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CC-15-1125 F ermlt N© =�-' '112 Miami Shores Village PeII 7 /J@ Cott'HIMpC)d1 CiEfnSr i tC10gli: 10050 N.E.2nd Avenue NE Wo144W Cat Atteratruln Miami Shores,FL 33138-0000 •— �` Phone: (305)795 2204 �Offi`Stafus:APP�tt3VEC Expiration: 01/24/2016 p Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Browne Hall 1121360010160-14 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell L!BA!R.RY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone COTTON USA LP (941)402-2102 Valuation: $ 46,200.00 Total Sci Feet: 648 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: REPAIR FIRE DAMAGE TO UNIT 34 Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted: Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return : Classification:Commercial Drywall Screw Scannin :3 Window and Door Buck Gelling Grid Fees Due Amount Pay Date Pay Type AmFill Cells Columnst Paid Amt Due Review Electrical CCF $28.20 CO/CC Fee Invoice# CC-5-15-55528 Review Electrical $105/13/2015 Credit Card $50.00 $ 1,691.78 DBPR Fee $220.00 0.78 Review Building DCA Fee $20.79 07/28/2015 Credit Card $ 1,691.78 $0.00 Review Building Education Surcharge $9.40 Review Plumbing Permit Fee $1,386.00 Review Mechanical Plan Review Fee(Engineer) $80.00 Review Mechanical Scanning Fee $9.00 Review Structural Technology Fee $37.60 Review Planning Total: $1,741.78 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 AFFIDA : 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 nO g. Futhermore, I authorize the above-named contractor to do the work stated. C CA A ri July 28, 2015 A oriz Signature:Z7( r / Applicant / Contractor / Agent Date Buil e. _ nt Copy July 28, 2015 1 *llow ••. .•. . . •.•. .. .. . .. .. . . . . . . . . . . . . . . ... . . . . ... ... . ••• . ... 00, - 1 " • • • • • • • • • • A d 3 0 •• • • 606 :96 :99 •• j • • • • • • • • • • ,.; r i �, J ,• � iw SITE `. ' k •• • • • • • ••• 90 FIRE DAMAGED �0 ATI R00E TRUSS R.-E t r a4.i 9 pit' f;::. CCI iE;- 1 (�-� BARRY U N KEY MAP hi Aw r RES VILLAGE DRAWING INDEX B R 0 W E T t SHEET DESCRIPTION '' j y [ ,• COVER KEY MAP AND DRAWING INDEX 11300 N E 2 S1 DAMAGE/DEMOUTION PLAN,NOTES,AND DETAILS 7n►�:• �+ S2 RESTORATION PLAN,NOTES,AND DETAILS I M I A M I S H 0 R-�;- F-L-- BUILDING CODE 6 DESIGN CRITERIA .,JGTLrR( ., / 16 / I ;: CODE REQUIREMENTS AS PER THE FLORIDA BUILDING CODE,2010 EDITION, AND 2012 SUPPLEMENT THE FLORIDA BUILDING CODE EXISTING BUILDING CODE,2010 EDITIONAx `,` unupgpr N N DESIGN LOADS �``��••••IC E • FLOOR LIVE LOAD=40 PSF H G _w w • FLOOR DEAD LOAD=40 PSF 't * No Sg SOF �r1 • ROOF LIVE LOAD=20 PSF ` 4 a 8 • ROOF DEAD LOAD=20 PSF ryq * if • WIND LOADS IN ACCORDANCE WITH SECTION 1809 NIS " j� p' SZ1041, • WINDSPEED: Vult=160 MPH,3-SEC GUST(FBC)Vesd=124 MPH(FBC) ,,` � • INTERNAL PRESSURE COEFFICIENT t 0.18 �0 G • , EXPOSURE CATEGORY:"C" • RISK CATEGORY 1 PROJECT NO.11100930 i M MIAMI-RADE NOW FIRE ENGINEERING & WATER SUPPLY BUREAU 11805 SW 26 STREET, SUITE 150, MIAMI, FL. 33175 TELEPHONE (786) 315-2771 www.mianjddadejzov/mdfr FIRE REVIEW DISAPPROVAL COMMENTS DATE: 6-4-15 REVIEW BY: Mario Berrios BLDG. DEPT. M2015009241 mgb@miamidade.gov NAME OF PROJECT: Barry University. ADDRESS: 11300 NE 2 Ave., Miami Shores, Fla. ALL CODE REFERENCES MENTIONED IN THESE COMMENTS ARE FROM THE FLORIDA FIRE PREVENTION CODE (2010 EDITION), NFPA 101, UNLESS OTHERWISE NOTED. 1. PROVIDE A RESPONSE SHEET INDICATING ON WHICH SHEET THE COMMENTS ARE ADDRESSED. 2. INDICATE THE LEVEL OF REHABILITATION, PER CHAPTER 43.NFPA 101. 3. IF THIS IS A SPACE WITHIN A BUILDING, INDICATE THE OCCUPANCY TYPE OF ANY/ALL NEIGHBORING TENANT SPACES AND INDICATE COMPLIANCE WITH FIRE RESISTIVE SEPARATION REQUIREMENTS SET FORTH IN NFPA 101 TABLE 6.1.14.4.1.INDICATE HOURLY FIRE RATING OF THE WALLS. 4. PROVIDE SCALED PLANS, INCLUDING A COMPLETE FLOOR PLAN INDICATING ALL DIMENSIONS, PARTITIONS, USE OF ALL AREAS, DOOR SIZES(MINIMUM 34 X 80), INTERIOR FINISH, AND CHANGE OF ELEVATION AT EXITS( MAXIMUM Y2 INCH). 5. INDICATE ON THE PLANS THE OCCUPANCY TYPE / USE (ASSEMBLY, STORAGE, INDUSTRIAL,??)AND IDENTIFY THE USE OF ALL SPACES OR AREAS AND CORRESPONDING OCCUPANT LOADS. 6. PROVIDE DIMENSIONS FOR ALL DOORS, NEW AND EXISTING. 7. INDICATE ON THE PLANS IF THE SPACE IS (IS NOT) PROTECTED BY A FIRE ALARM OR FIRE SPRINKLER SYSTEM. IF SO, PROVIDE CONCEPTUAL PLANS INDICATING THE EXISTING LAYOUT(S)AND ANY NECESSARY MODIFICATIONS TO THE SYSTEM(S) DUE TO ALTERATIONS. NOTE: IF A SYSTEM EXISTS AND THERE ARE NO CHANGES, YOU MUST STILL PROVIDE THE EXISTING LAYOUT.INDICATE ON PLANS SMOKE DETECTORS. 8. SHOW ON THE PLANS THAT THE LEVEL OF FLOOR ELEVATION ON BOTH SIDES OF EXIT DOORS DO NOT VARY BY MORE THAN 1/2 INCH. SECTION 7.2.1.3.1 9. THE FLOOR LEVEL ON BOTH SIDES OF DOORWAY SHALL BE MAINTAINED FOR AT LEAST THE WIDTH OF THE DOOR. SECTION 7.2.1.3.2 10. PROVIDE A LIGHTING PLAN IDENTIFYING ALL LIGHTING INCLUDING EXIT SIGNS AND EMERG€#4CY LIGHTS AND THE CIRCUITS TO WHICH THEY ARE CONNECTED 11. REFER TO 69A.3.012. RULE CHAPTER 69A.60;F.A.C.;SUBSECTION 6;NOTICE REQUIRED FOR STRUCTURES WITH LIGHT FRAME TRUSS TYPE CONSTRUCTION PROVIDE IDENTIFYING SYMBOLS. 12. PLANS ARE TOO SMALL,THEY ARE NOT READABLE. 13. PROVIDE MINIMUM FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISH PER TABLE A10.2.2 14. ADDITIONAL COMMENTS MAY FOLLOW INFORMATION SUBMITTED. 15. DROP OFF PLANS FOR REWORK You may now visit the Miami Dade Building Department's website and view the following: • Track and check status and of Plans Review. • View disapproval comments. •Schedule a Design Professional Appointment for reworks. www.miamidade.gov/building (For questions, concerns, or clarification on disapproval comments, you must schedule a Design Professional Appointment. Appointments are held on Monday's &Thursday's only. Appointments may be scheduled the previous working.day of the appointment between the hours of 8:30am and 4:30pm by calling 786-315-2771 or logging in to www.miamidade..qov/b ildin Please know the reviewer's name and Dade County Process#or Fire Tracking#.) • PRQVIIIF NFW CHFGTc iN-Li--- n-L�^RRE�---Al:D CHAN^sES TO BE iiIGYLi ri T ED OR CLOUDED • RETURN VOIDED SHEETS WITH FIRE DEPT.STAMPS FOR COMPARISON • COORDINATE ALL CORRECTIONS AND CHANGES THROUGHOUT THE ENTIRE SET OF PLANS • PROVIDE ALL INFORMATION ON THE PLANS 9 .. .. . . . .. .. . .. . . . . . . . . DAMAGE AND DEMOLITION NOTES 1. GENERAL NOTES: • • • •• • • • ALL REPLACED MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE FLORIDA BUILDING • • • • • CODE,2010 EDITION WITH 2012 SUPPLEMENTS.DRAWINGS St AND S2 INDICATE GENERAL AND • •I • • • • • • TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, • • ••• • ••• • BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION -- _- SHALL BE USED,SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD.ALL ROOF TRUSSES TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING AND ERECTION.ERECTION SHALL BE IN ACCORDANCE '19—w • • •• ••• •• WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER.VERIFY ALL EXISTING DIMENSIONS AND UNIT 34 • • • • • • • ELEVATIONS BEFORE PROCEEDING WITH THE WORK.VERIFY ALL ARCHITECTURAL,MECHANICAL, • • • S1 • •• • •• AND ELECTRICAL OPENINGS BEFORE PROCEEDING WITH THE WORK.VERIFY ALL EXISTING • • • • • • • • • UTILITIES BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND/OR SHORING FOR THE STRUCTURAL COMPONENTS DURING DEMOLITION AND UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED. ROOF 3. SMOKE DAMAGED ROOF TRUSSES AND FRAMING TO REMAIN,UNLESS NOTED OTHERWISE, OVERHANG UNIT 33 LEGEND: •• APPROXIMATE LOCATION OF FIRE DAMAGED ROOF TRUSS. APPROXIMATE EXTENT AND LOCATION OF ROOF TRUSS COMPONENTS TO BE REMOVED, N PARTIAL SECOND FLOOR PLAN SCALE:1/8"=V-O" EXISTING TRUSS PORTIONS TO REMAIN EXISTING SHEATHING TO REMAIN REMOVE TRUSS PORTIONS FIREDAMAGEDA %pHNIC/..... i t F ,S . N. GSL TYPICAL AT(2)LOCATIONS Z-D J• NO seps•.N SECTION DETAIL -0 , r.1re *: SCALE:3/4'-V 0" .S� imp',( OF ;•Q I D P � �� le Txe OPINgM OP aNE TM .crs ///1 11{�� eeIME Tw,rr�oE910N BARRY UNIVERSITY HALL co•* WIrNI•ne:eErw.le CONESTOGA-ROVERS k ASSOCIATES un •�T��•'•N 11300 NE 2ND AVENUE,MIAMI SHORES,FL eO INKTAADeN4 rt awu:nT Emrla•or � .. neer IpA 9U140W0 COeE. ' vox o arM 1 /� THE enolreExe eE,v.relareele u.mEe «aro arav ro rnE emuc.uwv. vomloworrNceewun+nae DAMAGE/DEMOLITION PLAN, ♦ro m ax�rvraq ron rwe�ve wonn•rno•rra:orae mart NOTES,AND DETAILS •'+•"` m eE.uEo. 11100830 31 .. .. . . . .. .. . RESTORATION NOTES i • ••• • ••,� GENERAL: • • • •• • • • ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE FLORIDA BUILDING CODE,2010 EDITION WITH 2012 • • • • • SUPPLEMENT.DRAWINGS S1 AND S2 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE • •I • • • • • • CONDITIONS ARE NOT SPECIFICALLY INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR • • ••• • 000 • DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO THE APPROVAL OF THE ENGINEER.THE CONTRACTOR ' SHALL PROVIDE TEMPORARY BRACING AND/OR SHORING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED.VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK.VERIFY ALL ARCHITECTUAL,MECHANICAL,AND ELECTRICAL OPENINGS BEFORE UNIT 34 • • •• :00 •• PROCEEDING WITH THE WORK.VERIFY ALL EXISTING UTILITIES BEFORE PROCEEDING WITH THE WORK. • •. . S2 • •• • •• 2. STRUCTURAL LUMBER&TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT SPIE STANDARD GRADING RULES FOR •• •( • ••• • • ••• ••• SOUTHERN PINE.USE THE FOLLOWING SPECIES AND MINIMUM GRADES UNLESS NOTED OTHERWISE ON THE PLANS: ROOF TRUSSES SOUTHERN PINE#2 Fb=1200 PSI ROOF OVERHANG 3. WOOD FRAMING NOTES: UNIT 33 A. NOTATION ON DRAWINGS RELATING TRUSS CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY,PLEASANTON,CA.