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RC-18-394y� Miami Shores Village �aHO1s 10050 N.E. 2nd Avenue NW ' Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORIDA Permit NO. RC-2-18-394 Permit Type: Residential Construction Perilinit Work Classification: Alteration Permit Status: APPROVED Issue Date: 61912018 1 Expiration: 11/05/2018 Project Address Parcel Number Applicant 141 NW 101 Street 1131010220170 COLBY NEUMANN Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell COLBY NEUMANN 141 NW 101 Street (786)210-9004 MIAMI SHORES FL 33150- 141 NW 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone HOME OWNER In Review Valuation: $ 15,000.00 Total Scl Feet: 165 Date Approved:: In Review Date Denied: Type of Construction: KITCHEN REMODELING, BATHRO Occupancy: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: KITCHEN REMODELING, BATHROC Bond Return : Classification: Residential Fees Due Amount CCF $9.00 CO/CC Fee $50.00 DBPR Fee $6.75 DCA Fee $4.50 Education Surcharge $3.00 Notary Fee $5.00 Permit Fee $450.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $549.25 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-2-18-66461 05/09/2018 Credit Card $ 499.25 $ 50.00 02/14/2018 Credit Card $ 50.00 $ 0.00 Avauaoie inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Structural Review Mechanical Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Plumbinq 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 FF AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructilan�Wning. Futhermore, I authorize the above -named contractor to do the work stated. May 09, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Mav 09. 2018 1 Colby Neumann Single Family Home 141 N.W. 101 Street Miami Shores, Florida 33150 Kitchen and Bathroom Remodel ey Colby Neumann Single Family Home 1141 N.W. 101 STREET mV No. Description Date Submission 1 04-09-2018 Floor plan legends added 04-29-2018 Cover Page Project number - Date 04 29 2018 Drawn by M ROA Checked by Checker A000 Scale O N Al Kitchen Remodel Q2 Bathroom Remodel 15'-0" 13'-0" 5'-3" 11'-0" Colby Neumann Single Family Home 1141 N.W. 101 STREET Esh-IOM No. Description Date 1 Submission 1 04-09-2018 Floor plan legends added 04-29-2018 v N Ground Floor Plan Project number - Date 04 29 2018 Al 01 Drawn by M ROA Checked by - Scale 1/4" = 1'-0" LEGEND $ Switch Wall Mounted Light 0 Under Counter Light 0 Ceiling Mounted Light a Bathroom Fan/Light Ceiling Fan/Light Z1 Kitchen Remodel Bathroom Remodel Colby Neumann Single Family Home 1141 N.W. 101 STREET No. Description Date 1 Submission 1 04-09-2018 Floor plan legends added 04-29-2018 Ground Floor Lighting Plan Project number - E 101 Date 04 29 2018 Drawn by M ROA Checked by - Scale 1/4" = 1'-0" LEGEND Panel Duplex Receptacle Ceiling Outlet Door Opener . Smoke Detector AKitchen Remodel A2 Bathroom Remodel Colby Neumann Single Family Home 1141 N.W. 101 STREET nIF U No. Description Date 1 Submission 1 04-09-2018 Floor plan legends added 04-29-2018 Ground Floor Power Plan Project number - Date 04 29 2018 El 02 Drawn by Author Checked by Checker Scale 1/4" = V-0" MAP OF BOUNDARY SURVEY Property address: 141 N.W. 101 st Street City: Miami Shores County: Miami -Dade State: Florida Zip Code: 33150 Folio # 11-3101-022-0170 SUBJECT PROPERTY SURVEYOR'S REPORT: N.W. 102nd STREET w 10 11 12 1 2 3 4 5 6 Z w (24 71) (21-56) 2 � i 15 14 13 10 9 8 7 T N.W. 101st STREET LOCATION SKETCH O NOT TO SCALE 1. MAP OF BOUNDARY SURVEY, Fieldwork date of data acquisition: April 11, 2017. •....• ...... 2. LEGAL DESCRIPTION: • • • • • • • • ...... The West 1/2 of Lot 11 and Lot 12, Block 2, of GOLD CREST, according to the plat there dr�.oT,•as reoorin • • • • • • Plat • Book 21, at Page 56, of the Public Records of Miami —Dade County, Florida. •••• ••;••. ...... .... ..... 3. AREA: Containing 8,062 Square Feet or 0.19 Acres more or less by calculations. . . . . ...... .. . . ...... 4. ACCURACY:'00 • • The accuracy obtained by measurement and calculations of a closed geometric figure was found to exceed this requirement. Suburban: Linear 1 foot in 7,500 feet. 5. DATA OF SOURCES: HORIZONTAL CONTROL: —The Legal Description was furnished by client. —North Arrow as per Plat Book 21, at Page 56, of the Public Records of Miami —Dade County, Florida. 6. FLOOD INFORMATION: By scale determination this property is located in Flood Zone X, as per Federal Emergency Management Agency (FEMA), NFIP Community Name: Village of Miami Shores, Community Number 120652, Map/Panel Number 12086C0302, Suffix L, FIRM Panel Effective/Revised Date 09-11-2009. 7. LIMITATIONS: No research was made for other instruments than the existing in the plat and provided by client. No determination was made as to how the site can be served with utilities. Fences and walls ownership by visual means only; legal ownership not determined. No underground utilities and/or structures(foundations) was located within or abutting the Subject property. This Survey is not intended for design or construction purposes. For those purposes a Topographic Survey is required. SURVEYOR'S CERTIFICATION: I certify. This Map of Boundary Survey meets all applicable requirements of the Florida Minimum Technical Standards as contained Chapter 5J-17. Unless indicated to the contrary, the measured distance and directions shown on the Map of Boundary Survey are the some as the deed distances and directions. Not valid without the signature and the original raised seal of Florida Licensed Surveyor and Mapper. Additions or deletions to Map of Boundary Survey by other than signing party or parties is prohibited without written consent of the signing party or parties. This Survey Map and Report are not fuil and complete withoui: the o'ner. ORDERED BY: CERTIFY TO: CAMBRIDGE TITLE & CLOSING SERVICES, INC COLBY NEUMANN AND MARK TUMADA CAMBRIDGE TITLE & CLOSING SERVICES, INC 150 ALHAMBRA CIRCLE, SUITE 950 FINANCE OF AMERICA MORTGAGE LLC, ISAOA CORAL GABLES, FL 33134 WFG NATIONAL TITLE INSURANCE COMPANY PH:305-4768701 FormTech Seal: Job # 17-04030 Land Surveying, Inc. W11�4 State of Florida LB # 7980 017 12209 S.W. 129th Court, Miami, Florida, 33186 Date: Ph: (786)429-3034 (786)443-0285 (786)443-0678 Eugenia L. Formoso, P.S.M. ��„ www,formtechsurveyors.com email:info@formtechsurveyors.com State of Florida LS # 6660 Page 1 of 2 MAP OF BOUNDARY SURVEY OUL - DUL - FND. Lf O.i CL 0r 3� j in L �•'C� Y; � �j� '47 0 rr L?.. o J t �• K;r' �� n`:„g[ J i 0. V r� T FI00 f K Scale: I" = 20' 0' 70' 20' 40' GRAPHIC SCALE O U 'P/L 75.00' � 1 DUL — DUL — OUL — DUL [ &9. \°Oc Io A/C F 6.7' STEPS 10.1 ❑® 9 o o J �10.0' 0/0 2 L. ' 10.1' o c o th � :. Uje J U. ZO- a P q) ' `R/W _ CLP CONCRETE , DRIVE a 5' WOOD FENC� o � — OUL DUEL 5' WOOD FENCE 75.00' �' 3 �17' PARKWAY _ SOD E DUL - OUL - OUL - �. 1..01 /2" ID. • LQ••�ii :..: • r4 r.... r • J "' • • • a- {` 235.29' I1 ) 01/2 / FND. I.P.01/2� (NO ID.) BLOCK CORNER 16 ASPHALi PAC/Ej�AIwN7 ..: a EstTRLR E cE/ �'o This Survey Map and Report are not full and complete without the other. Encroachments and other points of interest: —None visible. A Arc ABBREVIATIONS & LEGEND Pg. Page —xx— Chain Link Fence FND Found R/W Right —of —Way Unknown Manhole �,Z Fire Hydrant —tt — Wood Fence U.E. Utility Easement Center Line Q Sewer Manhole E Electric Box —0--o-- Metal or plastic IP Iron Pipe Monument Line QQ Telephone Manhole ®P Light Pole Fence IR N&D Iron Rebar Nail & Disc WM TBM p Benchmark Water Meter �® — � Utility Pole OUL —Overhead O Utility line O COL. Column PWY Parkway wv W/P Water Pump Water Valve CLP Concrete Light Pole O + Spot Elevation P.B. PLat Book ENC Encroachment ® Catch basin O Property Corner FormTech Job # 17-04030 Date: 04-11-201717 Land Surveying, Inc. 'x.. State of Florida LB # 7980 12209 S.W.129th Court, Miami, Florida, 33186 Ph:(786)429-3034 (786)443-0285 (786)443-0678 www.formtechsurveyors.com email:info@formtechsurveyors.com Page 2 of 2 ,i 109." 36 a - % 351 I COLBY NEUMANN 786 210 9004 WER2442R AMERICAN WOODMARK �; I ��;-- M LEESBURG MAPLE w UF3 DSB36 BUTT UF3 BSS36R 1' COLOR: LINEN w — rf - f PLYWOOD SIDES CONSTRUCTION RECESSED DRAWER FRONTS m� N it ------? tf) v — IL ,. I Mf 1 co N :U v o i. 00 I � it — 1 m i DESIGN APPROVED BY: dz X M,. CV ' A 0 DATE: O CO — - r -o C COLBY NEUMANN 00 Z W ml- - 2 01 i N � a i cf) ---- --N— w m m - N v ° I (0 00 ' o -5 __. V)IJ W �0'A W W1 ,^ m U • ••• • 000 ••• • ^ i All dimensions .size designations •; Aiiis i9 an original design and must Designed: 9/3/20171 given are subject to verification on not be released or copied unless Printed: 9/3/2017 job site and adjustment to fit job applicable fee has been paid or job conditions. • • osder placed. •• •. i 90300230 --I All I Drawing #: 1 No Scale. 3 ------ ---- ----- -- 180V1 3 39 8 3011 21 045got 416 49" 311 75— 6411 VV2142R WER2442L -IN -IN B36 1TD BUTT BPPt RANGE1.3 LJ 8 DISHW24UF3 BER36L Y) M C 35" -36"- A7 4 " 36---- - ----- V W" 8611 00 0 00 0 49.. - 4 0 000 0 000 000 0 0 9818 All dimensions -size designations 0 0 I a TW19 is s ' original design and must Designed: 9/3/2017 0 . given are subject to verification on not be released or copied unless 3/2017_ job site and adjustment to fit job applicable fee has been paid or job conditions. • order rlaced. 90300230 IEII Drawing #: 11 No Scale. 10943vo 24 1 3go 6 4 w# 24 3wo 36 of 354- 2 U) 00 + -JCD IN WER2442L WER2442R (D U') BER36L U I DS 36 !J BSS36R WD C") 110 000 0 0 0 0 9 8 0 090 0 0 All dimensions -size designations 000 _Jp iw is., EL-1—ariginal design and must given are subject to verification on 0 0' t be released or copied unless job site and adjustment to fit job applicable fee has been paid or job I conditions. •0 oader placed. K %0.: 0 0 90300230 Designed: 9/3/2017 Printed: 9/3/2017 Drawing #: 1 J No Scale. 181 311 21 18" --- 36" 117A4'I' Oo C-4 - --- i VlUtj 113624 X 24 DP Bj (0 81 A8 fl .... ...... .... ...... 0 ,- Law � r • • t go: lip 60* �yt 1• • I 1, 1 V99 0*000 0 • ............ •� a f y�y mor IIIIl1 �� I t�� Y .... . _,ram. r .. S. ,..., .. ,. >fp r • • 000006 — ._ ._.. _. ' .ve.ph.Mmx� s J 'r^'+w+...vwiwwr..iw... �yy�� .• • • • • • • "{ ••••• i•0ir ••• ••i••• i 15'-0" 13'-0" 5'-3" FRIG. age NO POINT; LONG COUNTER TO BE MORE 'HAIL CD ° ° 2 FEET " OM G.F.I pRCITECTED RECEPTACLE PU I/W RECEPTACLE UNDER SINK, 17 - - FIXE APPLIANCES ON DEDICATED 11 ' Bathroom G„ �' i - - - Remodel Kitchen .... Remodel BATHROOM RECEPTACLE ON tip .. , ... • f • • • • 71 timi- UK! AND Gh PROTECTED • •: • • • • • • f , 0 ..... f • • CD • • • LFCTR CA- REVIEW OAVED ATE 19'-5" 13'-11" No. 1 Colby Neumann Description Date Revision 1 Date 1 1 Ground Floor Plan Project number - A101 Date 04 09 2018 Avi `- EGEPTACLE ON 20 AMP CKT AND G.F.I PROTECTED ,c POINI ALONG COUNTER TO BE MORE THAN, PROM G.F I PROTECTED RECEPTACLE P;i rpl* RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKT ODETECKE TOR VYN CUTLET OUTLET DOOR OPENER PANEL i E_ -EiC T ?!CAL No. Description Date Colby Neumann Single Family Home 1 141 N.W. 101 STREET Ground Floor Power Plan Protect number - El 02 Date 04 09 2018 Drawn by Author Checked by Checker Scale 1/4" = V-0" FAWUGW FAWLIGMT ••r• • • 0009 • • •••• • • • • ••••• 1900 r • •• •• � •••r to FAWLIGHT • � • EL EC.TIR;CAL. REVIIE'�Nt771 a a _ AP ' I13V i / ._ - —DATE _ No. Colby Neumann Description Date Ground Floor Lighting Plan Single Family Home 141 N.W. 101 STREET Protect number - E 101 Date 18 Drawn by ROA MROA Checked by - Scale 1/4" = V-0" E-E I T 7-1,44c`S) Miami Shores Village sAof *fa SCA"Lrz \ � I 4 7r ZONING DEPT R!