7453 .613 4.3 .533 -79.1 4534 -710 .53.7 -10 4544 -7 27 7434 ' -73.5 .58.8 -74.2 4503 -15.0 •90.7 491 .493 456 +500.8 47.1 4519 45.1 42.0 459 4027 453 453.3 408 444 413 .543 421 43.1 -728 43.7 438 *49.1 448 4493 405 408 403 413 413 418 451 4023 483 53.1 40'4U 497.7 .704 4443 -71.1 .548 424 4.4 692 •s92 3 44.3 099 452 4. 488 4813 488 5518 478 525 435 140 453.8 49.7 484.7 414 4479. 433 .481 49.4 4494 44.1 .041 449 47 44.7 .513 408 40_414 "01 .113 4 75 400 458 433 41.4 473 414 452 -02.3 039 43.1 4198 44.0 40.2 44.7 455.8 483 483 •538 405 482.5 478 4430 483 4538 468 4840 .94 4548 498 •545 -798 710 .710 43.8 T-42.1 458.8 458 «7.148.7 468 MB 478 408 433 493 41.1 .488 425 4444, 815 413 483 4418 400 4521 405 1.42.5 473 43,1 .078 .5354.1_ 488 41.0 494 4348 498 40.1 .705 41.1 71.1 445.1 459 47.4 .47.4 . 457 .151 418 00.8 424 094 43.1 4500_ 43.8 445 446 451.1 45 2 .51.7 -468 422 488 4527 47.1 475 452 444.0 49.7 !MB 403 .549 40.9 457 44 . 30 B2 _ . 845 34 . __.. BO n '788 4508 4a 4854 403 4599 . 8 4054 413 4558 42.1 .413 433 .822 -757 4573 483 4478 470 455.3 -775 4888 .753 _432 -79.9 .551 405 4858 -733 4553 .74.1 488.7 445 *573 .784 4573 ... -78-0 _4851 - -78..0 .684 -T.7 434 -718 433 .124 4058 420 4893 -735 488 -743 4879 a� .37.7 -763 4355 .70.4 4048 410 43.1 .T5 43.9 -722 4551 42.0 438 737 .505 -74.4 4675 492 4548 495 4445 -70.1 43.0 -71A .554 .718 43,8 42.1 .053 412 •47.1 WIND VELOC17Y =146 MPH LMRH=0 -60' EXPOSURE 'C SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE U550 I. TABLES ARE INTENDED TO DEPICT 114 wow CAR" PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANT UNKNOWN VARIABLE AS DESCRIBED BELOW. IISE 07 CRTICAL commons REQUIRED FOR USE WITH THESE T85LE5. 2. FOR SITUATIONS THAT 58.1.01 _TABLE VALUES ARE LOWER- DESIGNED BY A FACTOR OF 1.06 VERY KO .22151 LOCAL MUNICIPALITY P550R TO TABLE USP. 3. USE 09 TABLES VALID OL FOR BUILDINGS LESS THAN 60 MEAN RO07 HPOHT. 4. TABLES VALID FOR ALL ROW awes. REDUCTIONS FOR ROW SLOPES LESS THAN 104 SHALL BE PERFORMED BY ADMIRE. AS A SITE SPECTC CO56TI09. 5. IOEM175114E 1R11DIN13 MEAN (AVERK 1) ROW HEIGHT. IF THE MEAN ROW HEIGHT WONT 521 IDENTIFIED. USE THE /PAK ROW MIGHT. 6. ALWAYS ROOD UP ROW HEIGHTS TO NEXT TAME VALUE OR TO A 759509VUmVE 7. WIUATE THE TRIBUTARY AREA W THEOPEIING M QU88f WN (HEIGHT • WIDTH) OR THE SPAN TENGTH (ry5(GMT} MULTIPLIED BY AN 07700100 WD3TH OUT NEED NOT 8e LE58 THAN 0N1 -iMRD TMB SPAN LENGTH N / 3). USE THE AREA BETWSSN STRUCTURAL OPENINGS OPENING CANNOT EE IDENTIFIED. THE MOST SQUARE FEET) SHALL REUSED. ALWAYS ROUND 70.48513.40.3. AREA Dem TO TIE LESSER mu sown. E FOR LARGER TRIBUTARY AREAS THAN PUBLISHED. USE THE LARGEST PUB0SMEO VALUE. 8. =NWT THE 20545 W THE oeteeneG as INTERIOR (ZWE 4) 05 EX56UOR (20NE 5) PER THE FIGURE OR INFORMATION CONSIDERED 550R5TME CALL((EXTERNEMZON+ REQUIRED SY THE LOW 9. READ OFF POSITIVE AND MUNICIPALITY IN ACCORDANCE WITH CODE GENERAL NOTES. I. THESE CHARTS ARE NOT VALID AS A STESPECIFIC DRAWING. THESE TABLES ARC ORLY VALID WHEN SIGNED & RAISED SEALED I3. FRANK L. &ENNA.% P.E. Z THIS SPECIFICATION I5 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS L151ED. LUSH OF THESE TABLES AND CORRESPONDING WINO VELOCIY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SIULL BE DICTATED AND VERIFIED BY THE GOVERNING MELDING CEPARTMENT AND PERMIT VALUE 215015 OFFERED HEREIN. HOLDER. NO WARRANTY FOR MPUWILITY W TAM. 3. TFD9 SPECRCATON 1511071NIflWED TO OFFER ARTY PRODUCT APINOVEO CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN A INSTALLATION ATION INFORMATION AND APP IG8LLITI OF THESE TAME VALUES WHICH IS TORE VERIFIED BY OTHERS DI ACCORDANCE WTH GOVERNING CODES. ( 4. OES1G1115 BASED ON THE 3 58C0N1�NDYSLOCM) FOR A CMEGORY USING AN IMPORTANCE FACTOR 1.1.0. THESE TABLES NOT X171 FACILITIES OR ASSEMBLY OCNFANCC5. TOPOGRAPHIC FACTOR 490 4.o FOR FUT TERRAIN )USSEEITMONLY. THESE TAILS NOT VALID FOR HILLY TERRAIN. urrett4As. PRESSURE COEFFICIENT MGM VgOQIY 6.555 WTECTIOONALITY TABLES ARE FOR WAILS MD BUILDING DEPARTMENT. IMi2 SURFACE: DWI. •5. ADHERE TO ALL LOCAL IMPACT PROTECTION 5YST.M ORDINABCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF 711E HOST STRUCTURE. 