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICSO APPROVAL FOR EQUAL LOAD CAPACITIES.IF SPECIFIED DEVICES CANNOT BE INSTALLED DUE TO TRUSS SIZES,THE CONTRACTOR SHALL PROPOSE A SUBSTITUTION IN WRITING TO BE APPROVED BY THE ENGINEER. S. THE CONTRACTOR SHALL REQUEST CLARIFICATION IN WRITING FOR MISSING CALLOUTS FOR BEAMS,POSTS, AND/OR MAJOR CONNECTORS.PROVIDE APPROPRIATE POSTS OR COLUMNS UNDER BEAMS,HEADERS,AND GIRDERS WHERE NOT SPECIFIED, C. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE. N 4. JOS SAFETY: PARTIAL SECOND FLOOR PLAN THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR THE MEANS,METHODS, SCALE:119'-V-0' ® TECHNIQUES,OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM THEIR WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF REPLACEMENT 2z8 WORK BY THE CONTRACTOR OR THE CONTRACTORS EMPLOYEES OR THE EMPLOYEES OF SUPPLIERS OR SCABBED/SISTERED SUBCONTRACTORS,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY PERSON. TO REMAINING x CHORD MEMBERS (4)12d NAILS X X STAGGERED 0 S•O.C. x 1 I X X91MPSON MENDING PLATE MP36 TYPICAL x xI EACH SIDE OF REPAIR DIHIi��i 3-0' SCyI� TYPICAL AT(2)LOCATIONS `� •V C E N G�. S8506 SECTION DETAIL SCALE:3/4'-1'-0' °'• T TATE OF Q: a.a,r• ,..I�� i� /• A •� a w,,,, K810�,,,,, BARRY UNIVERSITY•BROWNE HALL ®caHesrocn-ROveRS ac ASSOCIATES �T�^•^� 11300 NE 2ND AVENUE,MIAMI SHORES,FL 11 1 i"Ke°ro^xe ww¢rrt®nap a .,,e fr,e z . f ana.wanes cao¢ aarron�coc}u�u rortrapamae wuwnm RESTORATION PLAN, AIA.OI0.r VNafpITWlLV! „ ra�®awnEn.,nrw,,n NOTES,AND DETAILS u� "'W"� —;2 . . ... . . . ... �./ U(kLL_._ u tv I r Revisions A.;„ ;:.� �.vsasus�c nr: ®erNapanrmk•E �,a_� ¢ _ � a .,..~Nr.�„•w]A n ®ekrsAk•1•n Y9 i� 9EEPING �� -�•m�� . �ll-1 � //! \\\ •��• .'vl.A nweruYA ml �r'.•I°�''r1°�•• •`I A O n .WTYL OmFMCYN'r MO•l�A. ®YS6CO�•IIY'• �� • AY AA Ar F ( I • �r . •d N!m ee e! • ••- "„ N1L6HI•{SN[yAOQ .If \ • • �`5 sh�avl,. n6 fpm • • k(-�WP NC 1Y1m PM I �"'�±� �m �u _ • �- t�`� .,:g11�"�8o n�el.nn m • •. a- AREA AREAtlG1C FMNE 8P10 RLBI mw0 6 i M1M M19 W6L� /� • I berm � �b �aa.(t�@P%M �- ' — N®/ _ • / em.o+N.w or.w ,a •n BA E 1 S ...�V o4cml n N®f No arVaKr ImD W nC NN � I ��sf 6 iN•s '�� i/ 1 m`\, ��I xwNm n.4.w..e * � � �� xAu eNL MW W/HFla• b - /� / _ I V • • • • •• ••• ••N uR G _ 1 WN Pf K-� \\ / • G•i.•vX.aol.m:.11 • • • • F FOF •„nusnNc� Fy�•ey.n • • per• • •• • C F A_n• !' ,Rrbm�Le�emKnM.::em. w'nn. • b -------sTANCE-za-L' N1�N4�u �I �� mPEclaxsroNa,sn nLASNo _ M AT MRT'^— .am�.lt• s�> s'•'�%i e1P�w.l•m • b I N.W P .�u. ,.�b.Yl..". 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EsIOr �._ 4.-o, _ .G- Q. - ®NLYE ENSWIG]L•wtl LOGR v To APRLw mrcrnm z]'-10• 1-10' ,'-O' '\•• y6 s(EEPING �]..____ ;� ®XP«r Nnanowo�.w z r Ira A B C S,'-B• - 5 - - RFNbk WSPIS CB:NG CONFA:Am Y NSiNi A I IIOIN NE PA1W e.REal Al- 2ND S— A B C - • ]S'-O• OPE mO Ka 9:6rt 4l PN:ML Mom%roN NAl iK Mlm muM B C 2ND FLOOR PLAN N AGROUND FLOOR PLANT SHELF & T ACCESSIBLE UNIT T o NWWNRNN RFEm L]MS M[RNY mNRm PNM •I•NIEb G 0' `� 1/18'Sl•-0' D N.T.S. J 1'-0'3/18' ' ' OosnN Lel¢wcr lnit a,w A.2 [] ENS ILIm PAL SIAmS c Nft it-(C • i�.f.1 �7:• .E�M��:5 l F�2��v N� } 11�L�� U1,� c L.. . . .. . . . . . . . . . . ... . . . . ... evisions �r w • • • •• • •• • r� rr � • • ••• • •.• , �o oanrnm.oc. T .. . . .. ... .. e y4Dm .ua m QD WA •• • • • • • ••• •• m m"`mm rmimwtla m sn°°°•+°w ra orumx n cm°wo1 LOCATION PLAN �i1 m °.TM. I (® m onravavzw oa•m a m c- „9 I Im ` ®iOgK tlaflld6 v ' i t + m�-' 0 I _ •I t. g'-p" 16-' o P,•' y� BiK/SClfftl6 4D ARAa o •°,.�.,�,. um B •� B A � � mma uou.aw a N o--- o - oc N �UAi � t ° M `• � UNIT "A" FLOOR PLANm g i Z Q --- - - f B •1 B A 1 1 I 1 M o--- --- - -- ® - -;=47 I Y •I B B ' I B A b ,� B B •I B A ® e.m. I/� S�V� C A 'n —1 Job No. /UMM S D.M O7AM .�. ♦ - - 4'- . -10" 2'-10" 4'-�" ♦'-0' o p g4-4 d- - - 9Mt FNiq °°Ii°n�.nv♦w•.w A B C 4'-" A B C ° UNIT "C" M AGROUND FLOOR PLANT 2ND FLOOR PLAN m UNIT "B" FLOOR PLAN/i1 FLOOR PLAN °Ae""° G f-o'-1/1e• J T-o'-1/1°. J 1._0._1/4. 6 P-o'.1/s' A-1 TTO SCOPE OF WORK Barry University Browne Hall Fire Damage 11300 NE 2°d Ave Miami Shores,FL General Notes: • Restore Barry Browne Hall Units 34, 33,Unit 33 & 34 Bathroom, and Exterior to pre loss condition 6000 • Verify Backing for all accessories. •••• •••••• • Refer to wall schedule with the finish being smooth level 5 as opposed�o '. 6666.. 666.6. popcorn. To include ceilings as well. • 6666.. 6666.. • All walls located in wet areas to be moisture resistant and for the.Deme Armor.;• • • All walls primed with 2 coats of paint to match existing color. 0000 ' 06.00. . . 6666 .. . 6666. • All windows to be caulked and painted. • ' • • . . 6666.. . • All door trim to be painted and doors to color selected by owner. ;••:•: 0 •0 . . . • All bath accessories to match existing. . •••••• 66660 . 0 0 0000.0 .. 6666 . Unit 33: 00 Insulation—new rigid insulation on exterior walls,new R 13 Faced Batt insulation on tenant separation walls,new R-19 Insulation at bathroom walls,new R-30 insulation in attic space Drywall -new 5/8 Fire Rated Type X Drywall on walls and ceilings. Texture to match existing. Paint—prime walls,paint 2 coats flat per spec Floors—new VCT tile,new 4"cove base Electrical—rewire Unit,new light fixtures,new fire alarm, new outlets, new switches, new coaxial outlet for cable Doors and Window—new hollow metal flame and insulated exterior door, new impact resistant window Millwork—install new custom desk, install wire shelving in closet. Page 2 Unit 34 Insulation—new rigid insulation on exterior walls,new R-13 Faced Batt insulation on tenant separation walls, new R-19 Insulation at bathroom walls,new R-30 insulation in attic space Drywall-new 5/8 Fire Rated Type X Drywall on walls and ceilings. Texture to match existing. Paint—prime walls,paint 2 coats flat per spec Floors—new VCT the new 4"cove base • Electrical—New light fixtures,new fire alarm,new outlets,new switch&,IM coa;lM •••••• outlet for cable •••••• • ...0% .... . ..... Millwork—install new custom desk, install wire shelving in closet 06:09: ••••• .. .. .. .. ...... Unit 33,34 Bathroom ••• • Insulation—new rigid insulation on exterior walls,new R-13 Faced Batt tnsuhationon:,a: �+�• tenant separation walls,new R-19 Insulation at bathroom walls,new R-30 insulation in • attic space 7.. Drywall-new 5/8 Fire Rated Moisture Resistant Drywall on walls and ceilings. Install Dense Armor for shower walls to receive new tile. Texture to match existing. Paint—prime walls,paint 2 coats flat per spec Floors—New 4"tile base Electrical—rewire Unit,new light fixtures (to include vapor resistant in shower),new GFCI outlets,new switches, HVAC—new 14 SEER 1.5 ton HVAC unit system(R41 OA refrigerant), new duct work, new diffusers, new T-Stat Plumbing—new toilet with new angle stop, shower valve and head,2 new sinks with P Traps and angle stops. Bath Accessories—new TPD,PTD, Soap Dish, and '/4"Plate glass mirror above sink Page 3 Exterior Stucco—repair stucco and lath at walkway soffit,clean exterior fagade of suit, repair direct applied to CMU stucco,paint 2"d FL stucco fagade and soffit Roof—repair engineered trusses per engineering detail by CRA,to include reinforcing charred rafter tails,and adding Simpson connector strap r. 0000 .. •.6• 0000 . . . 6 • .00.00 60 6 0 000000 0000 . 0000 0 0 0000.. .0.069 0000 . 0000.. 0000.. 9 .. .. 60.64 0000.. 0000.. • . . • 000000 •0000. • . 0000.. •• . 9 60. 6 • 4 a r 1 a . . . . . . . . . . ... . ... . ... . —' Cl N, j a ... ....�- c> ` r µ f C ILI is I' < a l "fM1�33'.M4�T11�'fRtk'rT rnr,r= -�+� E `�ia� ,. �Aidbicl►+S'�'��r•*Sr��F4: t,~r ;�urS.aN,;' � � � � Co;RSATTr E"!�f _ F'A'FI. _.._ 0000229397 MecaWind Std v2 . 2 . 6 . 1 per ASCE 7 - 10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/15/2015 Project No. 150690 Company Name ARKIDESIGN INC Designed By M. Gorin Address 21304 West Dixie Hwy Description Fire Restoration City Miami Customer Name Barry University State F1 Proj Location Miami Shores FL File Location: C:\Users\Mike\AppData\Roaming\Mecawind\Default.wnd input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic wind Speed(V) 176.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 32.36 ft Type of Roof = HIPPED RHt: Ridge Ht = 37.56 ft Eht: Eave Height = 27.17 ft OH: Roof Overhang at Eave= 4.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 172.00 ft Bldg Width Across Ridge= 54.33 ft Length of Hipped Ridge = 9.00 ft Roof Slope on Hip End = 6.93 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6-Ht = 19.42 ft lzm: Cc*(33/Zm)"0.167 = 0.22 Lzm: 1*(Zm/33)^Epsilon = 449.69 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))"0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Y Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 t Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.00 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)"2*I*Kh*Kht*Kd = 40.36 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 13250.25 ft'2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 172 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Y Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.42 -9.89 Side Walls -0.70 -31.28 -16.75 Wall Blev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------ Windward 27.17 0.96 1.00 0.80 38.90 19.19 33.72 43.61 Windward 17.17 0.87 1.00 0.80 35.32 16.75 31.28 41.17 Windward 7.17 0.85 1.00 0.80 34.33 16.08 30.61 40.50 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.55 -26.14 -11.60 Windward - Max Cp -0.08 -10.01 4.52 Leeward Norm to Ridge -0.57 -26.82 -12.29 Hipped End (.00 to 16.18 ft) -0.81 -35.15 -20.62 Hipped End (16.18 to 32.36 ft) -1.02 -42.42 -27.89 Hipped End (32.36 to 62.33 ft) -0.38 -20.14 -5.61 Overhang Bottom Side (Windward only) 0.80 26.46 26.46 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/1= 0.19 Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 54.33 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.24 -15.56 -1.03 Side Walls -0.70 -31.28 -16.75 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 37.56 1.03 1.00 0.80 41.65 21.06 35.59 36.61 Windward 27.17 0.96 1.00 0.80 38.90 19.19 33.72 34.75 Windward 17.17 0.87 1.00 0.80 35.32 16.75 31.28 32.31 Windward 7.17 0.85 1.00 0.80 34.33 16.08 30.61 31.64 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 16.2 ft -0.90 -38.14 -23.61 Roof: 16.2 ft to 32.4 ft -0.90 -38.14 -23.61 Roof: 32.4 ft to 64.7 ft -0.50 -24.42 -9.89 Roof: 64.7 ft to 180.0 ft -0.30 -17.56 -3.03 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.19 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 r Width of Pressure Coefficient Zone "a" _ = 5.43 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft'2 GCp GCp psf psf ----------------------------------------------------------- - -------------- ----- DOOR 3.00 7.00 21.0 4 0.94 1.04 45.33 49.37 WINDOW 1 4.00 4.50 18.0 4 0.95 -1.05 45.81 -49.85 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.00 Qhcc:.00256*V"2*Khcc*Kht*Kd = 40.36 psf A v MIAMI•DADE MIAMI-DADE COUNTY me 1114111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwK.miamidade.gov/economy ES Windows,LLC 10653 N.E. Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 112000/2050"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03 75,titled"Series-2000/2050 Alum.Horiz. Sliding Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, America Latina, series, 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 revises NOA No. 13-0617.28 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0923.10 Mai COUNTY Cs�\SW(� Expiration Date: November 06,2018 Approval Date: February 05,2015 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of � no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad,'P. E. 2. Statement letter of conformance, complying with FBC-2,010, and of no financial interest,dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad,P.E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811,, issued by Fenestration , Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted tinder NOA No. 09--1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23109, signed by Jaime D. Gascon,P. E. (Submitted tinder NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FT"475, issued by Fenestration Testing Laboratory, Inc., dated 0 1/1 7/c 8 and 12/20/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA's No.'s 08-0527.13 anal 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, , issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/0, all signed and sealed by Joseph C. Chan,P. E. (Submitted tinder NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Window , LLC, for their Series "2000/2050" Aluminum Horizontal Sliding Window—L.M.I. approved on 09/19/13 and expiring on 11/06/18. Jaime D.Gascon,P.'E. Product Control Section Supervisor NOA No. 14-0923.10 Expiration Date: November 06,2018 Approval'Date: February 05,2015 E-3 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 03-0910.02 and 09-1008.06) 2. Drawing No. W03-75, titled "Series-2000/ 2050 Alum. Horiz. Sliding Wdw. (L.M.1)", sheets 01, 1.1, 02 and 03 through 09 of 09, dated 08/27/03, with revision "H" dated 09/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 ASTM F 588-04/07 and per FBC 2411 3.2.1, TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008)and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI.-5811,dated 02/16/09,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NDA No. 09-1008.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading 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 ASTM F 588-04/07 and per FBC 2411 3.2.1,TAS 202--94 7) Deglazing Force Test,per ASTM E 987-88(R2009)and per FBC 24113.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008)and per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and sealed by Carlos S.Rionda,P.E. �• e/, (',rte (Submitted under previous NOA No.-`08-0527-.13 and 07-092843.)--� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14--0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTEWED) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 AAMA 1302.5-76 and per FBC 24113.2.1, TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88 and per FBC 2411 3.2.1,TAS 202-94 8) Operation Force Test,per ASTM D 2256-02 and per FBC 2411 3.2.1,TAS 202--94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, ., Test Reports No. FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, revised & reissued on 08/10/06,all signed and sealed by Joseph C. Chan, . E. (Submitted under NOA No. 03-0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, confrmance to, complying _ with FBC-2010 and with FBC 5'h Edition (2014), pr pared by Al Farooq Corporation,dated 09/09/14, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-9.8/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resourdes(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass®Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. ear----; Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 51h Edition (2014), and of no financial interest, dated 09/10/14, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E. (Submitted partially under previous NOA No. 12-0223.46) 3. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.46) 4. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 09-1008.06) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted raider NOA No. 09-1008.06) 6. Laboratory compliance letter for Test Reports No.'s FTL-5338 and FTL-5475, issued by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under NOA's No.'s 08-0522 13 and 07-0928.13) 7. Laboratory compliance letter for Test Reports No.'s PTL-3809 and FTL-3804, issued by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph C. Chan, P. E. (Submitted wider NOA No. 03-0910.02) G. OTHERS 1. Notice of Acceptance No. 13-0617.28, issued to ES Windows, LLC, for their Series "2000/2050" Aluminum Horizontal Sliding Window-L,M.I,, approved on 09/19/13 and expiring on 11/06/18. i Jaime D.Gascon,P.E Product Control Section Supervisor NOA No. 14-.0923.10 Expiration Date: November 06,2018 Approval Date: February 05,2015 E-3 I ' WINDOW WIDTH I 10" STILE AT STILE ENDS f' J '8•MAX. ENDS SEE SHEETS 2&3 HEAD HFAD/SILL 5" FOR CAPACITY SILL CORNERS FALSE MUNTI NS 8 ¢4 O A (SURFACE APPLIED) O MAY BE USED Dc d it li it li it �� r ,I I D I' M --Ir/l Ir-- II - -- = Nm = n 11 My CI O II II II II II II 11 II II II II II II II II II II II O --rc--- B 1, ,1 h p `J-' n tl 33 1/2" _ _ 33 3/8" 33 1/2" lz LI UJ m D.L. OPG. O.L.OPG. O.L. OPG. a � J 37 5/8" 37 5/8" VENT WIDTH VENT WIDTH N TYPICAL ELEVATION ZM 3J THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. .R SHUTTERS ARE NOT REQUIRED. uj N " W c1l SERIES-2000/2050 ALUM HORIZ. SLIDING IYINDOIY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. c �R APPROVAL APPLIES TO SINGLE AJNITS OR SIDE BY SIDE COMBINATIONS g OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF g�g TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED 6 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE (WHZ). LAMIMILARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E.qr:JAVAOµMoD 3 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Fu /Ta592 M EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PROINICTABV188D NOT PART OF THIS APPROVAL. °' ftWKhtOpIam& (� o E 8 BumesCoo % - ... A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � +09�wp O drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT j/ aA A 20141 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "y (q, Y G W03_75 REQUIREMENTS OF THE FLORIDA BLDG. CODE. Mhtnl ade Product Ca,luol 1 -- [sheet 1 of 9� 1/8"ANN.GLASS 1/8"HEAT STREN'D. GLASS �u N .090"INTERLAYER .090'INTERLAYER SILICONE SILICONE j SENTRYGLAS 8Y'DUPONT' SENTRYGLAS ITlY DUPONT' w DOW CORNING 795/983 Ey DOW CORNING 795/983 3 1/8"ANN.BASS 1/8"HEAT STREN'0.GLASS z z2 m Z f i 15 SILICONE SILICONE 1 1 N 1 III II p DOW CORNING 795 DOW CORNING 795 9A 98 I I Z m II II II �I 8 g F 11 II II 11 ] 21 5 21 I 28 28 p AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AQ rc WIDER THAN 36" WIDER THAN 36" a p rc 29 29 5/10" LAM. GLASS 7/16" LAM. GLASS AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ALT. GLAZING OPTIONS WIDER THAN 36" WIDER THAN 36" GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL w:I E GLASS TYPES SHOWN ON THIS SHEET. 0 1/8"ANN.GLASS 1/8'HEAT STREN'D.GLASS 3P ~ .090`INTERLAYER .090`INTERLAYER m i BUTAGTE PVB 9Y'DUPONT' BUTAgTE PVB BY'DUPONT' 1/8"ANN.CLASS 1/8"HEAT STREN'D. GLASS GGSS SILICONE SILICONE J m DOW CORNING 795 w DOW CORNING 795 J Ld so 21 111 a4 21 3Nj.1� $I-n4 Z?�J 2` Lj Q J w•n 5 R" t 28 28 O oAT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES WIDER THAN 36' WIDER THAN 36" GLASS TYPE 'B' GLASS TYPE 'B1' o ��R -----3/16`ANN.GLASS 4�UT-TE -HEAT STREN'D.GLASS 4�ENTII'53 ' EAT STREN'D.GLASS .090"INTERLAYER INTERLAYER INTERLAYER SENTRYGLAS BY'DUPONT' PVB BY'DUPONT' YGI S BY'DUPONT' ° 3 3/16'ANN. GLASS /8"HEAT STREN'D. GLASS8"HEAT STREN'D.GLASS ii SILICONE SILICONE SILICONE DOW CORNING ""795DOW CORNING 795 DOW CORNING 795 'n m Zz c21.1 1 En9r:JM%AO AHMADCMLPRGDUCT RBV[SBD P ,rp028 DaNe�crT�l �:E.CJ drawing no. AT 1/4 POINTS ON LITESAT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES q WIDER THAN 36' WIDER THAN 36' WIDER THAN 36" B}'-"--' C 2014 W03-75 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' MI Conud sheetl.Iof g DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 M. ANCHOR SPACING ADDL.ANCHOR #* r> STD.MTC.RAIL(FRAME BILL•t• 2, 3 & 4) H.D. MTD.RAIL H.D. MTG.RAIL SEE DETAILS BELOW FOR EM(+)LOAD LUTATIONS 3 SEE DETAILS BELOW FOR EM(+)LOAD LUTATIONS (BILL-3 &4)** (SILL-3 &4)** Z R GLASS TYPE'AI' GLASS TYPE'Al' }$$j GLASS TYPE'Al, GLASS TYPE'BL' GLASS TYPE'Bl' a GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE '0' GLASS TYPE'D' GLASS TYPE'D' WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE'C' GLASS TYPE'B' GLASS TYPE WIDM HEIGHT wINT.