-DG DEPT TO COMPLIANCE W FH ALL FED Ww& I C.AEcr 2+4 1 e-11A F-1 'boo ID" 0"I t,,�k Ro cst-� L k .giq, t Acza,- �am't-A 7 Ell 42"Kb2" -Kx62" - 42,11�K(oz" N - %:M# V.,CA. m m m C) Ac 01,C$rz,r im W. .4L 3-A I 0 00 0:0 Or 00: *00 so* Ole 00, 006 0.0 Wanp%tj�,c c 6 Av • 0 NAL/ tx- I % 0:0 0:0 600 N14 4.:.; Lziel C�A 00 :000 : : 00 0 0 0 •0 0 0 00: 0 Ot 6) RWC K U--LKo--*A + fAlkw Ir 2 00 600 0 0 0 0-6* 0 f 4 jj V ii "�� EEE _ .. �.........:..._....._........�_.._.. .ate--..,,.. - - +,.... .....�............e.,..: ..._,.....,.........,....... ••• • • • ••• • • Fi.�ia`fa.a October 10, 2017 0 AL-FAROOQ CORPORAT-IO"•• 469909 :•••': CONSULTING ENGINEERS & PRODUCT DE.VELbPME;MT-:• • .... . ..... Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Paf• Aeciirn Winr4MAIC P- rinnre 1 1 (` . •v.. • �VVMiM Y Y�1�V VYYV \A ✓VVI V, LVV Series "4000" Aluminum Sliding Glass Door — N.I. Series "4100" Aluminum Sliding Glass Door (Steel Reinforced) — L.M.I. Series 390HP Aluminum Sliding Glass Door — L.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by Assura vvindows & Doors, LLC. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. oincerely, PDEayM�O � -`No 70592�� • SJ �F ••�`' IFS oR`pPG`�� °"a; ""healed: 10/18/2017 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173IT: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooci@afceng.com INSTRUCTION'j; USE CHARTS AS FOLLOWS. STEP 1 DETERAIINE DESIGN WIND LOAD REQUIREMENT EASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETE %l INE DOOR CAPACITY FROM TABLE ON SHEET 2 FOR TIE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 2 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-390HP ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (61H EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE Z04E (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCiORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PR)VIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RIEVIEWEE BY BUILDING OFFICIAL, MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. iEAD ANCHORS LUSTER OF 4, 6 OR 8 6• MAX. AT SOLE ENDS - AAX SEE CHART ON SHEET 2 "�/ EP, 0 J� 1-0R CAPACITY �EDRS/ • tT. _ _'- a SILL MAX --_ SILL ANCHORS SILL TYPICAL ATUSTTILE ER OF ENDS 6 OR 8 CORNERSSEE CHART ON SHEET 2 FOR CAPAQrV • • • y ••�.y�•�•� �•• • • • i' 1• •I/�•I- E1ft U• • \TMIIYI�7ja • �A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PUITC'" ANO • • `\\�� A•� ,f•' • INSTALLATION PROVIDED HE/SHE THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \ PROVIDED OCUDOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� 'Q';.• VOENy`F'•. ) �� ' ON THIS DOCUMENT, 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF DAYLITE OPENINGS WIDTHS: ALTERED BY ANY MEANS. • • • z • IY • C- SITE SPECIFIC 'ROJECTS SNAIL BE PREPARED BY A RORI[♦♦ RF•ISTE _ .• t • �} • PANEL WIDTH - 8.0" ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF V'COIQ (E.O. FOR THE PRO, LET AND WHO WILL BE RESPONSIBLE FOR It PROP • • DAYLTE OPENING HEIGHT: USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS U EGAtE i�® S ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMR TO THIS l� R� SI PANEL HEIGHT - 8.0" SPECIFIC DRAWNNS FOR REVIEW. I /i �., ••••10►,•.•• cI PANEL HEIGHT = DOOR FRAME HEIGHT - 1.4375" D-THIS P.E.D. SHNLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIOVAL ENGINEER OF RECORD THAT PREPARED IT, /(�„uT1AP. •T\\,� o I S v f, dewing no. W 1.4-40 • • • • Sealed: A 016 W201-4 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . t CRART.Al &SIZN 104 COPA I Y - %F • wNvFEI .& waHES DD; &r. wcm G S r1gaB ;Ai e6e H EXT.(+) It4T.(-) 36 42 48 54 60 • • • • • : 0 • • 90.0 140.0 . 90.0 .0 • HOW 0 040.9 81 • 736 0 014.0 36 42 48 54 60 84 1 90.0 40. 90.0 140.0 90.0 140.0 81.7 127.0 73.5 81.7 36 42 48 54 60 90 90.0 140.0 90.0 T.0 90.0-_�140.0 81.7 90.7 57.2 57.2 36 42 48 54 60 96 90.0 140.0 90.0 I40.0 90.0 140.0 81.7 90.7 _ 57.2 _ _ 57.2 36 42 48 98 90.0 140.0 90.0 90.0 _.... 140.0 140.0 36 42 48 54 102 90.0 100_0 90.0 -� 100.0 90.0 ____100.0 63.5 63.5 36 42 48 108 90.0 100.0 90.0 100.0 90.0 100.0 36 42 48 114 70.0 70.0 70.0 70.0 70.0 70.0 36 42 48 120 70.0 70.0 70.0 CHART # ANCHOR LOAD C4PACITY - PSF • • • P��' we • • • FRANE NE wCA1F5 ANCHOR TYPE 'A' ANCHOR TYPE 'H' TYPE 'C' a ANCHORS AT YTO. St11B BIDS EXT. (+j INT. - a ANCHORS AT 00. STOB arms EXT. (+) INT. - _ 4 ANCN0ES ATMTO, MR IM EXT. (+) INL 1- a ANCHORS AT IM. STU ENDS EXT. (+) DIT. - a ANCHORS AT VM STHB ENDS EXT. (+) INT. - 4 ANCHORS AT Km s1H.E BIDS EXT. (+) INT. - a ANCHORS Ar IflO. ST08 ENDS EXT. (+) W.- 36 • 42 • 480 • 54 60 80 140.0 140.0 139.3 140.0 140.0 140.0 140.0 140.0 140.0 119.4 140.0 140.0 140.0 140.0 136.0 140.0 104.5 140.0 140.0 140.0 140.0 120.9 127.0 92.9_ /27.0 127.0 / 27.0 127.0 108.8 114.3 53.6 _ 114.3 114.3 _ 114.3 114.3 36 42 48 54 60 84 140.0 140.0 132.7 140.0 140.0 140.0 140.0 140.0 140.0 113.7 140.0 140.0 140.0 140.0 129.5 140.0 99.5 139.3 140.0 139.3 140.0 115.1 127.0 88.4 123.E 127.0 123.6 127.0 81.7 81.7 79.5 81.7 81.7 81.7 8 1. 7 36 42 48 54 60 90 140.11 138.1 140.0 140.0 1238 106.1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 120.9 140.0 92.9 130.0 140.0 130.0 140.0 90.7 90.7 82.5 90.7 90.7 90.7 90.7 57.2 57.2 57.2 57.2 57.2 57.2 57.2 36 42 48 54 60 96 140.0 140.0 1161 140.0 140.0 140.0 140.0 129.5 140.0 99.5 139.3 140.0 139.3 140.0 113.3 140.0 _ 87.1 121.9 140.0 121.9 140.0 90.7 90.7 77A 90.7 90.7 90.7 90.7 57.2 57.2 57.2 57.2 57.2 57.2 57.2 36 42 48 98 140.0 140.0 113.7 140.0 140.0 14p.0 140.0 126.9 140.0 97.:i 136.5 140.0 136.4 140.0 111.0 140.0' 85.1 119.4 140.0 119.4 140.0 36 36 42 48 54 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _ 100.0 93A 100.0 1_0_0.0 100.0 I00.0 100.0 100.0 819 - 100.0_ -100.0 100.0 100.0 63.5 63.5 63.5 63.5 63.5 63.5 63.5 36 42 48 108 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 88; t 100.0 100.0_ _ 100.0 100.0 100.0 100.0 77A _ 100.0 _ 100.0 100.0 100.0 36 42 48 48 114 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.11 70.0 _ 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 42 48 120 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ _ 70.0 70.0 70.0 69.'' 70.0 1 70.0 70.0 70.0 OVERAGE PANEL WIDTH = - DOOR WIDTH NUMBER OF PANELS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 3-1/2" SILL HEIGHTS. FOR 2-3/4' SILL HEIGHT LIMIT EXT.(+) LOADS "0 87.5 PSF SEE SHEET 4 FOR DETAILS V � a 9: 0 h• � J 6 S G G` S J. U W y OpSiC �' i 0 e7 tipo>� 0 a V. I � 0 '5 i; 4" TEMP. GLASS s -3/e' AIR SPACE op dr Z (4 O{ J/16' HEAT STREN'D CLASS \ .. 3 16" HEAT STREN'D GLA.tS ` -- / �., 090" Interlayer SentryGlcs \\\\ 090" Interloyer - SentryGlas J ( 6 By 'Nuraroy Americo, Inc.' By 'Kuroroy America, Ine.' p. F 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS p Z m SILICONE In ro 0 O o M 32 L. GE RGS 7700 SILICONE \ 2 GE RGS 7700 = x 3 . � 9 I o � II II 'OO E U Y x 35 I 35 c o_ a C O Co r 3a 9A CARDINAL XI_ o I p m J M a n�o EDGE SPACER ".- ST. STEEL N a E Ln,a h ! IO GLASS TYPE 'A' GLASS TYPE °H'--� 7/16' OVERALL LAMINATED GLASS 1-1/16' OVERALL INSUL. LAM. GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDIN3 COMMISSION o 0 DECLARATORY STATEM17 T DCA05-DEC-219 � v o c No. 70582 1 =I c K I,- u i1A� AT L a� drawing no. IN lP L #21848 �7rrr� ofVAL :% sheet Z of 97 Sealed: 10/1812017 OX (SHOWN) XO xX f�^ _ FRAME WIDTH �jI 30 1O E -D �3 L OXO (SHOWN) oxx xxo OXXO (SHOWN) oxxx xxxx APPRr�VED CONFIGURATIONS T r a NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR OETAE S SEE SHEETS 4 THRU 6. EXTERIOF: c u • • FIR i .�•— y,:•• VCENSLc '� R o b No. T0582 • • w�� • • AI Wi g no. ortp -•`. W t 4-40 r-L #21848 '.,,!O(V/4L��.r� sneer --- 3 of_U ... Pa ed:; O/Jfg�01. . . . . . . . . . . . .. .. . . . .. .. C) 0 cB STANDARD w1J i TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY WOOD BUCK �. ., - 6- X 3/4" X 1/8" ALUM BAR AT INTERLOCK/STILE ENDS W/ (2) #12 SCREWS SEAL WITH SILICONE I L 7J LIMIT MAX. LIMIT MAX. LWDS • I / W2 HIGH STRENGTH GROUT Cc - 5000 PSI MIN. :AL ANCHORS SEE ELEV.- FOR SPACING .NOT BY 'ASSURA WDW.' MUST TRANSFER SHEAR LOADS TO STRUCTURE SHIMS OPTIONAL WEEPHOLES: WI = (2) 5/16" X :3/8" WEEP NOTCH AT EACH END OF SILL W2 = (2) 3/16" X ,3/4" WEEP NOTCH AT EACH END OF SILL •• •• • `IH14nN; �•• — No, 40j% • • • • •�%� •' • • . 1ec. - e �� i d0bwift �no. W�4-40] \'�i,®�A` �.��%� sheet 4 of 9 FL #21848 • • • • Sealed: *0l181es17• • ••• • • • ••• • • 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING r 'A'AT HEAD-- 'ELCO' I TYPE - 1/4" DIA ULTRACON BY (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- .1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CIRECTLY INTO CONCRETE 1-1/4- MIN. EMBED INTO CONCRETE TYPE 'C- 1/4" DIA. TEKS OR SELF DRIWRG SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION EEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6062-T5 MIN.) ' STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ——I,STEEL IN CONTACT WITH ALUMINUM TO HE PLATED OR PAINTED) — — — — — AT SILL - — — — — — TYPE 'B'- 1L4" DIA ULTRACON BY 'ELCO(Fu-177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED —AT JAMBS- — — — 'A'- 'ELCO' TYPE 1/4" DIA. ULTRACON BY (Fu-177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO GONG. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'- 1/4 DIA, SELF DRILLING SCREW:: (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L— —(STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) ANCHOR EDGE,DtSTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = i" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAL) OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 20DO PSI MIN. TYPICAL ANCHORS SPACING PLASTIC CAP •�� •• u� c'i °> 6 €i c, TYPICAL ANCHDRS — IN PAIRS SEE EL FOR SPACING 4 �% 1� ---- p h cl I �� p °0lu CLnr� -- e TYPICAL ANCHORS paQa.+ p F O IN PAIRS a• Z O A SEE ELEV. FOR SPACING :L ZWy LL METAL 7 Iq .1 O 11 STRUCTURES Q Z 0 0 M C F.B.C. APPR'D MULLION 0'_-_ SEE SEPARATE APPROVAL D 3 u 0 D] n 3� 0 z N7 E v 00 -- ---- IN PAIRS PAIR ANCHORS IN SEE ELEV. FOR SPACING 111 1 1 1 1 1 1 •• ••• • f • • • - • • • 1.111 III � f_ No.70e�2 • 9 " k r • • FfJ'. •• • • • • % ® •. •8 _...._ d4awjpg n0. W14-40 FL 7�! i% LE=- __5_o1 9 #21848 1 1111L • • • • Sealed: i011QRG17• • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 0 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING aj - a 1/4' MAX. Z A j SHIMS © ! O D.LO. O 5 O f cz 24 s 3a iiAGG 24 8 � s0.".,� O C C :. _ 3B �. c&gad N ir Z IA O 33 5 24 .' . 3 b D.LO. 7 3 X 4 X 1/4" ALUM PLATE 13 B EXTERIOR 2 J AT BOTTOM OF INTERLOCK WIg PANEL DTH FASTENED TO STILE WITH PANEL #12 X 1" SMS O rn O C) DOOR FRAME WIDTH �_- O o �. 0 N7 K 18Y 4 WOOD BUCKS TYPICAL ANCHORS TYPICAL ANCHORS N d IN PAIRS IN PAIR' O SEE EPA6' SEE ELE\. % m c a FOR SPACING FOR SPACK C 9: n> M.O] n U(. 10 F . G � o0 _ m 11 1/4" MAX. 1/4' MAX � p � SHIME�- -a SHIMS - - SHIMS n O` Z o I 7M nn METAL Net E STRUCTURE �� _ '. g ^ 11 r C F i 33 s ES p a � � G � •' `ci u 5 e - 33� TYPICAL ANCHORS DOOR FRAME WIDTHp • SEE ELEV. • _ • • • • FOR SPACING • �- ::.' �. • • • • • m o ' J M No. 70M wf4• • •• ®••. � vwi.g-no1 FL #21848 \^�11jj11��/ sheat_8__of g • • • • Sealed: 10114W617• • • • • • • • • • • • • •• •• • • • •• •• ITBM PART / QUANTITY DESCRIPTION � ]fATER1AL NANF;/SUPPLIRR/RBNARHS 1 TM-34"' 1 FRAME HFAD 6063-TB - 2 TMW-3'I i FRAME SILL 6063-T6 - 3 TM-33:? 