7. EXCEPT AS E%PRID RY PROVIDED HEREIN. NO ADOITLON•L two o IMATIWS OR AFFIRMATIONS ARE INTENDED. 4.10% W MST MORROITALDOWNSIO14 OR 40% OF MU1. WNIOEYER 15 SMALLER. BUT NOT LESS TWH14.6 O' LEAST 110830/fAL. ONENSON OR 317 Sm). USE ZONE 5 I AT ILL IN QUESTION. CONSULT AN ENGINEER FORA MORE SPECIFIC 761557N5TATIO5 U REQUIRED. a WALL ZONE FIGURES PEAK 8004 580047 /'MEAN / IOM BAV9 HEIGHT Roos HEIGHT 'ea a a I • 0764%31 MCA 765 tCT (-1-423 -5); `g J'?uct !°tv 7 a..Ou A- u_ - 2E5(C� t�1 p4�SSu(LC #7 o; -75.a) e -17 -I' CLAuDLO ,JoFRE P.E. Re4. #2.8531 3341 Ivy tvz sT M(Pwt( - Ft_ .3N3e 766 -lez -2.G` !C14Ct✓Gf ui 4 AN EX (4`71. INIIVPO IktT -I i _ela _iCa lti11 �1 CIO tl-� F2ttrt 'Doa2 NEw SI 6?5 'DbS1 tV T 6s52C (0.3 j - -53.13) C��vucT Pi 571! c(f 7S, o ; -7,57.0) o) f2CTCAN y tON _OF-t41E G4H ➢t27R-) c,.. r ou ?(o " % _1 hhDk ;V W f 16 P Nk►t,s CAP) • Z 7,1", VI A-Tll�ltl u./ ,qu 1 CK ' tar S yz . x p. _ hTBaNCa62 wr L-7-' __ 4to(.772 -12u l err ILA?. _:0111 P5oN NSTA 12 Z it 5 CONT I .•Ouj W / 4 le alosufm_s GOV JC, 'ot, t lti oo V i .. I►J t t.9o1A.) I1 cp,s, � �cY aTo C Rnov6.17 42. o UN! pe,z -T rirr Po u6►.E avN Tior a ,p j � 4, (gyp pN roxy Ovttza.r ? 3211 uw17. 76,OTE> CCu_ of TA-1 to k-4 'TO �j i J1 W ►7 �(2 t �" o, C, Z.ittZ gA11D.e. silt ?SoN LuS 2G7- -VEI OINT OF t 71 WI i■Jitto w� 4tj eR t t- ;4)0 31302 4.0Ptg-9.NQR 07 -0.6 OR (0 C.i.AUNl° JoFRE P.E. Reg. #2$531 31y N£ io2 sr. 1404-ti - 331 766-` i2- 164ICi JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORID DEPARTMENT QF FINANCIAL ..,cs DIVISION OF WORKERS' COMF- tNSATION * * 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: PERSON: FEIN: 05/18/2011 EXPIRATION DATE: 05/17/2013 JENSEN LESTER 650353747 BUSINESS NAME AND ADDRESS: ARCO CONSTRUCTION CORPORATION 1885 NE 137TH TERRACE N MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 05(14), F.S., an officer of a corporation who elects exemption from this chapter by tiling a certificate of election under this section may not recover benefits or compensation ander this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exempt... apply oaly within the scope of the business or trade listed on the notice of election to be exempt. Pursoant to Chapter 440.05(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 certificate, 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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTiONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE §1491: OLORibA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: OE /113/2011 EVVI RAT ION DATE: 05/17/2013 PERSON: '-ESTER JENSEN FEIN: 650353747 BUSINESS NAME AND ADDRESS: ARCO CONSTRUCTION CORPORATION 1665 NE 137T1f TERRACE N Ft 33181 SCOPE OF BUSINESS OR TRADE 1- CONSTRUCTION 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who O elects exemption from this chapter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(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 certificate, 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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the Job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 ACORN' CERTIFICATE OF LIABILITY INSURANCE PRODUCER ALL CITY INSURANCE INC - ACI 7200 CORPORATE CENTER DR SUITE 316 MIAMI (305) 463 -9431 INSURED FL 33126 DATE (Mt O Y) 08/24/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES B L INSURERS AFFORDING COVERAGE NAIC # ARCO CONSTRUCTION CORP 1 5 NE 137 TERRACE MIAMI FL 33181- I`tRQR A MID-CONTINENT CASUALTY CO INSURER Et INSURER O INSURER a COVERAGES INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDWES ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO MUCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR A AWL DPW Pc Mal invortp GEN3RAL LIAINUTY X COMMERCIAL GENERA UABIUTY 1 CLAIMS MADE I X I OCCUR 1 POU ? LOC POLIO' NURSER 04GL829097 POLICY EFFECTIVE PATPDi!knrsvvy t 08/25/2011 POUCY n {ivw 4?c v e 08/25/2012 EACH OCCURR UMI1 DAMAr3E TO PENT PRFMWSFR to ncrnanncaj MED EJCP(Any onjSerson) .PERSONAL & ADV INJURY 300,000 100,000 $ EXCLUDED GENERAL AGGREGATE PROWCTS • COMNOP AGG $ 300,000 $ 300,000 $ 