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WS-15-3036 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256406 PermitNumber: WS-12-15-3036 Scheduled Inspection Date:April 11,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner , Work Classification: Window/Door Replacement Job Address:137 NW 107 Street Miami Shores, FL 33168- Phone Number (786)444-2945 Parcel Number 1121360100130 Project <NONE> Contractor. LY CONSTRUCTION INC Phone: (786)234-0922 Building Department Comments WINDOWS&DOORS. 1 WINDOW&1 EXTERIOR DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-248916. Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 08,2016 For Inspections please call: (305)762-4949 Page 26 of 42 y Miami Shores Village 3 VM 10050 N.E.2nd Avenue NW 3 � T iY •� Miami Shores,FL 33138-0000 Phone: (305)795-2204 �3 s Expiration:06/07/2016 Project Address Parcel Number Applicant 137 NW 107 Street 1121360100130 JCA3 FUND CORP Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell JCAS FUND CORP 5F6L 0 SW 135 Street (786)444-2945 Contractors) Phone Cell Phone Valuation: $ 945.00 LY CONSTRUCTION INC (786)234-0922 Total Sq Feet: 0 Type of Work:WINDOWS&DOORS.1 WINDOW&1 EXTE Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-12-16-67977 DBPR Fee $2'00 12/07/2015 Credit Card $50.00 $90.60 DCA Fee $2.00 Education Surcharge $0.20 12/10/2015 Check#:192 $90.60 $0.00 Permit Fee $120.00 Scanning Fee $15.00 Technology Fee $0.80 Total: $140.60 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 AFFID IT: ce ' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru nd zo ' F e ore,I authorize the above-named contractor to do the work stated. December 10,2015 uthorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 10,2015 1 Miami Shores Village CIEWED BuildingDepartment p DEC o 7 205 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 r(4 BUILDING Matter Permit No. UZ (IS - X36 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �^+ CONTRACTOR DRAWINGS JOB ADDRESS: 15 1 � �� 101 �� - City: Miami Shores - County: Miami Dade Zip: V-3 1 Iry.9 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A99 fi-L) C-0 Phone#: 0 Ju Ste- l Tenant/Lessee Name: rr-- ww Phone#: -1 '7d6 L 14. Email: (A e CtA co -L 1/1�C1 ) � �.�.� M CONTRACTOR:Company Name: 7 l.�J J 'S° — �• �'� 2a����L� Address: City: W 4gJimState: Qualifier Name: U Y ` J i i-r Phone#: State Certification or Registration#: C C2 C­.I qj 12 S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ L/ S .�— Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ['Repair/Replace ❑ Demolition Description of Work: A O / Y (A h lit C(12 U) '�1� Dad-\r Specify color of color thru tile: Submittal Fee$ 50 o& Permit Fee$. 2,0 CCF$ D• _ CO/CC$ Scanning Fee$ RS Radon Fee$ :2®D DBPR$ 2 oa Notary$ 0 Technology Fee$ Or D Training/Education Fee$ ®a 2,0 Double Fee$ 0 Structural Reviews$ 0 Bond$ 0 TOTAL FEE NOW DUE$ C1 (Revised02/24/2014) Bonding Company's.NaAie(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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the fiat inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. //Signature Ah ����c/fcd Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of C.... ,20 f ��,by day of 20 ( S ,by 490#'c who is personally known to C/l��S �j h i�r POtho is personally known to me or who has produced as me or who has produced as identification and t ke an oath. identifi on aanc,fir �PPvo 0 �6=cCERTAIN NOTARY P IC: ;'''H NOTARY f1 ,__ Notary public State of Florida HEED CERTAIN :9. :o, My Comm.Expires Oct 3,2016 Public State of FI fission#EE 840251 omm.Ex orida Sign: i C Pees Oct Ign:. /7 Print. • , EE 840251 Print: ;A j Seal: Seal: ssssssssssssssssssssssssssssssssssssssssss/ssssssssssssssssssssssssssss$sssssssssssssssssssssssssssssssssssss APPROVED BY `i Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) �� U 6" MAX. TYP. 4' 13" MAX. WITHOUT WITH HEAD/SILL A HEAD HEAD/SILL FALSE MUNTINS WINDOW DIMS. SHEAR CLIP SHEAR CIDP SILL SURFACE APPLIED o CORNERS 2 S l o OPTIONAL WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) hp 3 I ITRECE 26-1/2" 70.0 70.0 70.0 70.0 '• 4z F o' Q DEC ®�, 215 37" 70.0 70.0 70.0 70.0 >u a i 53-1/8- 26470.0 70.0 70.0 70.0 0 C II II 74" 70.0 70.0 70.0 70.0 9 o II II 3 �� �� �Y' 26-1/2" 70.0 70.0 70.0 70.0 DC 37" 70.0 70.0 70.0 70.0 O a It W E- 53-1/8" 38-3/8" 70.0 70.0 70.0 70.0 r i \ o � 3 � 3 74" 70.0 70.0 70.0 70.0 p w n 26-1/2" 70.0 70.0 70.0 7o.o o ____- ti -- ---- 1I------ a] 37" 50-5 8" 70.0 70.0 70.0 70.0 O °� 0 --tt- --tt------ 53-1/8" / 68.7 68.7 70.0 70.0 Q ?,� tl n 74" 58.7 58.7 70.0 70.0 u, Z alp I I f3 I I 26-1/2* 70.0 70.0 70.0 _ 70.0 I I 2 i i 37" 65.5 65.5 70.0 70.0 4 `� 53-1/8" 63" 49.7 49.7 70.0 70.0 - 74' 40.4 40.4 70.0 70.0 COW24" 70.0 70.0 70.0 70.0 y Z rn 34 1/16" 33 15/16" Q w 36" 70.0 70.0 7Q.0 70.0 O 2 00 D.L. OPG. D.L. OPG. `o 'v 48' 24" 70.0 70.0 70.0 70.0 • • 37 1/8" 60' 70.0 70.0 70.0 10.000 rg ••••• VENT WIDTH 72" 70.0 70.0 70.0 78.8 •• •• 74" 24" 70.0 70.0 70.0 • O ••••• ••••• 36' 70.0 70.0 70.0 74 Q.• o 9.