2 FRAME JAMB 4 TM-321 2/ PANEL PANEL TOP ANO BOTTOM RAIL 6063-i6 5 TM-32.9 i PANEL JAMS 511E 6063-T6 - 6 TM-32:L AS REOD. S7D. INNER INTERLOCK 6063-T6 7 11A-38, ----- AS REOD. --- HI -RISE OUTER INTERLOCK__ BOOS-T5 - B 71A-37I AS READ. --- HI -RISE ASTRN:AL STILE 6005-T5 - 9 1M-327 - 4/ PANEL GLAZING BEAD (LAM. GLASS) 6D63_T6 _ 9A TM-S2F 4/ PANEL GLAZING BEAD (WA. INSUL. GLASS)6063-T6 - 10 TN-J4FI 1/ FIX. PANEL Fl%. PANEL CLIP 8063-T6 - 11 TM-348 AS READ. FIX. PANEL CUP COVER 6083-TB - 12 TM-33Q AS REY)0. JAMB COVER (OPTIONAL) 6083-TB - 13 TM-36L 1 ASTRAGAL STIFFENER 6005-TS - 14A TM-342 AS REQD.� 2-3/4" SILL R�SER 6083-T6 - 14B TM-343 AS REOD. 3-1/2` SILL RISER 8063-T8 r Z 3 0 • h z Q i z a o S G ON�3• O oN� of0 rm 0600 Q �ZO �lum�a (L Z • Q —� i U S tlj O I� DO V O M 2 N In o� c _ O- t v o cod = 3am 0 qi �Z c0 N 0 aV�i d E ¢ram 0 U m N u M"ALANTS: • • • • • _.__ • • • • FRAME AND PANEL CORNERS AND INSTALLATION SCREWS • • • • • \��l .!d:F{ p7•�7i • AT SILL AND JAMBS SEALED WITH JOINT SEALANT. `��J••N •'O,�i�' R 'i • • • • A `/ dALwi*j no. •••...... 'QaG:.�`Y W f4-40 FL #21848 'YS�DNALI��.`� sheet 7_of g� w • • • 9ea14tld: 60116,4017• • • • • • • • • • • • ••• • • • ••• • • 5.152-__._..� .D78 T- p p 1.338 1.289 IIIOII^Ilul'�gL� 997 �_ .831 .124 � 3 1.267 Q FRAME HEAD 5.548 -.y L267 1.823 1.447 3.. TYP. 1 .942 .078 _382 -- .100 -5413� I O O FRAME SILL FRAME JAMB .158-3.062- 1.40 bl 1.26 T.0711 1.781 - .094 1.573 1.490078T-E 1003.082 i 4.812 --- 4.000-�i 2.069 4.000 PANEL TOP 6, BOTTOM RAIL I (�) HI -RISE ASTRAGAL .'J ASTRAGAL STIFFENER 887 -.125 1.677 TI.- 7 �k�-- 2.441 24 HOLLOW STIFFENER Q PANEL JAMB STILE 1.298 ,05 i2 �1 J.125 � - 4.000 GLAZING BEAD .078 O LAMINATED GLASS .130 1.490 ��lll'I'LLL..1..�1�L 1.923 2,57 I 1.29� --.0 188 i� 3.062 gA GLAZING BEAR LAM. INSUL GLASS ��- 1.!14 .982 II 1.071 to FIX. PANEL CUP j-.367 OSO �1� 1t FIX. PANEL CLIP COVER L°J STD. INNER INTERLOCK 4.000-� 216 ' �s .078 .81: TYP. �TT�ii-.OS4 � l�� 108 3.C62 rr�� .7) HI -RISE OLITER INTERLOCK 310 .249 112-J SILL ANCHOR COVER T I 000SSS 12 JAM.0571 BCCCCOVER .750 .750 .078 . 2.752 .078 1 3.502 .89I, HA .893 i 2-3/4" SILL RISER 159 3-1/2" SILL RISEF 374 -I 1� IF .094 .094 2 672 1 3.422 .893 .893 12-3/4" SILL RISER 148 3-1/2" SILL RISER •• ••• • • • • • • • •• • • • • b No.70M $ • 000= • •• b • s • .• dwwi•g no. • • • • • o '0 • �PIA� I� L #21848 7; �.�` IrUll{1\� _ -8-9 r 9 sheet • • • • Sealed: 410/W"176 • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • fRAME TOP CORNER PANEL TOP/BOTTOM CORNER w •• ••• • • • • • •• • •• • • • • ••• • ••• ••� ••� • ; �liwiiij4! see FL #21848 Lit 11 . • . . .. .. . . . .. .. ... . . . ... . . a n drawing o no. I W14-40 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21848 Date:10/9/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH FL 33069 Model Name: SERIES 390HP ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height:120" Maximum Load: +90 PSF. -140 PSF (Large Missile Impact) Installation Drawings # W14-40 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes —No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) ASTM E283 Air Infiltration American Test Lab of 10/22/14 02219.01-14 Stephen Warter, PE Leakage S. FI. ASTM E331 Water American Test Lab of 10/22/14 02219.01-14 Stephen Warter, PE OR ASTM 547 Penetration S. FI. & TAS 202 ASTM E330 I Uniform Static I American Test Lab of 1 10/22/14 1 02219.01-14 1 Stephen Warter, PE & TAS 202 Air Press. S. FI. ASTM F842 Forced Entry American Test Lab of 10/22/14 02219.01-14 Stephen Warter, PE S. FI. "• Supplemental Tests (Tested in accordance with TAS-201 and TAS-203 FBC 16�%:..:j Large Missile American Test 10/22/14 02219.01-14 Stephen Warter, PE �TQS 201&431.1 Impact & Cyclic Lab of S. FI. UnderWI Mitations of the attached installation drawings, to the best of my knowledge and ability, the .. • • • • • "above product conforms to the requirements of the 2017 Florida Building Code. •Evaluatiop.fteaQrt Engineer: ,,Mll,,, • I • • • • • No 70592 effload Ahmad NE It 70592 SrT r7 of AI-Farooq Corporation EB # 3538 %FS��OOR1�P'G��' Sealed: 10/18/2017 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afcenp,.com 0*0 see .::•• ASSURA WI N DOINS & DOORS ::. .. "AEI.- E$ 300 ,ALUMINUP I FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT - MISSILE LEVEL I'D" 4 No PE00 �0��' STATE ' '•.,LOR _GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION (2017), FOR USE WITHIN AND OUTSIDE THE 1,IGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS AS QUALIFIED IN TEST REPORT *0611.01-12 BY AMERICAN TIST LAB OF SOUTH FLORIDA. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE W;TH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR RI=GISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DDCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTA;LED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION, 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE, S. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BR ZINC COATED STEEL, GALVANIZED Si -EEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE KURARAY AMERICA, I NC. - TROSIFOL ULTRACLEAR, CLEAR AND COLOR PVB GLASS INTERLAYER N.O.A.* 16-1117.01 AND KURARAY AMERICA, INC. - SENTRYGLAS GLASS INTERLAYER N.O.A.# 14-0916.11 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SITE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC. BASIS. NOT BY ASSURA WINDOWS & DOORS, U.C. 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN IS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CCNSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS, ADDITIONS, OP OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 114VALIDATE THIS CERTIFICATION. 17. PRODUCT SHALL BE PERMANEITTLY LABELED WITH A MINIUMUM OF ONE LABEL PER SYSTEM CONTAINING THE FOLLOWING: ASSURA WINDOWS & DOOR:, LLC 1543 N. POWERLINE ROAD POMPANO BEACH, FL 33069 TAS 201/202/203 APPROVED BY FLORIDA BUILDING COMMISSION FLORIDA PRODUCT APPROVAL NUMBER FL # 15920.1-R2 1 15-2370 1 0 0 .. .. . . . .. .. . . . . . . . . . . . . ....... .... POSSIBLE.ARMITE. TRJKAL itiAeU: • • • • • •• • • • \0:00.:.. i�op •• •••1. 040 .... . • . UE SIDED TRIANGLE HALF -CIRCLE TRAPEZOID I HALF ELLIPTICAL LL HALF EYEBROW TRAPEZOID NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND SHAPE. EYEBROW PENTAGON -JOINT WELD ef� ( POINTS TYP. i (MAY VARY) ff SURFACE APPLIED FALSE MUNTINS OPTIONAL ARCH GOTHIC EX7ENDED FULL ELLIPSE y, y, �I — QUARTER SEGM=NT QUARTER CIRCLE FULL CIRCLE OCTAGON HALF ARCH OVAL ELIPTICAL2 gyp' y, HALF FAN EQUAL LEG HEXAGON TRIANGLE FAN ALLOWABLE SIZES to LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. HOTDOG ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf. MAX. Ll' MAX. FOR ANCHORS TWEA6C OR 6" MAX. FOR ANCHORS 2 3" MAX FROM ANY OR gyp, TYPE B CORNERNE R � � • No it 1 O 0O _--- -_-_�• ___ _� O Or e a JI O i 4 =tt �II= _ _--'I--- L-___ ii 1 FRAMIE .O. --{ � j FRA1�wm7H� :TYPICAL ELEVATION I D.L.O. WIDTH - WINDOW WIDTH -V L D.L.O. LENGTH - WINDOW LENGTH -4" FL #15920.1-R2 i i X Y NOTE. �— Y —t }— X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. J J 0 mote oI .6_6g �9 � mm MX8 ogoa S N 15-2370 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EXISTING HOST • STRUCTE jRE • a. • • OPTIONAL SURFACE APPLIED MUNTINS \ /\ EXITING HOST J STRUCTURE • • • • IAETAL STRUCTl11tE5 (STEEL OR EDGE DIST • • • • LUM.•1/8•MIN. THICK) •-� • EE 36 KSI IN. k114 HORS PER ANCHOR SEE MULLION APPROVALS FOR 2BY WOOD BUCI( UMIN�M: 063-T5 IN.DULE. SEE TYPICAL.•• • • • • • • ATION FOR SPACING MULLION TYPE AND SIZE. NO P w E E DEDGE DIST _ Ik ; _ —Ix OR 2x WOOD BUCK (OPTIONAL). yJ • N O • NLR�YASSURIR -• S7 0 • 14 MCVHIM • • 1 XSHIM `-'\ 14 1/4" MAX SHIM W.-CHORSCHEDUI.E. ' MAX SHIM•NCHGi25 PER •• ANCHOR SCHEDULE• z• ELE TY.ON NME& • • 4 ANCHORS PER CHORS PER EFI� ` SHEET 2/8 FOR AWCMOR SCMEOULE. Z £ m = m 0 :� SPACING SITE TYPICAL SEE TYPICAL i]W[2 N p O mz 3 ELEVATION ON SHEET 2O OR W u Y 0 SIiEET 2/8 FOR 3 Y^ SPACING SPACING c Lu DW..= w WOOD BUCKS A'NO METAL STRUCTURE (NOT BY ASSURA) - MUST SUSTAIN NO IMPOSED BY GLAZING SYSTEM 4ND TRANSFER THEIR TO THE BUILDING STRUCTURE. BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 (il -FOR SPACING 1/4" MAX SHIM ix OR 2. WOOD BUCK (OFTIONAL). NOT BY ASSURA. 1 TYPICAL SECTION 3 6" - 1'-0" VERT SECT TYPICAL PICAL ANCHORS. SEE ELEV ON PAGE 2/8 & ANCHOR CHARTS FOR SPACING & QUANTITY TYPE *A'- a/4" DIA. ULTRACON BY'ELCO' (Fu-�177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI LAIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4" DIA. ULTRACON BY'ELCO' (Fu=:177 KSI, FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPJ2 G=0.55 MIN) 1-1/2- MIN• PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy.90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE lIiREAD PLANE MIN.) STEEL: Ya" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-TS MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) YYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. FL # 15920.1412 1 15-2370 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . METAL STRUCTURES (STEEL OR • • • qMA, 1/3' MR* THICK)* • • STEEL: F> - -%RSI MI01. • • 91 UMI : 6003•TS MIR. iBV OR 28Y lj4' MAX SHIM • • • • • • • • WORD BUCK • *r•i• /4" MAX SHW • I 8 w• • ,40 I • • ANCHORS PER • • �_ • • • +I ANCHOR SCHEDULE. 14 • • • • • • ' SEE TYPICAL • • • ELEVATION ON SHEET ANCHORS PERANCHOR• • • 1 -v • 2/8 FOR SPACING SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING L _ 8 1 8 1 FRAME WIDTH ( x E NOTE: t Y —� �— X "{ WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. I EXAMPLE: i A WINDOW WITH A FRAME HEIGHT OF 63" AND FRAME WIDTH s OF 53%' HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR - GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 53%" AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE O FOR EXAMPLE VALUE IN SCHEDULE "A." INTERIOR BED OF "II EXTERI —D.L.O. —FRAME WI BED OF SEALANT 1/4' MAX SHIM j Ix OR 2x WOOD 4-4 �/ j ! BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEEP 2/8 FOR SPACING I �XISTING HOST I' STRUCTURE 2 TYPICAL SECTION 4 6" a 1'-0' HORIZ SECT SCHEDULE "A" FOR SQUARE (A RECTANGLE OPTIONS -OTHER SHAPES ARE. LIMITED Tot 70 Pd (SEEPAGE 2) DESIGN LOAD CAPACrr( (ASD METHOD) FRAME FRAME GLASS TYPE M1 G-ASS TYPE M2 GLASS TYPE M3 GLASS TYPE W GLASS TYPE M5 GLASS TYPE MB JGLAsa TYPE IG7 IrL4ss TYPE IG2 1ENSION (X) MENSION �) F 1-) HP.. - .. (� P..F (-)P.S. +)P F (-) ♦ P .F (-) (t .. (- ♦ ..F- - + (-) 25 VT 70 70 70 70 60 00 80 50 W 60 80 13D 70 70 60 I 5D 2W 37- 70 70 70 70 80 80 8o 80 60 so 00 13D 70 70 so so 53IV 70 70 70 70 6o 50 6o ao 50 so 6o 130 70 TO 00 0o 74' 70 TO 70 70 8D 80 60 80 BQ 60 6o 130 70 70 80 1051M TO TO 70 70 50 00 50 00 80 80 8D 13D 70 70 _60 Bo 80 1/1 114' 70 70 70 70 80 60 50 80 80 00 130 70 70 80 80 2017r 70 70 70 70 60 so 80 6o 80 so 80 130 To 70 so so 3r 68 66 70 70 5D 00 80 so— 60 so 80 130 70 TO 60 60 383W 53IV 65 65 70 70 _ 60 6o 80 80 Bo 80 00 130 65 65 00 0o 74- 65 85 70 TO 8D 60 60 60 80 0o so 130 65 _ 86 _ _ 60 eO 1051W - TO TO m 80 50 80 _ _ w 00 00 130 _ - _ - 50 6D III 1w - A TO OD 80 80 50 00 80 1 0o 130 - 50 BO 26IrZ 70 70 70 70 80 80 80 80 80 80 60 130 70 70 50 80 3r 00 68 70 70 80 _ 80 8D 80 60 60 6D 130 66 66 60 8D 50 YB' 53 LC 40 49 60 66 75 75 80 50 00 80 75 123 40 40 76 75 74• _ M 50 75 _ 75 00 80 .. 