300,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTO$ SCHEDULED AMOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE UNIT (Ea accident) BODILY INJURY (Per Person) BODILY INJURY (Per accdent) S PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN AUTO OPLY: EA ACC S EXCESS t UAW jLA UA UtY OCCUR I1 CLAIMS MADE DEDUCFIR3.E RETENTION $ WORKERS COMPENSATION AHD EMPLOYERS' UABLfY ANY PR OPRtETORJPARTNERECUTIVE OFICERJNi£MBER EXJ-UCED? (rikadatory InN) it yes, dau:rite under SPECIAL PROVISONS butaor EACH OCCURRENCE AGG $ $ AGGREGATE 3 lg u.,+51 ON EL EACH ACCIDENT $ E.L. DISEASE. EA EMPL *YEE OTHER E.L. DISEASE - POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS! LOCATIONS I VEHICLES t EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION AI SHAJFT VILLAGE OF MIAMI SHORES BUILDING AND ZONING DEPARTMENT 10050 NE 2140 AVE. MIAMI SHORES, FL 33138 ACORD 25 (2008101) S U L D ANY OF THEABOVE Dr $c POLICIES BE CANCELLED WORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO1) E CERTIPICATE HOLDER NAMED TO THE LEFT BUTFAA.URE TO DO 8O MALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY HIND UPON THE IN8tNiER, ITS AGENTS OR REPRESENTATIVES, AUTHORLTED REPRESENTATIVE (' 0 10118-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Cbtki &2; 2.3 G-&s ,auiAct;r--/t66,07- 47- extv`tov tiv)9-1,,) �- 1-44 170.1.o ertPWQ F TrJ!Nc uMVP G17 1-7 ,\,. I mv�._ R" CI ' . ,tabiAli° i c,� r ► cst 1 0 rei)) 3� ■3g Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening 11) Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Impact Yes No +) PSF ( -) PSF 'el 2, .IIMIIIIMOTRMIFEIWTdElffllrZSEXM11Erdlttlb14111111•IMLCIIIIIIIIIIIIIllLW- ( +) PSF H PSF • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptant, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD- 101" Outswing Aluminum French Door wI Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Nfiami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XQ, XXQ, OXX, OXQ and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein_ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 6' (-4 op DIZ- aLui /P( ovE9 No E?‹£Nk P-T Q4.5 DA'tt E —i —H NOA No 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 C� PGT Industries ENC l lt TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "AIuminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1st.`{ L(-1444.44146. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. Guam OPTIONS: A. 318° LAW NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/IEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" TEAT STRENGTHENED GLASS. B. 3t8" LAMI PL . (,4021. CONSISTING OF (1) UTE OF 11r HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. C. 7118' LAMI NOM. (, 4851 CONSISTING OF (1) UTE OF 3118' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX 1(EPSAFE MAXIMUM PLUS (1) LIME OF 3118" HEAT STRENGTHENED GLASS . D. 7118" LAMI, NOM. (.4059 CONSISTING OF (1) LUTE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLESKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASI M E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TANGLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O , Le, Q. Q. XQ. AND 4. ANCHORAGE: THE 331/3% STRESS INCREASE T BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING AUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH O HE DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 64-0721.01, 030225.05, ANSIAF&PA NDS -2005 FOR MOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TKMX 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCBAENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5). IS REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1t2"G LASS BITE A EXT. -1t8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM INT. - 3118' NEAT STRENGTHEND GLASS ,402 A 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 7/18" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES_ ...... 1 CONFIGURATIONS. ..... _1 GLAZING DETAILS 1 DESIGN PRESSURES. -2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST ..... _......._6 EXTRUSIONS _.__.... 6.7 ANCHORAGE_ ........ 6-10 Approved r complying PIM dm d iorites OM " Code D ate . 