(-) EM.(+) INT.(-) EM.(i) INT.(-) EM.(+) NIT.(-) EM.(+) INT.(-) 6 6. 26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 37' 26' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 53-1/8' (3) 6 70.0 80.0 70.0 90.D 70.0 80.0 8010 90.0 - 74" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - 26-1/2' 3 70.0 80.0 70.0 9D.0 70.0 80.0 80.0 90.0 - 37- 38-3/8' 4 70.0 80.0 70.0 90.6 70.0 80.0 50.0 90.0 - - t�T FFFiii STDMTG. RAI18 y,D. MTG. RAILS 53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 S-2050 LL Z lyyyS 74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ,:1 73 F 3 70.0 80.0 70.0 9010 70.0 80.0 80.0 90.0 -50-5/8' 4 70.0 80.0 70.0 9010 70.0 80.0 80.0 90.0 - (4) 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 -8 - - 70.0 90.0 70.0 80.0 80.0 90.0 -3 70.0 80.0 70.0 90.0 70.0 60.0 80.0 90.0 - - 6A ;83• 458.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 -(5) 8 42.6 48.7 70.0 66.8 70.0 80.0 80.0 90.0 - - o 74' 8 - - - - - - 75.3 75.3 80.0 90.0 us .'�. 24' 3 70.0 80.0 70.0 90.0 70.0 60.0 80.0 9010 - - 5 ni U Q J 0] 38' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - s 48' 24' 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - y,p o 60' (2j 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - N Q b F 72' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 8010 - - St 0 r 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 9010 - - BB r N _ - � Z3�e 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - $ 3 Z L_ v5A 48' 33• 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ALTERNATE 6�L •0=�% 80' () 6 70.0 80.0 7010 90.0 7010 80.0 60.0 90.0 - - TO BA&BA.1 GI W N w 72' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - O 24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 36' 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - H.D. MTG_MTG- H D. MTG. RAILS 48' 4") 6 70.0 8010 70.0 90.0 70.0 50.0 80.0 90.0 - - S-2000 S-2050 W. 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 8 70.0 80.0 70.0 90.0 1 70.0 80.0 80.0 90.0 - - 24" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - PRODUCT REVISED o uc.ImPLYL bYwllhWeFbNde 0 c 3' 4 70.0 BOA 70.0 90.0 70.0 1 80.0 50.0 90.0 Aocepfnla� •�V� .J- y48pS�AP (5) 8 54.2 61.9 70.0 90.0 70.0 B0.0 80.0 90.0 60' 8 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 72' 8 - - 70.0 75.7 70.0 78.7 80.0 82.7 8010 90.0 trot A = 140. OF ANCHORS PER HEAD &SILL iA () NOTE: - NO. OF ANCHORS PER JAMB a o i7 S a _ GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSIONT DECLARATORY STATEMENT DCA05-DEC-219 m o 4 m n Engr:JAVAO AHNAO j \ \ CML i n n n FIA.PE 1 70592 $ 41 42 •3 •4 $ k 5 O drawing no. 0 2014 W03-75 STD.SILL WGHOUT RISER STD.SILL WITH RISER A-RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER UMIT.J .(+)LDADS TOR. PSF UMIT EM.(+)LOADS TO 70.0 PSF LIMIT EM.(+)LOADS TO 67.5 PSF LIMIT EM.(+) LOADS TO 80.0 PSF sheet-2-f 9 a DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2060 STD.ANCHOR SPACING ADDL. ANCHOR *4` STD.ANCHOR SPACING n SEE DETAILS BELOW STD. MSG. RAIL(FRAME SILL•1, 2, 9 k 4) N.D.WIG.RAIL R.D.MTG.RAIL FOR EXT(+)LOAD LIMITATIONS STD. MTG. RAIL(FRAME SILL•1, 2, S &4) K.D.MTG.RAIL* SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS * ffi SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL •S & 4} Z (SILL•3 & 4) (SILL•3 &4) O GLASS TYPE'101' Zd CUSS TYPE'AI' GLASS TYPE'Al' I GLASS TYPE'At' GLASS TYPE'BI' GLASS TYPE'B]' GLASS TYPE'AI' CUSS TYPB'Bl' a GLASS TYPE'A' GLASS TYPE'Bl' GLASS TYPE'D' GLASS TYPE'D' CUSS TYPE'A' GLASS TYPE'Bl' CUSS TYPE'D' GLASS TYPE'D' GLASS TYPE'D' 1RND011 DIMS. A CLASS TYPE'B' GLASS TYPE'C' C1A53 TYPE'B' GLASS TYPE'E' WINDOW DIMS. A CUSS TYPE'B' GLASS TYPE'C' GLASS I'll WIDTH HEIGHT EXT. IM.(-) EXT.(+) INT.(-) F IM.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) YA07N HEIGHT EXT.(+) IM.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) 74' 9 70.0 80.0 70.0 90.0 80.0 80.0 90.0 - - 74' 26' 8 70.0 80.0 70.0 90.0 70.0 B0.0 80.0 90.0 m C a. 106-1/4" 26' 12 70.0 80.0 70.0 90.0 80.0 80.0 90.0 - - 106-1/4' (3) 1180.0 70.0 90.0 70.0 80.0 80.0 90.0 8 111' 12 - - - - - 80.0 90.0 - - 111• 12 - - - - - - 80.0 90.0 QQ i 74' 9 70.0 80.0 70.0 90.0 80.0 80.0 90.0 - - 74' 38-3/8' 8 70.0 80.0 70.0 90.0 70.0 80.0 80 0 9010 6 106-1/4' 38(S)8" 12 70.0 80.0 7010 90.0 80.0 80.0 80.0 - - 108-1/4" (3) 11 - - 70.0 90.0 70.0 80.0 80.0 9010 171• 12 - - - - 117' 12 - - - - - - 80.0 90.074' 9 70.0 80.0 70.0 90.0 80.0 80.0 90.0 - - 74" 50-5/8" 870.0 90.0 70.0 80.0 80.0 9010 WZ106-1/4' 1 8' 12 70.0 80.0 70.0 90.0 80.0 80.0 90.0 - - (4) 117" 12 - - - - - - 80.0 90.0 - - 74. 63' 8 _ _ _ _ _ - 80.0 90.0 74' 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (5) J 108-1/4' 83' 12 - - - - - - 77.1 77.1 80.0 90.0 72' 6 70.0 80.0 70.0 90.0 70.0 80,0 BOA 90.0 = n S 111' () 12 - - - - - 75.3 75.3 80.0 90.0 84' 24' B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 v 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96' (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 8010 90.0 4 84' 24' 9 7010 80.0 70.0 90.0 70.0 80.0 80.0 9010 - - 108" 11 70.0 80.0 70.0 90.0 70.0 80.0 5010 90.0 m 96• (2) 9 7010 00.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 d N .. __-___.__ 108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84' 36" B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 98' (3) 9 70.0 80.0 70.0 90.D 70.0 80.0 80.0 90.0 V Q v 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 c 03 84' 36' 9 70.0 80.0 70.0 90.0 7010 80.0 80.0 90.0 - -_ 108' o 8 70.0 80.0 70.0 90.0 70.0 00.0 80.0 90.0 s 1+-) 98' (3) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72 48' _ 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84" 8 - 70.0 90.0 70.0 80.0 80.0 90.0 cj 72" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 96' (4) 9 - - 80'0 90'0 4 0 11 Y 84" 48" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72' 50'(5) 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 'u 96" (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - \ Z J A= N0. OF ANCHORS PER HEAD &SILL 108' 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ( } = NO. OF ANCHORS PER JAMS 0 s.. 72• 9 54,2 67.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (1/4W) (1/2W) (1/471LL,N 84' 60" 9 47.6 54,4 70.0 90.0 70.0 80.0 80.0 90.0 - - 98" (5) 9 - - 70.0 83.9 70.0 80.0 80.0 88.2 80.0 90.0 - lJ- 108' U - - 70.0 78.7 70.0 78.7 80.0 82.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD& SILL () - NO. OF ANCHORS PER JAMB 5 a (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH �. OTD.VTG.RAILS STD._1ero.RA119 PROTIUCI'REVISED S-2000 5-2050 n ooroyiy0ly vA01 Ju Florida 8 A" ' 1 '�923.3D OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH M4laml- 7)aPro uetConlrol 6A NOTE: c o oo«S� GLASS CAPACITIES ON THIS SHEET ARE m =o BASED ON ASTM E1300-09 (3 SEC. GUSTS) o W x AND FLORIDA BUILDING COMMISSION --- 5 DECLARATORY STATEMENT DCA05-DEC-219 a 4 m r� Enar;JAVAD AiIMAD 00 0o n L� n n n Fl C' E./38592 vl N N 35 N '1 •2 •g •4 O oTaI.lwreml drawing no. 5 W03-75 STD.SILL WITHOUT RISER STD.SILL WITH RISER HI-RISE SILL WITHOUT RISER HI-RISE SILL WITH RISER N.O.MTD.Raps N.O.MTG.RA113 C t 2014 sheet 3 of 9 L9AIT EM.(+)LOADS TO 53.3 PSF LIMIT EXT.(+)LOADS TO 70.0 PSF LIMIT EXT.(+)LOADS TO 66.7 PSF LIMIT EXT.(+)LOADS TO 80.0 PSF - _ TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS {may n SEE ELEV. FOR SPACING STRUCTURE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM onp .. 0 ------------------ __._._._ 3 AND TRANSFER THEM TO THE BUILDING STRUCTURE. WO D BUCK Z og r------------------i n: _ Ed'a: 1 IMULUONN&MULLION ANCHORS I' TYPICAL ANCHORS: SEE ELFY. FOR SPACING F" a I SEE SEPARATE NOA I EA Ed i i 1 f 4" DUI ULTRACON BY 'ELCO' (Fu=177 KSI, FY-155 KSI) g U INTO 26Y WOOD BUCKS OR WOOD STRUCTURES G __ ________i� 1-1/2" MIN. PENETRATION INTO WOOD C THRU 1BY BUCKS INTO CONC. OR MASONRY v q ' 17 ' ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J t \ \ n DIRECTLY INTO CONIC. OR MASONRY g ¢, 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY g D TYPICAL ANCHORS TYPICAL ANCHORS 014 SMS OR SELF DRILLING SCREWS (GRADE 2SEE ELEV. SEE ELEV. CRS) tj,2 Ing -- FOR SPACING FOR SPACING INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'� a W INTO METAL STRUCTURES a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) d i a Fd ANCHOR EDGE DISTANCE n INTO CONCRETE AND MASONRY = 2-1/2" MIN. `t=' INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. J a p WOOD AT HEAD. SILL OR JAMBS SC = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. (n¢tO xx A W C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. Q Q 25 Zm 3 SEALANTS: 3 z n FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SILICONE. 04 WCgk IYEEPHOLES: o W1 = 1-13/16" X1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE 7 n W2 = 1/4"WEEPHOLE AT TOP k BOTTOM RAIL 1" FROM EACH END ode t PRODUCT RBVISSID d R m oonlFtying.1th Ilw Fill O5 o f O n pig 20 \ K In I 1L7 2 ITh ^ 2A rN� nx YYu ��g� H h N N IE N _ IIGI COIIIrO O o d \ SERIES-2000 0W _ ,9 2 IF SERIES-2050 a: T7 CIAG ' Emir:JALAHMAD \ g3o >E FIA PE/70592 ..d• . w Y N w y=j . .�. C N.35387 lay T>d . ."� 'S •. WOOD BUCK - drawing no. HORS TYPICAL ANCHORS "'` EE ELEM W03-75 .. e w o SEE ELEV. W1 SEE ELEV.FOR SPACING FOR SPACING C —___—.___.E4_.__._.___�� o� eheef 4 of 9 TYPICAL ANCHORS ITEM PART/ QUANTITY DESCRIPTION MATERIAL )IANP./SUPPLIER/REMARES LL u d SEE ELEVS. FOR SPAYG. 