80 80 75 123 _ — 75 — ._7S - 106114, 80 50 80 00 75 123 III 1M 80 80 00 80 75 123 26117 70 70 70 70 80 80 8o Bo BO 6o 00 130 70 70 60 50 3r M 68 70 70 80 60 50 50 00 80 BO 130__ 08 00 50 es 53IW 41 47 63 63 72 n 60 80j— 80 80 6 76 — 72. 60 . _. _!jI _. 90 __Sa 47 47 72 n — 74• 70 70 - - 78 _ 1051M - - - 76 T5 111 V1' 0 78 10 26177 3r 70 Be 70 66 TO 70 70 70 60 OD _. 60 _ .-_ 0 0 80 00 .. 50 -60 80 13D 70 70 80 50 00 130 M _ 66 60 80631rr -"9 _ 6s 63 72 n 0_ EO_._ _so 72 1�7 - ---T1- 72 Atlr 64 •4 51 641061w - - 91111N' 31016O - 26117 70 70 70 7D e0 60 o 80 so 60 330 Im 70 70 00 eo 3r BB 86 70 7D BD 80 0 50 63 V8' 671 03 n n 0 80 6O n 11T 72 72 1)r 9 04 106 1M'1 --1M - 7 I- - - 4� No •0 S FL # 15920,1-R2 15-2370 . . ... . . . ... .. .. . . . .. .. . • • ••• • • • • ••• b R g a SCHEDULE°B� p JOR �QUIWE OR REr.T�NGLE �O•NS-ZITHEf j01E8`.f& WWTED TO t ro PA,(SEE PAGE 2)k8111MRDO, FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO! m Pd SEE PAGE 2 N T •. P.E. PE rolg-ji MUM KAASS _ .+ ♦ g cDxax �m�= wu1�g=�IQ W W Y N��j UO w N W J J 0 pole co RG Z cn ?� m x p 1r 2 Y .�'•, P,g s� x_ I W N = =fo 3" -c N .r Sw� r �� •� .. e� E FL # 15920.1-R2 o R'mm BI0N7s•B 15-2370 D.1® •rout NTS 0S .AN Dotxrn•N: _ DESI L APA (ASD METHOD) FRAME FRAME GLASS TY!• MI �LA63 TYPE M2 OWS TYPr•MO UES TYPE ). G ^ {'E Me GLASS TYPE Me LASS TYPE IG, TYPE 102 DIM ()n DIM lh r) F .) � r) ) (- r) :. (-jP r) (.) P. r P. .F (-) P. .f r) .. -) 24• m 70 ro ro BO so so eo e0 e0 so 100 m m so ea x• ro To ro To eo N �_ w so eo aq 1e0 ro ro eo eo str m To m 70 w so eo eo so so eb ,ao ro ro eo tw ar m To ro ro eb eo eo eo eo eo so teo m m eo eo ee• Or ro To _ ro eo eo 13o m m eo eo er eo• m m To _ eo - eo eo ao 130 m m eo eo •-- eo eo too m m eo eo = ae• ro To � To eo eo eo m ,eo ro m sb so Tr ro ro m 70 ao ,so ro ro a —so 74 m TO m m 80 80 so BO eo eD 80 190 ro ro t10 BO u- m ro ro ro ao so eo eo eo so eo ,ao ro ro eo eo w- ro m 70 ro - eo eo eo eo eo Iq m ,ao m ro eo eo �• m To m To eo so so to •o eo so 130 m - ro so eo 42 eo ,a m m so eo so— eo so _ so so ,so so so eo eo N• u K ro m N 80 eo !b e0 so so ,70 ez sz e0 er s: sz m ro so so so so so eo so ,>o e2 ez eo zsroeoeoao1aoers2mtl•szroeomeotoeoeo100 reueo7r-mmeoeoeosoaoeoeo,aoeo7r7oroeosoeotw+30eo J.D 24• ro iO m 70 Ba - !b N BO e0 80 so 190 m ro e0 e0 m- m ;b m ro- ao so aD w eo eo eo teo m ro en eo 26• ro ;o m m eo eo e0 so eo an e0 130 m ro eo eo 4r ao ja ro ro eo So eo eo so eo so ,so eo so w m - N• ez �. o� oo v000 as sas soon o�ssa as�i■s soo �sso� "v000 i��aso asas sor�o m� s asas v000 o��a asas m©® as s asas so asa a ®asas so�� asa�'a DODO �� DODO 0 as a r��o v000 � o asas soon :' o �sssas sovo : asa��a sas sor�o .' as a asas s©©© sas somas isisasa�ii sas spa asasa v�av ov�_iiLa � o�oso ono 0 os�s oo■o �sas�ii ssas aw ©o� s sa esas so as__ass_ doo�v �oo� os©v ©osos sovo . o�oso �i��■giv soo � issso�io oa s� assose sovo �sasa ©a�iia�i soo ®asas sovo �0000 00�0 �� 000 mom s� s�i�aia�i ©a a �esov v000 o�oso oaoo sovo m�oso ©osos s�� asovv oovov v000 asovo� v000 s■�so asosa� ' osos solo asoiso asas solo asass ©asas solo ssass seas sovo erase Y6' ANN. SEAUM" Ye" 1 DEPTH MIN. (TYP.) ' SETTING BLOCK 15 AT Y, 'OINT9 "' GLASS TYPES 9 7W'l I .090 BUTACI"TE PJB INTERUYER Yi" N.S. H.S. SEALANT %" I DEPTH MIN. (IYP.) SETTING BLOCK o 1u AT Y, POINTS ohm fmimm .090 BIITACITE PVB Ya" ANN. INTERUYER ANN. �hc AIR SPACE OH.S.%" 090 SGP INTERLAYER .090 SGP INTERUYER Yi ANN. H.S. Yi" TEMP �"TEMPSEALANT SEAUNTYB"ISEALANTIDEPTH MIN. (TYDEPTH MIN. (1W.)�DEPTH MIN. (TMP.)7 6 SETTING B�TTING BLOCKo�uSETTING BLOCK IIAT i�P�p � AT Ys POINTS � �� Gm ATY, POINTS m o t7 ' +r o c7 o t9 MATERIAL SCHEDULE ITEM PART DI_SCRIPTION MATERIAL MANUF. j SUPPLIER/REMARKS � N3007 O: )63' SILL/JAMB/HEADER EXTRUSION BOBS-T8 2 TM-328 1/8' GLASS STOP FOR 7' GLASS 6083-T6 3 TM-327 t�$' C1A44 STOP FOR 9/16" GLASS 6063-T6 4 ' - 0.050" SNAP COVER 6083-T6 S - 0.370" HIGH D WNYUi BULB AND 0.187" T-SLOT TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAB 6 '32001 VI'dYl BULB - 0.775'0 INSULATED CLASS GLAZING BEAD AMESBVRY i !32011 VI JYL BULB - 0.270"/ 7/16 AND 9/16 GU54 GLAZING BEAD AMESBURY $ - (2) /IB % t SYS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANiUUR WINDOW SHAPES ONLY 9 I- SEAM SEALER ACRYLIC SCHNEE-MOREHEAD 10 - — 1 1 - SETTING BLOCK 1' LONG A7 7/4 POINTS XN:X DENSITY RUBBER 70-90 SHORE A DUROMETER W,RDNESS 1 - 01'T10NAL SURFACE APPLIED MUMINS 8083-TB ) - R/,PID STRENGTH RC57700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTI IE PERFORMANCE MATERIALS I ALUMINUM "U" CHANNEL 2' LONG AT EVERY ANCHOR LOCATION (TYP.) 5052 N32 ALUMINUM I - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL I - 7/18" %L EDGE CUSS SPACER STAINLESS STEEL ALL METAL I - PRIMARY SEAL PIB ) - SECONDARY SEAL SILICONE .090 SGP [NTERUYER )'ic H.S. )'ie H.S. SEALANT ST,' I DEPTIi MIN. (TYP.) SETTING BLOCK i`iJl AT Y, POINT'S CAlump .090 BIFFACIfE PVB rya' H.S. INTERUYER t}(a H.S. 6 �" AIR SPACE Yi H.S. SEALANT DLPTH MIN. (TwJ 1 i SETTING BLOCK Q AT 3/4 POINTS -- ol7m I� G NoP-p �Q ` N F ST FL # 15920.1--R2 15-2370 m ,. . . ... . . . • .. . ... .. .. • .. . . • • • .. . . . . • ••• . . ....... ..•. :DANK L �EIMIMDO, P.E. 0.129 s • • • • • • • • • • • • • • • • 0.080 0.570 004 = No E0048 0.031 0. D50 _ (� cN: a • • • • • • • • • • • • SURFACES �_ I ;0��,•'• F A7� •• i•i • • • i i i i• IC -Ij--. • • • • • ,y M 8 / •i7.i M c a 0.056 52 0.095 W 3 0.050 t L j M aY O 1� �+ ~ IRi 1.26!i q (2) o � o. 3 3 jj o ETwosEo 0.202 Z x a SURFACES � s � mi IV 2 �7..139� o � 0.050# 0.185 O _� 3.033 NOTE; 0.813 --1 y6 q CAA PART .14ISNOTREQUIRED 1.000 WHEN USING THIS EXTRUSION 0.420 ui g 0.270 c m � 0.025 �� p p ?— !i ■ � °o` J °° ° p �"• 12 �l ooriw•n••�wewa� 0.o7o_t__ 0.030 0.028# . 0.0224 . —� 0,090 % 15-2370 "Is 0.080 La o.oeo 01 b 1e b ed NOTE: OC) O EXTRUSIONS NOT TO SCALE. FL # 15920.1.-R2 e . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . jlENNARDO, P.E. 11 • • • • • • • • • • • • • • • • • • \\\\\\\l\ \ ENsc;' • • • • • • • NoP 0 " o_f FRAMES OF NON U %�O� S • • • • • • • • • • • • • • • • • RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN ..S '�CCS ' • !N v. • i LIEU OF SCREW SPLINE • • • • • ASSEMBLY (TYP.) �a <>Hl E. owl 9� 0 u U o m P m ipp M NFa1 O LL W M 2 . m o ? p�gg" a Z f�g R DiLLa �rn� a x SEAM SEAL MAY HAVE TO BE o REAPPLIED IN THE FIELD Si BEFORE INSTALLATION OF = WINDOW, INSPECT ALL JOI\ITS TO ENSURE A PROPER SEAL Q E COPMM•if ENDEE9•q E771B! 15-2370 FL #15920.1-R2 01 m #Bx 1' GRADE 2 SMS (FOR 90° CORNERS ONLY) O a QtPoEaR.T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRE111180 EXPER1 i PRODUCT EVALUATION REPORT December 18, 2017 Application Number: EX Project Number: Product Manufac+arer. Manufacturer Address: Product Name & Description: Scope of Evaluation: FL#15920.1-R2 15-2370 Assura Windows &Doc LLC 1543 N. Powerline Road Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2370 titled "Assura Windows & Doors Series 300 Aluminum Fixed Window', sheets 1.8, Prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test - report(s) #0611.01-12 by American Test Lab of South Florida (ATL) and signed and sealed by Henry Hattem, P.E. Agepissile Impact resistance and cyclic loading performance have been tested in accordance with TAS • • • ; 2010,202 & 203 18Ostandards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL) • "gigned and sealed by Henry Hattem, P.E. �; • • STRl1fCTf3itAL ENGINEERING CALCULATIONS ..... ¢.t=ucJeral er�ggtjng calculations have been prepared which a i • • • • ; • evaluele the p yct based on comparative and/or rationalr . • aZt */4s to geisi& the following design criteria: �_ through • • • • : lY .6pphor Spacing o 2 • ftimum Allowable Size/Pressure �' 1 O' l • �mbinations - • • , • 3, •ArOhitectural Shape Options '.... • 4. Glass Capacity ral n f#p `��: PE(>m/ •F�oQ�j�: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLdRIp�i 4 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS. COM VORDAUM"MM" DALWftftM®W"WW-#M-UPME FL"MWN=6 flDPGAFF"V'MPMT A61WA1�ff�OGEYA{.0.W0.1DOC XPRESS•I NG 12/18/2017 Assura Windows & Doors, LLC — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 5. Anchor Capacity • No 33% increase In allowable stress has been used in the design of each product. ...:.. • The following are approved for use in the HVHZ as specified in their corresponding NOAY . : • • .: • .... . • Kuraray America, Inc. - Trosifol Ultraclear, Clear and Color PVB glass mitts jayer NA). 4 16-1117.01 .• •• •• • • Kuraray America, Inc. — SentryGlas Glass Interiayer N.O.A.# 14-091pi � ; 0 impact Resistance: . . Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for In the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). installation Each product listed above shall be installed In strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM "140JlCrwlso»M"=AlM.OMMWW= v-ru-UPOMfUMFORm PL011D flD=rF§Mrno WWR%= EVL4wumaoc • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 525 ALUMINUM FIXED CASEMENT WINDC, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER F.B.C. APPR'D WINDOWS USING F.B.C. APPROVED MULL1014S IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS DR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD WATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6114 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL 3E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF .%NCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRUMS, THAT COME INTO CONT)cT WITH OTHER DISSIMILAR MATERW.S SHALL MEET THE REQUIREMENTS OF' THE 2014/2017 FLORIDA BLDG, CODE & ADOPTED STANDARDS. THIS PRODUCT AFPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE PATH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. FALS (SURF kwl MUNTIN' BE U A tD 1 II II II II II I II It II 11 C II II 11 11 H II 11 I I II 11 II it 11 11 it II u n u n u u II B P 16 1/2- MAX. v MAX. CORNERS MNCAL ELEVATION DAYLITE OPENINGS: D.L.O. HEIGHT m WINDOW HEIGHT - 8.250" D.L.O. WIDTH WINDOW WIDTH - 8.250' FL #25612 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATON OF THIS PRODUCT BASED ON THIS PRWUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED FN'•,�b ' `\ �P;.•. ON THIS DOCUMENT. B-THIS PROOUCT EVALUATION DOCUMENT WALL BE CONSI)ERED INVALID IF ALTERED RT ANY MEANS. _� . 70M C-SITE SPECIFIC PROJECTS STALL BE PREPARED BY A FLORIDA REGISTERED T'7 ENCNEER OR ARCIVECT WHICH WILL BECOME THE ENGMUR OF RECORD ([.OR.) •' FOR THE PROJECT AND WHO WILL BE RESPONS BLE VR THE PROPER USE OF -HE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED •, ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE '�i SPECIFIC )RAWRIGS FOR REVIEW. ��1•'�� _ D�',• \ D- THIS P.E.C. SHALL BEAR THE DATE AND ORIGINAL SEA. ISO SIGNATURE OF // �Q• '••••• \\� THE PROFtS901AL ENGINEER OF RECORD THAT PREPARED IT. /AL ,'�\\\ Sealed: 12/15/2017 b 4 S o drawing no. W17-18 . . .... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • •• • •• • • • • • • • •• • • • • ••• ••• • ••• • .... . • • ... .. • ••• • • • • •• • • • • • • •• • • • • • ••• •• 3/16" ANN. GLASS 090' Interlayer Trosifol PY8 By 'Kuroray America. Inc.' 3/16" ANN. GLASS � m s z � io 5 cs 10 SILICONE �-RGS 7700 7 AT 1 /4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7.116' OVERALL LAM. CLASS NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 1 /4" ANN. GLASS 090' Interloysr VSafl.ft Gear And Color Gloss By Eastman Chemical CO.' ,1/4" ANN. GLASS P i 3 io SILICONE RGS 7700 7 AT 1/4 POINTS ON LRES WIDER: THAN 36' ONLY GLASS TYPE ',JU 9/16" OVERALL LAM. CLASS GLAZING OPTIONS 1/4" TEMP. GLASS 5/16' AIR SPACE 3/16" HEAT STREWD GLASS 090" Interlayer TrosHol PVB \ 1 By Kuroroy America, Inc.' 111 r-3/16" HEAT STREN'D ;IAASS 9 Fw�v DURASEAL SPACER BY 'OVANEX' \ 7 AT 1/4 POINTS ALL SIZES S�LASS TYPE 'C' 1' OVERALL INSUL LAM. GLASS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPES A', 'B' A: 'C' WINDOW DIMS. CLASS TYP68 I A', 'B' A: 'C' WIDTH LENGTH EXT.(+) INT. (-) WIDTH LENGTH EXT.(+) INT. (-) t9-1/B' 26-1/2' 37" 48' 53-1/6" 26' 70.0 75.0 W. 42' 48' 54" 60" 66" 72" 78' 38" 70.0 75.0 70.0 75,0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 19-1/8" 26-1/2' 37` Q. 53-1/8' 38-3/8' 1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 69.3 74.3 38' 42" Q. 54" W. 66" 42' 70.0 75.0 69.3 74.3 63.3 67.9 19-1/8" 26-1/2' 37` 48' 53-1/3" 50-5/8" 70.0 75.0 53.3 67.9 70.0 75.0 53.3 $7.9 704 75.0 63.3 67.9 S5.4 59.4 53A 07.9 52.5 56.3 38" 42" 48" 54" 60' 4B' 1 70.0 75.0 19-1/8" 26-1/2" 37" 63` 70.0 75.0 93.3 67.9 70.0 75.0 55.4 59.4 70.0 75.0 35.4 59.4 19-1/8" 26-1/2" 37' 76' 70.0 75.0 55.4 59.4 70.0 75.0 38" 42" 48' 54" 54' 70.0 75.0 70.0 75.0 63.3 67.9 19-1/a" 26-1/2" 37' 78' 70A 75,0 55.4 59.4 70.0 1 75.0 49.3 52.8 70.0 75.0 38" 42` 48' 80" 70.0 75.0 63.3 67.9 15.4 59.4 70.0 75.0 63.3 67.9 H±i 70.0 75.0 10.0 75.0 FL #25612 Sealed: 12/15/2017 8 5 drawing no. W17-18 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS SEE ELEV. EDGE DIST. • • FOR46PAC T4,!! •la •.'• ��' •6•,.. ...... ...: B k- T�MON 9. � �1... _�, a a .. a • TYPICAL ANCHORS SEE ELEDGE OISf. EV. -� n FOR SPACING TYPICAL ANCHORS THIS FRAME WITH 2" LONG SHEAR CUPS AT ANCHOR LOCATIONS CAN BE USED IN UEU OF STD. FRAME FOR ALL ANCHORING CONDITIONS SHOWN. IC RS r-----------------�j MULLION h -- MULLION AM:NORS I j SEE SEPARATE APPROVAL ii 1 j EtCE UISTJ I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILD NG STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,1,L4- DIA. ULTRAQDN BY 'EI O' (Fu-177 KSI, Fy-155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j,/!_ DIA. TEKS OR SELF DRILLING SIMEWS (GRADE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-TE MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KS] MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) =AI EQ9E IHCTANY:F INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. FL #25612 Sealed: 12/1512017 a 8 x drawing no, W17-18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . �� •moo • • • • • • • • 1/4- MAX. sHlu EXTERIOR MY W000 BUCKS F.B.C. MAX" TYPICAL ANCHORS SEE ELEV. FOR SPACING FL #25612 Sealed: 12/15/2017 drowing no. W17-18 . . ... . . . ... 3.010 ' .913 • • • • • • • f 4.126 2.275 LA•• 11624, •• • • • •• 2.135 OO FRAME to 050 174 I.768 r .814 .413 O FI z j— �-.O90 FRAME COVER (OPTIONAL) --I .575 � SHEAR CUP .938 6 i-I 1 .20J --i Q GLAZING BEAD (LAM. GLASS) .130 .938� 8 LI .203--I (S GLAZING EEAD (INSUL. LAM. GLASS) .270 ,175 .3350 .180-♦•--1 .18411 EXTERIOR GLAZING SPACER SCALE 1:1 OO CORNER KEYS ALT. FRAME 0 ITEM PARS / QUANTITY DESCRIPTION MATERIAL MANP./SUPPTIBR/RMARKS 1 - 4 WINDOW FRAME 6063-T6 - 1A '11-360 4 ALT. WIDOW FRAME 6063-T6 2 4 FRAME COVER (OPTIONAL) 6063-TB 3 - 4 MA21NO BEAD (LAM. GLA48) 60B3-T8 - 3A ' - 4 GLAZING BEAD QNSUL LAM. GLASS) 6010-T6 - 4 /10 X 1-1/2' 2/ CORNER ASSEMBLY FASTENERS CRS PH 5IAS 4A 010 X 3- 1/ CORNER ASSEMBLY FASTENERS ORS PH yAS 3 - 1/ CORNER CORNER KEY, .DSO- THK. A1A116N181 - SA 1/ CORNER CORNER KEY, .360" THK. ALUMMUM 6 32001 AS REOD. EXTERIOR GLAZING SPACER (FOAM FILLED 0") TPE POLYPROPYLENE DUROME(ER 70t3 SHORE A 6A 32011 AS REOD. EXTERIOR GLAZING SPACER (FOAM FILLED BULB) TPE POLYPROPYLENE OUROMETER 70*3 SHORE A 7 - 2/ LITE SETTING BLOCK, AT 1/4 POINTS EPOM DUROMETER 85±5 SHORE A 8 I - I AS REOD. SHEAR CLIP, 2' LONG. AT ANCHOR LOCATIONS 5052-H32 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH n CRL SMALL JOINT SEALER. TYP. CORNER RETAIL %No- mm FL #25612 Sealed: 12/15/2017 n_ d � Q drawing no. W17-18 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 25612 Date:12/15/2017 Detailed Product Description: Manufacturer: ASSURA WINDOWS & DOORS, LLC. Manufacturer Address: 1543 N POWERLINE ROAD. POMPANO BEACH, FL 33069 Model Name: SERIES 525 ALUMINUM FIXED CASEMENT WINDOW Maximum Frame Width: 78" Maximum Frame Height: 78" Maximum Load: +70 PSF. -75 PSF (Large Missile Impact) Installation Drawings# W17-18 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 301/I.S.2/NAFS/TAS-202) TEST DESCRIMM TEST LOCATION TEST REPORT TEST REPORT # Test DATE Sealed by A5I M E283 & Air Infiltration American Test Lab 2/18/2013 0108.01-13 Henry Hattem, TAS 202 Leakage of South Florida 12/17/2012 1213.01-12 P.E. ASTM E331 Water American Test Lab 2/18/2013 0108.01-13 Henry Hattem, OR ASTM 547 & Penetration of South Florida 12/17/2012 1213.01-12 P.E. TAS 202 ASTM E330 Uniform Static American Test Lab 2/18/2013 0108.01-13 Henry Hattem, & TAS 202 Air Press. of South Florida 12/17/2012 1213.01-12 P.E. ASTM F 588 Forced Entry American Test Lab 12/17/2012 1211.01-12 Henry Hattem; of South Florida P.E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) • • • TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test • • : . • • • DATE REPORT # Sealed by •• BC 1626.2 Large Missile American Test Lab 2/18/2013 0108.01-13 Henry Hattem, P.E. As 201&93 Impact & Cyclic of South Florida 12/17/2012 1213.01-12 • •Under thedinmitations of the attached installation drawings, to the best of my knowledge and ability, the above • • • •. • • product conforms to the requirements of the 2017 Florida Building Code. fv;luatio;• sport Engineer: "",,,,, •••••• `,�*AGE"-P��i �`,,,'• No TOS92 • •••••• lavad Ahm id • PE # 70592 ¢= Alfaroogtorpbration EB#3538 9�t 5T OF ..... �!iBjONA��r.+`� •• Sealed:12/1512017 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I alfarooq@afcene.com MecaWind Pro v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 03/27/2018 Project No. . - Company Name E.C.& ASSOCIATES, INC Designed By E.C. Address 14811 SW 9TH LN Description WIND PRESSURES City MIAMI SHORES Customer Name GREG NEUMANN State FL Proj Location 141 NW 101 ST File Location: C:\Users\BLAS\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175 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 Pitch of Roof = 4.0: 12 Slope of Roof(Theta) = 18.4 Deg h: Mean Roof Ht = 12.00 ft Type of Roof = HIP RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.50 ft Overhead Type = Ohang Bldg Length Along Ridge = 33.50 ft Bldg Width Across Ridge= 30.60 ft Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .60 Width of Pressure Coefficient Zone "a" _ Description Width Span Area Zone Max Min -------------------------------------------------------- ft ft ft^2 GCp GCp NORTH GL DRS3x48x80 4.00 6.66 80.0 4 0.95 -1.10 NORTH FIXED 46x48 3.83 4.00 15.3 4 0.98 -1.05 SOUTH GARAGE DOOR 8.00 8.00 64.0 5 0.77 -1.00 NORTH CASE 36x48 3.00 4.00 12.0 4 0.95 -1.10 NORTH CASE 24X33 2.00 2.75 5.0 4 1.00 -1.10 SOUTH FIXED 42x62 3.50 5.17 18.1 4 0.95 -1.05 SOUTH FIXED 42x62 3.50 5.17 18.1 4 0.95 -1.05 SOUTH FIXED 42x62 3.50 5.17 18.1 4 0.95 -1.05 SOUTH FIXED 42x62 3.50 5.17 18.1 5 0.95 -1.31 SOUTH FIXED 48x72 4.00 6.00 24.0 4 0.95 -1.05 EAST CASE 36x48 3.00 4.00 12.0 4 0.95 -1.10 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 3.00 ft Max P Min P •••• •••••• psf psf �'� • • • • • • • --------------- • • • • •••••• 45.40 -49.45 • 45.10 -49.10 •••••• • ' • 38.00 -47.15 �•• •• • • 45.40 -49.45 ••••'• •••• • •• ••••• 47.14 -49.45 • • 45.10 -49.10 •00900 • • • •• • • ••••� 45.10 -49.10 •• •• • •••• •••••• 45.10 -49.10 •'•••' • • • 45.10 -59.13 i • • • 45.10 -49.10 • �•'••• 45.40 -49.45 • • • • • • = 0.85 •• • = 33.96 psf LICC" . 9 W '''• Op r' D pA it "`rrnrrrrrni�inn«u AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 15726 Date:2/23/2015 Detailed Product Description : Manufacturer: T.M. WINDOWS, LLC. Manufacturer Address: 601 N.W. 12T" AVENUE — POMPANO BEACH, FL. 33069 Model Name: SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width: 66" Maximum Frame Height: 108" Maximum Load: +80 PSF, -95 PSF (Large Missile Impact) Installation Drawings # W12-31 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. • • See charts on installation drawings for combinations of span vs. load. • • ' • • Comparative analysis used X Yes • • —No • • • • • Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-02/TA9550 • • • TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT # ' • • •test • • DATE by • • •Sealed ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL-6868 • 6ftip trinson OP 6 Leakage Laboratory • • • • • • ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marl Brinson.P. h,.• OR ASTM 547 Penetration Laboratory • • • ' & TAS 202 " ' • • ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, • & TAS 202 Air Press. Laboratory 06/18/2012 FTL-6976 Marlin Brinson, P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter, P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. Laboratory 1235 SW 87" Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alf3rooa@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 FTL-6868 Marlin Brinson, P.E. (TAS 201 & 203) Impact & Testing Laboratory 06/18/2012 FTL-6976 Marlin Brinson, P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Waiter, P.E. American Test Lab of South Florida Linder the limitations of the attached installation drawings, to the best of my knowledge and ability, the above window/door product conforms to the requireMgn)n` of the 2014 Florida Building Code. Evaluation Report Engineer: No 70592 Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 ? o:, sT T o n 10 Date & Time: 02/25/15 15:17 K\Y'\users\veronica\StatewltleNA tvaluatlons\t MWIf1(J0W\LU14 FHL\j`JU SLi U\J9U S,W ILMI)-t At LU14.000 Vo 11 • e••• • •��r�• 1 • 6 :*go*: ollegilo 1235 SW 871h Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000aafceng.com ENGINEERING EXPRESS P ■ E ■ R ■T■® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT 4/27/2015 Application Number: FL#15920.1-R1 EX Project Number: 15-2370 Product Manufacturer: TM Windows, LLC Manufacturer Address: 601 N.W. 12th Ave. .... Pompano Beach, Florida 33069 • • Product Name & Description: Series 300 Aluminum Fixed Window " ' •' • ; ' Large & Small Missile Impact Resistant • • • • • • • • • • • • • • • • • Scope of Evaluation: .... • . .. ..... This Product Evaluation Report is being issued in accordance with the requirements of the Flsride• • • • • • • • :.. • Department of Business and Professional Regulation (Florida Building Commission) Rule ChQpt9rA1t20- '.;..' ...... 