�o • WINDOW WIDTH 48" 36" 70.0 70.o 70.0 70.099 a3D O • ••• 60" 70.0 70.0 70.0 'lQ.000 x yi"F 1 obi •••• ZYPICAL ELEVATION 1/8 H.S. GtASS ag " I 72" 7a.o 70.0 70.0 3 .o f M�•� I ••• • TESTED UNIT 24" 70.0 70.0 70.0 0.0• a 4 N 00 �• I.090" Interlayer • Ln ••••• Saflex Clear And Color Glass 36" 70.0 70.0 70.0 470.0 • �' ]• ' M • By 'Eastman Chemical Co.' ••••• OR 48" 70.0 70.0 70.0 1 78.8 tq•�- • 0.90" Interlayer 60' 70.0 70.0 70.0 70.0 N rn r- Glosslom Safety-Plus 11 72" 65.4 65.4 70.0 70.0 ByR'Polymer Extrusion Technology, Inc.' " 24 70.0 70.0 70.0 70.0 SERIES--940 .090" Interloyer 36' 70.0 70.0 70.0 70.0 OPTIONAL DuPont SentWas ALUMINUM HORIZONTAL SLIDING WINDOW NON STRUCTURAL By 'Kuraray Americo, Inc.' 48 60' 57.2 57.2 70.0 70.0 W GLAZING CHANNEL 60" 49.2 49.2 70.0 70.0 o a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE SILICONE APPLIED 1/8" H.S. GLASSc n N COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER 72" 44.3 44.3 70.0 70.0 0 0 a WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING SILICONE W NOTE: a MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. OPTIONAL DOW CORNING 995 N GLASS CAPACITIES ON THIS SHEET ARE g a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL GROLL LAZING BEAD BASED ON ASTM E1300-09 (3 SEC. GUSTS) WILL APPLY TO ENTIRE SYSTEM, Z AND FLORIDA BUILDING COMMISSION a DECLARATORY STATEMENT DCA05-DEC-219 viN n n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 41 `I 11 I ; M o o N N - REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY N o ^o HURRICANE ZONE (HVHZ). o I , M21-Mul WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL LOADS TO THE STRUCTURE. OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED. no 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS PROD C"!'RBY[5Bv Emyr. JAM AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Bow 1CCc& � � ISA PEI 70592 8 CAN. 3538 NOT PART OF THIS APPROVAL. «j,■ a � � GROMionDU* p A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , � Lil L_M L: i ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. GLAZING DETAIL ' Q�� drawing no. 41amadet Ptgduct rapt t' MAT IALS OMEN NTOICONTDING BUT ACT WITH OTOHERMITED TO STEEL/METAL DISSIMILAR MATERIALSSHALLWM, THAT EET THE THESE WINDOWS ARE ATED FOR LARGE MISSILE IMPACT. W07-59 REQUIREMENTS OF THE FLORIDA BUILDING CODE. SHUTTERS ARE NOT REQUIRED. sheet of ¢ EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS V • SEE ELEV. SEE ELEVS. SEE ELEV. 1BY FOR SPACING FOR SPACING FOR SPACING ' sWOOD-BUCK a. a i EDGE1–------------------- '4 Q DIST. MEAL r--------------------- 4 ", o. e 4 a. . •• I MIAMI–DADE COUNTY APPROVED –i I T! XEDGE � d• " - , - dSTRUCTURE ANCHORS d• MUL EDGE SEE SEPARATE NOA SHEAR P 2" LONG EDGE uj 22 AT FRAME HEAD DIST. w CL C-4 ANCHORS ONLY 1 O I)IST O• C ----------- 17In rQ3`i' C� 1 10 TYPICAL ANCHORS SEE ELEV. 12 FOR SPACING e a ! 16 0 ONDc ! a ! 'I 14 i ', i ', HEAD ANCHORS WITH SHEAR CLIPS SEE SHEET 1 FOR CAPACITY �• z � WOOD BUCKS AND METAL STRUCTURE NOT BY CURV—A—TECH ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM r ! , AND TRANSFER THEM TO THE BUILDING STRUCTURE. , + a d us ,' SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z i 4 i i ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION 4" DIA. ULTRACON BY 'ELCO' � 0 .,],! (Fu-177 KSI, Fy=155 KSI) SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. ., !+ <i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c� �j•:• u, WEEPHOL : 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/S1LL/JAMBS) ••• "� ���•• 0 . I I I .. . o .. •. W1 - 3/8" NOTCH IN LEG AT EACH END THRU 18Y BUCKS INTO CONC. OR MASONRY "• '� ""' a i W2 - 3/16" X 2" NOTCH 4 PER SILL 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) ����•� zi 0 ••••: z X ; , - _ W3 - 3/16 X 2" NOTCH 3 AT XO & OX SIZES 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �� 3' o W ! i i OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 •4, o rn �:�•• ...... x 41 to o .... o ' 't ii !i DIRECTLY INTO CONC. OR MASONRY W . F rn W4 - 1/2" X 1/8" NOTCH AT SILL TRACK1-1/4" •• •• I- �+� I •••�• ' AT 1-1/4" FROM EACH END (XO OR OX SIZES) MIN. EMBED INTO CONCRETE (HEAD/SILL} 00 of WL)*L� � • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C, Q ; ...:. �� o (GRADE 2 CRS) • •": > •00•0 r INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"} F INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 6 20 � TYPICAL EDGE DISTANCE F i ! TYPICAL ANCHORS 12 SEE ELEV. FOR SPACING INTO CONCRETE AND MASONRY = 2-1/2" MIN. °o o INTO WOOD STRUCTURE = 1" MIN. SOME 2 INTO METAL STRUCTURE = 3/4" MIN. FOAM PAD W1 WOOD AT HEAD, SILL OR JAMBS SG - 0.56 MIN. � W3 ---� �W2 CONCRETE AT HEAD, SILL, OR JAMBS f'c = 3000 PSI MIN. 5 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. a� WOOD BUCK = n r. ro ci 414 13 w4 \ N y � 000 i 17 Gamv 46 a d 4 Engr. JAVAD AHMAD u g CIVIL 4 a 9 A V 9 D� 9 9 D FLA. PE / 70592 a'o e 0 4d d D v v3 Z TYPICAL ANCHORS D D N. 538 Q e i SEE ELEV i >. ARODUCI'REVISED a o. as cmvtying with muddy41F�,i $ FOR SPACING TYPICAL ANCHORS 9Ui dbg CAdov v` S ^ -O SEE ELEV. IQ EDGE DIST. 1 EDGE DIST. FOR SPACING Aoceptartcs Na ExplioMDate ` 2 , V 7d� drawing no. PRECAST SILL gy W47-59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CLIP ONLY A49*iProductCu sheet 2 of 4 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKSJ%wV 1 10248 