1 NOM Meal Midi Product Con BY 1S J L P.M PX RK Agit 717 2, r+ VP. medusa ter. nk aevme suss *NSCSnSADO 107P 7PECHNOWIWAVNI Norasme P.O. NW SOO Nome, R. $4214 NOTES AND GLAZING DETAILS A• LU . FRENCH DOOR & SIDE UTES, IMPACT Fsa m Ix 1 + 10 �� 1/005-1 B 1 L OIaa�PB PI? d39712 Struclund TABLE 1. D E SIGN PRESSURES F " ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, )0(0, OXX & 070(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAIL) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS WORS WITH GLASS TYPES A, B, C OR D HEIGHT A WIDTH 3° 3712" )0( WIDTH e - 783/4" 7° 83 $" 60 71 3/4" +75.01 -75.0 +75.0 45.01+75.0 0 iMDTH , / SINGLE IDE LITES 87 3/4" 91 3/4" 80_95 3/4^ -75.0 +75.01 -75.0 NTH GLASS TYPE A 27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 3818" +75,0 -75.0 +75.0 -75.0 +71.4 -75.0 -71.4 +75.0 -75.0 +67.6 36 314" +15.0 -75.0 +74.9 44.9 +70.4 -70.4 +68.6 -67.6 -66.6 +75.0 +84.2 +83.1 -75.0 4342 -83.1 O WIDTH 1 36 3/4" +75.01 _ -75.01+75.0 SINGLE SIbE LITES %ATH GLASS TYPES BIC OR D -75.01 +75.0 +75.0 -75.0 -75.0 +75.0 , -75.0 TABLE 2. DESIGN PRESSURES FOR C6MBINED DOOR /SSE m/s ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, )XO, OXX & 0X0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVALS.) REINFORCEMENT I8.NOT REQLARED AT DOOR & SIDE UTE CONNECTION G(t.ASS TYPES PW B, C OR D HEiGHer 873/4" 91 3/4" X WIDTH XXIIDTH 68- 793/4" 70 - 833/4" 2° 2512" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 8 °-953/4" +47.4 -47.4 2712" 51 314° +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 3/4" +51.7 -51.7 28 31 1/2" 50 59 3/4" +49.0 -49.0 +48.8 -48.8 +462 -462 +48.1 -46.1 +43.8 -43.8 +41.6 -41.6 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 2° 331/2" 54 63 3/4" +431 431 3512' 67 3/4" +38.1 -38.1 371 6° 71 314° 3° SINGLE „ 0 WIDTH SIDE UTE +43,1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 +4.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 103/4" 12 3/4" 19" 21 3/4" 273/4" 381/8" 36 3/4" +75.0 ( -75.0 GLASS TYPES A, B, C OR D +75:0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 +75.0 45.0 -75.0 -72.4 -84.5 -52.9 -352 -34.0 ' +34.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.5 -68.5 +61,0 +65.0 -65.0 +61.9 -81.9 +59.0 -59.0 -81.0 , +57.8 -57.8 , +55.0 -55.0 +52.4 -52.4 +49w9 -49.9 +47.2 -472 +44.7 -44.7 +42.6 -42.6 +35,2 -352 +35.2 -35.2 +35.2 -352 +34.4 -34.4 -34.0 +34.0 -34.0 ' +34.0 -34.0 +34.0 -34.0 aoeeffigt +�ir�se �tx�ea ironss=0reaeLn wxo111AR.sZ AENNE 1107114,1013. ADD NOTAA01970 TABLE 'MIDI 1E UMS%swam* P MDADXSEALL DsePM MEP en/07 �. Pm 1627 R 9Q7V NOTES: . GLASS TYPES: A. 3Y8' LAMI (1/8" A..090 PVB, 3/18" HS) B. 3/8" LAMI (1/8" HS, .090 PYB, 3118' HS) C. 7118' LAMI (3/16' A, .090 PVB. 3116' HS) D. 7/16" LAMI (3/16'14S, .090 PVB, 3/16" HS) A2. COMBINED DOOR 5 SIDE LITE WIDTHS FOR TABLE 1 OR 2. AZI MAX. OXIXO WIDTH = 7312" MAX OXO WIDTH =10912' MAX. XX0/0XX WIDTH =107 3/4" MAX OXXO WIDTH = 143 3/4" 3. SINGLE 000RS 33 518" WOE OR OVER MO THE OPERABLE PANEL OF DOUBLE DOORS 64118' WIDE OFI OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FRC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REOUIREO BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADH COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1, OXO WITH GLASS TYPE A 30" WIDE x 90" HR3H SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE = +87.61 -67.6 PSF EX.13 FROM TABLE 1. OXXO WITH GLASS TYPE A 88' WIDE x 85' HIGH DOUBLE DOOR WFTH 3612' SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x87 3/4" HIGH SINGLE DOOR WITH 28' 5113E LITES DESIGN PRESSURE = +43.6 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 633/4" WIDE x80" HIGH DOUBLE DOOR wart 28" SSE LITES DESION PRESSURE = +43.11-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES RIOM TABLE 1. WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE UTE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL Hui 1/.4* Boar Appeased as essuppr`f sat the nay Qs* DS. POO BpiltAlijkii%16 DESIGN PRESSURES ALUM. FRENCH 0008 8 WOE LITES, IMPACT PaIM I iX 12 s /0 r"'""" 1/0054 B 11,1'41 Rob& C dark, PE. PE Rt9712 84444441 731/2' MAX SO 314" MAX O sEE N°TE4OXORXO 109112" MAX. — ±.