1 ES1003 1 FRAME HEAD 6063-T6 f------------------� 2 ES2001 1 STD.FRAME SILL 6063-T6 - 3 LMWAI-DAOE COUNTY APPROVED I 2A ES2012 1 HI-RISE FRAME SILL 6063-T6 - O IISEEL EPARATE NLIOOAN ANCHORS 1i 3 ES2003 1 FRAME JAMB60&7-TBEd • �I I� 5 E51005 1/VENT FIXED RAIL(5-2000) 6083-76 - 4 .. .�♦. I _._.. S Ed 5 ES10S1 1/VENT FIXF RAIL(S-2050) 6063-T6 - ...°' IL .. _ I 1 D U ::.:...: L_______ __________11 6 ES1004 1/ VENT STD.VENT MEETING RAIL(S-2000). 8063-T6 BA ES2004 1/VENT H.O.VENT MEETING RAIL(5-2000) 8083-TB - � a 6.1 ES1GS2 1/VENT STD.VENT MEETING RAIL(S-2050) 6063-T6 - 8 n O6A1 ES1053 1/VENT H.O.VENT MEETING RAIL(S-2050) 6063-T6 A 2 TM 27 6B ES-2004A 1/VENT H.O.VENT MEETING RAIL(S-2050) 6063-T6 ALTERNATE TO 6A ALL 68.1 ES-1D53A 1/VENT H.O.VENT MEETING RAIL(S-2050) 6063-T6 ALTERNATE TO 6A.1 8,� -- V 7 ES1007 2/VENT TOP AND BOTTOM RAIL 6063-T5 - cc TYPICAL ANCHORS 8 ES1O06 1/VENT JAMB STILE 6063-15 - gG SEE ELEV. FOR SPACING g ES1008 AS REDD. GLAZING BEAD 6063-T5 u' - C 9A E51103 AS REDO. SQUARE CURING BEAD(5/16'GLASS) 8083-T5 - Q ' 9B ES1017 AS REGO, SOUARE GLAZING BEAD(7/16'GLASS) 6063-TS - 0 10 ES2002 1 SILL TRACK INERT 6063-TS - i I ES2011 AS REDD. STD.SILL RISER 6063-T5 - J 12 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-T6 AT 6'FROM ENDS i 12A SL203 2/VENT SWEEP LATCH ZAMAK _ AT 11'FROM ENOS. BY INTERLOCK - 12B /8 X 1 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS V 13 ES1012 1/ LATCH VENT LATCH SPRING ST.STEEL - 14 C18251N AS REOD. FOAM FLED FABRIC WSTRIPPING -��- -____ SCHLEGEL J Q� 15 08 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS I P.H.SMS 16 a8 X J' 2/VENT FIX. RAIL SILL SCREWS(STD.SILL END) LC P.H.SMS w 3 7 ID N 16A #10 X 4' 2/VENT FIX. PAIL SILL SCREWS(HI-RISE_SILL END) P.H.SMS j N 17 W2321 ING AS REQD. VENT&FIX.RAIL W'STRIPPING ULTRAFAB 18 W23291NG AS REOD. FRAME JAMB W'STRIPPING ULTRAFAB Z319 WPHL-100 2 BAFFLE.AT 3'FROM EACH ENO M&M PLASTICS 3 Z20 #'6 X 1/2' 2/ BAFFLE BAFFLE SCREW F.H.SMS O 21 E51010' AS REOD. GLAZING WEDGE SPVC OUROMETER 70 SHORE'A' 41 C,In 2 A 21.1 ES4013 AS REOD. GLAZING WEDGE SOFT PVC OUROMETER 70 SHORE'A' 21A 27-425 AS REDD. GLAZING CASKET EPDM OUROMETER 60 SHORE'A' 22 ES2007 4/VENT ROLLER HOUSING&GUIDE PLASTIC 23 ES2006 2/VENT ROLLER BRASS/ST. ST. 24 ES2005' 2/VENT ROLLER PIN ST.STEEL 25 - I/WEEP OPEN CELL FOAM PAD - 1'X 3/4'X 1"LONG c t M 26 - 1/VENT 5/16'BOX SCREEN - OPTIONAL o �512 27 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL s�s 28 27-372 2/LRE SETTING BLOCK, 7/16'X 3/16'%3-1/2'LONG EPOM WROMETER 7515 SHORE A y s O of d 27 m $�-- ALT. r Engr..UVAD AHVAD Y r CML ' FLA PE 1 70592 °.°Ed 538 d �` v . PRODUCFREVISBD m complYhlg with the Plorlde Acaplena No.LT f// TYPICAL ANCHORS fi•1pbILtl011Datc drawing no. EE ELEV.FOR SPACING W03-75 BY Cl 101470 Miem�i Lada Mnducl Conlrol'� sheet 5 of 9 1/1"MAIL VENT WIDTH O �� n 1 SHIM C12 �D.L.O. 1/N*MAX HEAVY DUTY q' O 13 STD. SHO AS 3 18 6 1 v"18Y a z WOOD BUCK NETAL � 17 SCTURE TRUC ��ny1 1.9 09 TYPICAL ANCHORS 5 N OPT. ______� cr SEE ELEV. 00 w FOR SPACING r BB �Qp 5 {6 Z EXTERIOR WINDOW WIDTH 17 O TYPICAL ANCHORS XO LAYOUT SEE ELEV. FOR SPACING OX OPPOSITE ______r I m S O a m C VENT WIDTH 1/4"SHIN 12 MAX VENT MOTH 1/4"MAX• m LL O \ 13 � SHINS � >lay � 2 WOOD BUC 3 18 8 WOOD BUCK WO STRUC RE ♦.• vv.p $ Z3 3 Z o 0 0 • N N�v TYPICAL ANCHORS SELEV. O FOR SPACING 5 EXTERIOR q MNDOW WIDTH Q XDX LAYOUT PRODUCT RgY13GD C A eeNnplYlnli ailh the lllotlde TYPICAL ANCHORS Delo ?.018 1/4" MAX.. MIAMI-DADS COUNTY SEE ELEV.FOR SPACING SHIMS ALT. APPROVED MULLION d$ 7 -. SEE SEP - S .. d.e A3AIE_lN�f__ SERIES-2000 • -- -------- I L - VENTS WITH SPRING LOADED LATCHES Engr.JIWAD AHMAD r l g d . CML g --- FNA PE 70592 .w �I 1� 4J2014 s NPICAL ANCHORS SEE E_ FOR SPACING o L_ -A O Browing no. —75 WINDOW MOTH -Ik WINDOW MOTH W03 wheel 6 of 9 VENT talon+ uW /,•MAX. SHIM (r 1 D.L.O. ..... O 6AI HEAVY DUTY 3 STD. SHIMS Q 3 18 P ,BY WOOD BUCK METAL v TRESTRUCUO 2 a r r 1 Gp p) � pg�•1u M1 w 8 9 ' TYPICAL ANCHORS g 6 t SEE ELEV. O qY S FOR SPACINGL I O.L.O. ! EXTERIOR 2 Q k� WINDOW WIOTH 0 TYPICAL ANCHORS XO IAYOU 17v SEE ELEV.FOR SPACING OX OPPOSITE o � � b � O © VENT WIDTH Um 1/MAXSHIM O VENT WIDTH IIV MAX. J S1sY 3 tri O Y WOOD BUCK T8 fwoOD BUCK „Q 0,N M c 0o STR RE r 17 �Lo i s w' 8 9 _ d TYPICAL ANCHORS O ----SCREEN OPT ^^^^ o ---- SCREEN OPTr---• SEE ELEV. FOR SPACING - EXTERIORg o p C WINDOW WROTH R PRODUCE R8VI5ID XOX LAYOUT a+wmPtyln®wINREoPIorIG Dunaln=N peoepteneallo TYPICAL ANCHORS 1i<LOo MIAMI-DAOE COUNTY SEE ELEV,FOR SPACING .- APPROVEO MULL g-- SEE SEPARATE NOA (yl{ypj aae el Control 0° d d oo $8S SERIES-2050 i I VENTS WITH SWEEP LATCHES , I I I I I E,qr AVADAHSCML Q n FIA.PE 70592 g 11 11 CA.N SS7E s L._._!1 - ------ drawing no. WINDOW MOTH WINDOW WIDTH CT 9014 W03'�75 CT L sheet 7 of 9 2.330 .857 837 2 083 2.063- [r--1.242 .063 �v 1 242 - 329 ' .082 � .062 T� .062.062 �' � .71� 1.434 .803- I I `„�, ' r.' I .&1�3-- Z ; 2.166 � .813 �r• '9� ..__ 1.130 •9130 fy �^ 1•t� A50 1.344 2 147 .}. l___ -. F A .062 .�t .930-� O GLAZING BEAD .e37 o0o � 7 1.250 ,{ VENT TOP/BOTTOM RAIL 1'421 9A d .613 LL _ STD. RI E-20 RAIL STD. MEETING RAIL Y 2.188 O SERIES-2000 O SERIES-2080 SQUARE GLAZING STOP r .930 1.400 1.122 760 .082 2.063 2.063 g j O FRAME HEAD 949 0 c& .992 1.118 `=aL �J-'j .062 .062 •203 1.149 �I BOB 1.230 �I .613 � 930 1.630 930 1.830 .803 .050 12 VENT LATCH .489 .837 1.250 .983 1.250 .813 1.250-- '062 .250-.062 �P• OB JAMB STILE '082 H.D. MEETING RAIL H.D. MEETING RAIL ' 2.996 5 '770 I .500 ® SERIES-2000 BA SERIES-2050 SQUARE GLAZING STOP �D 2.130 ..i o 2.266 2.083 2.063- r tJJ Q 500 o J 03 .082 Z I--2.330 ©FLUSH FRAME ADAPTER I a 2.555 .062 1.6301.630 2.392 92 .930 .9 p~MI ��J rSTD. FRAME SILL 1.676 Z.992+ 1.118 -888 R §ZI+...1.250 Fri V)N I 9 _082 I - .813 TYP. I--989-I 718 H.D. MEETING RAIL H.D. MEETING RAIL W ® FRAME JAMB SERIES-2000 SERIES-2050 O O sea g 2.113 .078 .078 .088 I 4 1.675-�{� .894--{ o Y$C I $ 2.816 0 R 3.437 .50 g� 1.212 �Z 1.2122 E T8 2.500 .500 .046 .082 .062 0 tssa 1.250 -- FIXED RAIL FIXED RAIL Q HI-RISE FRAME SILL it SILL RISER SERIES-2000 SERIES2050 .188 I•328 F 224 En 9r:JAVIVIL iO N l yIFa 1.09C8l�-•y•l1 T F •1JB X592 082 .250 PRODUCTRBVTSfiD CS az Z68 cmpty�IMFlorw. 1C 2-J 1-/ • 0 x{ •• $O Dau drawing no. �� C 2014 W03-75 t0 SILL TRACK GLAZING WEDGE A1ianJ eProdv SCALE 1:1 'sheet 8 of..9) V.V �3 is Z � is � � F� I 8 � 4 8� n WS(a �f C 't 3ROO- FRAME TOP CORNEellR e � a 6 �a R r s �m I VENT TOP/BOTTOM CORNERS C;n 11 O�"I N I Z3J'O 3z� vi 04 g w'n o o € b � 1 O N n� _ FRAME BOTTOM CORNER W n o O Engn JAVA1 MVAO CML i FIA PE!70592 g C.A.N.3538 S �, PRODUCT EVISID wo.the news � I u coolnlYNB �1 Du0dln8Oode 1 �J.i.� � 18® ytoNo �.B drowing no. r±.eUolonBete FlXED MTO. RAIL CORNER 7B' n ,�� oc w ` 04421014 W03-75 sheet g of 9 4 1 �MIAMFQADE MIAMI-DADE COUNTY,FLORIDA ►7�J►Ily METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Vision hollow Metal Limited 400 Zenway Blvd.,Unit 1 Woodbridge,Ontario L4H 057 Canada 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 acceptance, 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: Single Outswing Steel Doors-LMI APPROVAL DOCUMENT: Drawing No "AD10-10", titled"Single Outswing Steel Door", sheets 1 through 5 of 5, prepared by MCY Engineering, Inc., dated 03-20-10 and last revised on 06/18/10, signed and sealed by Yiping Wang, P.E., bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a pennanent 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 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. U� NOA No 10-0420.04 Mwr�tOane COUNTY t� Expiration Date:July 14,2015 !. Approval Date:July 14,2010 Page I t Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No "AD10-10", titled "Single Outswing Steel Door", sheets 1 through 5 of ' 5, prepared by MCY Engineering, Inc., dated 03/20/10 and last revised on 06/18/10, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test per FBC TAS 202-94 4) Forced Entry Test, per PA 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawings of flush outs�ing steel doors, marked by Hurricane Test Lab, Test Report No. HTL 0549-0706-09� dated 03/12/10, signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by MCY Engineering, Inc., dated 03/26/10, signed and ealed by Yiping Wang, P. E. D. QUALITY ASSURANCE BY; 1. Miami-Dade County Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile test report # 14CM-392, dated 04/06/10 prepared by QC Metallurgical, Inc., sheet and frame samples, signed & sealed by Frank Grate, P.E. 2. Tensile test report # 10CM-204, dated 03/02/10 prepared by QC Metallurgical, Inc., sheet samples, signed & sealed by Frank Grate, P.E. E. STATEMENTS 1. Letter of conformance to FBC 2007 &"No financial interest" dated 3/26/10, signed and sealed by Yiping Wang, P.E. 2. Laboratory compliance letter for Test Report no. HTL-0549-0706-09, issued by Hurricane Test Laboratory, Inc., dated 03/12/10, signed and sealed by Vinu J. Abraham, P.E. 3. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Cafferty Building Products, Florida USA, dated 04/06/10, signed by Nick Siragusa and Bob Cafferty,respectively. G Jaime D.Gas n,P.E. Chief,Product Control NOA No 10-0420.04 Expiration Date:July 14,2015 Approval Date:July 14,2010 E- 1 40'MAX.FRAME WIDTH Z 0 38'MAX.NOMINAL SINGLE OUTSWING STEEL DOOR(LMI) o �i �®p DOOR PANEL WIDTH _THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c M s ' A REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING �+ i 2 HIGH VELOCITY HURRICANE ZONE(HVI14 _ -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. I -DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS OR IS NOT REQUIRED. J s ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. TOC /.`:.