1 FRAME HEAD 6063-T6 - a 1 2 10845 1 FRAME SILL 6063-T6 0 3 10847 2 FRAME JAMBS 6063-T6 - O 4 11822 1/ VENT H.O. FIXED MEETING RAIL 6063-T6 5 10846 1 SILL TRACK 6063-T5 - } n, IE 96 10250 2/ VENT VENT TOP/BOTTOM RAIL 6063-T6 - C v d MIAMI-DADE COUNTY �-_-- I TYPICAL ANCHORS 7 -- 1/ VENT 5/16° BOX SCREEN -8 10257 2/ VENT VENT SIDE RAIL 6063-T6 APPR,D CLIPPED MULLION �I i SEE ELEV. FOR SPACING - SEE SEPARATE NOA I 9 11823 1/ VENT H.Q. VENT INTERLOCK RAIL 6063-T6 - Q 41 1 10 C-3055 4/ VENT WHEEL HOUSING & GUIDE NYLON - 11 C-3056 2/ VENT ROLLER PIN ST. STEEL 1 1 I ---_ 12 C-3085 4/ VENT VENT FACE GUIDE NYLON - o n'I p II II 13 - 2/ WINDOW WEEPHOLE HOUSING & FLAP NYLON OR CELCON - 1 14 - AS REQO. ROLL FORMED GLAZING BEAD ALUMINUM - fp it- 1 - - - — 15 995 AS READ. GLAZING COMPOUND SILICONE DOW CORNING is >✓+ i I 16 7916-187 AS READ. FINSEAL WEATHER STRIP clj c-ul Z l� -_•_ - j I 17 #8 X 1- AS READ. ASSEMBLY SCREWS - PHP SMS 4 W I,___j I --------' 18 — 2/ VENT SWEEP LATCH ZAMAK AT 7-1/4" FROM EACH END, 18A 10255 2/ VENT ALUMINUM VENT LATCH 6063—T6 — W 19 C-3081 4 LATCH SPRING CLIP ST. STEEL — v 01, O °� WINDOW WIDTH WINDOW WIDTH 20 C--3057 3/ VENT BRASS ROLLER 21 #8 X 3" 1/ VENT FIX. RAIL BOTTOM SCREW - - P 00 •:, a 22 - AS READ. SHEAR CUP 6063-T6 2" LONG • • R �•��� to • ...:.. o 9400 • .- .. •• F- .� 1 ...•• VENT WIDTH .•.... I D- • 1/4" MAX. OPTIONAL TO • • ' • +�+� • SHIM SWEEP LATCH �; E 1/4" MAX. ' • • ••••• 19 D.L. OPG. 9 >- $Hlbl WOOD BUCKS IBY g �� J2 METAL �> 28Y WOOD B K STRUCTURE 3 8 ;. 1/4" SHIM OR ' ' TYPICAL ANCHORS MAX. WOOD S TURE 1$ SEE ELEV. ° FOR SPACING 01 _-•- _ _._ - - - - - -- - �o �_16 17_-.._ 14 - - - - 4_r� b.•1/2"--- -SCREEN OPTIONAL ----------- --- - S m= z .4' D • .y W 4 r TYPICAL ANCHORS C m N a 3 D.L. OPG. v SEE ELEV. O o^, ci FOR SPACING m a g g > EXTERIOR c°< m v WINDOW WIDTH h 0 Engr. JAVAD AHMAD o XO LAYOUT FLA. PCIVIL �70592 TYPICAL ANCHORS 35 SEE ELEV. OX OPPOSITE PRODUCT REVISED CA.N. 38 FOR SPACING IYW6 -do Fkmidsi Hi 1 4 �C Ac �J��o JU115 drawing no. w W47-59 sheet 3 of 4 .. 1-2.000 .062 ? 062 1.624 17 0 .812 2.500 1.128 �� 0 Z IB Q -�I 1.062 / P a Fit 17 go v VENT SIDE RAIL / 10257 6063-T6 / FRAME HEAD /' D 606348T5 1.500 Nit .062 V Q 750 �— 0 °�°a 1.062 1.672 �1 062 812 .125-11.052 I 46 l 1 0 L VENT TOP/BOTTOM RAIZ, H.D. VENT INTERLOCK RAIL a, /Q1 10250 /�1 11823 �J 6063-T6 G) 6063-T6 O 921 FRAME TOP CORNER 1.594 z �••i• o ••••• 'IL 17 ' •�• • y •' 1.149 •••••• C•••• •••i• .062 Q62 i •••i• tOs W • • 1.671 •••• p `7.�•p ••••� 1.499 SILL TRACK / ••••• •i••• O10846 ••'•• (— �•• •••�. 6063-T5 .125-t •• • °° •• 2.187 H.D. FIXED MEETINGQ, RAIL + / • • <I 6063-16 04 c •�•'�. 11822 a it N clrni ta .062 .943 TYP. r �� ,240 3.312 2.312 i /' 078 �' x LI x 050 I o FM to F 4 w Y SHEAR CLIP 22 T CORNER 6063-T6 Q FRAME: SILL j �` � z (1 10845 ! 6063-T5 a � m� � M F-1.548-1FRAME BOTTOM CORNER N °g g g � camv .062 0 2.185 Engr. JAVAD AHMAD c ,u 9 CML FlA PE 70592 c C A 538 PRoDuer REV19BD o os wmplying wit the Florida 8 ti {{ BuildhMCode ,+ -at .812 Acceptance No .14 BxpitatiauDw l�0 8 r=7— L-0) no. FRAME 4iA�`B 'By ado> u« metro 20t5 59 6063-T5 sheet 4 of 4 i claVED DEC 09 2015 1�SAM MIAMI—DADT COUNTY T U CONTROL SECTION D®AIT OF REGUf�AT AND E AW W 26 Shut,Room 208 BOARD AND CODE ADMINISTRATION D DRAJ T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE ` ` Cury--A-Tech Corporation 930 W.231'Street , PVA ARCMCY AR MOM Hialeah,FL 33010 scop: 4 TERRACE# FL 33111 / 12237 S.W.. �r This NOA is being issued under the ap gufalions:governing the-usi:6ctl ion 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(AM- This NOA shall not be valid atter the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AI-U(in areas other than Mann 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 AHI 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"940"Aluminum Horizontal Rolling Window-L.M.I. • ...... ...... APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series-940 Alum.alm7 ipntal Itollipg Wdw. (LMI.)", sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/13; .A.r Famoq.•:• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dadp.Cfl3uaty Product Contipj...: Revision stamp with the Notice of Acceptance number and expiration date by the-yhami-0000ade.Couuty • Product Control Section. 9909- ••.•0• ...... ..... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ..•..' ••••.: •••• • LABELING: Each unit shall bear a permanent label with the manufacturer's xar pr logo, City, state,.. series, and following statement: "Miami Dade County Product Control Approved", unlbss otlawY6 noted • herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and Am 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. 12-0416.11 and consists of this page 1 and evidence pages &I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0409.14 F cou nr Expiration Date: September 27,2017 1 jC Approval Date: July 23,2015 71 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS B. 1. Manufacturer's die drawings and sections. (Submitted ander NOA No. 07-0813.08) 2. Drawing No. W07-59, titled "Series-940 Alum. Horizontal Rolling Wdw. (LNffi , sheets 1 through 4 of 4, dated 08/06/07, with revision C dated 07/13/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. C. 