-SEENOTE 3- 01+- -- MAX. 11=1111111.11H y l 'A 1 Er ` o hVmwoomml , 'Almon= r \,, / / E / EF s /' 1 1E 2 95 MA � SEE NOTE 4 SEE NOTE 4 OXO X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2, FOR HORIZONTAL ANO VERTICAL SECTIONS SEE SHEETS 4 AND 5. 383/4 143 3/4" MAX 38 3/4'4 MM. SEE NOTE 3 • F 41A)( SEE NOTE 4 DLO HE IGHT = HEIGHT - 11318' DLO WIDTH 'ir = DOOR WIDTH -1215/18" DLO WIDTH 'XX = DOOR WIDTN/2 -11 5116 SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH MOTH -3us- MAMA 3. SIDE LUTES OVERLAP 'X ANO 'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE h(O', 'OX, 'ma 74(O', '0700 AND 1:00(0. CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND 9(X' DOORS AS FOLLOWS: Q7(' DOORS = WIDTH - 6.618) (70C DOOR *DOOR WIDTH/2. 4.079) lrr� I..esF rmada Pr 1CK Fx ors Vibe vac ere NOTE 4 4 .) .•..:,v�g wit> fir 7 VW.. AV'.ciii . .. of 8(L�'ig4+� 0t° i 8q.'I SPLi�S•1'""X'AM�aDTT awa.c bac W.Bmd MCI ,K3 4 ELEVATIONS albrade boat FRENCH DOOR & SIDE L(ES, IMPACT IB KIS I 9 .10 I 11006-1 r 95 MA � / # �E O I Er O < � , c,, 1E \ ` x*C1: r' 7 "/ / Er 5~47 SEE NOTE 4 DLO HE IGHT = HEIGHT - 11318' DLO WIDTH 'ir = DOOR WIDTH -1215/18" DLO WIDTH 'XX = DOOR WIDTN/2 -11 5116 SIDE LITE DLO HEIGHT = HEIGHT -11 318' DLO WIDTH MOTH -3us- MAMA 3. SIDE LUTES OVERLAP 'X ANO 'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE h(O', 'OX, 'ma 74(O', '0700 AND 1:00(0. CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND 9(X' DOORS AS FOLLOWS: Q7(' DOORS = WIDTH - 6.618) (70C DOOR *DOOR WIDTH/2. 4.079) lrr� I..esF rmada Pr 1CK Fx ors Vibe vac ere NOTE 4 4 .) .•..:,v�g wit> fir 7 VW.. AV'.ciii . .. of 8(L�'ig4+� 0t° i 8q.'I SPLi�S•1'""X'AM�aDTT awa.c bac W.Bmd MCI ,K3 4 ELEVATIONS albrade boat FRENCH DOOR & SIDE L(ES, IMPACT IB KIS I 9 .10 I 11006-1 row bar FA: ede F _Fitly F c am? INTERIOR MAX. DOOR HEIGHT Ar+wsr irU tls JR701llt6 i�M99N$i7, ore MUM, anar *ATmli®tA6dh6 V SL SECT. 8-11 VERTICAL fdRYTECWOLOOY NNE Pl. Ft 34274 SL VIEW G-G CORNER ASSEMBLY POInnill Cd .., o.u' �e77�WO 7 Maid � .die edar..* EEYAMPLEELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT !loo5-1 B ,r id 7 GLi , f R el P.E. g SPACING, SAMEAS JAMS ANCHOR SPACNO (SEE SHEETS7, 8 ANG9) ale D-i SL SECT. E -E HORIZ, (DOOR W/ SIDE LIFE) F+a.Ftlr DA* 'Mess aFMA7 s FoctNsaMEEr. Rioter Oak "MA= F £'M A NM wax ace uFert7a8CMsOa g�rpesestar war. F4, tJF CAR tbedFtl Filter FX 2771 ff J,1 821/07 ann 7782f010L09YOWN IA7 navy F.a Saw um rampagat IL.948,4 I� --MAX Si. WIDTH INTERIOR SL SECT. F-F •- HORIZ (SINGLE SIDE LITE) tG.ea� ZERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTESF IMPACT Visibly Bender .erwe e.r 1 t s.aFe �mr i/2ar s + to I 1100 54 B Apprailled owdtAt%e Date 1 a0 NOAi — M Ode Peeacsf Cean.t fAl z► Rawl I. P.E Pe /33712 sdueturo Wes DWG 0 1 2 3 4 943B 1010 7070 955 5 938 6 958 995 9 10 11 12 13 14 15 16 20 21 996 952A dESCRPTION 60411 160300 1X'STP.,0 -LON .190 X .375 HIGH BULB WEATHERSTRIP .187 X.300NIGH F..USI4BOLT STRKEPLATE 7938X 2 PT. LOCK S1 RIG PLATE 7'956A FRAME HEALS STRKEPLATE SACKING PLATE 4-32 X.500PH. 011- M8 - 8.5. W/SI (CONE PATCH ,. GASKET (BEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) F6.LER HEAD ADAPTER 67070K 7955X 7832X12FP)P 7'0995 70996 9533016 F FLAME HEAD 11000 1670 11004A 11001A 911000M 671670 611004M 411001A CIUTSWNG THRE HOLD WSTP, .350 RD FOAM FILL TSLOTT(AMSBURY032011) QUTSWNG THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE itiECTION MOLDED) 11002A 11003A 411002A 411003A 915D 60380 1010 40300 22 23 24 6808 66608M 1140 1048 78X112PSATS 71048 25 26 27 30 930 1118 7070 41721N t10Xi4PFA 31 32 33 34 35 36 37 910D 911E 917 1178 913A 1130 990 914A 6910 8911 RMO 1058FP W,B 40 41 42 997 1023 928 1145 BTRODA 7990NUTA 60379M i834FPT Z44G 41720 i6X12FPAW ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUhSW#1G) WSTP.,O- LOO.190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X) 650, 6061-75 • X1.500PHSGATIS JAMB SCREW COVER CAP STRIKE PLATE INSERT 0)0X.750 PH. FL SMS BULB WEATI4ERST'RIP .187 X.300 HIGH ODOR PANEL, 1011 & BOTTOM RAIL DOOR PANEL, SIDE RAIL HN9GE EXTRUSKA #10X.625 PH. FL SMS (MUSS CLAMP 5/18 -18 THREADE15 ROD 5)1(1-18 FLAN3ED HEX NUT WEATHERSTRIP dHANNEL 08 X.75 Pa I`L. 7tK GASKET (BETWEEN N PANEL HEAD/SILL & PANEL STILES) WSTP., .187 )1250 HIGH, FNSEAL SLIDE BOLT AS (INACTIVE PANEL ONLY) NIX .500 PH FL SMS TYPE BIDS 43 44 45 48 1212 9838 9848 1213 7P30GG Cam 80200K S DUST PLUG CTIVE PNL) PANEL AS GAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WWISTP.,Q -LOP .196 X .200 HIGH LOCK SUPPORTASSY. (41707 & 47708) X.750 PH. FLOMS 2 PT. LOCK ASSY, RUBBER SLEEVE S`rRIKE PL INSERT (INACTIVE PANEL) OLT STRIKE PLATE 47 48 49 50 51 52 931 53 1118 929 1139 982 1'4UBLOK /SUP DD2PTAY 6R180FS 930 41721 iFR5PX i10X34PFA 0X.750PHFL$MS 54 957 ?0957X HANDLE STRIKE PLATE 55 1118 01O X.750 PH FL 6M8 J710X34PFA rrbt so 62 94 es is 87 DWG # 9200 921D 9188 1155 998 999 69200 oficRirnoN SID 7E HEADER 6921 ' S10 LITE SILL 60681 SIDLr1E JAMB 78') POA 118 1.000 QUA6 PN, SMS 7968 HEAD GASKETS (S141CK(NG 070998) 7999 SILL, GASKETS (STOCKNG 070999) 61641M SID6LITE .IAMB ADAPTER 012 X 1.000 SHEET METAL SCREW SETTING BLOCK, 3/12" X1/4" X 1" W/PSA SEf11NG BLOCK, 1/18" X 1rT X 1° W/PSA 71( 71 72 73 63 4222A 988 986 71267K 64222 6486 BEAD. 7/16" BEAD, 3/8" BEAD, INTERIOR 1224 61P247 BULB, THICK (UI5ED1N EXTRUDtD BEAD) 94 GLAZING SilkONE, DOW 899, 983 OR EQUIVALENT 45 GLASS, 318' LAMI -1/8" A, .90 PVB, 3/16' HS 96 GLASS, 318° (AMI -10W HS, .60 PVB, 3,18" HS 97 GLASS, 7/18" LAMI - 3116' A, .90 PVB, 3/16" HS 68 GLASS, 7/16" LAMI - 3118" HS, .90 PVB, 3/18" HS 102 11008A 141106A Ct IAL SPACER 295 (NHOUSE iNJECTKNI MOULDE�J) 103 OFF THE` SHELF DEAD BOLT LOCK .604 — 1 f 360 13 OUTSWING THRESHOLD CHANNEL COVER 8063-T6 S50-4,1 1-.725j ruse MULL 8083 -T5 Ap{uoved u arompiyug *kb the Floeide Cede N sass ?' Mud QUM P.odad+ ? 1.: L4Y�t DP Dok PO are FX ram a ao CAVAN' 7N8SKEW: MID i7®1W %- 'EOLTHt, FMHRUIL OlLY`ITMEMO. 7ciD77512210LOGV DRIVE NOMA PLUM PA flea FL 341/04 tPARTS UST ALUM. CH DOOR 8 SIDE UTES IMPACT FJL B L dark PE yE030712 MOM DOOR PANEL TOP & BOTTOM RAIL 6083-T5 4.728 4.100 FILLER HEAD ADAPTER 8083 -78 0 FRAME HEAD 8083 -T8 Ea ix rx 3.000 --'.{ OUTBWING THRESHOLD 808378 tt,r Mtn Oft MOW FJC DOOR PANEL SIDE RAIL 8083.75 I�1.500� t—.12S I 1.760 4,728 4.100 .750 4.878 .1 8 DOOR PANE, INTERIOR ASTRAGAL 80B &T5 �i f�.858 .883 73 38' GLAZING BEAD 8063 -T5 TRUSS CLAMP 8083 -T5 .050 1.150 4.676 .L ODOOR PANEL EXTERIOR ASTRAGAL 8083 -T5 4°100 .883 x--.050 1 % 7118° GLAZING BEAD 8083 -T5 C) Et HEADER 808348 72 $L S01 008378 t-1.480 -.1 3.000 L 20 DOORFRAME. JAMB 808378 +1.578 —� -890 SL JAMB 800378 SL JAMB F66 ADAPTER 608378 .050 1.820 WEATHER SIRIP CHANNEL 808375 0.375 .125 Appeared is t }9 tompq wit* tee Flerlda Wks Ewe taotK.TJk Z 7 =ref t zit., i 4144, in Me sett 27207 JL 621107 RED worms Ars m7o V&QHMOtAOpa171IE NOKOASSFL ROMS SUS staamel:, 8.3474 Bur Vial* Beata 1IXTRUSION PROFILES me ALUM. FRENCH DOOR S SIDE UTES, IMPACT tL+.trMi tr M 11 't°7 • 10 I 11004 ( 8 1'7 /t7 tK L Chek. P£ PE v 07'12 Structural l t—zoNE �f SILL ZONE "C" SEE TAKE 3.. SHT.9 HEAD HEAD z N SILL ZONE4 SEE TABLE 7., SHT..9 1 m 1 HEAD HEAD ZONE"D"�zONE D" 1 SILL ■ ZONE "D"� -ZONE `D'� SEE TABLE 4., SHT. 9 HEAD Z °E"`t 0 hZONE�"D"�"Z� "E" t �xAMPLE ANCHORAGE SOLUTION <XOOR 0x JAMB ZONE "B' ' ZONE "E" ' T ZONE "D" ' ZONE "E'� SEE TABLE 5., SHE 9 SEE TABLE 8., SHT. 9 HEAD HEAD HEAD t- 2ONE ro" h ZONE `PI • —t • E• -t 1- ZONE "E F"fi-Z t w r / �OROX , \ \ I \\ V \ \ C \\A r ,/ / f1 r i JAMB ZONE "B'-i ZONE'D"�fONB "P�ZON" SEE TABLE 7., SHT. 9 FOR A CONCRETE OXXO INSTALLATION A. 19" x83 314" SIDE UTES "B" AND "E' ZONE ANCHORS FROM TABLE 9. SHEET 9. PLUS; S. 71 3/4 "x83 3/4" XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT 84.L. C' `fix ro l[ rt r O)000 r \\ y r XIr/ _� R i : \ 1 1 \ ALSO NOTES: 713/4"W 7XXC DOOR WITH 10'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4' ELOO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE}: SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE JAMBS ( 131/4' MAX PROM CORNERS AND 231/8" MAX O.C. HEAD & SU. OF DOORS: 8" MAX FROM CORNERS, 9" MAX FROM ASTRAGAL !CENTERS AND 207/8" MAX. 0.C. 1'IEAD &199,L OF SON LJTE$: 8" MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. rZ ZONE tzole '�Z � SEE TABLE 7., SHT. 9 AN OF t3,;•1;.E R 83 Aliptv.G $ comp'; •3g with IM Flbsida 11~6.14, NIA/ M{amm Gad" Pealael nl LLItswit- PIC FJC Ods WAN fl92bT mamma 1M i ;NEEL 3.4 SOW weitooS; FL safe P.