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RC-12-492 (3)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-181229 Permit Number: RC -3-12-492 Scheduled Inspection Date: November 06, 2012 Permit Type• Residential Construction Inspector: Bruhn, Norman Inspection Type: Stem Wall Footer Owner: , Work Classification: Addition/Alteration Job Address: 9767 NE 13 Avenue Miami Shores, FL Phone Number Parcel Number 1132050090520 Project: <NONE> Contractor: HELPLER CONSTRUCTION Phone: (954)325-5348 esuiming uepartment comments ADDITION, MINOR REMODEL, ONE BATHROOM ONE BEDROOM, AND HALLWAY INSPECTOR COMMENTS False November 05, 2012 For Inspections please call: (305)762-4949 Page 32 of 34 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 05, 2012 For Inspections please call: (305)762-4949 Page 32 of 34 C1Jws1T01n1DesftWy Domffrm* 8HRLeW ImMT GM letter Head w S -S dwWmdoc EXISTING 'R RESIDENCE BEYOND S3 - OPEN TO OPEN — "CRAWL SPACE" PRIOR TO ADDITION pMQ 0 ........ EXIST t/e -w 11M.)PATO VM1 -(245, NOY 0 fi Oil THOMAS GIL], ARCHITECT Ma. Rg. N.. AROM957 3M)820-6771 462 West 84th. Street, Hialeah, Florida 33014 (305) 820.0700 fax (1) (305)864-9979 fax(2) ( fax ('WPB)(561)776+-9254 giliarchitect@aol.com mail to: P.O. Box 54-6733 Surfside Fl. 33150-0733 CATO ",t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-178022 Scheduled Inspection Date: October 18, 2012 Inspector. Bruhn, Norman Owner: , Job Address: 9767 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: HELPLER CONSTRUCTION sunamg Department comments ADDITION, MINOR REMODEL, ONE BATHROOM ONE BEDROOM, AND HALLWAY Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Permit Number: RC -3-12-492 Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition/Alteration Phone Number Parcel Number 1132050090520 Phone: (954)325-5348 Inspector Comments CREATED AS REINSPECTION FOR INSP-171347. See plan for small area. October 17, 2012 For Inspections please call: (305)762-4949 Page 8 of 23 ARCO, Consulting - Engineering - Testing Client: Hepler Construction Inc. 2425 SW 58 Ave Miramar, FL 33023 Project: Home Addition 9767 NE 13th Ave .Miami Shores, FL "General Location Material Tested Compaction Requirement SOIL COMPACTION TEST REPORT Footers (Retests) Mixture of sand & rock 95% Date: 10/16/2012 Report No: M.1202.03D Test No. Location Depth of Test (Inches) Maximum Dry Densit (pcf) Moisture Content (%) Field Dry Density (PCO Compaction %) Results 1 NW comer(coulmn) footer 12 112.5 14.5 107.7 96% PASS 2 First interior footer from W, center 12 112.5 10.8 107.0 95% PASS 3 NE column footer, NE comer 12 112.5 14.7 110.8 98% PASS 4 VW. of East end ,center E. footer 12 112.5 10.8 109.9 98% PASS 5 I I I I South end(column)footer,center 12 112.5 13.1 106.4 95% PASS Remarks Sincerely, Arco Engineering & Testing Consultants, Inc. Ed Ribachonek P.E �� g/��2 Florida Registration No. 34136 Arco Engineering & Testing Consultants,lnc., 7979 West 28th Ave. Hialeah, FL- 33016 Ph (305) 558- 3507 Fax (305) 5581022 Miami Shores village R Building Dep artnnt JUL °�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 \Ts(%� �V��' ✓ FBC 20 0l B G Permit No. RC U - 492 PERMIT APPLICATION Master Permit No. Permit Type: IOUILD!N3G ROOFING JOB ADDRESS: Q kol iJe 12" AU MUG - City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: l l 3SK 009 0 S ZO Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A 0j&_ 0 NtRAr7l.1'�Ps�,'(�fi�t1S`[L- Phone#: 325 470-h 1X{ Address: t SZ i w W 1 b S S( City: IM 1 fiA I 6* t el x State: Ft- Zip: 3316C( Tenant/Lessee Name: NIA Phone#: Email: _ kti w --1z 6 6bfio .t1 pale�&Mna • CzM CONTRACTOR: Company Name: ikL�' LCA eLNST• aQKn N_Q C.0 Phone#: qSA '37S 51q Address: CiState: FLLznnip: 33t%SO Qualifier Name: t-1t�1�1(I Phone#: State Certification or Registration #:. CTG Certificate of Competency #: Contact Phone#:____ Sterner Email Address: TA04 H C. l:ft��CzPS'CCWtrL.SN •C'"A DESIGNER: Architect/Engineer. MJ21 &As� G I L't Phone#: 30S 9 q,?, - g Lk?57 Value of Work for this Permit: -D Square/Linear Footage of Work: 8O0 Type of Work: ,Addition OAlteration ONew ORepair/Replace ODemolition Description of; Wort: POD IDI c°,J M t NtNt affLA1L,0 Q t5l O LAG, BODO tda. =Ln Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary Radon Fee $ CCF CO/CC $ DBPR $ Bond Training/Education Fee $ Technology Fee $ Double Fee $ tract Review $ WO 00 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) �4119 Bonding Company's Address N /A City State e' zip 'e Mortgage Lender's Name (if applicable) P JA Mortgage Lender's Address N/A City I®' State k�- Zip .f2 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1WROVEMENTS 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 A� Signaturetr,� Signature _ Own" er r Ages t ' " T orThe foregoing instrument was acknowledged before me this oThe foregoing instrument was ged before me thisa� day of Tu M C =IN)ersonally 20', by � °Q G 5LC � (G}f'Cct-!'�4 day of Su NE . 20 Lk, by whoown to me or who has produced who s p�Iylmoo me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission APPROVED BY JUDITH DEMIUO Notary Public - State of Florida My Comm. Expires Jun 13, 2013 Commission # DD 891546 Plans Examiner zkba Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: �m f L r„`''�• JUDITH DEMIU0 My Commis Notary Public - State of Florida My Comm. Expires Jun 13, 2013 9 Ftop� CommIa81on # DD 891546 Zoning Clerk 01 FM=1141-r -I Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -3-12-492 Owner ANGELO NAPOLITANO TRUSTEE Contractor HEPLER CONSTRUCTION CO Subdivision/Project NONE Date Issued 09122/2014 Occupancy Construction Type V -B Load R-3 Square Footage 800 Oypeccupancy SINGLE FAMILY HOME T Description of Applicable 2010 FLORIDA BUILDING Work ADDITION & INTERIOR REMODEL Code Location 9767 NE 13 AVE Miami Shores FL 33138 I? son BuildingOfficialsApproval Igmaearaq]7, Not Transferable 3 'ran �l0R1DA POST IN A CONSPICUOUS PLACE ARCOConsulting Engineering Testing January 6, 2014 Building Department City of Miami Shores 10050 NE 2nd Ave. Miami Shores, FL 33162 Reference: Structural Inspection @ Home Addition 9797 NE 13d' Ave Miami Shores, FL Permit # RC -3-12-492 Sir/Madam, Arco Engineering & Testing Consultants have performed all structural inspections on the subject project. Our inspections included 1: All floor slabs 2: All reinforced unit masonry 3: All Tie beams 4: All precast hollow cores 5: Parapet tie beam 6: Stair case We hereby attest that to the best of our knowledge and professional judgment, the structural integrity of the subject project is sound and in compliance with the permitted building plans, any modifications and in general compliance with Florida Building Code. We appreciate the opportunity to be of service. If we may answer any additional questions or be of further service, please feel free to call. Sincerely, Respectfully Submitted, �7' 4 ar, ,_ Edward Ribachonek P.E FL. Reg. rdo.34.136 Arco Engineering & Testing Consultants, Inc., 7979 W 28th Ave. Hialeah, FI 33016 Ph (305) 558 3507 Fax (305) 5581022 W Z 0 PP W.M F.I.A 1/2" all 2X2 X4.5' + L. COL 186.988 P — — — , ( � 187.00 (M) a y Ws I LEGEND W 0.30' a 0 m COLUM a y$ W A - Arc (� () LOT LINE M (TYPICAL PAVERS ASPH =Asphalt BM = Bench Mark I DRIVE' " m 024.00' y"o 5W7, METAL 2 ii aWi m S BRG = Bearing .1LT�w_qN',, .