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 FBC 24113.2.1,TAS 202-94 along with.marked-up drawings and installation diagram of a horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. 1@71,-5262,dated 07/14/07,signed and sealed by Carlos S.Rionda,P.E. (SubmiNed under NOA#07-0813.08) ...... ...... . . .. • C. CALCULATIONS • ..... . .. . ...... 1. Anchor verification calculations and structural analysis, oeaiplying with FBC: . Edition (2014), dated 02/26/15 and 07/13/15, prepared W.MFarooq;ngrporatZrv!..* signed and sealed by Javad Ahmad,P.E. ...... ••••• 2. Glazing complies with ASTM E130049 .. .. .. ...... ...... . . ••••• •• :00 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resoufce8(RER),. ;•; 0 • .. • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology,Inc. dba Glasslam for their"Glasslam Safety-Plus H Glass Interlayer" dated 10/03/13, expiring on 08/07/18. 3. Notice of Acceptance No. 140916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. nue a P.E. Product Cog miner NOA No.15-0409.14 Expiration Date: September 27,2017 Approval Date: July 23,2015 E-1 Cury A Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC P Edition (2014) and of no financial interest, dated February 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. F IM262, dated 07/17/07, issued by Fenestration Testing Laboratory,Inc.,signed and sealed by Carlos S.Rionda,P.E. (Submitted NOA No. 07-0813.08) G. OTHERS 1. Notice of Acceptance No. 12-0416.11, issued to Cure A Tec Corporation for their Series "940" Aluminum Horizontal Rolling Window -L.M.I., approved on 07/19/12 and expiring on 09/27/17. 0000.. 0000.. 0000 0000 • • 0000.• ••••.Y 0000• .•.®.• •+• • 0000• 00.00• •.i 0000.• • •••••. • • • 0 0 • 0000•. •0.000 • • • 0000.• _ . Manu er P.E. Produet Con 1 miner NOA No.15-040.14 Expiration Date: September 27,2017 Approval Date: July 23,2015 E-2 NOTICE OF PRODUCT CERTIFICATION y }{ C � G072015 - ' CERTIFICATION NO: NIO 117- DATE: 02/1 10 Fes., d 1'IFY THATFMIMCATION PROGRAM: Struc ra n OMPLY AND MEET Iff COMPANY: JELD-WEN CODE: 104-3 REVISION DATE: 10/27/2014 RUd . PUJOL ARCHITECT AR#0010458 12237 C.W. 204 TERRACE, MIAMI,FL 33177 klk�klC To verify Eertification"is valid,please .NAMICertifi ation.com to assure that the product is active and currently listed.This certification represents ct conformity to the applicable specification and that certification criteria has been satisfied A NAM approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Gladiator/Finishield"In-Swing 3737 Lakeport Boulevard &Ont-Swing Opaque 25 Gauge Klamath Falls,OR 97601 Steel Side Hinged Door Configuration:X .999.6 • 9.9.. US Frame:W-953mm(37.5") H 2U76m N.V) • 949969 . 99 9999. O/S Frame: W-953mm(37.5"j H-'X45mm(•M ") ;•••• . 9999 9999 9999. SPECIFICATION PRODUCT RAa%Nt •• ••••; 99.9.9 • ASTM E283-04/E330-02/E331-00 Design Pressure: -;507-!;D psf;.•0;0 ••••' ASTM E1886-05/E1996-05b Wind Zone 4-Miss3le Level l)r0 Soo •••• AAMA 1304-02 FER Passe• Product Tested By: Quality Testing,Inc. Report No: SJW2009-198 Installation Details: JW152009(1-7) Expiration Date: December 31.2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 each Blvd. BUILDING DROPS 398 EastDaniaBSuite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge 3-0 x 6-8 Opaque Inswing/Outswing 25 GA. Steel Impact Door System for Florida Product Approval Report Current Florida Building Code Method: 1 —A (Certificate)'••' ;• •. •. Category: Exterior Doors Sub—Category: Swinging Exterior Deer Asjeiinitlies • • .... .... ..... ...... ... . ..... Product: FiWshield/Gladiator ,SjC,4 poor, WohAEdge•••;• Material: Steel/Wood :0*:*: • 00 Product Dimensions: :0666: 37.5 x 81.75 (Maxi�Rum) •••••• . . Prepared For: a - E , ine. 3737 Lakeport Blvd. Klamath .Falls, OR. 97601 Prepared by Hermes Norero, P.E. �i Z�; .� i O Florida Professional Engineer#73778 7 Date: 11/11/2014 f T Contents: Evaluation Report Pages 1-4 ��� FS '•••••••••• G� ��� Digitally signed by Hermes F. Norero,Ftfi►is%N Jill ;E��`�` Reason:I am approving this document Date:2014.11.2414:30:21 -05'00' Hermes Norero, P.E. Florida No.73778 BUILDING DROPS 2014 A Perfect Solution in Every Drop Date: 1 certificate of Authorization:29578 Report Noo:: 3 333144 Manufacturer. JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Finishield/Gladiator Steel Door,Wood Edge (Impact Rated) 37.5"x 81.75"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes Norero,P.E. (FL#73778)for Jeld-Wen Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. .600.0 60006 This product has been evaluated for use in locations adhering to the curCe nt•Flprida Building Code. 0• 6 • See Installation Instructions JW1S2009,signed and sealed by Hermes, P.I:[C#73778 )for specific use parameters. •••• •••• • 6666 6666 66666 6666 .. 6666.. Limits of Use: 6666.. • 1. This product has been evaluated and is in compliance with the csrrehttlonda B�ikLing Cotte,•• excluding the'High Velocity Hurricane Zone"(HVHZ). • . . 6666.. 