¢ 14X MO mxoula R3*?' IiANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOORS SIDE JJTES, IMPACT _ VMb+ 8� FDf 171811 + 10 11Q06 -t 1473 '� f L Oah. P.E. PE P39712 96vah"& TABLE 3. X DOORS GLASS TYPES A. B. C, 8A! ni * 2,9, WOOD 1,2, 03BC TABLE 4. XS DOORS (ALSO XDOOR OF XO 6i 0 MASS TYPES ANC1138 TYPE 8 SUBSTRATE A, B,C,D 23, 71030 1,2. COM DOOR WIDTHS 9C - 25.80 TO 37.50 LOAD2ONES DOOR MIRO WmTH x HT. X 25.50 x79 83.7.507 4 87.7. 5 la 7 4 .7 91 • 5 ® 7 4 95.7580 7 4 27.60 x 79.75 5 0 7 83.76 5 0 7 87.7 5 ® 7 91. • 8 Q 7 4 95.75 6 Ea 7 4 29.50 x 79.76 5 © 8 4 83.75 5 0 8 4 87.7 8 0 8 4 91.75 8 a 8 95.7560 8 4 31.50 x 79.75 8 a 8 4 83.. 80 8 4 87.75 6 ® 8 91. - e® 95.75 7 a 0 0 0 a 13 35.50 x 79.75 0 83/; 813 8 57.75 8 3 8 91.7671310 4 95.75 7 13 10 4 37.50x78. : 8 a 8 4 83.. 6a 8 4 87.75 7 a 10 91. . 7 13 10 95.75 rx :I omn .7717197 iMill 5 2 7 4 4 It x 2 3 2 3 loe -47.75 TO 71. PPM x HT. LOAD20NES 2 3 2 3 2 3 2 3 4 2 3 4 4 33.50 x 79.75 83.75 87.76 91.75 95.75 6 6 6 7 7 8 8 4 2 3 2 5 2 6 2 3 47.75 x 79.76 83.1 87. 91.7 95. 51.75 x 79.75 83 87. 91. 95. • O 3 8 4 p a p1 ,Q 4 7 411fl O ©11 .a 4 7 4 ®Q .13 4 7 4 ©® 13 4 7 4©© '13 4 7 4 F .13 4 7 4 ©p 0111131311313 Q�© . 0 5 8 4119 ns9490 0f©D 06 8 4©11 O 8 8 4®9 :ON»m®c� E6 104119 -.0 8 8 4 99 rO 6 8 4 ©9 .0 6 8 4 ©9 '.0 8 10 4 ©p +Q8 10499 '.13 6 9 4E'Ip1 0 5 9 4 ©� ' El 6 10 4 ©D :Q 6 10 41313 2 3 2 6 2 5 2 5 2 3 2 6 55.75 x79. 83. 67.75 91 95. 2 5 4 2 6 10 4 2 8 4 3 3 8 4 3 6 8 4 3 6 10 4 3 5 10 4 3 6 8 4 3 6 4 4 7 4 4 3 6 3 5 3 5 3 6 3, 6 3, 5 3 6 3 S 10 4 3 6 59.75 x79. 83 07. 91. 95. 83.76x79. 63. 87.75 91. 95. 87.78 x79. 83.7 87.7 91. 95.. 71,75x79. 83. 67. 91. 85. TABLE 6. g1 SIDE LIVE GaA981YPE9 ANCHORTYP 8 5L S1 TA '0'- 10.78 TO 38. A. 8, C, 0 3 WOOD 1,2, COHC LOADIOIES TABLE 6.at&OX mass TYPES A 8. C. 0 ANCHOR 'TYPE' 2.3, WOOD 1Z, COTO 8 SLE$EIkA1E . TABLIE 7. 01(9, XXO OXX & oro(o GASS TYPE MOOR TYPE 6 BTESTRA WIDTH x HT. 10.75 x79. $3,7 $7.' 91. 95. 12.75 x 79. 83.7 07.7 91. 06. 19.00 x79. 83.7 47. :. 91. 05. 21.75 x79. 83. 87. 01.7 B6. 27.75 x79. 83. 87.7 at 95. 38.13 x79. 83. 87.7 91.7 95. 38.75 x 79.7 83.7 87. 91. 96. !" 0 1 1 4 4 1 4 1 4 4 1 4 4 1 4 4 ; 2 4 4 2 4 4 2 4 1 66M3 AM 7C - 25.60 TO 37.50 SIDE L ITE 1tt®ltt 10.75 x 79.7 4 83.75 4 87.7. 4 91.75 4 95 . 4 12.75 x 79.75 4 83.76 4 87.75 4 91.75 4 .75 .4 19.00x79.•4 83.75 4 87.•4 91.7. 4 .75 4 21.78 x =.75 4 83.7. 4 87.7 4 91.7 5 95.76 5 27.76 x19.75 8 43.7- 5 47. 5 91.75 6 .75 6 38.13x79. <8 93.75 6 97.. 7 91. • 7 95.75 7 35.76 x79.75 6 43. • 8 97.75 7 81.78 7 76 7 LOAD ZONES 4 ; 2 4 4 2 4 4 4 2 4 2 4 4 . 2 4 4 2 4 2 4 a 3 9 a 2 2 4 2 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 d 3 8 a 3 a a C 0 4 t 1 W 13 13 a 0 v 5 4 iu x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 13 a a a a 1 DDGRu US %P- TO 37. '70N - 47.7 TO 71.7 910E LRE WIDM x HT. 10.75 x 79.7 83.7 87.7 91. 95.. 12.76 x 79.7 831 87. 91.7 95.1 A. 9, C, 0 33, WOOD 1.2, COW LOAD WINES 0 0 •0 :0 19.00 x 79.7 83. 87/ 91. 96. 21.75x79. 83. 87. 9t. 95. 27.75 x 79. 83. 87. 91. 95. 38.13-x79. 83. 87.7 91.1 85. 38.75 X79. 53 87. 91. 95. 13 13 0 13 13 6 13 0 13 '0 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 8 4 7' 5 5 5 4 4 5 5 5 7'Q 7- 3 v 5 2 1 4 4 4 4 4 4 4 4 4 4 1 1. 0 11 13 13 Qn 13 13 13 13 13 13 13 13 El 13 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 4 APPROVED ANCHOR TYPLS: 1.114' ELCOTAP0 43 2.114` ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.114 SCREWS (G S) 4. ENCIRCLED ANCHOR QWWTITES 94 TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. APPhrxt n 8rxiCode .ra Plbsida ero !bee MAO NO 'CIO V � A77 N1: 0 J1 145 S•OCNIMHE s NSW Z0417 101016701 WOYORME AMMAR MOB PIA actin; Naxe>W4,RIN 4 ANCHOR QUANTITY LOAD ZONE TABLES ALUM. � S DOOR SIDE ii1 ES, IMPACT pDTOt MA B + 10 0"ren. 110054 p j- r ?,7r �1 L 0*15, P.E1 . !3.5712 Structure 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 114" MAX. SHIM WOOD etr. ANCHOR TYPE 2 OR 3. NOTE 1 L._1 3/C MIN ED. • ''..7;•1.!