�. $' 2 a CB- =Catch basin - 0 PP W.M F.I.A 1/2" all 2X2 X4.5' + L. COL 186.988 P — — — , ( � 187.00 (M) 19' PARKWAY _ D U.L. 3 f�—.r8,— 3'W� — COLUMN TYP TYP CL. I 3'X3'X5' 0.30' CONC o. F+ COLUM 0 N CURB 0.�� (� () LOT LINE M (TYPICAL PAVERS I DRIVE' " 024.00' 5' 5W7, METAL GATE 3.35' CONC. W4LK '. , .: 25.00'- �. 31.44' 20' 26.35 j AIC 5 METAL GA 7E ��". 7EPs a95'x3' C S� Q I s 6' CBS y6.25+ , 70 WALL E 7 7 0 , �° PL STEPS M M 1116,rn �0'$. r �. o � LOT 9 ---AIC ON 3 9 BLOCK 4 Cr3Nt;" i�illi� LOT 8 18 ONE STORY LOT 7 ~ Q)BLOCK 44.65' �rrrrrrrr BLOCK 4 RE�IDENCE 4 (3 rrrrrr= � r�-r rrrrrrrrrrr-rr_� F_ r-r-r-rrrrr-r-r-rrrr-rF. ' "i 9767 �y I U-) rrrrrrr�-rrrrr��rr N rrrrrrrr rrrrrr nLE-rrr- 12.60' p c, 4 ll) rrr rrSLAB-rrr- rr 1a30 rn i i 1--r-r- rrrrrr 2330' $% 22.10' �� 10.35 rr r_r_r'�r_� 7.63' — vi 39.20' rrrr — _ ' 1.4X1.4'X3' rrrrrr rrrrrrr r rrrrrro •N _STEP � rhrr POOL rrrrrr — 71LE PORCH_� (7YP) r_� rrrrrr rrrrrrF- r _ _N I rr, rrrrrr -r-r- rrrrrr rr rrrrr L rr +`. rrrrr S7EP 3•. ONC. WALK 7 .4 rr rrrrrrrF—FF_ rr rrrrrr 6' rr-rrrrrr rrrrr rrrrrrrrrrrrr-r-r-r-r- 2X2X3. UM r rr A, ,rrrrrrrrrrrrrrrr rz�rrrrrrrrrrrrrrr r rxr rrrrrrrrrrrr (�) N op rr. �� p� 36.80' r rrr rrrrrr d, rf- g� 0. ON ao �,`b -r �'1 Fd. S167NAn1 & %. ' s7) 'S V This property described as: Lots 7 and 8, Block 4, EARLETON SHORES, according to the Plat thereof as recorded in Plat Book 43, Page 80, of the Public Records of Miami -Dade County, Florida. NV P/UNC-1 18Z 00'(M) 186.988'(P) BISCAYNE BAY CERTIFIED TO: Angelo Napolitano Trustee 9767 N.E. 13th Avenue, Miami EDGE OFJ 1.90' SEAWALL -J �i WATER o U :,, 1 4 , n o v `� m • m $ ; DH = Drill Hole O�h w • Z o ,°� c° o, DME = Drainage & Maintenance rG is v a c a $ c 7 m m a 12 _' [! z U2 UU �ZJz1 sWmwe €�0iN>i c'bSyccE,mo• �°, ciwo oo$ .m f0 c .. �WmWw o@�5 �c Easement 0.E.B. = Electric Bo x U.L o -6a Sd D m 8 ° Enc. = Encroachment J. 1 aEn 18 EE m�c t cmmPm s F.F. = Finish Floor LLI m010' F.H. = Fire Hydrant O p e moE'2 mF.I.R. =Found Iron Reber a rc a ro m E a W E ` FPL =Florida Power&Light _J D.0 e% Be c F.I.P. =Found Iron PipeQ FD. =Found ' B 3wWv-B>r U. E. ` v ; o § on 8 S2m m R L.P. = Light Pole o W0 mcmM =Measuredamp L aM.F. =Metal Fence 62.2 e 1E -Zoo J2 cL ovE �; M.H. =Manhole CL �2 �E Em�= Monument Line° ° m Na� 15 ,2acv 8a trt ti ° MON. =Monument m m 8 0 v m o c c E v m a_ w e� v N/A = Not Applicable N/D =Nail &Disc �U�F°c� o �zofcrWna F°V fl CITYZ w a ci v m a�.c c� Y _ NTS = Not to Scale O Q O/S = Offset O.U.L. = Overhead Utltity Lines 0 OH - Overhang SEP 1 2014 P 00RPlat y 0 0 �6 P•Iat Book w • • G • • Point of C•r•aMft • x+a17 =aPaPoF ••• V.C.C•Point of Compoid6 0 _WA WALL MEN HIGH ••••• Pe•*Permnen!6en6 P oint -STAIRS AUNE ••i • PG p= Page '00 ENE • • _ +a 17 / • • atlens 1• slip's BISCAYNE BAY EDGE OF � 7��A]pNEL •••• }'L -Planter ••e••• ON FLOOD WATER • 0:60: P"B. -*Point of 13091,16@1 ZONE DEMARCATION MEAN LOW A7ER • • • • I'AsC%Point of Cprg Sq"ent 10.00' UNE WA7ER ELEV UNE • • • • • • P.P. = Power Pole • (-1.98') • • • P.11.111= Permanent Re*roo LOT 6• • • •MonumerN••••• PN".. Point of Riverse • BLOCK 4 CROSS SECTION • • • Curvature M&M t' • • • PT • • a Point of Tangency o R :0= Radius 5' CBS RIR = Railroad ,--WAU Bearing, if any, shown based on N/A (reference) NIA RN = Professional Surveyor (T)P) g, y SWK Mapper Sec. = Right -of -Way BASE ELEV. (TYP) = Sidewalk F.I.R.M.DATE F.I.R.M.INDEX 40.00' FLOOD ZONE COMM. No. PANEL No. SUFFIX: + 10.00 N.G.V.D. T = Section AE / VE 120652 0306 L 09/11/09 09/11/09 + 11.00 N.G.V.D. U.E. = Typical —ON E vv.F. = Tangent REVISIONS: Utility Easement 10/05/09 Name Revised Not valid unless = wood Fence ELEVATION NOTE: (IF APPLICABLE) 06/20/11 Update and it bears the W.M. =water Meter elevations 10/20/11 Elev. added added. L.F.Elev = DWG (lowest habitable floor elevation). signature and the W.V. = Water valve Elevation shown hereon refer to N.G.V.D. 1929. 5.00' Lowest adjacent grade elevation= DWG. original raised seal -t} _ Denotes Spot U. E. 05/03/12 Update of Florida licensed Elevations Taken N 08/21/14 Update�,�f BM. B 62 (MIAMI-DADE) Elev.= 8.66 Surveyor and G5 25 1/2" M "THIS SURVEY DECLARATION IS ADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.- FL 33138 arage Elev.- Erp.= N/A 1 Mapper. BOUNDARY AND TOPOGRAPHIC SURVEY. Alvarez, Ai uesvives and Associates, Inc. I HEREBY CERTIFY: that this survey meets the 9 minimum technical standards as set forth by the Surveyors, Mappers and Land Planners FLORIDA BO ESSI iL SURVEYORS 5701 S.W. 107th Avenue #204 Miami, FL 33173 AND MAPP RS i apter 5J-1 orida Administrative Code, pursuar o Section x.027 Florida Statutes. Phone 305.220.2424 Fax 305.552.8181 L.B. No. 6867 / E-mail: aaasurvey@aol.com IVES 10/01/09 Field Date Scale: I Drawn by: Drwg. No. P OFESS ON SURVEYOR AND 09/29/09 1 "= 25D.G. 09-13529 MAPPER No. 4327. State of Florida. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A- PROPERTY INFORMATIONFgl�t1ANCE'__US' Al. Building Owner's Name ANGELO NAPOLITANO TRUSTEE 09-13529 I�bllbNtltnber „ A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. C Nu • ,•' 9767 N.E.13'•"AVENUE t; = lid; �.,• City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT. 7 & 8, BLK 4, EARLETON SHORES, PB. 43, PG. 80 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'56.20"N Long. 80°10'15.89"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 815 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B3. State B1. NFIP Community Name & Community Number B2. County Name MIAMI SHORES 120652 MIAMI-DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L 09/11/09 Effective/Revised Date Zone(s) AO, use base flood depth) ® feet ❑ meters 6.25 09/11/09 AE/VE +10/11 FTN.G.V.D B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ID FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: WA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, ARAE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: # B-62 (MIAMI DADE) Vertical Datum: N.G.V.D 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100 ® Check here if comments are provided on back of form. Were latitude and longitude in Section A providedb a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No - Certifier's Name RENE , Title PR6IF LAN UM Address 570 W 107 Signature EM Form 086-0-33, License Number 4327 Company Name ALVAREZ AIGUESVIVES AND ASSOCIATES. City MIAMI_ State FL ZIP Code 33173 Telephone 305-220-2424 See reverse side for continuation. Replaces all previous editions. Check the measurement used. 8.12 ® feet ❑ meters N/A. ® feet ❑ meters N/A. ® feet ❑ meters 5.25 ® feet ❑ meters 6.25 ® feet ❑ meters 5.3 ® feet ❑ meters 6.5 ® feet ❑ meters N/A. ® feet ❑ meters SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100 ® Check here if comments are provided on back of form. Were latitude and longitude in Section A providedb a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No - Certifier's Name RENE , Title PR6IF LAN UM Address 570 W 107 Signature EM Form 086-0-33, License Number 4327 Company Name ALVAREZ AIGUESVIVES AND ASSOCIATES. City MIAMI_ State FL ZIP Code 33173 Telephone 305-220-2424 See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. F()I'INSURANCE COMP NY'. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. PolG}i'Numlet 9767 N.E. 13TH AVENUE 09-13529 City MIAMI SHORES State FL ZIP Code 33138Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1�community official, (2) insurance agent/company, and (3) building owner. Comments 012.e) MACRNtWELEVATION AF UNIT PAD LOCATED ON LEFT & RIGHT SIDE OF THE HOUSE LATITUD GITUDE OB T SING A GPS MAGELLAN MAESTRO 4210 BENC K USED # LEVAJION = 8.66 FEET (N.G.V.D.) r` Signature V Date 08/21/2014 SECTION E - BUILDING EVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6--9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs 4 See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 9767 N.E. 13TH AVENUE 09-13529 City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (7/12) Replaces all previous editions. Miami Shores Village Building Department 23 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No.—� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: -1 (I A •& . l t� A0 City: Miami Shores County: .. Miami Dade Zip: &S1 3e- Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): tkoCxCu n NIS a Iwo Phone#: z - (o kC2 Address: -1 P2 A4 _ City: Ift aState: Tenant/Lessee Name: Phone#: Email: ;CONTRACTOR: Company Name: to Phone#: q-5 Address: A&1622DCity: W State: �( ,.,- Zip: Qualifier Name: Phone#: fr:... i State Certification or Regis QA. -, e� . Certificate of Competency #: Contact Phone#: S ` � Email Address: CPA, t ,_WC- rc ON • C,,2!Vl DESIGNER: Archi c ine `;' Phone#: Sj7j• jj a Value of Wo it: $ Square/Linear Footage of Work: Type of Wtrr1-UA'bn pea DAlteration ONew ORepair/Replace ODemolition Description of Wori: e i and -t fi- sLI L2 ILS S t Crij Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." is Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent ontractor y The foregoing instrument was acknowledged before me this a The fore MVIY1 instrument was acknowledged before me this Z 1 day of t'» aeC 14.2013 by r� ti rho tv �3 x t 7 F3 o day of , 20 j by l who is or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: .s Sign: Sign: UEMILIU '� �'� i ,`Y o a �iic u -State of Florida Print: Print: / M Commission Expires: :,, My Comm. Expires Jun 13, 2013 Y p Commission # DD 891546 MY Commission Expires: 0 Bonded Through National Notary Assn. APPROVED BY :1-7 Plans Examiner Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 R-jC-:fC7 Date: 13 Permit #: F -C t 2 -4 9 2 Critique Sheet `o n!S ®-r 11+6 9 tf-c LU H til f4 -60 ©` Ur -J '-T*C T I' F FEU414 i L c ,k,'f-J ; LO N t *-N *o MS H v e. f 61C O x©cr.- -To Ike" H ©y " F --CRE U tj 9 A L" C -C- D CA -#j -f i' LC- V G-2. .SC FWA-2t b c e -EN -cA.�c LAZA--t,'rl -Fey O-rf.r' ,' Sq��L C.vLvMN 1�«cep T) E55t nj ED S P�2�-t�L�j %-u*7tt-fqc(,,e- -Top f_),kp-S x) Fv EL,o F010 -Ate © (7Pe s (Ic -F*C& -ID-� frtte- 6 w 40 z Review Completed by: Jan Pierre Perez Chief Mechanical Inspector a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 4 -, Job Name AAjJc N - Date -23 4.2,— STRUCTURAL .2, — STRUCTURAL CRITIQUE SHEET W VAI S -q C4LOMNS x r -i � N O'� c:ldacumaets and sef6WW-e" daument Wmpb=W12 templ(1a36)12 ngvft nol(10-36)12 naspolftano rex 42412104-2420121(10.36)12 napoRaw res. nw = bruhn aue 2498-1. ft page 1 of 2 Mr. Norman Bruhn Building Official/ Director Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138-2382 Re: Dear Mr. Bruhn: 04/24/2012 APR 2 7 2012 e - -- Application of Codes) for -"""®m Residential Remodeling forNapolitanol2—/1(�'Z Residence at 9767 1U F: 13th Avenue �_ f Folio # 11-3205-009-0520 ref. ASCE 24-98 Pursuant the General Contractor and my meeting with you in your offices on 4/05/2012 and our telephone conversations of last week regarding the impact of ASCE 24-98 now a part of the current Florida Building Code being enforced, and its impact on the proposed remodeling of the residence at 9767 N.E. 13th Avenue, please be advised: The existing residence contains Net existing residence (a/c space) 5,075.4 sf. (enclosed space) (-) 620.0 sf. (garage) 4,455.4 sf. (net area/existing) New Master Bed Room Suite (a/c space) (+) 834.3 sf. (net area/new)(18.7%) The Residential Addition of the Napolitano Residence located at: 9767 N.E.13th Avenue, being presented for Permit, includes a net added conditioned floor space of 834.27 sf. which represents 18.7% of the net conditioned, usable building area. The scope of work also includes 572.14 sf. of Covered Patio (41.5%) being added to the existing (1,380.0 sf.) open Covered Patio Area. The current real-estate tax bill [March 31, 2012] shows that the assessed value of the residence is $1,329,775. The anticipated costs of construction for the two components of the Addition are: 834.27 sf. (net area/new a/c space) x $120.00/sf. = $ 100,000.00 572.27 sf. (open Covered Patio) x $ 35.00/sf. = S 20.000.00 Anticipated construction cost: $ 120,000.00 The proposed "Improvement" Cost is $120k vs. $1,329k or 9.0% of assessed value. 1 have reviewed ASCE 24-98. Page #2 figure 1-1: "Diagram for the Application of this Standard:" (right hand side) Work thl- F 9f .. substantially damaged a isti . StFUGW; a or is work classified as a "Substantial Improvement" to and existing structure?" answer. "NO" (see definition of "Substantial Improvement" below) THOMAS CILI, ARCHITECT Fla. Rrg. No. AR0004957 462 west 84th. Street, Hialeah, Florida 33014 (305) 820.0700 fax (1) (305)864-9979 fax(2) (305)820-0771 fax (WPB)(561)776-9254 giliarchitect ®aol.com mail to: P.O. Box 546733 Surfside Fl. 33150-0733 0docu n" and seWrvtwnwVq d=nntsl4ropbokMl2 t MV10-36)12 napogt wn 10.36)12 naspoumno res 4-24.1204-24.20IN1a36)12 oapdbw yes, mmm brunn ace 24-WI.d= page 2 of 2 04/24/2012 Mr. Norman Bruhn page 2/2 following the flow diagram: 'This Standard (ASCE 24-98) For Flood Resistant Design and Construction Does Not Apply." Page 5 of (ASCE 24-98) The Standard Defines a: "Substantial improvement— Any reconstruction, rehabilitation, addition, or other improvement to a structure, the cost of which equals or exceeds 50% of the pre -improvement market value, or equals or exceeds a smaller percentage established by the authority having jurisdiction authority." Def.: "Authority having jurisdiction: The organization, community, political subdivision, office or agency which has adopted this Standard under due legislative authority." I do not have current real estate market data as to the "pre -improvement market value," however using the Tax Assessor's Assessed Value the addition presented for Permit in the working drawings dated: 07/12/2010 is 9.0% of