2. Product anchors shall be as listed and spaced as shown on details.'Anchor emoee�njent into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW152009 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JW152009 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS 1/2014 A Perfect Solution in Every Drop Date: 1 • �., Report Noo:: 3314 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b Referenced Data: 1. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report#:SJW2009-198, Report Date:1/18/2010 2. Quality Assurance ••• ;•• •• National Accreditation and Management Institt W:O: ' " •••••• (FBC Organization#:QUA1789) •••• •••• ...... Hermes Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS 014 A Perfect Solution in Every Drop ©ate: 11/11/2 Report No: 33144 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or mason substrate where wood bucking is NOT employed,use 3 16" masonry g diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(JW152009)for anchor spacing and more details of the installation requirements. Design Pressure: DesignPressure Positive 50 PSF* •• �••••• ..«... Negative 450 PSF :*« •• • *Product has not been rated for water infiltration. If authority having jurjiiipn requirgs that .••••« product meets this requirement,product shall be used when installed at kxation pro$eate0 byo • overhang such that overhang(OH)ratio=OH length/OH height is 1.0. *••• •••• Hermes Norero,P.E. Florida No.73778 Page 4 of 4 ffW FINISHIELD/G DIATOR STEEL DOOR,WOOD EDGE 340x6-8 OPAQUE INSWING/OUTSWING 371/2"MAX o 25 GA.IMPACT DOOR SYSTEM OVERALL FRAME WIDTH �S to GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO 35 3/4u PANEL WIDTH DEC O'r ���� m COMPLY WITH THE CURRENT IRC AND FLORIDA B0,- BUILDING CODE(FBC)BASED ON THE SIGNED AND Y. tp SEALED DATE. PRODUCT HAS BEEN TESTED TO -"t ASTM E330-02, E331-00, E283-04, E1886-05,E1996-05b — Il LL N &AAMA 1304-02. WIND ZONE(WD)RATING=4 w Y 00 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS = 19 g Q v TO THE STRUCTURE. Lo O O ►� 3. PRODUCT ANCHORS SHALL BE AS LISTED AND w i-- I j CV) _ SPACED AS SHOWN ON DETAILS.ANCHOR 18 \ "� co Y D- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND -� WALL DRESSING OR STUCCO. s 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. j °Q w 5. SCALE BASED ON 11x17 SHEET SIZE. 0 'o 3 a 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. / 3 z 7. PRODUCT HAS NOT BEEN RATED FOR WATER `vim NOTE 2 NOTE 2 w z INFILTRATION. IF AUTHORITY HAVING JURISDICTION W REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, r Q:o�� PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION CO ad ��w O co PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) / :••• 43 z o •:z RATIO=OH LENGTH/OH HEIGHT IS 1.0. ...... : 5-9§0 DOOR LEAF CONSTRUCTION: ' O w U ••• Z FACE SHEETS: THE FACE SHEETS ARE GLUED TO B D a THE CORE AND SUBSTRATE WITH LMC ADHESIVE. NOTE: • • c 9 Q� z •...•• • O¢ � ;wU' CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND NOTE 2 1- ALL VIEWS FROM INTERIOR. • • 2- MASONRY AND CONCRETE CON�jRI'gTION. "'ma� e DENSITY EXPANDED POLYSTYRENE(EPS). SINGLE UNIT(X) • X C4 PANEL CONSTRUCTION: EACH DOOR PANEL IS (INSWING IMPACT) o • 4 0 CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE(.018"MIN) . • • `n ••• GALVANIZED STEEL. THE FACE SHEETS ARE BENT 900 OVER TABLE 1 to • a THE 1.688"X 1.0"LVL(LAMINATED VENEER LUMBER)STILES DESIGN PRESSURE RATING >- AND TOP RAIL. THE AVERAGE MINIMUM YIELD STRENGTH OF N " m 25 GA SHEET METAL SKIN IS 38,400 psi. THE 1.688"X1.203" DESIGN PRESSURE RATING: BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED o 25-GAUGE(.018"MIN)STEEL.THE WOOD LOCK BLOCK IS Z SINGLE DOOR ONLY 1.688"X 31/8"X 12". o = a0 FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD AREINSWING POSITIVE +50 p w z CONSTRUCTED OF FINGER JOINTED PINE.THE INSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH -50 z NEGATIVE 0 CO ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHTw POSITIVE o THRESHOLD. THE OUTSWING SILL IS COMPRISED OF TABLE OF CONTENTS OUTSWING +50 0_ N �0: COMPOSITE MATERIAL WITH ALUMINUM CLADDING.TOP SHT# DESCRIPTION NEGATIVE -50 CORNERS ARE COPED, BUTTED,SEALED USING SILICONE 1 INSWING ELEVATIONS&GENERAL NOTES sr •- AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG 2 INSWING VERTICAL CROSS SECTIONS& c w STAPLES PER TOP CORNER.BOTTOM CORNERS ARE BILL OF MATERIALS r N o COPED, BUTTED,SEALED USING SILICONE AND FASTENED 3 INSWING HORIZONTAL CROSS SECTIONS T_ T_ USING THREE 16 GA.7/16"X 2"LONG STAPLES PER BOTTOM 4 1 OUTSWING ELEVATIONS&VERTICAL tl� rrr�� CORNER.ALL FRAME JOINERY ARE SEALED AT THE CROSS SECTIONS F mM< zo EXTERIOR USING DOW 1199 SILICONE. 5 OUTSWING HORIZONTAL CROSS SECTIONS 6 ANCHORING LOCATIONS&DETAILS ����Q'••.••'••• •' • •• ,p �i� DATE: 12/18/09 7 UNIT COMPONENTS :• ; O � SCALE: 1/2"= V DwG•BG.LUBBECKE Ir CHK BY: S. FREY i A **j RE: 11/ DRAWING NO.: igitally signed by Hermes F.Norero,P.E. JW152009 eason:I am approving this document �s�,,pp IRCfl•BLVq, • ate:2014.11.2414.28:50-05'00' FBPE cwt F A�t>+i 11b.29578 SHEET 1 OF 7 mit, 1"MIN. 1" 1"MIN Item DESCRIPTION Material m 1" MIN NOTE 1 MIN. 1" MIN NOTE 1 1 HINGE JAMB 1 1/4"x45/8"FINGERJOINTED PINE TREATED PINE .- XX NOTE 2 " W 5 21 27 NOTE 2 9 21 27 2 HEAD JAMB 1 1/4' x4518"FINGERJOINTED PINE TREATED PINE co Z 3 LATCH JAMB 1-1/4"x45/8"FINGERJOINTED PINE TREATED PINE 1�- _ a.' 