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has beer6tgjtgq • • and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition • (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-&aluatidn of this product shall be required following pertinent Florida Building Code modifications or revisic:is. • • • • • • • • Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2370 titled "Series 300 Aluminum Fixed Window', sheets 1-8, prepared by Engineering I Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33 PHONE:954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM Valid for ENGINEERING EXPRESS' 4/27/2015 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance •• • Each product has been designed to resist wind loads as indicated in the design schedule(s) & MA: *' respective Product Evaluation Document (i.e. engineering drawing). 000000 Installation •••••• Each product listed above shall be installed in strict compliance with its respective Product E vaualiorr Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Produj EV3'lujion Document (i.e. engineering drawing). • Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM M®��E MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov%ecanomF T.M. Windows, LLC 601 NW 12'b Avenue Pompano Beach, FL 33069 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 Counl;3�.rjpserve the right to have this product or material tested for quality assurance purposes. IfAis product or. inaierial o o 9 e e o fails to perform in the accepted manner, the manufacturer will incur the expense of s*tiWt&ting and tho-AHJ •• may immediately revoke, modify, or suspend the use of such product or material 4vilNti-their jurisdiction. • • • • • RER reserves the right to revoke this acceptance, if it is determined by Miam";de County 'Product ; • . • • ; Control Section that this product or material fails to meet the requirements of the appltdMc builcQllg cbde. ' This product is approved as described herein, and has been designed to comply with' the Florida Auilding • •: • Code, including the High Velocity Hurricane Zone. • •: • •: .00. • • • • • DESCRIPTION: Series "350" Aluminum Sliding Glass Door w/ Reinforcement&-.&M.I. 0 . • APPROVAL DOCUMENT: Drawing No. W02-117, titled "Series 350-Aluih. Sluing iWa4 door • • • • • • (S.M.I.)", sheets 01 through 07 of 07, dated 12/19/02, with revision "D" dated 03;13/4�� prepare �I �y Al- • • • • Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade CouritX 9j•6duct Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled 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 renews NOA No.12-0507.06 and consists of this page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No. 134517.01 r f _ Expiration Date: July 03, 2018 Approval Date: June 27, 2013 Page l T.M. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted iiiirler previous NOA No. 07-1126.01) 2. Drawing No. W02-117, titled "Series 350—Alum. Sliding Glass Door (S.M.I.)", sheets 01 through 07 of 07, dated 12/19/02, with revision "D" dated 03/13/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted un(ler previous NOA No.12-0507.06) 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 • 0000 . 4) Small Missile Impact Test per FBC, TAS Al-94. "" ' • 5) Large Missile Impact Test per FBC TAS 2Q,.�4. • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and.TA%202-94 . 7) Cyclic Wind Pressure Loading per FBC, TAUS *2 3 94 ; • . • • • along with marked -up drawings and installation diagram of an a111Mnum slidiirg glass door, prepared by Fenestration Testing Laboratory, Inc., Test X(�4A No. �•5438: • • : • dated 01/11/08, signed and sealed by Michael Wenzel, P. E. ...... . .• (Submitted under previous NOA No. 07-1126.01) •• ••.• 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: . • ;.... 2) Uniform Static Air Pressure Test, Loading peroFBr—, TM %0,14400 ' 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with narked —up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5213 dated 05/03/07, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA No. 07-1126.01) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3087, dated 07/01/01, FTL -3125, dated 10/26/01 and FTL-3127, dated 01/22/02, signed and sealed by Luis A. Figueredo, P. E. (Submitted under previous NOA No. 07-1126.01) Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 134517.01 Expiration Date: July 03, 2018 Approval Date: June 27, 2013 E-1 T.M. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 04/18/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0507.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS , • • • • , 1. Notice of Acceptance No.12-1231.10 issued to Eastman CheAiic*t Company'(MA) " for their "Saflex Clear and Color Glass Interlayers" dated 034U/J., expiti,ulga 05/21/16. 2. American Vinyl Company Part No. GG-75 PVC gasket P/N 1148tojnplyftl vith the* • ASTM C792 Specific Gravity 1.51, ASTM D2240 Hardness 1275 ShoreA,'1kSTM":". D638 Tensile stress 730 psi and Tensile strength 1460 psi, A$f;a,t 746:V�ltjkness,;,,,• temperature of —350C (-31.0°F). ...... .' . . . . ...... F. STATEMENTS ' 1. Statement letter of no financial interest, conformance and complyingwith f%C:-9010,' issued by Al—Farooq Corporation, dated 04/18/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0507.06) 2. Laboratory compliance letter for Test Reports No.'s FTL-5438 dated 01/11/08 and FTL-5213 dated 05/03/07, all issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA No. 07-1126.01) 3. Laboratory compliance letter for Test Reports No.'s FTL-3087, dated 07/01/01, FTL-3125, dated 10/26/01 and FTL-3127, dated 01/22/02, all issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis A. Figueredo, P. E. (Sttbt)titted wider previous NOA 1Vo. 07-1126.01) G. OTHERS 1. Notice of Acceptance No. 12-0507.06, issued to T.M. Window & Door LLC for their Series "350 Aluminum Sliding Glass Door w/ Reinforcements — S.M.I.", approved on 07/26/12 and expiring on 07/03/13. Jaime A Gascon, P. E. Product Control Section Supervisor NOA No. 13-0517.01 Expiration Date: July 03, 2018 Approval Date: June 27, 2013 E-2 .3" 3" CLUSTER OF 8 ANCHORS 14" 3 ~SEE CHART AT SHEET 3 14" LONG REINFORCING CHANNELS AT MTG. STILES 6" LONG REINFORCING CHANNELS AT ENDS dt INTERMEDIATE LOCATIONS. HEAD ANCHORS VI/ RECEPTOR \J 3: 6' MAX. M CLUSTER OF 6 ANCHORS HEAD/SILL 14" MAX. — SEE CHART AT SHEET 2 CORNERS y/ _ HEAD ANCHORS W/O RECEPTOR } MODEL 350 S.M.I. HI -LOAD REINFORCED ALUMINUM SLIDING GLASS DOOR DOORS WITH LAMINATED GLASS RATED FOR SMALL MISSILE IMPACT. x MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS 0 REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. 0 SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. SEE CHARTS ON SHEETS 2 & 3 FOR DESIGN LOADS AND ANCHOR OPTIONS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A // C D E D C OPPOSITE OPPOSITE F- U w z o o /J C\j� w a J 6 a " � PRODUCT as eomplyu NEWED nth the Florida N Buitding .. �.3 06I D.L. OPG. D.L. OPG. FIX. PANEL WIDTH 0. CLUSTER MOV. PANEL WIDTH AT MTG.S�LES 1 / A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. /� C D OX OR XO XX OXO APPROVED CONFIGURATIONS SILL ANCHORS 14" MAX—[' :i . 6" 6" OXXO TYPICAL ELEVATION DAYLITE OPENINGS: D.L.O. HEIGHT = DOOR HEIGHT - 7.125" D.L.O. WIDTH (FIX. PANEL) = PANEL WIDTH - 5.575" D.L.O. WIDTH (OPER. PANEL) = PANEL WIDTH — 5.675" CIVIL FLA. PE # 70592 . C.A.N. 3538 3 m n Z OD N n O H cfl z z W a N q- O M o V 0 • 0 ... � LA 0 a .. W EL. • W Z 40 • a ao - -, ••••no • vza o •• •• Of • • • O •• o rnVI 0 In m O _j Ln ¢= o 5 004 " m a�^o o Z o z M 3z¢ moo LLJ H�a LJ U W W o a 8 U U o N U U N 0 o m m o C o it cc a N Q a a Q a O rc ¢ =3 Cv o O _E cn o )PRODUCE REVISED r as eornplying pith the Florids 7iuiding Cade n Acceptance No it- 11611 7 0r o u i �z�iraiii3n,.i3titc 'T,13 2!)�,� � N v u �-.�-- �''•� `r_--f,: .;: __.,- drawing no. s+i�tL,a nett �,�attsl �op�roi , w02-1 17 sheet 1 of 7 A 9 9nm DESIGN LOAD CAPACITY - PSF DOORS W/O HEAD RECEPTOR REINFORCING 'A' (CHANNELS IN BOTTOM RAILS NOT REQD.) PANEL H10TH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'F' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 80 1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 1 120.0 100.0 120.0 100.0 1 120.0 24 30 36 42 84 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 1 100.0 120.0 24 30 36 42 90 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 24 30 36 96 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 24 30 36 1 102 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 24 30 36 108-1 /4 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 DESIGN LOAD CAPACITY - PSF DOORS if/O HEAD RECEPTOR REINFORCING 'B' (1 ALUMINUM CHANNEL IN EACH MOVING PANEL BOTTOM RAIL) PANEL NOTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'F' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 54 80 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 1 120.0 100.0 1 120.0 100.0 120.0 l 00.0 1 120.0 100.0 120.0 24 30 36 42 48 54 84 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 24 30 36 42 48 90 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 24 30 36 42 48 96-1/4 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 117.2 100.0 120.0 100.0 120.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING 4-1/8" SILL HEIGHTS. FOR DOORS USING 3-1/2" SILL HEIGHTS LIMIT EXT.(+) LOADS TO 90.0 PSF. f TYPE 'A' n o: 00 ~ w TYPE 'B' $ 0 o! � 00 x 0 w a z TYPE 'F' I I { TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELQ.Q (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY MOV. PANEL BOTTOM RAIL REINFORCING 'B' 1. 4 DIA. UL I M $201 BY ELCO (Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC, OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I DESIGN LOAD CAPACITY - PSF DOORS W/0 HEAD RECEPTOR REINFORCING 'C' (2 STEEL CHANNELS IN MOVING PANEL BOTTOM RAIL) PANEL VADTH 114CHES DOOR HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'F' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 54 60 80 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 1 116.3 100.0 120.0 100.0 120.0 24 30 36 42 48 54 60 84 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 i 00.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 116.3 100.0 120.0 1 DOM 120.0 24 30 36 42 48 54 90 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 j 120.0 100.0 120.0 100.0 1 120.0 100.0 120.0 100.0 111.4 100.0 120.0 100.0 120.0 24 30 36 42 48 54 96 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 117.5 100.0 120.0 100.0 120.0 100.0 104.4 100.0 120.0 100.0 120.0 24 30 36 42 48 102 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 110.6 100.0 1 120.0 100.0 120.0 24 30 36 42 48 108-1 /4 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 119.1 100.0 120.0 100.0 120.0 100.0 104.2 1 100.0 120.0 100.0 120.0 DOOR HEIGHTS W/0 HEAD RECEPTOR. t - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) pVtODUCTRE WED - - - - - - - - - - - - - - - - - - as vmviying with the Florida 23 TYPICAL EDGE DISTANCE R1rlldingCocte ?J .. �f1+ r ,� 24 Acceptmlce t�toff Gt7`�' INTO CONCRETE AND MASONRY = 2-1/2" MIN. __QV. PANEL BOTTOM RAIL / »yuesiwn > INTO WOOD STRUCTURE = 1 " MIN. 'I/ INTO METAL STRUCTURE = 3/4" MIN. Hy "~ REINFORCING 'C' Miami Dade Product F CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. DOORS 3VZO HEAD RECEPTOR C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. CLUSTER OF 6 ANCHORS AT STILE ENDS AT HEAD & SILL 1/4" TEMP. GLASS .060" INTERLAYER 4 ' SAFLEX [JIG BY 'SOLUTIA' m O I N . 