`::: D ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ? °n OR STUCCO. n ° 3 r.AN .FOR -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS y w ....................... ANCHOR INro WOOD ONLY ARE NOT PART OF THIS APPROVAL Lx zid i :"::'r.r'::r:":ic:irr:".': -MATERIALS INCLUDING BUT NOT LIMITED TO STEUIMETAL SCREWS THAT COME ZJ INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ] •�:ii:a}:!i:•i}i:rr:i} REQUIREMENTS. W i m 1h " "''" "'"' -MET/LL STRUCTURES NOT BY VISION HOLLOW MET/LL LIMITED MUST SUPPORT LOADS In o IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BONDING STRUCTURE. _ a m w -WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY V D m a TO TRANSFER LOADS TO THE STRUCTURE. w g re; -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED LA- .. "' -- IN DESIGN OF ANCHORS INTO WOOD ONLY. fY 'r p SILL�CORNERS MAX. p 2 -DOOR PANEL:MIN.20 GA.STEEL Fy-47.5 KSI MIN. NDOOR FRAME:MIN.18 GA STEEL Fy=45.1 KSI MIN W J -DOOR PANEL OPTION:STAINLESS STEEL A316 OR A304 l'- TYPICAL TYPICAL ELEVATION MIN.20 GA.Fy--47.5 KSI (0) DOOR FRAME OPTION:STAINLESS STEEL A316 OR A304 Z MAX.DESIGN LOAD MIN.18 GA FY-45.1 KSI 3 (FOR SUES SNOW"ABOVE OR SMALLER) (n +75.0 PSF NOTES: F -1 75.0 PSF EGRESS REQUIREMENTS TO BE REVIEWED p0 I 8 BY BUILDING OFFICIAL. J 2 p N Z 38'MAX NOMINAL In > (PANEL WIDTH) - ® ® ICK 20 Lu Int J YIPING WANG.P.E. W FLORIDA REGISTRATION ,...w vr,'!h ll:a a�a PE N55983 2867 C.A.N.25677 yys �— Lata 07 4 J NC: ,AQ 04to 04 alu�Ir Dir R py me as OPTIONAL EMBOSSED DOOR LEAF PATTERNS A1710-1-0 MIAMI DADE COUNTY JUN I s 201D 1 OF 5 e • e - o CONCRETE METAL 0 a, WOOD STRUCTURE e Q BLe 'ISS ` �O U \ =� q _m `l L4 N m 2 3 � Zf 13 a 13 W 13 W m � E3 �M Itu v W 2 Wz =D Z D =Z xm a W s� HEAD DETAIL A HEAD DETAIL A HEAD DETAIL A 0 o S1 oW o � TYPICAL ANCHORS 0 JAMB: TYPICAL ANCHORS 0 THRESHOLD: � f - (SEE ELEV.FOR SPACING) (SEE 8".FOR SPACING) W J W Q tg TYPE F. 19'OR 5(16'DLA.IA.TRACONS 6Y'RW FY•188 KSI W•177 K81 TYPE A• IRE DIA.INTO BY'ELCO'f W 165 K81 fu•171 K81 W , DIRECTLY INTO 2BY WOOD&ICK DIRECTLY INTO k'•568D P81 MIN.CONCRETE � 13 171RECTLY INTO IG-30M PSI CONCRETE 1-1?MIN.EMBED Z I lir MN.EMBED 2.10 MIN.EDGE DISTANCE �OI 2-10 MIN,EDGE DISTANCE N D K S 1/1'TAPCON BY ITW FY•ROK81 Fu•120K31 Z DIRECTLY INTO t-QOW PSI MN.CONCRETE 7 Q TY 3/8'C L NLN SLEEVE ANCHOR BY 71ILTN 1-1?MIN.EMBED a I $3 DIRECTLY ONTO k-MW PSI CONCRETE.3'MRL EDGE MIN. 2-1(T MN.EDGE DISTANCE 11' Z W B DIRECTLY INTO k'•2600 PSI CONCRETE BLOCK,S17C MIN.EDGE DIST. D 1-114'WN.EMBED Z N SE T. !1 / TQC. 3I6'DM.BLEEW ANCHOR BY VV-W ALL FRAME JOINTS AND CORNERS TO BE SEALED N > c1 / DIRECTLY INTO k-466B PSI CONCRETE,2-W MN.EMBED WITH SILICONE AT PERIMETER DIRECTLY INTO kr2=PSI CONCRETE BLOCK 1-1N•MN.EMBED Ll 3.12'MIN.EDGE DISTANCE Z� TYPE D. W DIA-POWER lW BY POWERS' METAL STRUCTURES NOT BY VISION HOLLOW METAL y,0�1 DIRECTLY INTO k'-SW PSI CONCRETE TRANSFER THEM TO THE BUILDING STRUCTURE. om Wr= 2-12'MN.EMBED _ u TYP ANCHOR 3'MIN,EDGE DISTANCE EDGEYRNG WANG.P.E. DIST. E. ,y TYPE , 5118 DIA 8M 1 OR MACHINE BOLTS(MN GRADE 2 CRS)OR STAINLESS STEEL FLORIDA REGISTRATION INTO METAL STRUCTURES(STEEL OR ALUMINUM NAY MIN.TMICIL) App—ed=npt1P)Yi swith the PE/55983 da Florida Bud in Code C.A.N.28677 STEEL:FY•38 KSI MN. sui a TYPICALTHRESHOLD� ALUMINUM 6063-T6 MIN. Date cAA#10-Q'41"4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) r Di gy /� DYY91p w. ADI 0-10 MIAMI DADS COUNTY JUN 18 2010 2 OP 6 oSt� EMBEDMENT o Y T�-.- BOO � a CaNc4Cl<: o 4 f D:� €^ W° TYP.ANCHOR m �. J CRETE u;m . oli j TE LOCK Z GROUT FILLED- — YYT EXTERIOR '�$' FC-2000 PSI MIN. C JAMB DETAIL l D JAMB DETAIL W m OPENING WIDTH 1 FRAME WITH vt•MAx. (LOCK OPTION 1) wo 0 114*MAX SHIM SPACE IZ N m c O O o mS O W 'D 4 O 4 11 1 -1 qJ x METAL STRUCTURE F z Z � Q� J z% F TYP.ANCHOR O = 8 TYP.ANCHOR J ZO — O EXTERIOR ^ y C JAMB DETAIL �J 1�_ 12 D JAMB DETAIL �J OPENING WIDTH _ (LOCK OPTION 2) ,I Q F 114'MAX _ y _... _._ FRAME WIDTH _ 1!4•MAXv_ i SHIM SPACE PIPING WANG.P.E. - ROMA REGISTRATION Aparoved a,cor.!plying wiN the PE/55963 Fl,uid':Evi:'i,�,Code CA.N.28677 sAu Dale t7"I�i4ho NOA6 10-Oyl'71�.04 °A"" Miaeti Dade Product Cartrol �j7 worm wa . AD10—]0 MIAMI DADE COUNTY JUN 18 2010 3 OF 6 LOCK OPTIONS HINGES 55158•_ --_-4.3158• _ (3)-HAGAR 1279 HINGES"OR'HA_GAR 1279 NRP HINGES' 1• 8-32 TAP X 2 PLS. p TOP:7%'DOWN FROM THE TOP OF THE OPERABLE PANEL '2000 SERIES RIM PANIC'DESIGN HARDWARE TO THE TOP OF HINGE. 83• o -- _ • LOCATED AT 39%UP FROM THE BOTTOM EDGE OF .7969' a THE OPERABLE PANEL. MIDDLE:31 Ie a FROM THE TOP OF THE TOP HINGE TO TOP OF MIDDLE HINGE. -- - - 1� BOTTOM:31'aye FROM THE TOP OF THE BOTTOM HINGE TO .98- - ---- TOP OF MIDDLE HINGE. 01' u � i`1.3'�I` .1394" .95' 25'ice- --- �� 1.825' Z e�qi 2" 3.9213• -F �-� 'SCHLAGEAL53PD DOOR EDGE CONSTRUCTION 3.30730.15 zs• 375 CYLINDRICAL LOCK LOCATED AT 39%j UP 7 a FROM THE BOTTOM EDGE OF THE OPERABLE LOCK SEAM (B Na o PANEL,WITH'SCHLAGE B6SDP DEAD BOLT. W z 0 a 5 CENTERLINE OF DEAD BOLT TO BE AT 7 V UP 2'� � .074' R.25- .07 Z U �� e FROM CENTERLINE OF DOOR KNOB.'SCHLAGE 10-025• ' STRIKE PLATE LOCATED ON FRAME IN LINE WITH LOCK -- -- 1375• Z; ? l W I, �a m VV L/ 12 CYLINDRICAL LOCK REINFORCING o° oa x t E ~� 6 O w O o � J J BILL OF MATERIALS F Q UJ m UJ ITEM NO. PART NO, MATERIAL OUANTRY DESCRIPTION MANF.ISUPPLIERIREMARKS Z 2 Q 1 STEEL AS REOD. FRAME HEADIJAMB IT x 6)/i) 18 GA.(0.053-MIN.)GALVANNEAL STEEL(Fy-45.1 KSI) FRAME CONTINUOUSLY WELDED § 9 ; 2 - STEEL AS REOD. DOOR FACE SHEETS(36•x 84'x 0.037) 20 GA.(0.032 MIN.)GALVANNEAL STEEL(Fy-47.5 KSI) AND GROUND SMOOTH F R mm1 3 4T7S ALUMINUM 1 BUMPER TRESHOLD(S'x V x 0.094') HAGER 6063-75 0 I S 4 8755 - AS REOD. WEATHERSTRIPPING HAGER W Z S 1279 STEEL 3 PER LEAF HAGER 1279 HINGES HAGER 0 Q 8 - STEEL AS REOD, MASONRY WIRE ANCHOR 0.173 DIA Fy•SO KSI y ID 7 - STEEL AS REDD. CLOSER BOX(1 Ie'x 4%.'x 0.0537 16 GA.GALVANNEAL STEEL FACE WELDED CORNERS 8 - STEEL AS REDD. END CHANNEL(1%x 114."x 0.0537 16 GA.GALVANNEAL STEEL COMPLETE WITH x/e•WELDED BEAD ` 9 - STEEL AS REOD. HINGE REINFORCEMENT 10 GA GALVANNEAL STEEL } " - STL'!'L AS RIND. "M AtICNOR - - -- iN91BWiI6F39YV N4ETAt - FRAME CORNERS -- 11 - STEEL AS READ. EMA ANCHOR OPTION VISION HOLLOW METAL b 1 - STEEL AS REDD. CYLINDRAL LOCK REINFORCING APING WMG,P.E. FLORIDA REGISTRATION REOD. HONEY COMB 1-CELL OR CORE om !;..-"da;x:i....mnplyi�wif681p PE 867 FloliAtl iiul'I.i Code C.A.N.. 28677 aeux Date NOAq-�� Miami - Di' /�{7s` w. By „�� {p q AD10-10 MIAMI DADE COUNTY „ 1 g 2010 a oP 6 10.0005 .778 1 .774. 9 2.000' M12-24 MIS ' -0906 6-I 1.500' 0.382(8) ! 0.75 . 3.413 1 + r 2.375 11.006 10.8 8.88 2.452 8185 18.14 R.1005.I5I 1.23 DIMPLE(6) 4.500" mo3Ai,13 .. m s�e o D . 825' 0.4375 C+ I 04- 1.675 .14 NN -- -- --JJ� 8237(B) -=—'–� Z � _ Z 2 d� o �LRAME HEAD/JAMB 5 STEEL HINGE CLOSER BOX ��INGE REINFORCEMENT i 0 � 2 a" W"� " s � s a7 O w O O g 112' .081' I j J W ><� t j -- O N f . 5° + Q z 10.0287" O Z 3 0 > O3 TRESHOLD 0.173 eX' 0 O O I O X% J Z 2.1248" —r" -_ AREA(0.775) j 34'Y,.* 1114" 318' 114" +-- -- —T- — ! 1"� V �o EMA ANCHOR 1 MA ANCHOR IonY CID o } — 'T ' 146 iY; MB x M SMS s _._-Y- n 2'FROM END �� ` I Cr O.C. YFING WANG.P.E. FLORIDA REGISTRATION WEATHERSTRIPPING APpnne.ensComnlYin8�81e PE p55ee3 G)MASONRY WIRE ANCHOR 8 END CHANNEL Florid.sj'-�c^eae CAN.28677 �� K FY'80 KSI NOA-�0 � Miami Dade Product Cragloi By auww w. AD10-10 JUN 1 S 2010 FT OF 6 MIAMI RADE COUNTY M�IAMF MIAMI-DADE COUNTY,FLORIDA ►�i�1W METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.gov/buildingcode Vision Hollow Metal Limited 400 Zenway Blvd.,Unit 1 Woodbridge,Ontario L4H 057 Canada 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 acceptance, 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: Single Outswing Steel Doors-LMI APPROVAL DOCUMENT: Drawing No "AD10-10", titled"Single Outswing Steel Door", sheets 1 through 5 of 5, prepared by MCY Engineering, Inc., dated 03-20-10 and last revised on 06/18/10, signed and sealed by Yiping Wang, P.E., bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No 10-0420.04 Mu►htwaoE COUNTY t� Expiration Date:July 14,2015 G• Approval Date:July 14,2010 APPROVEI� Page i J Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE A. DRAWINGS 1. Drawing No "AD10-10", titled "Single Outswing Steel Door", sheets 1 through 5 of 5, prepared by MCY Engineering, Inc., dated 03/20/10 and last revised on 06/18/10, signed and sealed by Yiping Wang,P.E. B. TESTS 1. Test report on 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test per FBC TAS 202-94 4) Forced Entry Test,per PA 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawings of flush outs�ving steel doors, marked by Hurricane Test Lab, Test Report No. HTL 0549-0706-0% dated 03/12/10, signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by MCY Engineering, Inc., dated 03/26/10, signed and Baled by Yiping Wang, P. E. D. QUALITY ASSURANCE BY; 1. Miami-Dade County Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile test report # IOCM-392, dated 04/06/10 prepared by QC Metallurgical, Inc., sheet and frame samples, signed& sealed by Frank Grate,P.E. 2. Tensile test report # IOCM-204, dated 03/02/10 prepared by QC Metallurgical, Inc., sheet samples, signed & sealed by Frank Grate, P.E. E. STATEMENTS 1. Letter of conformance to FBC 2007 &"No financial interest" dated 03/26/10, signed and sealed by Yiping Wang, P.E. 2. Laboratory compliance letter for Test Report no. HTL-0549-0706-09, issued by Hurricane Test Laboratory, Inc., dated 03/12/10, signed and sealed by Vinu J. Abraham, P.E. 3. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Cafferty Building Products, Florida USA, dated 04/06/10, signed by Nick Siragusa and Bob Cafferty, respectively. Jaime D.Gas n,P.E. Chief,Product Control NOA No 10-0420.04 Expiration Date:July 14,2015 Approval Date:July 14,2010 E-1 zi 40'MAX FRAME WIDTH SINGLE OUTSWING STEEL DOOR(LM0 o 38'MAX.NOMINAL DOOR PANEL WIDTH p -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m A REQUIREMENTS OF THE FLORIDA BUILDING CODE 2W7 EDITION INCLUDING 1♦, 2 HIGH VELOCITY HURRICANE ZONE(hMQ). -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE " IS OR IS NOT REQUIRED. I " ' ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS. I° C ''''"' �' •' D ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ? u OR STUCCO.ONE EXTRA �" a m om RTO ANCHOR WOOD ONLY -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 2 ARE NOT PART OF THIS APPROVAL F Z .. .: L -MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL SCREWS THAT COME Z aC INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE D c .... ... ....... REQUIREMENTS. W Z a a a3I �p Yo .... Z O o� 9 �x- -METAL STRUCTURES NOT BY VISION HOLLOW METAL LIMITED MUST SUPPORT LOADS :':( } (:::;',(•.:: 'ai IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE Z Z e •'" ' -WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY U D ti a x TO TRANSFER LOADS TO THE STRUCTURE. a .�.y.:'.: A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED -- - IN DESIGN OF ANCHORS INTO WOOD ONLY. O W .... ...... .. . ...... .... __ SILL C ERB MAX. -DOOR PANEL:MIN.20 GA.STEEL Fy-47.5 KSI MIN. O (X� DOOR FRAME:MIN.18 GA STEEL Fy=46.1 KSI MM W :3 TYPICAL ELEVATION -DOOR PANEL OPTION:STAINLESS STEEL A316 OR A304 ?J MIN.20 GA.Fy-47.5 KSI DOOR FRAME OPTION:STAINLESS STEEL A316 OR A304 Z f o MAX.DESIGN LOAD MIN,18 GA.Fy-45.1 KSI 3 (FOR SIZES SHOWN ABOVE OR SMNAER) NOTES: H O +75.0 PSF -75.0 PSF EORE99 REQUIREMENTS TO BE REVIEWED O = 81 BY BUILDING OFFICIAL. J Z Z y Z_ _ 36'MAX NOMINAL 0) 1 PANF=LmffRj- Z YIPING WANG.P.E. Ul A t ^'. ..;-."h th± FLORIDA REGISTRATION Fl,.',- -p PE 055987 Dire L7 OT�)4��0 C.A.N.28677 sui NOA I iv�icr:.:;^•,..,.,;...,'crrtmf _ rwmy,.. Dir m By OPTIONAL EMBOSSED DOOR LEAF PATTERNS AD10-10 MIAMI DADE COUNTY JUIN 18 2010 1 OF 5 CONCRETE ' METAL WOOD STRUCTURE $$ �° Lo \� 4 8 0 N f4I:: rti .h i� - 13 w -� - mZ A W — 2 2 2� T O ZZ z W Its HEADD A HEAD DETAIL A HEAD DETAIL A � o 0 W 0 F TYPICAL ANCHORS LID JAMB: TYPICAL ANCHORS A THRESHOLD: f (SEE ELEV.FOR SPACING) (SEE ELEV.FOR SPACING) W J s T XII DM.UL7RACONS BY'ELCO'FMj9 K31 Fu•177 KSI TY F• IA'OR&IW DM.LKTRACONS BY 13AXY FY•154 KSI Fu 177 KSI, (p DIRECTLY INTO 28Y WOOD BUCK DIRECTLY INTO fc�3000 PSI MM.CONCRETE ZZ ]3 DIRECTLY INTO fC=30W PSI CONCRETE 1-12'MN.EMBED Z o 1.12'MN,EMBED 2.1?MIN.EDGE DISTANCE 3 2-1?MN.EDGE DISTANCE W O 1/4'TAPCON BY fNO Fy�IO KSI Fu-120K& 8 2 DIRECTLY INTO r x M Pal►m.CONCRETE 7 0 f TYPE B• 3/5'WA, TIN SLEEVE ANCHOR BY ERE. 1.11T MIN.EMBED 0 = $3 DIRECTLY INTO k-2000 PSI CONCRETE,L MIN,EDGE DINT. 2.111 MIN.EDGE DISTANCE W Z 8 DIRECTLY INTO k'�2000 PSI CONCRETE BLOCK,3117 MIN.EDGE DIST. J o 1-/N'WN.EMBED 0 N 3 TYPE C. 3rS-D1A,SLEEVE ANCHOR BY 1A£,I-m ALL FRAME JOINTS MIO CORNERS TO BE SEALED y > DIRECTLY INTO k%4=PSI CONCRETE.2413'MN.EMBED WITH SIJCONE AT PERIMETER DIRECTLY INTO k'�2000 PSI CONCRETE BLOCK,1.1M'MIN.EMBED c' 312'MIN.EDGE DISTANCE Z TYPE D. 318'DIA.POWER BOLT BY POWERV METAL STRUCTURES NOT BY VISION HOLLOW METAL WAIT A A Di�CTLV INT6 ATE - MUST SUPPORT LOADSRBK/BGDLY DODRSVTTGYANO TRANSFER THEM TO TUB BUI.DIfMa STRUCTURE _-2 2-17 MN.(IMBED I Z a I, TYP.ANCHOR Y MIN.EDGE DISTANCE —EDGE--Y TYPPEE. S18'DIA.SMS=PIE SOLTS(MIN GRADE 2 CRS)OR STAIAESS STEEL FLORIDAYPINANG,P.E. DIST. INTO METAL STRUCTURES(STEEL OR ALUMINUM VY MIN.THICK) A[>PTo"� ro"'PIYmB W PE R-ISTR ATION Florida Buil in Cade CEN. 5983 STEEL:Fy•36 KSI MN. Date sas a TYPICAL THRESHOLD O ALUMINUM:8083TBMIN. �S IQ_o4iG.DL} —w O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) By C i mnec w Ml4M!DADS COUNTY JUN 18 2010 2 OP 5 �i �$$6 EMBEDMENT S'p a 6 G ': C.tIUVCRET)r BUCK �a �.g��• �� II TYP.ANCHOR o Nh G CAE. LL]m OCK Z m m GROUT FILLED- o EXTERIOR v h d Fe•2000 PSI MIN. LLJJ Z J C JAMB DETAIL oPEwNc WIDTHp JAMB DETAIL 3 e --- (LOCK OPTION 1) Z 0 114'MAX, SHIM SPACE FRAME WITH -..__ SH M MAX. P CE Z Z m � e IE 0 00 1 10 o 4 O 0 W 4 11 1 W J V¢� METAL STRUCTURE Uj 8� 0 3 0 �� _ 1( 11 3 3 AL � F 3 - _ TYP.ANCHOR 0 8 TYP.ANCHOR O o ! EXTERIOR n I Z To) > C JAMB DETAIL I �J 12 D JAMB DETAIL i I OPENING WIDTH (LOCK OPTION 2) Q� — FRAME WIDTH _-- 1/4'MAX SP—ACE r.._ x - SHIM SPACE rti'a YIPINC WANG,P.E. FLORIDA REGISTRATION Alrymved w cor.!plyipg with We PE/55983 ma rdxuly C.A.N.28677 Date# NOAH Munni Dade Product Cm&d /VI'.. D ivia DI 1 q AD10-10 WAW DADS COUNTY JUN 18 2010 3 OF 5 LOCK OPTIONS HINGES _ 4.3158"__ B B (3)'HAGAR 1279 HINGES"OR-HAGAR 1279 NRP HINGES' 1. 8.32 TAP X 2 PLS. [_ TOP:7 46'DOWN FROM THE TOP OF THE OPERABLE PANEL '2000 SERIES RIM PANIC'DESIGN HARDWARE TO THE TOP OF HINGE. — LOCATED AT 39!y,.*UP FROM THE BOTTOM EDGE 47 o --- 7989' 1°a THE OPERABLE PANEL. MIDDLE:31'Ve FROM THE TOP OF THE TOP HINGE TO TOP __ _ _ OF MIDDLE HINGE. o o g- '� I .3995` BOTTOM:31'%e FROM THE TOP OF THE BOTTOM HINGE TO 98• 1 TOP OF MIDDLE HINGE. 01" 1.82„ •8" a u ,e I 8.2158" 285• �m .26' .� '� 3.9213" [-� DOOR EDGE CONSTRUCTION 'SCHLAGE AL53PD' 3.3073" ( Z I- CYLINDRICAL LOCK LOCATED AT 39°Y, e 0.15" .25' .375' E FROM THE BOTTOM EDGE OF THE OPERABLE LOCK BEAM W q 'a $ PANEL.WITH"SCHLAGE B880P"DEAD SOLT I I W p en CENTERLINE OF DEAD BOLT TO BE AT 7 V."up 2.88' FROM CENTERLINE OF DOOR KNOB."SCHLAGE 10-026" .074" R.28" .07 STRIKE PLATE LOCATED ON FRAME 9J LINE WITH LOCK 1�5' Z W 0 nw ° CYLINDRICAL LOCK REINFORCING 0 t2 ° o O w O o � J J BILL OF MATERIALS F Q Z rn ITEM NO. PAU NO. MATERIAL QUANTITY DESCRIPTION MAWJSUPPLIERIREMARKS 2 1 - STEEL AS READ. FRAME HEADIJAMB IT x 6 3?) 18 GA.(0.053-MMI.)GALVANNEAL STEEL(Fy•43.1 KSI) FRAME CONTINUOUSLY WELDED > 2 - STEEL AS READ. DOOR FACE SHEETS(36"x 84"x 0.032) 20 GA.(0.032 MIN.)GALVANNEAL STEEL(Fy-47.5 KSI) AND GROUND SMOOTH J a 9 1773 ALUMINUM 1 BUMPER TREBHOLD(S x'/'x D.D84") MAOER 8063-T5 4 6753 - AS REDD. WEATHERSTRIPPING HAGER - W W Z 3 6 1279 STEEL 3 PER LEAF MAGER 1279 HINGES HAGER Q o 8 STEEL AS REDD. MASONRY WIRE ANCHOR 0.173 DIA.Fy•80 KSI I ? N 7 - co ' STEEL AS REOD. CLOSER BOX(1 1e'x 4%,"x 0.053' 16 GA.GALVANNEAL STEEL FACE WELDED CORNERS I I 8 - STEEL AS REQO. END CHANNEL(1%"x 114.x 0.0531) 16 GA.GALVANNEAL STEEL COMPLETE WITHNe WELDED BEAD 9 - 0 STEEL AS READ. HINGE REINFORCEMENT 10 GA.GALVANNEAL STEEL FRAME CORNERS �' STEEL AS REQS EMA ANGIKNt NBIDNMOLLAW METAL 11 - STEEL AS REDD. EMA ANCHOR OPTION VISION HOLLOW METAL I b 12 - STEEL AS READ. CYLINDRAL LOCK RENFORCING YIPING WANG.P.E. 13 - - AS REM. HONEY COMB 1"CELL OR CORE FLORIDA REGISTRATION PE 155983 r.-.nd. ;i i, C.& with We C.A.N. 28677 FloriJu Hui 7 Code Dme xuo NOAN - 4 BY Di er s� {(� q AD10-10 MIAMI DADE COUNTY �`•'• +V Q LDIU 4 OP 5 W.0005 +`✓e• .778 , _.774_ £ Riz-z4 Ms f---'� 1 .0908 56 p 'If 4 PER LEAF J1 0.352 o>� 1.500• 4 Y �..._ ._ .. 0.4376" 0.75 a 3.413 a 71.006 R.100 10.5 8.88 2.182 8.266 18.14 a 5.7150' I ._-- DIMPLE(8) I 1.23.' �m to 4.500" - — 286 _ 3.113 `° [ _ ..o 'C +`--- .825' 0_4375 `iJ — m 6 t/e• 14 1.875 .025 Z F e w g 4.! °u FRAME HEAD/JAMB 5 STEEL HINGE CLOSER BOX �„�INGE REINFORCEMENT i$ � . fl �^ v o= 09 0 O f- iM• O W J 116• W T``�� s-- �_ w \` 100287" O z f . . ` 136•Oy p <3 TRESHOLD 1� H J 0.173"0 Y.' O = UJ+e/e _ _.... O� i-� - _jo 2.124W •Z N %e AREA(0.775')34 5 1 114• y8• H !Z� +die �" 8' ,u• — - EMA ANCHOR MA ANCHOR . i ,• a c:) Qa �F � 2'FROM ENO �� Q 8"O.C. YIPING WANG.P.E. t FLORIDA REGISTRATION �N� FATHER STRIPPING nvei�ee,sc—plyins.Tmndie PE#55983 OMASONRY WIRE ANCHOR 8 END CHANNEL thil,Fl I Codc CA.N. 28677 Fy=801(51 �#O ///JJJ��' // oa.n •nj Miami bade PTOduq CvtltOf /"� �,�/�ff ^D+KT'°°° By AD10-14 JUN 18 2010 b OP 6 MIAMI DARE COUNTY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241366 Permit Number: CC-5-15-1125 Scheduled Inspection Date: August 14, 2015 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Insulation Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Browne Hall Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-14 Project: BARRY UNIVERSITY Contractor: COTTON USA LP Phone: (941)402-2102 Building Department Comments REPAIR FIRE DAMAGE TO UNIT 34 AND UNIT 33. ALSO Infractio Passed Comments REPAIR RAFTER TAILS. REPAIR STUCCO, CLEAN AND INSPECTOR COMMENTS False PAINT. TO INCLUDE DRYWALL, PAINT, HVAC. ELECTRICAL, PLUMBING, INSULATION AND FLOORING. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-234558. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 13,2015 For Inspections please call: (305)762-4949 Page 26 of 29 r meyer gorin aio r.a. 9700 CERTIFICATE OF INSPECTION August 13, 2015 Project: 150690 Fire Restoration Units 33-34 Browne Hall Barry University 11300 NE 2nd Ave, Miami Shores FL 33138 PERMIT CC 5-15-1125 To Owner: BARRY UNIVERSITY 11300 NE 2 AVE MIAMI SHORES, FL 33161 To Contractor: Cotton USA LP CGC 051967 5443 Katy Hockley Cut-Off Rd. Katy, TX 77493 At the request of the Owner we have inspected the installation of the metal framing, wall and Ceiling insulation for the above captioned units. All materials are in compliance with the design and/or specifications: metal framing 25 GA., wall insulation R-19 Batts and Ceiling (roof) insulation R-30 The work performed under this contract has been reviewed and found, to the Architect's best knowledge, information and belief to be substantially completed in accordance to the Contract Documents. Sincerely Meye Go ' AIA 'desi n Inc. arkid ¢fign inc. 21304 west dixie hwy• aventura, fl 33180-1134 (t) 305.931.5393 • (f) 305.935.8754 • (e) info@arkidesign.com 7 h m c ' f4-.:a, x ALO� �z on, ^r � � COTTON USA LPWIN VQA PNS ARE u IN DON ONFRI A ON THIS I ,,,- 10 fit I IME ' F ` SPF,,C,-Tll � �- -7, �� d Al----� P,vr� y 1, WIN �x gibwh S To- � ' M . l , ) 3t6 -Z6 s r � t a Q ham. 64 Mil I ki Wil I I an VfA ............... 