'a e• e 4 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM ci 0) 22 e• ,a 4• .•a'• 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 111?MIN.EMBEDMENT STEEL J e A. . v'a' e• 6 4"x 4"BUTT HINGE 12GA .089"MIN STEEL m 0 2 7 #9 x 3/4"PHILLIPS FLATHEAD WOOD SCREW STEELcd 22 8 #10 x 1112'PHILLIPS FLATHEAD WOOD SCREW STEEL U W LID J d' 9 3/16"ITW BUILDER TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL Z 0 Q C') W2 10 COMPRESSION WEATHERSTRIP Loral 9650 FOAM Z W00 u- Z 11 INSWING THRESHOLD ENDURA#LZAILP56WMF120 6063-T5/COMPOSITE ALUMINUM Y = 00 SEE DETAIL A 12 X = 12 TOP RAIL LAMINATED VENEER LUMBER LVL g Q •= SHEET 6 10 F- 13 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL u) 12 14 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL J M Q = N 15 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL SEE DETAIL A 16 LOCK BLOCK x 17 LG PINE M Y a TREATED PINE SHEET 6 10 .Y' 17 16 Ga.7/16"CROWN x 2"LONG STAPLES STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 660 STEEL 20 #8 x 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 21 2x WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE TREATED WOOD Z 22 NON-COMPRESSION SHIM WOOD co 23 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY)MFG BY JELD-WEN FOAM LU CO W O 24 STEEL DOOR PANEL SKIN MATERIAL(25 GA GALVANIZED) STEEL W(9j U A-525 COMMERCIAL QUALITY 0.018'MIN.THICK. I- ) GALVANIZE ice+LU O� w _ 25 INSWING VINYL DOOR BOTTOM SWEEP : NYL a o z •� ••fJ;, O—�, O W = 26 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG • SAM 3 O 000�� W W 2 "•, SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP • 42 Z WLu w O O W 27 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE TREATEDALj WOOD — "' Q Z z w W 28 DEAD BOLT BACK PLATE • 7EEL • J�$ Q u_ a °- z z .. °Q_ 10 q _�j a g •••••• �-I— t9 a) n •• • x Up • • Z a ' a 23 W z 24 23 Q av :3w 0) 13 LLO O O ZU CO 25 13 ao 25 N 11 ® NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR 11 EMBEDMENT DEPTH, INTO MASONRY,CONCRETE, OR WOOD, c q 21 27 1 1/2" IS MAINTAINED. v- N SEE NOTE 1 MIN. ® NOTE 2: OPTIONALLY,ANCHOR CAN BE PLACED IN NARWIVOV64(309F HEAD r 9 OR JAMB `�����S F. O m q p a z GD --I " a '•: �= DATE:12/18/09 MIN p, 7 scALE: 3"=1' 1" MIN I 1" Z m * * DWG.BG.LUBBECK -"1 1" MIN -� w MIN. w :• ; tV CHK BY: S. FREY A VERTICAL CROSS SECTION. DOOR TYP. %�,� .ao93 E��,�� DRAWING No.: 2 WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION, DOOR TYP. ILD�� w9fiDvN . 2 MASONRY AND CONCRETE INSTALLATION S' JW 152009 FB IE:S;fijtHjrj!0p� O.28578 SHEET 2 OF 7 T SEE NOTE 1 21 27 1 1/4" 1/4"MAX. 1/4"MAX " 1/4"MAX. t0 MIN.EMB. SHIM 1 1/2" SHIM 1 1/4 HIM SEE DETAIL A 0) 1/4"MAX. MIN.EMB. MIN.EMB. SHEET 6ci SEE DETAIL A 1 1 1/2" SEE DETAIL A SEE DETAIL A SHIM z SHEET 6 MIN.EMB. 3 SHEET 6 z 3 15 24 _j o SHEET 6 z N 24 10 18 16 m 1 " -+— 10 15 18 16 �-- (n T 24 14 10 w L0 24 10 N � �-Z O w wz " z_ ° Z � J � 14 " z z ,;::. .;, . ',.'°,;:, " z I-Z " z Z a Q �'? �p Z ,' ' . s` 4 :. r w zg .,. z� ° 'Mt:f':�'w LL NN ;'`,• ..r:•�;i,;r.,i:: D " .t•'i 'r•' :'•..,r w s ••� ::.•:''°J'.'�':' 9 •yti ;; 'i'' Lu W t.:ipv,• s�• :.,• 9 �Z tq wa— °% " w ` Z •• w s W 5 'i :.i°. 0 a:°: �.,Ji, aY M -" 23 ISEE 28 0 _.• .' 22 23 INTERIOR i Q d INTERIOR 23 7 6 8 INTERIOR 7 6 2202, NOTE 1 23 INTERIORLo SEE NOTE 12 27 28 21 27 EE NOTE 1 W � g = A HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION C HORIZONTAL CROSS SECTION D HORIZONTAL CROSS SECTION 3VIEW AT DOOR HINGE/SIDE JAMB 3 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) 3 VIEW AT DOOR HINGE/SIDE JAMB (WOOD INSTALL) 3 M SONRY AND CONCRETE INSTALL) (WOOD INSTALL) ( C9 z LU C0 LU ODU :• ?o j3 J • • • 50z� ..�K • • • ZU •••••• i • �j S 0•i40 0 .... 40 Lu ...o W �••••� �•• S 0(30SS •2 to ••�••� ••• rw d g •Z � • ••• w Od • O •••••• 11.E 0 rA w • • • tq�4Ln ,� U • • • 0 M • •• •• • • • • • cgm ow W � Q o = 1" IN. U 1"MIN. 1"MIN 0 0 Z 5 I Z0 O 1 1/2" ••'. : NOTES: w MIN.EMB. E.. ' : 1 lir 1 1/4"MIN. 1. 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR D_ N 7 EMBEDMENT DEPTH, INTO MASONRY,CONCRETE,OR WOOD, 2 21 IS MAINTAINED. ' r w "MAX 2.OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF m v- 1/4 a SHIM THK. 9 1 2 3 HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED. ci 0 SEE DETAIL A 3. TAPCON SPACING BETWEEN ANCHORS SAME" i� AQ111 SHEET 6 10 SCREW CONFIGURATION. �,ES F•• O'�i��i� LM m Q z OPTIONAL MASONRY AND CONCRETE INSTALLATION �:•'• ii .�0 �= DATE:12/18/09 FOR HEADERS AND JAMBS - NONE '7 SCALE: SEE NOTE 2&3,THIS PAGE • * DWG.BG.LUBBECK T T •; CHK.IM S. FREY �i O p. DRAWING NO.: '��EI dfaagQ�.ad JW152009 DC'H� FBPE CE �ON NO.2W8 1 SHEET 3 OF 7 • ' T R O m MIN 1 MIN NOTE 2 1" IN. 1"MIN. w 5 1" rn Z 21 27 NOTE 1 MIN 1"MIN.NOTE 2 Jo � w 9 21 27 NOTE 1 371/2"MAX m 22 z OVERALL FRAME I— U) j a WIDTH U _I 'I O -� 2 v a a is ,yd a •a ' ' 35 3/4"MAX. Z M a Q', ... d ° PANEL WIDTH 2 Y = co 1/4"MAX Lo SHIM THK. Q SEE DETAIL A 12 n _ SHEET 6 2 W �- 10 :. _ = 19 12 w i-- cn J 18 c� SEE DETAIL A 10 = z SHEET 6 > °Q w w W z �s co O 5 a . 1.w0� z 0 .'. ' a CD op 23 O Z U � NOTE 2 NOTE 2 ��•� ° •> w 0 o w o o ..:.. •�owF' ... o It w w J W w J / ••••' •• •3E o(7 DA. •Z U Z_ ZQ Z Q •�•.