-;.!■ 1 3/4.... MIN E.D; 1 3/8" TYPE 1 1 3/4" TYPE 2 -.-1/4 MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (WOOD) MIN. 1/4 MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD MX NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 E IXN0ODBUCK. NOTE 2 DOOR HEAD (CONC) 1/4 MAX _.,„„1 SHIM 1 1/4' TYPE 1 OR 2 (CMU) 1 $ /5° TYPE 1 (CONC) SIDE LrrE HEAD (WOOD) 1 JAI' 'TYPE 2 (CONC) 114' MAX SHIM 2X WOOD BUCK. NOTE 2 3.4101 MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3. NOTE 1 1 3/4" MIN E.D. DOOR JAMB (WOOD) 2.: .• t1 3/4" MIN. E.O. 1.61(8I MIN. CMU OR 3.4 K81 MIN. CONC. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 C0t4C. ANCHOR, OR 3, NOTE 1 NOTE 1 1 W MIN CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 EXT. WOOD ANCHOR. TYPE 2 OR 3. NOTE 1 1k WOOD BUCK, NOTE 2 1 3/8' TYPE 1 1 314" TYPE 2 UV MAX SHIM CCiNC, ANcH0a. NarE 1 SIDE LITE HEAD (CONC) 1 1W TYPE 1 OR 2 (MU) 1 3f8 TYPE 1 (CONC) 1 314' TYPE 2 (CONC) 1/4" MAX. SHIM 134 MIN. E.D. 1.5 ICS114114. CMU OR 3.41(51 MIN. CONC. • 1 34' MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. ifir MAX — SHIM wr MIN. CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 –i•11$1.3 DOOR SILL (CONC) DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONIS EMBEDDED 1 318" MIN. (TYPE 1) OR ihr SS4 CRETE-FLEX IMBEDDED 1 314* MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314. FOR WOOD INSTALLATIONS USE 512 SCREWS, 05 (TYPE 3) OR ELCO 1/4' 884 CRETE-FLEX ANCHORS EMBEDDED 1818" MIN. (TYPE 2). 2. W000 BUCKS DEPICTED AS 1x ARE LESS THAN 1 in* THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKg DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTII(ATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHOR 1Y HAVING JURISDIOTION (AHJ). 3. F SILL IS TIGHT TO SUBSTRATE, GROUT OR 011-ER MATERIAL IS NOT REQUIRED IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 305 FELT PAPER OR MASTIC IS REWIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APTOVED BY THE AUTHORITY HAVING JURISDICTION!. EXT. NOTE 3 r4 /4" MAX. 1WTYE1 314° TYPE 2 34 KM MIN. CONC. t 1X WOOD BUCK. NOTE 2 1/4' MAX. SHIM 1 Mr MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.41(31 MIN. CONC. E.D. 114" MAX SHIM 3tr TYPE 1 Nir TYPE 2 SIDE LITE SILL (CONC) A peanut ULbt Florida %dabs Cud. Oa* "ft T Irf rob MAP 7 -OCZ.P. Mod de Otedwg Central :4;141 t•(1..1.. (M; ,1" (1 4 • Ao I/1,1 L. Clark, PE. PE 030712 Stnittual 7,7 • fl.€4?i,NCetitiggi OF 01414-t Nemt ?Cil TRU4Cick opoog \i";PgIERVISD AUG 19 2011 uiNvow MAGI IZS5M0041 t04-p S•eioS Miami Shores Village APPROVED BY DATE y C/ 1 4 ZONING DEPT BLDG DEPT 2 / SUBJECT TO COMPUAgek1WM4 ALLUESAtift STATE AND COUNTY RULES AND REGULATIONS H0.• GLny G1?i GcCc5 q'TiT N'A!ae. AM% Si+OiLisi F1.3sIS8 Ae, at. U.1 w 0 1"" ui 20' ASPHALT N. E. 98th STREET 20' ASPHALT PAVEMENT 0 22' PARKWAY 16' PARKWAY 5.00' ASPHALT DRIVEWAY 12.701 — eo • g 8 TPXM) 10' ASPHALT ALLEY -1 CC (3 —1 11 Property Address: 9717 N.E. 1 AVENUE, MIAMI SHORES FLORIDA 33138 ilIONLY01111CeRTIOCATIL11 • 1r , 1. It • 3.18, .0 1.1.L '• • ',it 1,41 c-Wri. • f :Au 31A dwaC•S 7,-C,, .7 t•, 6.1 e • ¢ • . 7..4 C. Mt .4. a-, Te 4,2 o2: t 44:4:"Tsrirtt SIGNED 4 f r 441Gua EsPip.-. STATE Or Pic R.C.44 CCP THE g■ROA No 5 r v• Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. l0665 SW 190Th Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305)669-3190 L�#6463 Accepted By Survey: A-15327 PAGE 1 OF 3 fo LDS 61100r61> cat, 0/46Abl4 oP lfteokoht) it fie c5pat -Xvec-ep pro) Too 14,,firio 1.1 eip T.6. c.,S R. 07,0Z.q it 5-IO(. CIA 6-(Col of- A N (4.?i 1\rpo ktltt-FPtCV-rs-e-AejPI a w tJ oiktID zyr, n)01-.1 5i-675 6g5i6c ( Tg 0.3 ?-ec.s5.34.E.Cf 7g ,0 ; 1V2orLJ :PM-i .tot.) OF-616 VA-No peci2) -"attc-T4t1+7,1I 4-- 0" 7 z_Lif -frrrkttra 1-Q 'edy4 te4KL, quILK was Yz 712. I kll C, .INC WT. TT, 2./(11 gzed.es c_vr 402(.17 rt. 51 tiPsor.) bus 2CZ. 12fE,tT P1/4? i-Morki) N STA I 2. Z. NINFP -Pe6t6ci.3 LOADS TER ASC6:: 7-0S 6:X1C 14 II Pt' C. j -r, Rco. 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