14 u ww Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Afliami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234558 Permit Number: CC-5-15-1125 Scheduled Inspection Date: August 13, 2015 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Insulation Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Browne Hall Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-14 Project: BARRY UNIVERSITY Contractor: COTTON USA LP Phone: (941)402-2102 Building Department Comments REPAIR FIRE DAMAGE TO UNIT 34 AND UNIT 33. ALSO Infractio Passed Comments REPAIR RAFTER TAILS. REPAIR STUCCO, CLEAN AND INSPECTOR COMMENTS False PAINT. TO INCLUDE DRYWALL, PAINT, HVAC. ELECTRICAL, PLUMBING, INSULATION AND FLOORING. Inspector Comments Passed r✓` Failed �U Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 12, 2015 For Inspections please call: (305)762-4949 Page 3 of 29 ecj e 0001V Miami Shores Village RECEIVED Building Department SAY 3 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:� Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FFBC 201 O BUILDING Master Permit No. m (5 - 1121S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Ave Browne Hall City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: COcnrete Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Barry University Phone#:305.899.3995 Address: 11300 NE 2nd Ave City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Cotton USA Phone#: I O s -- Address: 5370 NW 35th Terrace Ste 113 City: Ft Lauderdale state: FloridaZip: 33309 Qualifier Name: zl.i P-4/U&4L Phone#: 7/,?— State Certification or Registration#: Cr�' Q S I �0 7 Certificate of Competency M DESIGNER:Architect/Engineer: Conestoga-Rovers and Associates Phone#: 813-257-3883 Address:4019 E Fowler Ave City. Tampa State: FL Zip: 33617 Value of Work for this Permit:$ 'X�",a � Square/Linear Footage of Work: 648 SF Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of work: Repair fire damage to Unit 34 and Unit 33,Also repair rafter tails. Repair stucco, clean and paint. To include drywall, paint, HVAC, electrical, insulation, and flooring Specify color o(f��colorj tt hru tile: Submittal Fee$�\ '- Permit Fee$ 1,39 V• 60 CCF$—Is CO/CC$ 1 so,It Scanning Fee$ Uo Radon Fee$ DBPR$ Notary$ Technology Fee$ )l, bD Training/Education Fee$ q.HO Double Fee$ Structural Reviews$ Bond$ n TOTAL FEE NOW DUE$ "'i (Revised02/24/2014) > r, Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature -- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of rV"µV 20 t9 by Z,9 day of f 1 20 S by SAW ROC— who is personally knownJp who is personally known to me or who has produced as me or who has produced ( � _ p p identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC. Sign: Sign: _ Print: 41.000 4oO N Notary Public Stals of Florida Elizabeth Yelin Jeffry J Y80 Seal: �� My Commission FF 063558 d My Commission FF 168481 or n Expires 10/16/2017 �awds Expires im212018 *************************** **** *******r******************************************************************** APPROVED BY J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) _................... RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD IMC"GC051967 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 a 'a HANER, JERRY LYNN COTTON USA LP 6780 BRIAR RD AZLE TX 76020' ISSUED: 08/10/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408100002444 i CITY OF FORT LAUDERDALE BUSINESS TAX YEAR 2014-2015 1/e�2Gce a�Cmexaca BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE, FLORIDA 33311 (954)828-5195 Business ID: 1401523 Business Name:HANER,JERRY Business Address:5370 NW 35 TER ## 113 Tax Category: GENERAL CONTRACTOR Tax#:7.42241 Fee: HANER,JERRY COTTON USA 5443 KATY HOCKLEY CUTOFF , KATY, TX 77493 ***DETACH AND POST THIS .RECEIPT IN A CONSPICUOUS PLACE*** .......................................................................x..........................................................................................x................................................................................... Business ID: Tax Number: 1401523 Business Name: 742241 Business Address: HANER,JERRY It Business Owner: 5-37-0—NW-35—`� if 113 HANER,JERRY ■ This Receipt is issued for the period commencing October 1st and ending September 30th of the years shown above. ■ If you have moved out of the city, please provide a written statement. ■ A transfer of business location within the city limits is subject to zoning approval. Please complete a Business Tax Transfer Application and bring it to our office to obtain the necessary approval. ■ A Transfer fee applies of 10% of the annual business tax fee. The fee shall not be less than $3.00, nor greater than $25.00. • If you have sold your business, please provide us with a copy of the Bill of Sale. Please be advised that this issuance of a Business Tax Receipt establishes that the business you intend to conduct is a use permitted by the City Zoning Code for the location at which you intend to operate. The issuance of a Business Tax Receipt in no way certifies that the property located at this address is in compliance with other provisions of the City Code of Ordinances. BUSINESS TAX DIVISION 700 NW 19 AVENUE, FORT LAUDERDALE, FLORIDA 33311 TEL (954)828-5195 FAX (954)828.6929 Rev.2 .a NEW 5/14 WWW.FORTLAUDERDALE.GOV A�Jz"� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDVYVY) 5/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Adams NAME: Bowen, Miclette&Britt P"°NE 713 880 7100 FAX No).713-880-7166 Insurance Agency, LLC E-MAIL 1111 North Loop West,#400 .certificates@bmbinc.com Houston TX 77008 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Indian Harbor Insurance Company 36940 INSURED COTTONCOMM INSURER B:National Union Fire Ins Co of Pitts 19445 Cotton Commercial USA, LP DBA Cotton USA LP INSURERC:Commerce&Industry Ins Cc 19410 5443 Katy Hockley Cut-Off Rd. INSURER D:Insurance Co of the State of PA 19429 Katy,TX 77493 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1186469375 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM DD MM DD LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y ESGO04113702 6/1/2015 6/1/2016 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE l OCCUR PREMISES Ea occurrence $50,000 MED EXP(Any one person) $EXCLUDED PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRODUCTS-COMP/OP AGG $2,000,000 X PRO- LOC OTHER: $ B AUTOMOBILE LIABILITY 6/1/2015 6/1/2016 COMBINED LE LIMIT $Eaaccide1 1000,000 Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS UTOS X NON-OWNED PROPERTY RTY DAMAGE $ AUTOS C X UMBRELLA LIAB X OCCUR Y Y BE053092662 6/1/2015 6/1/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10,000 PERI $ D WORKERS COMPENSATION Y WC067712913 6/1/2015 6/1/2016 X STATUTE ER H AND EMPLOYERS'LIABILITY Y/N ANY PRO PR IETOR/PARTN ER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000.000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The following policy provisions and/or endorsements form part of the policies of insurance represented by this certificate of insurance. The terms contained in the policies and/or endorsements supersede the representations made herein. Electronic copies of the policy provisions and/or endorsements listed below are available by emailing: certificates@bmbinc.com General Liability: Blanket additional insured Ongoing Operations per form#CG 20 10 07 04 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: COTTONCOMM _ LOC#: ACC)REP ADDITIONAL REMARKS SCHEDULE Page, of 1 AGENCY NAMED INSURED Bowen, Miclette&Britt Cotton Commercial USA, LP DBA Cotton USA LP 5443 Katy Hockley Cut-Off Rd. POLICY NUMBER Katy,TX 77493 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Blanket additional insured Completed Operations per form#CG 20 37 07 04 Blanket waiver of subrogation per form#CG 24 04 10 93 Blanket primary/non-contributory per form#ESL 467 0107 Automobile: Blanket additional insured per form#87950 10/05 Blanket waiver of subrogation per form#62897 6/95 Blanket primary/non-contributory per form#74445 10/99 Worker's Compensation: Blanket waiver of subrogation per form#WC 42 03 04 B Umbrella: Blanket additional insured per form#86395 12 13 Blanket waiver of subrogation per form#80517 11/09 Blanket primary/non-contributory per form#86395 12 13 Re: Cotton USA, LP, CGC 051967 ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER:ESGO04113702 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organ izations : Locations Of Covered Operations Blanket as required by written contract. ATIMA Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exclu- organization(s) shown in the Schedule, but only sions apply: with respect to liability for "bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal and advertising injury" 'property damage"occurring after: caused, in whole or in part, by: 1. Your acts or omissions; or 1. All work, including materials, parts or equip- ment furnished in connection with such work, 2. The acts or omissions of those acting on your on the project(other than service, maintenance behalf; or repairs) to be performed by or on behalf of in the performance of your ongoing operations for the additional insured(s) at the location of the the additional insured(s) at the location(s) desig- covered operations has been completed; or nated above. 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 0 ISO Properties, Inc., 2004 Page 1 of 1 ❑ POLICY NUMBER: ESGO04113702 COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Location And Description Of Completed Opera- Or Organization(s): tions BlanKet as required by written contract. ATIMA Information required to complete this Schedule if not shown above will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by"your work' at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products- completed operations hazard". CG 20 37 07 04 0 ISO Properties, Inc., 2004 Page 1 of 1 ❑