� •• Z a# •� Q a • •• WOE do- U A B :•• moo' o '0w NOTE 2 •• • • •• a 0a >- 23 (EXTERIOR VIEW) SINGLE UNIT(X) U g m 23 24 :' ,''.::.:. OUTSWING IMPACT w w (SCALE: 1/2"=V-0") H 24 10 13 a U D w cn 10 00 z 13 Z U + 4 aN � NOTE 1: 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, 4 IS MAINTAINED. w 4 NOTE 2: OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD o Q ° OR JAMB v- N 5 ° ° 4• .' e' NOTE 3: MASONRY AND CONCRETE CONSTRUCTION. z 9 ,S����g.F... O m Q z g 1 R 1 R w MIN MIN •..'p �� DATE:1 2 18 09 N m MIN 1 MIN ---� 21 27 NOTE 1 7 �? z00 B��AS SHOWN Lu B VERTICAL CROSS SECTION DOOR TYP. * _ DWS B •LUBBECK 4 MASONRY AND CONCRETE INSTALLATION ?� T T 4U : CHK BY. S. FREY A VERTICAL CROSS SECTION, DOOR TYP. (SCALE:3"=1'-0") �T A� d� p �`�� DRAwiNc No.: 4 WOOD FRAME INSTALLATION �� LDINGD��� s JW152009 (SCALE:3"=1'-0") Sag��••--..H••,,FF��••���4 SHEET�} OF 7 FBPE CERTAUAZATION N0.29578 . s T SEE NOTE 1 21 27 1 1/4" 1/4"MAX. 1/4"MAX. 1 1/4" 1/4'MAX- SEE DETAIL A n MIN.EMB. SHIM MIN.1/2' . SHIM MIN.EMB. HIM SHEET 6 c 1/4"MAX. SEE DETAIL A SHIM 1 1 1/2" SEE DETAIL A 3 15 > � SEE DETAIL A SHEET 6 z 24 SHEET 6 N MIN.EMB. 3 SHEET 6 24 10 18 16 m 24 1 24 14 10 " z a L 10 15 18 16 a o F- j 14 10 " z z_w �g SO � Hg --Z Z 0 J M �0 Z . . fkN n'',J r w 6 Z_ Z_ 0" d ii' "'i'�j_ a CV �Z '•^ ?'si:s• r.' .i�;h' w Z� L / ,:• s. .i. : .;. W`— 9 ji .�' { '. :i Z I.I.I 00 9 :: w " w 5 '>,A v: : }'. < , w W Y 2 00 23 22 8 23 7 6 22 8 21 27 SEE NOTE 1 28 0 23 22 23 EXTERIOR Lo EXTERIOR 7 8 EXTERIOR 22 EXTERIOR 28 21 27 EE NOTE 1 0 n _ SEE NOTE 1 21 27 w M Y a A HORIZONTAL CROSS SECTION B HORIZONTAL CROSS SECTION KC HORIZONTAL CROSS SECTION KD HORIZONTAL CROSS SECTION 5 VIEW AT DOOR HINGE/SIDE JAMB 5 VIEW AT DOOR HINGE/SIDE JAMB 5 VIEW AT DOOR LATCH/SIDE JAMB 5 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) 0 z wv�)LU co w 0 IO,.w0� 0 •. so 40 U' ZQ •..�.. v�v�Q ...N0 ...... ,v &Z N .... teow� ... v ..00 s2e a4 •z •• •• %iu 0 w . •••••• i T� 'N • • • xry � .3D .. . 0 Q ' 9 . o M I« .. .. . 9• . °� • a D_ Lu LU ZOZ Qa 2 1" IN. a U 1"MIN. V MIN =O 0 z 5 LL_ 0 0 Z 0 1 1/2" ••'. : : NOTES: w MIN.EMB. "•' 1 1/4"MIN. 1. 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR a N ' w T EMBEDMENT DEPTH, INTO MASONRY,CONCRETE,OR WOOD, 21 IS MAINTAINED. 2 2. OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF ai H 1/4"MAX 1 2 3 HEAD OR JAMB AS LONG AS MIN. EDGE DISTANCE IS MAINTAINED. V7 N p SHIM THK. 9 3. TAPCON SPACING BETWEEN ANCHORS SAME; 11�AAQill� SEE DETAIL A 10 SCREW CONFIGURATION. `��� ES F 0 �i��� ltnl<lCil SHEET 6 i z OPTIONAL MASONRY AND CONCRETE INSTALLATION ;•'•• ��� �� D^TE 12/18/09 FOR HEADERS AND JAMBS 7 SCALE: NONE -_ - * SEE NOTE 2&3,THIS PAGE DWG.B)G.LUBBECK :• T T ;' W CHK BY: S. FREY DRAWING NO.: JW152009 �I LDING DFS �P�NIIt•�ZATI 338 SHEETrj_OF 7FBPE CERT. CH ON N0.29578 3/16"C-SINK. 1 -USE#10 WOOD INSTALLATION SCREW W/1.50" MIN. EMBEDMENT o WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS. CID 2-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4"MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. J O DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR m SCALE:6"=1'-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT F- CO " IS MAINTAINED. Z J M a SEE DETAIL B Z W D- & 3"TY P. co in W Y H L— 4 11 �C t a p 1. 2t & I w W t� Y d s o 3 � N 5 w z = M 9 M � 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 3 p w /�Typ- co CO I 17 w MAX. 14 m 17 SEE NOTE 2 z Q O.C.TYP. LL Dwcnw u- T i•, w � 1 3 0��� N Ln w0>- z -� i •'• •• O Z_a' •••� DETAIL B DETAIL C g$ O •� N ao o w •••••• • �} -cA •••4 � w CORNER DETAIL AT HEAD CORNER DETAIL AT SILL •••'•• o o w11Y)i ••• w .' 5 _ w � o a SEE DETAIL C •,,,�� •, c��a z �n 8 7 20 �••:•: . vl wQ. • • :4,F" •ii ANCHORING LOCATIONS SINGLE •• • oO INSWING/OUTSWING UNIT(X) 20 •"�•' •' M •' SCALE:3/8"=1'-0" 7 7 • '. a : a DETAIL-D DETAIL-E g m HINGE DETAIL LATCH&DEADBOLT a STRIKE PLATES w zz o = (L v =O0 Z zv LU j a N NOTES: ai c Q 1 -ANCHOR SPACING FOR BOTH INSWING&OUTSWING. N p 2-ONLY 2 STAPLES PER CORNER A;�S�i@�I�SJG2tp�G. O ¢ z % 'A DATE:12/18/09 � • . 7 • O : = SCALE:AS SHOWN • * DWG.B)G.LUBBECK T T CHK.BY: S. FREY '�j �i(� f'• �� DRAWING NO.: It� ON N0.28578 JW152009 FBPE CERT. CHF SHEET 6 OF 7 4 9/16" 4" _L 5 5/8" 1 11/16" zt v- / eEw 8p co 17r I • r--- 3/8" a O O r t'- 1/2" > cc: O mo WOOD JAMB FINGERJOINTED PINE 10 COMPRESSION uj T- 1 SCALE:6"=1'-0' WEATHERSTRIP 3�8m z O J M "( ) ENDURA INSWING THRESHOLDcc 2 1/8 Min 11 SCALE 6 L AND COMPOSITE SCA E:6"=1'-0' v - W < N 3 O BUTT HINGE 4x4x12 GA.STEEL O BOTTOM RAIL Z Y = co SCALE:6"=V-0" 13 Q r do 25 GA.STEEL SCALE:6"=1'-0" LO 1/8 13/8" � 31/8" 6 z Cf)LLI � 0t LATCH STILE •��4 5/8" �-a O CO C4016 LOCK BLOCK � � C7 HINGE R IL FINGERJOINTED PINE ••�• • O z 0 0.4. 12 14 15 SCALE: 6"=1'-0" O AFCO OUTSWING THRESHOLD ��•��• 0 2N§00 �� � LAMINATED VENEER LUMBER(LVL) 6063 T5 AL AND COMPOSITE ....