the Assessed Value and it is a 18.7% "net -area" addition. It is my Professional Opinion is that ASCE 24-98 does not apply to the "Proposed Addition" being presented for Permit. Thank you. Very truly yours, Thomas Gill, Architect CC: Angelo Napolitano Angelo Napolitano, Tr. 1521 NW 165 St. Miami, Fl. 33169 THOMAS GILI, ARCHITECT Fla. Rrg. No. AR0004957 462 west 84th. Street, Hialeah, Florida 33014 (305) 820.0700 fax (1) (305)864-9979 fax(2) (305)820 -OM fax (WPB)(561)776-9254 gi iarchitect ®aol.com mail to: P.O. Box 54-6733 Surfside Fl. 33150-0733 ARCOConsulting - Engineering - Testing Client: Hepler Construction Inc. 2425 SW 58 Ave Miramar, FL 33023 Project: Home Addition 9767 NE 13th Ave .,Miami Shores, FL General Location Material Tested Compaction Requirement SOIL COMPACTION TEST REPORT Pad & Footers Mixture of sand & rock 95% SEP U201 Date: 8/24/2012 `� 2 s' 8 Y: Report No: M.1202.0113 Test No. Location Depth of Test (Inches) Maximum Dry Density (pcf) Moisture Content (%) Field Dry Density (pcf) Compaction (%) Results 1 North end patch 12 112.5 9.5 108.3 96% PASS 2 East end patch 12 112.5 10.6 104.9 93% FAIL 3 South end patch 12 112.5 10.1 108.4 96% PASS 4 South end footer 12 112.5 7.7 103.8 92% FAIL 5 North end footer 12 112.5 7.2 104.9 93% FAIL 6 Retest of test # 2 12 112.5 8.2 111.3 99% PASS 7 Retest of test # 4 12 112.5 7.3 106.8 95% PASS 8 Retest of test # 5 12 112.5 6.6 106.4 95% PASS Remarks Sincerely, Arco Engineering &.T.esting Consultants, Inc. 4�� / P d4:Z4_4 .f Ed Ribachonek P.E m a j� J�,Z Florida Registration No. 34136 / Arco Engineering & Testing Consultants,lnc., 7979 West 28th Ave. Hialeah, FL- 33016 Ph (305) 558 3507 Fax (305) 5581022 l ARCOConsulting Engineer. Testing Moisture-Densft Relationship Test Client Hepler Construction Inc. Date 08/24/12 c 2425 SW 58 Ave Miramar, FL 33023 Project Home addition ReportNo. M-1202.01 P 9767 NE 13th Ave • Miami Shores, Fl- LSample. 0 Sample.Description Sand with some lime rock 110.0 Sample Location Job Site 109.0 Moisture Content Dry Density 10.5 11 11.5 12 12.5 13 13.5 14 N (pcf) Moisture Content (°A) Max. Dry Density (pcf) 112.5 10.7 110.4 Opt. Moisture (%) 12.4 12.4 112.5 13.9 109.7 Proctor Test Modified Method D 1557 Technician SS Sincerely, Remarks Arco Engineering & Testing Consultants, Inc.. Ed Ribachonek P.E Florida Registration No. 34136 Arco Engineering & Testing Consultants,lnc., 7979 West 28th Ave.Hialeah, FL 33016 Phone (305) 558-3507 Fax (305) 5581022 Moisture -Density Relationship 113.0 112.0 20 c 111.0 c 0 110.0 z 109.0 10.5 11 11.5 12 12.5 13 13.5 14 Moisture Content (°A) Sincerely, Remarks Arco Engineering & Testing Consultants, Inc.. Ed Ribachonek P.E Florida Registration No. 34136 Arco Engineering & Testing Consultants,lnc., 7979 West 28th Ave.Hialeah, FL 33016 Phone (305) 558-3507 Fax (305) 5581022 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. C 125, A0.7. TAX FOLIO NO. ti SIRS. 90�k I52P STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. description of property and of improvement: 3. Owner(s) name and address: Interest in property: A 141 & 1 Name and address of fee simple titleholder. 4. tractor's name, address and phone n mber 5. Surety: (Payment bond required by from contractor, if any) Name, address and phone number. Amount of bond $_ 6. Lender's name and OR Dk 28207 Ps 1482; (fps) RECORDED 07/30/2012 09947:50 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE Space above reserved for use of recording office 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, aa Name, address and phone number�lBI. S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number_M 9. Expiration date of this Notice of Commencement: (tile expiration date is 1 year from the date of recording unless a different date Is spedfieO WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owne r e utho PreparedBy Print Name __ iv 't- Nth e4.4 T-FIrm Tftle/Office -M"�"- - _- STATE OF FLORIDA COUNTY OF MIAMI-DADE Prepared E Print Name Title/Office 11 U The fo of m@nt was clpowl gad forea this day of d'ul'y a -C By ' .t� ( — CJS 6J f t °o h� - IV �%i ❑ Individually, or ❑ as for personally known, or ❑ produced the following type of identifica Signature of Notary Public: Print Name:,) t TIS , i Juirm (SEAL) ? r s = Notary Public - 8181e of Florida VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES�r WComm. Expires Jun 13, 2013 Under penalties of perjury, I declare that I have read the foregoing and - °��4; „t SIS COM891546 that the facts stated in it are true, to the best of my knowledge and belief. Signatures f eqa Owner(s s orized Officer/Director/Partner/Manager who signed above: By- By Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 9767 N.E. 13th AVENUE 09-13529 City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 05/07/12 REAR VIEW 05/07/12 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federa' itmergency Management Agency Expires March 31, 2012 N1tional Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For fnsuiance"Com Usk' Al. Building Owner's Name ANGELO NAPOLITANO 09-13529 1, Pohcy,NUmher: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Compa yNAICNtlm46r 9767 N.E. 13`h AVENUE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 7 AND 8, BLOCK 4, EARLETON SHORES, P.B. 43 PG 80 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25D51'55.97"N Long. 80D10'15.76' W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 4108 sq ft a) Square footage of attached garage 970 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 5 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 844 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C 0306 L Date Effective/Revised Date Zone(s) AO, use base flood depth) ® feet ❑ meters (Puerto Rico only) 09/11/09 09/11/09 AE / VE 10.00 / 11.00 N.G.V.D. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized # B-62 (MIAMI-DADE) Vertical Datum N.G.V.D. 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.5 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 7.58 ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 5.25 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 5.63 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 5.4 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 6.5 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ® feet ❑ meters (Puerto Rico only) - structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION _ ,! This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data availab/e.l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided t<iy a 6/ /� licensed land surveyor? ® Yes ❑ No P Certifier's Name RENE AIGUESVIVES License Number 4327 Titled PROFESSIONAL LAND SURVEYOR AND MAPPER Company Name ALVAREZ, AIGUESVIVES ZIP Code 33173 305-220-2424 OJ/0 711Z- FEMA 1/z FEMA Form 81-31, KXr 09,/ See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsurance Compahy;Use ,. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pollcy Number "1K il O 01„ 9767 N.E. 13th AVENUE 09-13529 City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. mments CROWN OF ROAD ELEVATION= 4.35 FEET (N.G.V.D.) /TOP OF NEXT HIGHER FLOOR= 8.12 FT (N.G.V.D) C2.e) MACHINERY ELEVATIOWIREFERS TO A/C UNIT PAD; A/C ELEVATION = 5.63 FT (N.G.V.D.) BENCHMARK USED: # B-62 (Miami -Dade), ELEVATION = 8.66 FEET (N.G.V.D.) LATIT E/LONGITUDE OBTAINED USING A SPS MAGELLAN MAESTRO 4210. Signature Date Check here if attachments SECTION E - BUJLbING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation Local Official's Name Title ❑ feet ❑ meters (PR) Datum Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions N 19' PARKWAY 2X2X4.5' 4' P.P. O.U.L. _ COL IN _ _ 186.988 (P) _ O.U.L. 3' CBS w.Mi 1 (�') 187.00' M 3.1 x .1 x8'— W� — F.LP. 1/2' ( COLUMN TYP (TYP) 0.10'------ CL. 3'X3'XS' p� 0.30' CONC o. COL UM CURB (1YP) N LOT LINE r�j (TYPICAL PAVERS DRIVE I024.00' � Ga 7F ?L 90 n 31.44' .35 CONG WALKR15.0000 '— 20' 26.35' o. GATE Ic " �S 6' CBS TSPS o 11 S � e . 70.0 WALL -s+I rrrr VE 1 �'' �0 LOT 9 —A/C ON BLOCK 4 - C -—LOT-B— 54.35' ci cry. 61 Q1 \ BLOCK 4 ' I , f2Ffo' czOi rw 44.65' ONE STORY BLOCK 4 N SLAB U) rrrrrr=rrrrrrrr U, RE*IDENCE N rrrrrrr�-rrrrrrrr��rr I T 9767 rrrrrrr" ?-rrrrrrrr?4 rrrrrrrr rrrrr��rr N rrrrrrrr rrrrrr 77LE-rrrr o 13.30' P�l _frr rrSLAB-rrr �� 18.30' rr��rrrr I o PL 37.10' ' W1 '2 .OS' v -r-r- rrrrrr 7.85 3920' I 4' C C. WALK rr rrrrrr 7 -Fl. rrrrrr- 1.4X1.4X3' o rr o SSP N COME "h 6.6' N POOL rrrrrr d —TILE PCIRCN' Ui i i rrrrr a (TYP) 'I rr "� rrrrrr _ � �' f�rFrl O.U.L. 1_1/2" !40' CL. W rril Curvakrre PCP = Permanent Control Point 6 - rrrr PG P.I.=Page Point of Intersection `() AS 10'00 �rrrr�rrrrrrrrrr rrrrrrrrrrrrrrrr r�rcv:rrrrrrrrrrrrrrr 2'x2'x3'.1 a ,q 1.0 r rrr r p7LE_ —ON R FL DOD ZONE 0 DEMARCA77ON P.O.B. = Point of Beginning LINE LOT 6 N co BLOCK 4 5' CBS WALL (TYP) R s LEGEND A- Arc o ASPH = Asphalt s 88 BM : Bench Me* u. S 2 ^ BRG = Bearing - Cs = Catch basin g m CBS - Concrete Block Structure L CH : Chord Chatte.- Chattahoochee - Center Una CLF : Chain Link Farre S CL = Clear s >C CONC.= Concrete m ^m 78 D = Deli $ m 0 - Diameter $ DH = Drill Hole 8 WI s c� DME = D�rct�rrm n & Maintertance Wt v ag E.B. =Electric Box w • �' 00 Enc. = Encroachment E m 3 F.F. = Finish Floor F.H. - Fire Hydrant F.I.R. - Found iron Reber g v eo s o FPL - Florida Power & Ught C LL B m. m F.I.P. = Found Iron Pipe B 0 1 1�� E S FD. = Found 3= Ught Pole I. $ E $ is S -8�r WW a MP - Measured ' m J M.F. a Metal Fence m '$ m M.H. = Manhole s $ .8 o n E . i!+ 01 Itil = Monument tine S t I"a I a 1, *6 6 MON. = Monument m v v Brn B a v NIA = Not Applicable H ] � � z° 5� v� 2 N/D = Nail & Dlac z is a m o m C wL c� 52 - NTS = Not to Scale O!s = Offset O.U.L = Overhead Utpfty Uri OH :Overhang P = Plat PB - Plat Book PC = Point of Curvature P.C.C. - Point of Compound TOP OF MEAN HIGH SEAWALL rril Curvakrre PCP = Permanent Control Point 6 - rrrr PG P.I.=Page Point of Intersection 1 �rrrr�rrrrrrrrrr rrrrrrrrrrrrrrrr r�rcv:rrrrrrrrrrrrrrr 2'x2'x3'.1 a ,q — BISCAYNE MAY �}pA7p r rrr r p7LE_ PL = Planter WATER 0 P.O.B. = Point of Beginning rrrr rrrrrrrrrrrr (�P) N co r AB- WATER ELEV LINE �� 5.00' (-1.98) 36.80` - r5�� rrrrr 9 rrr U. E. ON i --- of R rrlirlr'r � N R , Fd. N/D O J un ,i 187 00'(M) EDGE OF l.P. 1/2' , 1.90' SEAWALL O U (O/S 5' NOR o v N V 186.988 (P) WATER 2 O O & O/S 1.67' EAST) This property described as: BISCAYNE BAY Lots 7 and Block 4, PiuN EARLETON N SHORES, CERTIFIED TO: "THIS SURVEY DECLARATION IS MADE ON THE FIELD according to the Plat thereof Angelo Napolitano Trustee DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT as recorded in Plat Book 43, Page 80, TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR of the Public Records of Miami -Dade County, Florida. 9767 N.E. 13th Avenue, Miami Shores, FL 33138 SUBSEQUENT OWNERS: s LEGEND A- Arc o ASPH = Asphalt s 88 BM : Bench Me* u. S 2 ^ BRG = Bearing - Cs = Catch basin g m CBS - Concrete Block Structure L CH : Chord Chatte.- Chattahoochee - Center Una CLF : Chain Link Farre S CL = Clear s >C CONC.= Concrete m ^m 78 D = Deli $ m 0 - Diameter $ DH = Drill Hole 8 WI s c� DME = D�rct�rrm n & Maintertance Wt v ag E.B. =Electric Box w • �' 00 Enc. = Encroachment E m 3 F.F. = Finish Floor F.H. - Fire Hydrant F.I.R. - Found iron Reber g v eo s o FPL - Florida Power & Ught C LL B m. m F.I.P. = Found Iron Pipe B 0 1 1�� E S FD. = Found 3= Ught Pole I. $ E $ is S -8�r WW a MP - Measured ' m J M.F. a Metal Fence m '$ m M.H. = Manhole s $ .8 o n E . i!+ 01 Itil = Monument tine S t I"a I a 1, *6 6 MON. = Monument m v v Brn B a v NIA = Not Applicable H ] � � z° 5� v� 2 N/D = Nail & Dlac z is a m o m C wL c� 52 - NTS = Not to Scale O!s = Offset O.U.L = Overhead Utpfty Uri OH :Overhang P = Plat PB - Plat Book PC = Point of Curvature P.C.C. - Point of Compound TOP OF MEAN HIGH SEAWALL Curvakrre PCP = Permanent Control Point WA IFR UNH /-£L£ +0.17 VATiON• PG P.I.=Page Point of Intersection 1 = Property Line - OF — BISCAYNE MAY �}pA7p PL = Planter WATER P.O.B. = Point of Beginning MEAN LOW �- WATER P.O.C.: Point of Commencement WATER ELEV LINE P.P. = Power Pole (-1.98) P.R.M.= Permanent Reference Monument CROSS SECTION P.R.C. = Point of Reverse (Sans: 11-237 Curvature PT - Point of Tangency R = Radius RJR : Railroad PSM - Professional Surveyor Mapper Bearing, if any, shown based on N/A (reference) N/A SWK a Sides Sec, a Section FLOOD ZONE COMM. No. PANEL No. SUFFIX: F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. (TYP) = Typical + 10.00 N.G.V.D. T =Tangent AE / VE 120652 0306 L 09111109 09/11/09 + 11.00 N.G.V.D. U.E. = Utffity Easement REVISIONS: ELEVATION NOTE: (IF APPLICABLE) Not valid unless W.F. = wood Fence 10/05/09 Name Revised L.F.Elev.= DWG lowest habitable floor elevation). it gnare the W.M.V-= Water Meter 06/20/11 Update and ( ) w.v. =water valve Elevation shown hereon refer to N.G.V.D. 1929. signature and the elevations added. original raised seal - Denotes S Lowest adjacent grade elevation= DWG, pot 10/20/11 Elev. added of Florida licensed "4'' = Elevations Taken 05/03/12 Update BM. #8-62 (MIAMI-DADE) Elev.= = Surveyor and Garage Elev.= 5.25 . Erp = NA Mapper. BOUNDARY AND TOPOGRAPHIC SURVEY. Alvarez, Ai uesvives and Associates, Inc. I HEREBY CERTIFY: that this survey meets the 9 minimum technical standards as set forth by the Surveyors, Mappers and Land Planners BO ESSI SURVEYORS 5701 S.W. 107th Avenue #204, Miami, FL 33173 AND FLORIDAMAPP RS In apter 5J-1 orida Administrative Code, pursu Section 027 Florida statutes. Phone 305.220.2424 Fax 305.552.8181 —i L.B. No. 6867 / E-mail: aaasurvey@aol.com IVES 10/01/09 Field Date Scale: Drawn by: Drwg. No. P�OFESS ON SURVEYOR AND 09/29/09 1"=25D.G. 09-13529 MAPPER No. 4327. State of Florida. g IT .#.5$ Miami shores Village Building Department COPY 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT ASSPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by A . NAVOurm -0 T2 . to perform special inspector services under the Florida Building Code at the t't'uNTD q]b'1 1$c 8Ytt/ project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: VG a - 4-R 2 ❑ SPECIAL INSPECTOR FOR PILING, FBC 18221.20 (84404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.24.2 (R4409.6.17.24.