1/4" TEMP. GLASS h- W, N J Q � /y Q I3 D- 0 M O W m n. W z 54 II Ij A•• • III Ilj n M•• OWM 0 0' II II 1 ••• M >.d e on h 4.Oi 04 • w I! ••• - 0 (si! N ~ w •• • •• m w* •Q Z M • J ••• �j c7 Ma s W ' ••' rii�oo GLASS TYPE 'A' • - ••••" • • • cfi vw 0 • • an 1/4" TEMP. GLASS ck:: • • w • .090" INTERLAYER O o ' ago SAFLEX 111G BY 'SOLUTIA' cn O , 1/4" TEMP. GLASS cD M � M c.� z p J JLj J )� Q 0 Q F oN z m ¢ a•-m n Z jj i� V) ,� a 3 Q \ - z N (54 �ZZ�ZZ V W W V GLASS TYPE 'B' N o U m U m N o GLAZING OPTIONS N f] < 2 W M 6 W a. w NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Igr: JAVAD AHMAD CIVIL FLA. PE all 70592 C.A.N. 3538 r MAY 02 012 PRODUC r REVISED AS complying wilh the Fioridt, lulding Codc Amptance No I - $ Gj- ' 1Explr$tlon Date a r 7 -; I -4 t' f i1liAml I We Product Cootrul S O N o o- •, o000 n 0 I � o m i n � x � N •O U drowing no. W02-117 sheet 2 of 7 DESIGN LOAD CAPACITY - PSF DOORS WITH HEAD RECEPTOR REINFORCING 'A' (CHANNELS IN BOTTOM RAILS NOT REOD.) PANEL WIDTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 80 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 200.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 186.8 100.0 210.0 100.0 210.0 24 30 36 42 84 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 203.3 100.0 210.0 100.0 210.0 24 30 36 42 90 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 189.7 100.0 210.0 100.0 210.0 24 30 36 96 100.0 209.5 100.0 210.0 100.0 210.0 100.0 209.5 100.0 210.0 100.0 210.0 100.0 207.5 100.0 210.0 100.0 1210,0 24 30 36 102 100.0 195.3 100.0 210.0 100.0 210.0 100.0 195.3 100.0 210.0 100.0 210.0 100.0 195.3 100.0 210.0 100.0 210.0 24 30 36 108-1/4 1 100.0 184.0 100.0 1 210.0 100.0 210.0 100.0 184.0 100.0 210.0 100.0 210.0 100.0 184.0 100.0 1210.0 100.0 1 210.0 DESIGN LOAD CAPACITY - PSF DOORS WITH HEAD RECEPTOR REINFORCING 'B' (1 ALUMINUM CHANNEL IN EACH MOVING PANEL BOTTOM RAIL) PANEL H10TH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 54 80 100.0 210.0 100.0 210.0 100.0 1 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 186.8 100.0 210.0 100.0 210.0 100.0 166.0 100.0 210.0 100.0 210.0 24 3G 36 42 48 54 84 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 203.3 100.0 210.0 100.0 210.0 100.0 177.9 100.0 210.0 100.0 210.0 100.0 158. i 100.0 210.0 100.0 210.0 24 30 36 42 48 90 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 189.7 100.0 210.0 100.0 210.0 100.0 166.0 100.0 197.0 100.0 197.3 24 30 36 42 48 96-1/4 100.0 207.0 100.0 210.0 100.0 210.0 100.0 207.0 100.0 210.0 100.0 210.0 100.0 207.0 100.0 210.0 100.0 210.0 100.0 177.4 100.0 F10.0 100.0 210.0 100.0 155.2 100.0 1 207.2 100.0 207.6 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR DOORS USING 4-1/8" SILL HEIGHTS. FOR DOORS USING 3-1/2" SILL HEIGHTS LIMIT EXT.(+) LOADS TO 90.0 PSF. TYPICAL ANCHORS: SEE ELEV. FOR SPACING --J TYPE 'C. 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KS1. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 25 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY SUCKS INTO CONC. OR MASONRY MOV. PANEL 80TTOM RAILREINFORCIN 'B' 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY 1 TYPE 'D' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'E' 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - - - - - - - - - -- - - - - - - - - - -1 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. DESIGN LOAD CAPACITY - PSF DOORS WITH HEAD RECEPTOR REINFORCING 'C' (2 STEEL CHANNELS IN MOVING PANEL BOTTOM RAIL) PANEL 151DTH INCHES DOOR HEIGHT INCHES ANCHORS TYPE 'C' ANCHORS TYPE 'D' ANCHORS TYPE 'E' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 42 48 54 60 80 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 24 30 36 42 48 54 60 84 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130,0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 1 130.0 100.0 1 130.0 100.0 130.0 100.0 130.0 100.0 130.0 1 DO.0 130.0 100.0 130.0 100.0 130.0 1 DO.0 130.0 100.0 130.0 100.0 130.0 24 30 36 42 48 54 90 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 24 30 36 42 48 54 96 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 1 DO.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 24 30 36 42 48 102 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 10010 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 24 30 36 42 48 108-1 /4 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 t 00.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 1100.0 130.0 100.0 130.0 INTO METAL STRUCTURE = 3/4" MIN. DOORS WITH HEAD RECEPTOR i■ A F- x LJ 2 C C C CHARTS AT LEFT ARE FOR DOOR HEIGHTS WITHOUT HEAD RECEPTOR. DOORS USING HEAD RECEPTOR MAY BE 1" HIGHER THAN SHOWN (SEE SKETCH) PRODUCT KENB%VED as cotuplying %viG-i the Florida Building Code Acceptance $xyll>�1ary Daie e� j � By NOTE: Miami Dade Product Control s GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 MOV. PANEL BOTTOM RAIL REINFORCING 'C� CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. CLUSTER OF 8 ANCHORS AT STILE ENDS AT HEAD C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. CLUSTER OF 6 ANCHORS AT STILE ENDS AT SILL CIVIL FLA. PE $ 70592 CAN. 3538 Ov t*1 OW Q 0. • • 4 W Y.• Z t�;_..o • • • J • • c PRODUC r REVISED 93C01111 y1nE>.,ilhtheFioride bulding Code AcccplauccNo fZ-Cy ;.0f, •I •I O •• b OO .. N W N O C7 17 O U z :�jLi- 0 to (n ¢ = M U O C-4 LL I _z LO �Zo LO In r2 0 z Z W W U C. 8 3 0 N 0o�o o IL 0 aa a a o:>Ir V1 0 I e o m N \ o s drawing no. NO2--11 i .S b 1BY WOOD BUCK (SEE NOTE SHEET 1) 2 W 8 10 TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET 3 FOR CAPACITY e ° 10 TYPICAL ANCHORS AT BOTTOM CLIP AT DOORS WITH MEDIUM & HEAVY REINFORCING 12" LONG '4 GE DIS: TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET 3 OR CAPACITY Y Lu U 0: m U o � e _ d d . a WIN - "mill-FIEN ' O d TYPICAL ANCHORS IN STAGGERED PAIRS - SEE ELEV. FOR SPACING 0 z a mN � 0 TYPICAL ANCHORS IN PAIRS _SEE ELEV. FOR SPACING AND CHART ON SHEET 2 FOR CAPACITY 4 4- "- OPTIONAL ad Y T a d ' a TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET FOR CAPACITY TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING AND CHART ON SHEET FOR CAPACITY z En 2A PR0DUCT RE- NEW ED ra complyLig «ith life Florida Building Code _ Acceptance No Fa�iratiotl Date lZo�B� 1. z Y n� J WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r I ES Z n 0 Oz .. w N Z Q2 N I 0 p M a w cq 0 I. o LL z p� L�.. . ao�• �r0wt�'b • p a a m•, �... 9 0 t- ••• oo0 L' o • ••� z ei •• • • • w • • ••••tv,• • • O O •• b Q n O t C) v zJ LsIJi v) ¢ = M 3�Q 5 OcN Z_ LA N '�zz w � w (0QJ r SEALANTS: FIXED PANEL STILE TO FRAME, PANEL AND FRAME CORNERS AND z a HEAD RECEPTOR TO FRAME SEALED WITH CLEAR COLORED SILICONE. i o a WEEPHOLES: �a W l = (4) 1 " WEEP NOTCH : w ONE AT EACH END OF EACH PANEL _> W2 = (4) 3/8" WEEP NOTCH * J ONE AT EACH END OF EACH PANEL d °aHIGH STRENGTH NON SHRINK POURED & HARDENED GROUT _ f'C = 5000 PSI MIN. NOT BY TM WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE CIVIL FLA. PF. B 70592 C.A.N. 3538 ( 2T J MAY 0 2D12 O PRODUCIF12EV1SED a, i _o as complying with the Floridh N Iiulding Code fAcceptancc No 0 SC'.- 0 �e v tl 1VilaelDade PouctColtrnl 02gno.v7-sheet 4 of 7 •- m co Z 0 M 3 <a. 0 Z v N o o -1 F- co al b�_j U w U g La � U U O C N O O N O o m co o C Dw w w O a a a D K K D I�CILI q1C Iq1. II N O 1 � O 01 b 1 tV Q e Floric (4 _ T O V Y drowing no. �con;ro sheet 5 of 7 4.195 1.407 �j .875 Ij 2.230 2.230 125 .125 .oso .osz .,- I 2.018 1.777 1.819 1.547 Typ. 7 z 3 oF z & Co 2.830 3.250 .090 .090 2 z W a R 3.500 P.75O .072 7 0 WM O4.090 4.425 4.687 4.396 4.657 � p HEAD RECEPTOR PANEL TOP RAIL 0 v GGW37654 GW 37632 h �i .750 a m• • • • 0 w `me a ...... 3.875 DOOR FRAME JAMB 750 750 • • • 0 0. Q a• 0 0• • 177 1.000 GW 34977 �- 155 v.125 • • 0 aN P. • i CO it • • • • i • 750 0 685 • • • N • • •••••• .. .'a' W Yto •• 1.587 ••• t Z to x M •• ••••• 875 3.105 3.105 ••: Z .y!e .• wsi••• •• • w •G • •••••• 2"x4" MAJOR INTERLOCK 2"x4" MAJOR INTERLOCK ••• •• GY! 37630A OPTIONAL G%V 37630 i �w • • • • • • i • HEAD REINFORCING CHANNEL 2.981 2.709ci�-1 - (OPTIONAL) • • • •�• GW 37655 3.147 �{ ,750 + • • •. • • • 3.375 • • • • a • • •�• .062 1.342 2.000 0 • • ao -� 2.762 rn .. 625 1.500 .125 O 1 I I 2.000 1.407 --=1 }�--- 2.956 -�I .070 <11.) U r.062 PANEL BOTTOM RAIL STILE ADAPTER t 25 n zj > U- GW 37624 GW 37629 1.914 750 1.663 BOTT. RAIL ALUMINUM REINF. CHANNEL 4A J Op II 0 N1.595 A2.475 }� �[ .820 Q Z m1.595L A - 650 I 00 '� O FRAME HEAD 070 ri 3 Z Q v GW 30710 2.244 w p m 1.235 1.435 1.144Lu 0 2.688 3.1 ] 9 L I.-:cOo O60 .060 062 .758 L- 1.162 MINOR INTERLOCK INTERLOCK/ASTRAGAL 1.375 t'600 GW 37625 BOTT. RAIL STEEL REINF. CHANNELS REINFORCING e W U 062 !� 2.562 HARDNESS = 75 SHORE A TENSILE STRENGTH (]00% STRAIN) z 730 PSI .939 N 1.595 1.595 o 0 0 LOCK STILE MALE BUTT STILE TENSILE STRENGTH (BREAK) = 1460 PSI 2'�0 o o o GW 37637 m m GW 37623 ELONGATION AT BREAK = 390% '� SPECIFIC GRAVITY = 1.51 ci iv a. a w FRAME HEAD (OPTIONAL) 4.tOt 1.200 1.200 a g GW 32096 045 1.500 0 m 945 L ' 4.231 I .060 .060 I .125 - 2 p o o 2.128 �,727-�I 080 INTERLOCK REINFORCING 3.250 3.691 GLAZING GASKET 4.181 4.171 SCALE 1:1 0 3.500 Engr. ,1AVAp AHMAO a, o a CML .090 .080 FLA. PE f 70592 PRODUCf REVISED TYP. �- C.A.N. 3538 ib complying will, the Florids a RODIICP RENL%\'GD Uulding Code o .625 .759 .688 .699 .992 Ln r ith tiw F1oGda r ' comP1) fS ,' Acceptance No; 45�:'7 Cl Building C��i1c � Ex1)1 apn 1)aIe r ,,yy , I I Ac,0*10ncc No 3+�'_':: droving no. F� 3.891 !�3.798 1°'D t. �?3 By- �.!� �. r M1t�nnii Dade Product CoatroR w02 7 FRAME SILL FRAME SILL (OPTIONAL) SILL COVER SILL COVER GW 37557 TM-067 TM-095 TM-074 ��" 6 of 7 Miami 044V sheet ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CW 37654 1 HEAD RECEPTOR ALUM —6063 T5 FRAME TOP 2 GW 30710 1 FRAME HEAD ALUM-6063 T5 FRAME TOP 2A GV1 32096 1 FRAME HEAD (OPTIONAL) ALUM-6063 T6 FRAME TOP 3 CW 37655 6 HEAD RECEPTOR REINFORCEMENT (6" LONG) ALUM —6063 T6 AT HEAD ENDS & CENTER LINE OF PANELS 3A GW 37655 3 HEAD RECEPTOR REINFORCEMENT (14" LONG) ALUM-6063 T6 AT ASTRAGAL & INTERLOCK LOCATIONS 4 G111 37557 1 3 1/2" SILL ALUM-6063 T6 FRAME BOTTOM 4A TM-067 1 4 1/4" SILL ALUM-6063 T6 FRAME BOTTOM 5 TM-095 1 DECORATIVE SILL COVER (OPTIONAL) ALUM-6063 T5 FRAME BOTTOM 5A TM-074 1 DECORATIVE SILL COVER (OPTIONAL) ALUM-6063 T5 FRAME BOTTOM 8 GW 34977 2 FRAME JAMB (TWO TRACKS) ALUM-6063 T6 FRAME SIDE 9 GW 37632 4 TOP RAIL ALUM-6063 T6 PANEL TOP 10 GW 37624 4 BOTTOM RAIL ALUM-6063 T6 PANEL BOTTOM 11 GW 37630 2 2"X4" MAJOR INTERLOCK ALUM-6063 T6 PANEL SIDES 15 GW 37625 2 MINOR INTERLOCK ALUM-6063 T5 PANEL SIDES 16 GW 37623 1 MALE BUTT STILE ALUM-6063 T5 PANEL ASTRAGAL 17 GW 37629 1 STILE ADAPTER ALUII-6063 T5 PANEL ASTRAGAL 18 GW 37637 2 LOCK STILE ALUM-6063 T6 PANEL SIDES 20 FXD 37743 2 BOTTOM CLIP (3x3xl/4xl 7/16" LG. ANGLE) ALUMINUM FRAME SILL 21 TP 37743 2 TOP CLIP (3x3xl/4xl 7/16" LG. ANGLE) ALUMINUM FRAME HEAD 22 — 3 3 1/4" X 1/2" X 1/8" X 12" LG. REINF. CHANNEL ALUMINUM ABOVE INTERLOCKS & ASTRAGAL STILES 23 — AS REOD. .820" X 1.435" X .06" THK. CHANNEL STEEL IN BOTTOM RAIL 24 — AS READ. .650" X 1.235" X .060" THK. CHANNEL STEEL IN BOTTOM RAIL 25 — AS READ. .750" X 1.500" X .125" THK. CHANNEL ALUMINUM IN BOTTOM RAIL 28 VN-3033 AS REQ'D BULB TYPE VINYL VINYL HEAD RECEPTOR 29 4020—PILE SINGLE ROW "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL TOP & BOTTOM RAILS 30 4037—PILE 2/ROWS "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL INTERIOR INTERLOCKS STILES 31 4020—PILE SINGLE ROW "ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL FRAME JAMB/fSTRAGAL 32 — 2 1/2" x 2" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME SILL, 33 — 1 7/8" x 3" LONG SELF ADHESIVE PILE PAD WOOL AT FRAME HEAD 35 1 TM-36205 4 TM TANDEM ROLLER ASSEMBLY ALUMINUM/NYLON BOTTOM ACTIVE PANELS 36 TM-32476 1 TM LATCH ASSEMBLY ALUMINUM/VINYL MALE ASTRAGAL 37 TM-32424 1 TM KEEPER ALUMINUM FEMALE ASTRAGAL 39 — 2 #8 X 1/2" OH. SMS. — KEEPER INST. SCREW STEEL FEMALE ASTRACAL 40 — 6/PANEL #10 X 1" PH. SMS. — PANEL ASSEMBLY SCREW STEEL PANEL CORNERS 41 — (2/CLIP) #14 X 1-1/4" PH. SMS. — FIXED PANEL CLIP STEEL TOP/BOTTOM CUPS/STILES 42 — 1/CLIP #14 X 1-1/2" PH. SMS. —TOP FIXED CUP STEEL HEAD TOP INTERLOCK 45 — AS REOD. 1 1/2 x 2 x 1/8 REINF. TUBE ALUMINUM 46 — — 1/1/4" X 1/8" BAR. 3-1/4" LONG AT SILL & 1" LONG AT HAED STEEL — 48 — 6 #14 x 1" PH. SMS. STEEL AT 50" O.C. 49 — 3 2 X 4 X 1/8" REINFORCEMENT TUBE (LENGTH = PANEL HT. — 8") HR STEEL MAJOR INTERLOCK/ASTRAGAL 50 — AS REQ'D SILICONE CAP (Dow 995) SILICONE FRAME/HEAD RECEPTOR 51 — 2/LATCH #10 X 2" OH. MS. — ASSEMBLY SCREW STEEL LATCH ASSEMBLY 53 — 4/CHANNEL #14 X 1-1/2" PH. SMS. STEEL AT HEAD ALUM CHANNEL 54 WV-1348 AS REOD. GLAZING GASKET VINYL AMERICAN VINYL CO. LOCKS: 2 POINT FLUSH MOUNT HOOK LOCK AT MOVING PANEL LOCK STILE 42-1 /2" FROM BOTTOM FASTENED WITH-. (2); ,# tO X 2-1 /2" OH MS. (2) SURFACE MOUNT ALUMINI)M KEEPERS FACING LOCK AT 35-1/2" AND 50" FROM BOTTOM EACH FASTENED_ WITH (2) # 10 X 1 " FH SMS. PRODUCT RENEWED eompl)nn8 with the Florida 13uiidin6 Code C) ' Aceeptmicc.0 i Miami Dade ProductConlro! PANEL TOP CORNER BOTTOM CORNER CIVIL FLA. PE # 70592 C.A.N. 3538 MAY p 2 40 to • • • • • 40 PRODUC f REVISED .us complying %villt the Florid& bolding Code Acceptance No IZ- 0S &!• C, fo Expl".011 Dale z y .r �t1�i! A�1k Product Contivl �`: r I N z n C) 3 � J W z Q N Q a, 00 N M 0 ^� M 0 IL v X 0 LL 08 vo •m.. . 9 OW(4).48 (L Q ri • Q t P i N 0 O: W 3: _j Q W (Clk 0 KMQ• • w�•� . r it • o • • • Q • • •� o � N C) Ln C M C., tJ a ZI > LL J a O N 3zC) " 0NW a — m o0 Z ^ � Z 1 Z a_ Of 0 0 U) F- csJ 0 Vi n m o R c. y 0 p p N 0 0 _ o 0 0 0 drawing no. W02-1 17 sheet 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECT=WED Sw, 1 0 b:: BY: FBC 20 1 BUILDING Master Permit No. (�—C-4u 24-)-,� PERMIT APPLICATION Sub Permit No. 2181'UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ENEWAL ❑PLUMBING ❑ MECHANICAL (PUBLIC WORKS M CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 141 N W 101 S f r i? - + DRAWINGS City: Miami Shores County: Miami Dade ZiD: 7 3 S 0 Folio/Parcel#: 11 3 10 l " 01'1' -y 1 -1-0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Tiitleholder):COk W NCVMOXYNh i Mayc �\JMCk d%hone#: OtW L ) 0— 9 0 0 Address: 1141 N VV 1 0 1 s ly >° -f+ City: M1aml sv)u f j State: FA_ Zip: 3315 D Tenant/Lessee Name: iA Phone#: 011� Email: LOLIM•NEVMWNe C1nnla %U• CO1M CONTRACTOR: Company Name: NP Phone#: Address: _ City: �A State: " Zip: s\1 Qualifier Name: Phone#: State Certification or Registration M tlp Certificate of Competency #: DESIGNER: Architect/Engineer: poY t fl kV1 96t S f of i Phone#: c3uO L 31- 4 3 DO Address•_. 13 D i y S W `t'0 city: m1 ayVl1 State �-u zip: 3 3 Iry Value of Work for this Permit: $ �� 5 ► U Square/Linear Footage of Work: S Type of Work: ❑ Addition `L+1 Alteration ❑ New ❑Repair/Replace ❑Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $, Structural Reviews $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ (Revised02/24/20141 TOTAL FEE NOW DUE S '48 V • oo Bonding Company's Name (if applicable) H Bonding Company's Address nP City 0 State W ' pp,, Zip k Mortgage Lender's Name (if app(lliicable)��J 1 a Q1,�+0K UYI — Mortgage Lender's Address i' v T 0 1 9 0 U NMI City Q S - State -t 2 Y a f Zip 2 - q u V 3 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 C004 Nev 01i OWNER or AGENT The foregoing instrument Iwas acknowledged before me this day of f "r v ��' 20 1/0 by A� who is personally known to me or who has produced lrCid identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ska- Ran et C N TARY PUBLIC -STATE OF NEW YutV Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: as Seal: tao Seal: No.01SN6352366 Qualified in Queens County MyCornmiselon Exprre4 i/i!i####lint##!!!!#!!!#li!###!#i!t!#!!######ll###!##!###ttR•lit!#t!!i!!!!!!!i!!!!!###!#!it#!!##!#!!!#!#! i APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department FEB 14 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972— INSPECTION LINE PHONE NUMBER: (305) 762-4949 t BUILDING !7� PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201'7 b �' Master Permit No. PC I g "'3C Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: !±A t-X.A . 101 S zelzrr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:JA - 310 i -p 2a - to 1%O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: sixes ,_ OWNER: Name (F� (Fee Simple Titleholder): t-W tyr_-lLhuOtl Phone#:7Rb-2�1 10'9c0- Address: 141 tJ.yj • 1c01 S�gr=�, city:1-A , &"Cec-> State: VA-1z %C>Pc Zip: f5� Tenant/Lessee Name: Phone#: Email: t,.Ct>` A CONTRACTOR: Company Name: I?)U tk__r>e Z Phone#: Address: 41..bc City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: IAA iJNc Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4j5.Cb0-9(3Square/Linear Footage of Work: X 1 „ S Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: t�1SYc3 _� 1 C !-l0 i1i..a'tZc��1 'IZt MaL�el.• , Specify color of color thru tile: is Submittal Fee $ S Permit Fee $ CCF $ CO/CC $ SC] Scanning Fee $ Technology Fee $ Structural Reviews $, Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) %;'Y• � i "t-AM-'"c t� MGF-%( c & VA C-pozz Mortgage Lender's Address f" o- bo)< OotOl& CityV i R43C►1141X ; � State 41 R12;1,3 t-A Zip 2-3 416,3 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 npt be approved and a reinspection fee will be charged. Signature A.1 Signature OWNER or AGENT CONTRACTOR The foregoing instr ent was acknowledged before me this day of I�.tA 20� by Nw''d�� ho�iys�personallyy known to me or w o has produced._Ji`—W� �) V fit♦ 0 7 a identification and who did take an oath. NOTARY Sign: Print: t;R�P" •. Seal: it'. �`: ELIZABETHYELIN Notary Public - StateofFlorlda ' Commission # GG 148525 •' "4�aP My Comm. Expires Oct 16, 2021 f` Bonded through Natljnal Notary Assn, APPROVED BY The foregoing instrument was acknowledged before me this day of 20, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as *********************************************************** Plans Examiner Zoning (Revisec102/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 0 F F I C Ell' 0 -:v F T H E OPT"O F"' E n T P R A I Summary Report Property Information Folio: 11-3101-022-0170 Property Address: 141 NW 101 ST Miami Shores, FL 33150-1213 Owner COLBY NEUMANN MARK P TUMADA Mailing Address 141 NW 101 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,440 Sq.Ft Living Area 1,113 Sq.Ft Adjusted Area 1,264 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $178,398 $178,398 $131,771 Building Value $107,036 $108,502 $91,640 XF Value $1,174 $1,193 $947 Market Value $286,608 $288,093 $224,358 Assessed Value $286,608 $288,0931 $203,958 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $20,400 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLD CREST A SUB PB 21-56 W1/2 OF LOT 11 AND LOT 12 BLK 2 LOT SIZE 75.000 X 108 OR 20448-4573 04 2002 1 Generated On : 2/14/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $236,6081 $238,093 $153,958 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $261,608 $263,093 $178,958 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $236,608 $238,093 $153,958 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $236,608 $238,093 $153,958 Sales Information Previous OR Book - Price Qualification Description Sale Page 04/28/2017 $399,000 30524-4723 Qual by exam of deed 02/18/2015 $347,500 29517-0916 Qual by exam of deed 02/01/2013 $226,000 28519-1912 Qual by exam of deed Financial inst or "In Lieu of 05/02/2012 $108,900 28336-0209 Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 2/14/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 6"PL.By 1jej "A-rj1 I / DATE: 2. (� ADDRESS: N. W, 10 ( 5lrf�"r L 50 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire art, unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. ' `� I Initialypy� 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. N Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and co tracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, whi h violates the exemption. Initial ON S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. , l 1 Initial (�y 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons *or ing on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by cou ty or municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that errtneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I Initial (^Jnvl 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. C " Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial CtL 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/ciIb/index.htmI Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: ��I'�1n1 col �fi`(2e� 3b150 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the infor tion that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 14-hl day of t r ti , 20 BNtk)vA who was personally known to me or who has Produced there License or L rl)tR� as identification. YANADYPRI ETo 1 = MY COMMISSION # FF214031 y•f EXPIRES: March 25, 2019 �t R OWNER NOTARY ;�� „4�__ �d�a rnN NOWY Public U,de,W,e,s Property Search Application - Miami -Dade County Page 1 of 1 T/PIP S A R A 1"l R ---'E P12"OPER rOFFICE 0' Tn' Summary Report Property Information Folio: 11-3101-022-0170 Property Address: 141 NW 101 ST Miami Shores, FL 33150-1213 Owner COLBY NEUMANN MARK P TUMADA Mailing Address 141 NW 101 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,440 Sq.Ft Living Area 1,113 Sq.Ft Adjusted Area 1,264 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $178,398 $178,398 $131,771 Building Value $107,036 $108,502 $91,640 XF Value $1,174 $1,193 $947 Market Value $286,608 $288,093 $224,358 Assessed Value $286,608 $288,093 $203,958 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $20,400 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLD CREST A SUB PB 21-56 W1/2 OF LOT 11 AND LOT 12 BLK 2 LOT SIZE 75.000 X 108 OR 20448-4573 04 2002 1 Generated On : 2/15/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $236,608 $238,093 $153,958 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $261,608 $263,093 $178,958 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $236,608 $238,093 $153,958 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value I- I $236,608 $238,093 $153,958 Sales Information Previous OR Book - Price Qualification Description Sale Page 04/28/2017 $399,000 30524-4723 Qual by exam of deed 02/18/2015 $347,500 29517-0916 Qual by exam of deed 02/01/2013 $226,000 28519-1912 Qua] by exam of deed Financial inst or "In Lieu of 05/02/2012 $108,900 28336-0209 Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 2/15/2018