�� ®d z� n,. SCALE:6"=1'-O" SCALE:6"=1'-W Do- c co o • • i C L 49 O • 13/4" 1/32" ' ' o "' 7/8 �~ —31/2",� .. qD. s " : a . P 1 � gm 1 N IDco —11 0 � OWz T 1 W � Q 0 Q = DOOR BOTTOM SWEEP 1 3/4' ---) = Q Z 25 VINYL 26 CORNER PADS 00 O SCALE: 6"=1'-O" O PLASTIC 28 LATCH PLATE Z c Fo SCALE:6"=1'-0" O STEEL W C SCALE: 6"=1'-0" n. N -Rt v- w v—0 v- cq0 O �` •. •'fes -i DATE: 12/18/09 SCALE:AS NOTED * = DwG.BYG.LUBBECKE T T CHK.BY: S. FREY �j 0%N••i p �� DRAWING NO.: LDDIN D JW152009 � e ��--..C..H..yyFF�� SHEET 7 OF 7 FBPE CERTRUA�ITATION NO.28578 Jos TITLE JCAS FUND CORP JOB NO. WM5 SHEET NO. CALCULATED BY DATE CHMM BY MMM KLXX DAW OCT 27-15 CS12 Ver 201302.15 www.stnmare.com . w A DEC 07 2019 BY: WIND LOAD CALCULATIONS FOR JCAS FUND CORP. 137 NW 107 STREET MIAMI SHORES,FL 33168 ...... ...... ...... ...... Soo* .... .... . . .... .... ..... ...... ... . ..... .. .. .. ...... • :6*04. • • • . ..* a° yo oLu L e IV. �e Joe TfTLE 137 NW 107 ST MIAMI SHORES,FL JOB NO. SHEET NO. CALCULATED BY I R DATE CHECKED BY DATE Code Search Code: ASCE 7-10 Occupancy: Ooaipancy Group= R Residential Risk Category&Importance Factors: Risk Category= 11 Wind factor= 1.00 use 0.60 NOTE:Output will be nominal wind pressures Snow factor= 1.00 use 0.00 Seismic factor= 1.00 use 0.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: • ...... ...... Roof angle(6) 3.00/12 14.0 deg . • • Buffing length(L) 80.0 ft •• : • • '• Least width (B) 35.0 ft •••••• • " "•••• Mean Roof Ht(h) 10.0 ft •' *' ' ••••• Parapet ht above gni 0.0 ft •"• .•'••• • • Minimum parapet ht 0.0 ft •••' •••• •• •• ...... ... . ..... Live Loads: ...... • 2 •••••• • Roof 0 to 200 sf 0 psf 200 to 600 at 24-0.02Area, but not less than 12 psf ���•�� � V: • • over 600 sf: 12 psf • • ; Floor. Typical l Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies&first floor corridors 100 psf Balconies(exterior) 75 psf JOB TITLE 137 NW 107 ST MIAMI SHORES,FL J013 NO. SHEET NO. CALCtA ATED BY IR DATE CHECKED BY DATE Wind Loads : ASCE 7- 10 Speed 175 mph Nominal Wind Speed 135.6 mph Risk Category II Exposure CateVy D Enclosure C assif. Enclosed Building Internal pressure +/-0.18 Directionality(Kd) 0.85 Kh case 1 1.030 Viz) Kh Cosa 2 1.030 Z Type of roof Monoslope Speed'w A r" ToDoaranhic Factor(Kzt) �' HI2 Topo�hy Flat Lh �{ H Hip Heigh (H) 0.011 H<15ft;exp D Half Hill Length(Lh) 0.0 ft Kzt--1 .0 Actual H/Lh = 0.00 ESCARPMENT Use H/Lh = 0.00 Modified Lh = 0.0 ft V(Z) From top of crest:x= 0.0 ft Z Bldg up/down wind? downwind �Sped-up HNA 0.00 Ki= 0.000 V(Z) M(ui .` (0 ► Vu=0.00 K2= 0.000 • H • 0000.. zu=0.00 Ks= 1.000 -.-'-•�.' f • • At Mean Roof Ht: 099099 �••••� 2D RIDGE or 3D AXISY@itMETRIC&.HiL4 Kzt=(1+K1K2K3)"2= 1.00 • T-• 0000 0000 ..�..• .. .. .. 0000.. 0000.. • • . 0000.. V0900 • • 09..9. Gust Effect Factor Fbxibb structure tore if natural frequency<1 Hz(T>t lq&n§D. - of: • h= 10.0 ft However,if building h/13<4 then probably raid Wuc lure(rub th0ur 4 Of . B= 35.0 ft hB=029 Rigid structure h(0.6h)= 7.0 ft G 0W Using rigid structure default Rigid Structure a= 0.13 Natural Frequency(n,)= 0.400083 f 650 ft Damping ratio 0)= 0.02 Zrrin= 7 ft /b= 0.80 C= 0.13 /a= 0.11 90,9v= 3.4 VZ= 172.8 Lz= 535.5 ft Ni = 1.24 Q= 0.94 Rn= 0.117 I:= 0.16 Rh= 0.933 n= 0.106 h= 10.0 it G= 0.90 use G =0.85 Rs= 0.792 n= 0.373 RL= 0.289 n= 2.852 gR= 3.965 R= 1.697 G= 1.457 JOB TITLE 137 NW 107 ST MIAMI SHORES,FL JOB NO. SHEET NO. CALCULATED sylR DATE CHECIE DBy DATE Wind Loads-Components&Cladding : h<=60' Nominal Wind Pressures Kh(ewe 1)= 1.03 h= 10.0 It Base pressure(qh)= 41.2 psf a= 3.5 ft Minimum parapet it= 0.0 ft GCpi= +/-0.18 Roof Angle(8)m 14.0 deg Type of roof=Monoslope Roof GCp+/-GCpi Surface Pressure(pst) User Input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 15 sf 60 sf Negative Zone 1 -1.48 -1.34 -1.28 -01. -55. -52. -59. -54. Negative Zone 2 -1.78 -1.50 -1.38 -73. -61. -56. -70. -60. Negative Zone 3 -3.08 -2.45 -2.18 -126. -101. -89. -120. -98. Positive AU Zones 0.58 0.51 0.48 23.9 21. 19. 23 20. PareoBt qp = 0.0psf CASE A=pressure towards building(pos) Surface Pressure user Input CASE B=pressure away from bldg(neg) Solid Parapet pressure 10 sf 1 100 sf 1 500 sf 40 sf CASE A:Interior zone: 0.0 0. 0. 0. Corner Zone: 0. 0. 0. :*00:6. ••• •• CASE B:Interiorzonw. 0.0 0. . .0. 0. • • Comer zone: 0. 0. •• '0. i`• 'a. • Walls GCp+/-GC Surface Pressure •••4lser input • :••••: Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 09'".2f em Negative Zone -1.28 -1.10 -0.98 -52. -45. -40. •••�-50. •• ••:••• Negative Zone -1.58 -1.23 -0.98 -65.1 -50. -40. ••••fi0. 000;54,G ••••• Positive Zone 4 8 1.18 1.00 0.88 48. 41. 36. •'••46. 430! • • ••• • • •• • JOB MILE 137 AVE 107 ST MIAMI SHORES,FL JOB 1O.SHEET NO. CALCULATED syl R DATE tHECIEDBY DATE ..._............__.__. Location of MC Wind Pressure Zones 2a a 2a i I I t # 1 I p® la t t i 1 1 0 (D 1 2 t # i WALL # — a 3 —2 Roofs wf 9 510° Wa®t h S W Gable,Sawtooth and and a®waft &alt design hcW Multispan Gable 9 5 7 degrees& Monoslope roofs h>W Monoslope 5 3 degrees 30<9 510° h S 90'&a9 design hc' h S tom'&alt design h<W S 6666•• ; _ � a 1 1 1 1 ---�, 0 60 L*(C-F.:.-D 666•0• • • i0000i —� � I t t # ! .� ! 6006 6606 • • I p;y •0 • •66006 66666 k+/ 2 # I # tit l i 661606 + # # t # t 1 �� i • •_ _ �` 3 00606 t 00 F-- 0 006606 73ZM=M 600600 MonOse roofs Mu�pan Gable& Ho 70 < 8 5 270 6• #• "'t � ' • 100<8 5 300 Gable r <8 5 450 # •..� hSw&ahdesign ham' .t 3 Sawtooth 100<9 5 450 3 h S 99'&alt design h<80' PI Ad Lb w w