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (84408.5.2) X SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The=1oWngndividuals) employed by this firm or me are authorized representatives to perform inspection 1.CAL& essi, I ( 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The quaGt'ications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. l t**. TtM INS9act'&Ce%te *.t'W W^ CaE Su9RAvv� SvVKL%AtL0OtAM NAIZ I, we and rs c1�� 4J (Sr,4'sM AeAmnAwl IN.�Mi9q+I Cf wtw ( ) ��at�Speci nspector in� spection log for each wilding must be displayed in a conv�nien�locafion on the site ih.tvut v-_43. for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida 1%r. Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. tDocaYMaAr Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment. those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name `M + 6t j Add ess q,6CL W TS3S, ii(ALAeAtt DATE: �6 Z( • AM., Phone No. 305 01 n Created on 6/10/2009 :... �..° r Miami Shores Village Building Department ZOiRII� k _ =y 10050 N.E.2nd Avenue r- Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by A . .11L to perform special inspector services under the Florida Building Code at the 1+9oDmaw !M 410 f W 13A13AJ project on the below listed structures as of 1A M (date). I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) X SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 21224 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (84408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS 8 ATTACHMENTS, FBC 1927.12 (84405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The f flowing individual(s) employed by this firm or me are authorized representatives to perform inspection 'li 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. t.*W TtM511. mftxr0yJ ev►MP a,%r ovx NMAoI PAr saffL &AW by A 51a &A'Yt I` l• 1 1Vt?1*IG f?N O P Ivt itmr � To% p6Cuv�R Wlu. pbe vuwv-IeO (;KTWAT I, (TunM Sha a S�eCial Inspector inspZ on og for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed 'inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Archi$ct' Name 1�- _ 1 A` dddress 469 lu G .-A if ttt Key%+ - A DATE-:. Phone No. 01 M Created on 6/10/2009 GEOTECHNYCAL ENVIRONMENTAL HYDROGEOLOGY iiiiiis►�.~ =-�� ASBESTOS iry WR DYNATECH ENGINEERING CORP. Miami, September -24-,2u- Mr. Angelo Di Napolitano 9767 NE 13'h Avenue Miami, FL 33169 Re: Proposed Addition @ 9767 NE 136' Avenue Miami, FL Dear Mr. Napolitano: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNATECH ENGINEERING CORP. completed a Subsoil Investigation on September 24, 2010 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed addition. A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 25' below existing ground surface. The following graph was developed as a general condition for the subject site: (Site conditions are nonhomogenous refer to field boring logs for exact locations and soil description): Depth From To 0'-0" 1'-0" 1'-0" 2'-0" 2'-0" 7'-0" 7'4" 7'-6" 7'-6" 12'-0" 12'-0" 25'-0" Description Topsoil and grass Brown sand w/organic stain Light tan medium sand w/rock fragments Gray silty sand w/rock fragments Brown silty sand Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 3'-0" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618- Phone: (305) 828-7499. Fax: (305) 828-9598 E -Mail: DynateLh@Bellsouth.net Pdrded cm Recycled Paper Page No. 2 9767 NE 13'h Avenue, Miami, FL Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundation design. Alternative I: Shallow Foundation Systems: A- Strip the entire construction areas of all topsoil, grass and tree stumps and any former underground structures down to clean granular material wherever encountered. B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D-1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas to proper depth and dispose of all black sand with organic and compact as indicated above. D- Care should be taken not to use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case the compacted layer should not exceed 6" in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW/GW). Fill material below the water table shall consist of washed gravel unless dewatering is employed. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures, existing footings, existing or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure (ie. transfer beams, underpinning etc...). The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2000 P.S.F. 2 Page No. 3 9767 NE 13d' Avenue, Miami, FL B) Alternative II: Deep Foundation Systems: Based on our understanding of the proposed structure and our field boring logs; it is evident that deep foundation systems are needed to support the proposed structures without detrimental settlement. Deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Pile Capacity Pile Capacity Allowable Pile Foundation Pile Depth Size in Tons in Tons Lateral Capacity B.E.L.S. Compression Tension in Tons Pin Piles 15' or Refusal 3 Inches 5 Tons 1 Ton N/A Helical Piles 15' or Refusal 3 Inches 12 Tons 6 Tons N/A Auger Cast Piles 25' BELS 12 Inches 25 Tons 12 Tons 1 Ton Auger Cast Piles 1 25' BELS 14 Inches 35 Tons 17 Tons 2 Tons B.E.L.S.: Below Existing Land Surface. Estimated Lateral Load for a pile Top Deflection of I/a inch. The proposed pile length is based on the existing ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation and soil profile. Helical piles shall consist of Atlas, Chance Ingal, or equivalent manufacturer. Helical pile final bearing capacity is determined in the field based on final achieved torque as per proprietary manufacturer specifications and shall be placed under the supervision of our geotechnical engineer to verify achieved bearing capacities. All work shall be performed in accordance with the applicable building code. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Steps must be taken to prevent excessive vibrations in the event excessive vibrations are experienced during construction, alternative driving methods shall be implemented (ie: predrilling, jetting, hydraulic push, etc...). All excavation shoring must be designed and inspected by a Florida licensed professional engineer. All trenching work shall in compliance with OSHA, FBC and Trench Safety Act. The minimum center to center of piles or adjacent foundations shall be not less than twice the average diameter for round piles or 1 — % times the diagonal dimensions of rectangular piles, but in no case less than 30 inches. The grout used in the pile installation shall develop a minimum compressive strength of 4000 PSI at 28 days. 3 Page No. 4 9767'NE 136"Avenue, Miami, FL If desired, DEC would be pleased to prepare a set of written specifications to help achieve a high quality pile foundation system. All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnical Engineer to verify compliance with our recommendations. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction: 30° - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30° for steel piles, 20° for concrete or brick walls; 150 uncoated steel. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, WISS3M Naamam,.P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 DYNATECH ENGINEERING CORP. 750 WEST 84.. STREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT : MR. ANGELO DI NAPOLITANO DATE: 9-23-10 PROJECT : Proposed Addition @ HOLE NO.: B-1 ADDRESS : 9767 NE 13`h Avenue, Miami, FL. DRILLER: AS & LD LOCATION : See attached plan CPTHC11'`T01� O� liALS SAMI!h � NO. HA.M1V R BLOWS OAT SW ER 1 2 Hand H 3 0'-0" to 0'-6" TOPSOIL AND GRASS 3 4 Hand H 4 0'-6" to 1'-0" LIGHT TAN FINE SAND 5 6 11 10 22 6 7 3 1'-0"toll-6" DARK BROWN FINE SAND W/ORGANIC STAIN 1 12 9 8 8 6 2 2 8 9 10 11-611 to 21-611 BROWN FINE SAND 10 1 1 1 i 2 11 12 133 14 15 16 17 17 2'-6" to 6'-0" LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS 6'-0" to 7'-0" GRAY FINE SAND W/ROCK FRAGMENTS 7'-0" to 7'-6" GRAY SILTY SAND W/ROCK TRACES 12 4 2 3 5 5 14 16 12 6 9 18 16 10 11 18 16 29 18 19 20 7'-6" to 10'-0" DARK BROWN FINE SANDY SILT 20 21 22 10'-0" to 12'-0" DARK BROWN FINE SILTY SAND 22 23 24 12'-0" to 13'-0" TAN SANDY LIMEROCK 24 19 20 38 25 18 16 26 17 19 26 13'-0" to 15'-0" TAN VERY SANDY LIMEROCK 27 28 15'-0" to 25'-0" TAN SANDY LIMEROCK 28 29 30 30 31 32 32 33 34 35 34 36 37 36 38 38 H: HAND AUGER A: HOLLOW STEM AUGER Water Level: 31 Below Surface Asa mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER; A: AUGER; R: REFUSAL. 5 DYNATECH ENGINEERING CORP. 750 WEST 84THSTREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT : MR. ANGELO DI NAPOLITANO DATE: 9-23-10 PROJECT : Proposed Addition @ HOLE NO.: B-2 ADDRESS : 9767 NE 136` Avenue, Miami, FL. DRILLER: AS & LD LOCATION : See attached plan Water Level: 3' Below Surface Asa mutual protection to cliems, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conelusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER; A: AUGER; R REFUSAL. 'J �iM1V1�R !DEPTH IiCR1pi�1v CfPTERIAIaS 1Vi1►. ]BLOWS-ON:"N" B.�LER 1 2 Hand H 2 3 0'-0" to 1'-0" TOPSOIL AND GRASS 4 Hand H 4 51'-0" 6 to 2'-0" DARK BROWN FINE SAND W/ORGANIC STAIN 6 13 11 16 24 8 15 9 13 8 9 10 2'-0" to 7'-0" LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS 4 2 10 2 2 1 2 3 11 12 13 14 15 .16 17 _ 18 19 7'-0" to 7'-6" GRAY SILTY SAND W/ROCK TRACES 7'-6" to 11'-0" DARK BROWN FINE SANDY SILT 11'-0" to 12'-6" DARK BROWN FINE SILTY SAND 12'-6" to 13 '-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 12 3 3 5 6 8 14 4 8 12 18 20 16 19 16 14 15 29 18 20 20 21 13'-0" to 25'-0" TAN SANDY LIMEROCK 22 22 23 24 22 19 35 24 25 16 18 26 18 17 26 27 28 28 29 30 , 30 31 32 32 33 34 34 35 36 37 36 38 38 H: HAND AUGER A: HOLLOW STEM AUGER Water Level: 3' Below Surface Asa mutual protection to cliems, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conelusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER; A: AUGER; R REFUSAL. 'J SITE PLAN GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted -as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Rock Hardness Descrintion Particle Size Relative Density and Consistency Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Boulders > 12 in. Cone Penetration * Standard • Relative Cobble Gravel 3 in. to 1 in. 4.76 mm to 3in. Tests cm3 Penetration lows/ft. Density Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Sands 0-16 0-4 Very Loose Clay < 0.005 mm 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm ------- Over 120 31-50 Dense 5%-10% Slightly Silty or Clayey 10%.-30% Silty or Clayey Silts & 0-3 0-2 Very Loose 30%-50% Very Silty or Very Clayey Clay 4-9 3-4 Soft 0%_5% Slightly Trace 10-17 5-8 Firm 6%-10% Trace 18-31 9-15 Stiff 11%-20% Little 32-60 16-30 Very Stiff 21%-35% Some Over 60 31-50 Hard > 35% And Rock Hardness Descrintion Soft Rock core crumbles when handled Medium Can break with your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard Thin edges or rock core cannot be broken with fingers Very Hard Rock core rings when struck with hammer (cherts) UES. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance! Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMA71W NAPOLITANO 09-13529 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box 9767 N.E. I r AVENUE City MIAMI SHORES State FL ZIP Code 33138 OMB No. 1660-0008 Expires March 31, 2012 A3. Property Description (Lot and Block Numbers, Tax Parcell Number, Legal Description, etc)"" 4r LOTS 7 AND 8, BLOCK 4, EARLETON SHORES, P.B. 43 PG 80 xs xx A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL. A5. Latitude/Longkude: Lat 25D51'55.9rN Long. 80DIV15.78"VN Ho I `U 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number $ A8. For a building with a crawispace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 4108 sq ft a) Square footage of attached garage 970 sq It b) No. of permanent flood openings In the aawlspace or b) No. of permanent flood openings In the attached garage enclosure(s) within 1.0 loot above adjacent grade 5 within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b j 4j�4 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8: Flood B9. Base Flood Elevations) (Zone 12086C 0306 L Date Effective/Revised Date Zones) AO, use base flood depth) 09/11/09 09/11/09 At / VE 10.00 / 11.00 N.G.V.D. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources SystemCBRS) area or Otherwise Protected Area (OPA)? [I Yes ® No jv Designation Date AA CBRS • ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized #8-82 (MIAMI-DADE) Vertical Datum N.G.V.D.1929 Conversion/Comments WA Check the measurement used. a) Top of bottom floor (including basement, crawispace, or enclosure floor) 6.5 0 feet ❑ metes (Puerto Rico only) b) Top of the next higher floor 7.58 0 feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) j&. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 5.?5 0 feet ❑ metes (Puerto Rice only) e) Lowest elevation of machinery or equipment servicing the building 5.5:'i ® feet ❑ metes (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 5.4 0 feet ❑ metes (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 6.5 0 feet ❑ meters (Puerto Rice only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including NLA, 0 feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ikRCHITECT CERTIFICATION er This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify devatlon information. I certify that ft Formation on this Cenylicats represents my best efforts td Interpret Ste data availabie.l understand Scat any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 9009. Check here If comments are provided on back of form. Were latitude and longitude in Section A provided y a licensed land surveyor? 0 Yes ❑ No 111 4 % State FL Lill c:oae SSI rs Telephone 305-220-2424 / Q7� Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 9767 N.E. 13th AVENUE 09-13529 City MIAMI SHORES State FL ZIP Code 33138 Comparry NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. r %% I � � W 63.494 '(P) . 63.50(M) . �,'� — _ N.E. 13th AVENUE a`Va 22ASPHALT PAVEMENT (60' TOTAL R/W) 0 19' PARKWAY 5h` F.LP. 112*-, 0.10' CL. 3'X3 XS' COLUMN (rw) 1.4X1.4X3' COLUMN (rn°) �+ 2'X2'X4.5' o.u.c. _ cotes 44' 186.988'(P) _ 18 7. 00 M) I I 024.00 I GATE 6. CBS S WALL _ �l rf1 ��. PL __- /CON 3 FN, —tOT-�- -4- 54.35 \ BLOCK 4 I 44.65' ONi STORY rrrrrr= rrrrrrl-r a RE*IDENCE rrrrrrr-. rrrrrrrr. rr 9767 rrrrrrr'-rrrrr�8rrr` H rrrrrrr�rrrrrr rrr rrr rSLAB'rrrr rr 18.30' rrrrrrrr I rr rrrrr 7.Bs� _. - rr rrrrr �"' 39120' �I rr o rrrrr = f ¢ _ '6f6N_ POOL rrrrr c rrrr , d rrrrr rrrrrN — TILE Pd�1tCf1' .. �,/�r I -- 1 O.U.L. 3' CBS RR O.U.L. =57 X8'— — Wim---- COLUMN TYP R _ _ LP. 112 CL. s oo- 5.00' o� U.E. h �+ 0.40' I 1 CL. N/D GA TE --,CA TE e .35CONC. ° 26.35 25.00' ° I 4 ^� o AE 10�p � 11.00 12.10' O \ I R FLOOD N LOT 7 ,p sd+, �CONG "ZONE BLOCK 4 '� 4' S(AB DEMARCA770N LINE LOT 6 I BLOCK 4 4' COC WALK b STEP N a _ � 5' CBS WALL (T'P) rrrrr rrrrrrr rr"rrrrrrrrr VEyy O�'�`_ rr L rr rrrr rrrrr 3 LOT 9 rrrrrrr rrrrrrr BLOCK 4 O a O rrrr;"-C( � O EDGE OF 0306 I _ BISCAYNE BAY �,7gp -rrrrrrrrrrrrrrrOLUM Iz�rrrrrrrrrrrrrr"� 'n r �_ r 1.4X1.4X3' COLUMN (rn°) �+ 2'X2'X4.5' o.u.c. _ cotes 44' 186.988'(P) _ 18 7. 00 M) I I 024.00 I GATE 6. CBS S WALL _ �l rf1 ��. PL __- /CON 3 FN, —tOT-�- -4- 54.35 \ BLOCK 4 I 44.65' ONi STORY rrrrrr= rrrrrrl-r a RE*IDENCE rrrrrrr-. rrrrrrrr. rr 9767 rrrrrrr'-rrrrr�8rrr` H rrrrrrr�rrrrrr rrr rrr rSLAB'rrrr rr 18.30' rrrrrrrr I rr rrrrr 7.Bs� _. - rr rrrrr �"' 39120' �I rr o rrrrr = f ¢ _ '6f6N_ POOL rrrrr c rrrr , d rrrrr rrrrrN — TILE Pd�1tCf1' .. �,/�r I -- 1 O.U.L. 3' CBS RR O.U.L. =57 X8'— — Wim---- COLUMN TYP R _ _ LP. 112 CL. s oo- 5.00' o� U.E. h �+ 0.40' I 1 CL. N/D GA TE --,CA TE e .35CONC. ° 26.35 25.00' ° I 4 ^� o AE 10�p � 11.00 12.10' O \ I R FLOOD N LOT 7 ,p sd+, �CONG "ZONE BLOCK 4 '� 4' S(AB DEMARCA770N LINE LOT 6 I BLOCK 4 4' COC WALK b STEP N a _ � 5' CBS WALL (T'P) LEGEND re A =Arc ASPH = Asphalt 5 9 BM = Bench Mark iS 8 SRG = Bearing C7 CS = catah basin fD ffi CBS = Concrete Block Structure CH =Chord Gratia.= Chatlahoodree rt = Center Lima B CLF = Chain Link Fence CL = Gear $ $ $ CONC.- Conorate t3 D= Dem $ #$$ 0 Diarneter DH = DM Hole S $ DME = Drainage & Maintenance 5� Est ,g E.B. =Electric Box 8 Fnc. Encroachrnerd .F Finish Flow b F.H. = Fire Hydrant F.I.R. = Found iron Rebw FPL - Florida Power & Light $ F.I.P. = Found Iron Pipe FD. = Found p LP.. = Light Pole &t $ M = Measured jai B � M.F. = Medal Fence M.H. = Manhole • $ � b 1 14 , • � =Monument Line b MON. = Monument 1 NIA = Not Applicable NO = Nall & Dl= z 7 c o ro m c 7 g Y NTS = Not to Scale OIS = pftet O.I.I.L. = Overhead utility Linea OH = Overhang P = Plat PS = Plat Book PC = Point of Curvature P.C.C. = Point of Compound TOP OF MEAN cull SEAWALL rrrrr rrrrrrr rr"rrrrrrrrr Curvetrae PCP = Permanent Control Point rr L rr rrrr rrrrr r R WATER UNE +a 17 rrrrrrr rrrrrrr PG =Page P.I. = Paint of It�aecdon rrrrrr rrrrrrr 6' rrrr a F.I.R.M.INDEX BASE ELEV. rrrr;"-C( 2 X2'x3'. EDGE OF 0306 I _ BISCAYNE BAY �,7gp -rrrrrrrrrrrrrrrOLUM Iz�rrrrrrrrrrrrrr"� 'n r �_ r �p ][N' ELEVATION NOTE: (IF APPLICABLE) rrrr rrrrrrrrrrrr rn°J N aur r r• p 00' WATER 36.80' P.O.C.= Paint of Commeroerrut .. r rr U.E. ON P.P. = Power Pole d, r r R a Florievations Demes Spot10/20/11 P.R.M = Peneanent Raferenoe BM. 0-62 (MIAMI -DARE) Bev.= 8.86 - S,(�yor and El Taken . a Fd. N/D C) its J 187.00'(M) EDGE OF �, .LP. 1/2" 1.90' SEAWALL O ,i (01S51 NOR a 186.988(P) WATER o a & O/S 1.67' EAST) mink and technical standards as set ft1t by the Surveyors, Mappers and Land Planners FLORIpA BO VEYORs5701 S.W. 107th Avenue #204, Miami, FL 33173 AND MAP RS in AdminlsttativeCode, BISCAYNE BAY ZESSIAdn pursu srida statutes. This party described as: � L.B. No. 6867 / E-mail: aaasurvey@aol.com NES 10/01/09 Lots 7 and 8, Block 4, PXINCl Drawn by* "THIS SURVEY DECLARATION IS MADE ON THE FIELD EARLETON SHORES, 09/29/09 CERTIFIED TO-. DATE INDICATED, TO THE OWNERS) LISTED. IT IS NOT according to the Plat thereof MAPPER No. 4327. State of Florida. Angelo Napolitano Trustee TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR as recorded in Plat Book 43, Page 80, SUBSEQUENT OWNERS." of the Public Records of Miami -Dade County, Florida 9767 N.E. 13th Avenue, Miami Shores, FL 33138 LEGEND re A =Arc ASPH = Asphalt 5 9 BM = Bench Mark iS 8 SRG = Bearing C7 CS = catah basin fD ffi CBS = Concrete Block Structure CH =Chord Gratia.= Chatlahoodree rt = Center Lima B CLF = Chain Link Fence CL = Gear $ $ $ CONC.- Conorate t3 D= Dem $ #$$ 0 Diarneter DH = DM Hole S $ DME = Drainage & Maintenance 5� Est ,g E.B. =Electric Box 8 Fnc. Encroachrnerd .F Finish Flow b F.H. = Fire Hydrant F.I.R. = Found iron Rebw FPL - Florida Power & Light $ F.I.P. = Found Iron Pipe FD. = Found p LP.. = Light Pole &t $ M = Measured jai B � M.F. = Medal Fence M.H. = Manhole • $ � b 1 14 , • � =Monument Line b MON. = Monument 1 NIA = Not Applicable NO = Nall & Dl= z 7 c o ro m c 7 g Y NTS = Not to Scale OIS = pftet O.I.I.L. = Overhead utility Linea OH = Overhang P = Plat PS = Plat Book PC = Point of Curvature P.C.C. = Point of Compound TOP OF MEAN cull SEAWALL 8' � a WSidewalk Curvetrae PCP = Permanent Control Point 6y1�ELEVAAGV* WATER UNE +a 17 COMM. NO. PG =Page P.I. = Paint of It�aecdon SUFFIX L Z F.I.R.M.INDEX BASE ELEV. (7YP) = TYPkml = = Pmerty tine EDGE OF 0306 I _ BISCAYNE BAY �,7gp 09/11/09 I PL = Planter NA tER REVISIONS: ELEVATION NOTE: (IF APPLICABLE) Ot id P.O.S. = Point of Beginning MEAN LOW L.F.Elev.= DWG (lowest habbWe floor elevation). WATER W.M =Weser Meter W.V. = water valve P.O.C.= Paint of Commeroerrut WATER ELEV 1929. Lar P.P. = Power Pole (-1.98) AWG a Florievations Demes Spot10/20/11 P.R.M = Peneanent Raferenoe Monument CROSS SECTION P.R.C. = Point of Reverse (W". 1-.25) Curvatrae PT = Pcint of Tangency R = Radbls RJR = Railroad PSM = Professional Surveyor Mapper Bearing, if any, shown based on WA (reference) N/A 8' � a WSidewalk Sac. = Section FLOOD ZONE COMM. NO. PANEL No. SUFFIX F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. (7YP) = TYPkml AE / VE 120652 0306 I L 09/11/09 I + 10.00 N.G.V.D. 09/11109 + 11.00 N.G.V.D. I T =Tangent U.E. = utility rpt REVISIONS: ELEVATION NOTE: (IF APPLICABLE) Ot id W.F. = Wood Faroe 10/05/09 Name Revised L.F.Elev.= DWG (lowest habbWe floor elevation). It tears the signature and the W.M =Weser Meter W.V. = water valve 08/20/11 Update and Elevation shown hereon refer to N.G.V.D. 1929. ghei oriof raisedlicenseda elevations added. Lowest adjacent grade elevation= AWG a Florievations Demes Spot10/20/11 Elev. added BM. 0-62 (MIAMI -DARE) Bev.= 8.86 - S,(�yor and El Taken 05/03/12 Update ZyGarage Bev.= __j2&__ E = NIA Mapper. BOUNDARY AND TOPOGRAPHIC SURVEY. Alvarez, Ai uesvives and Associates, Inc. 9 I HEREBY CERTIFY: that this surtneets the vey mink and technical standards as set ft1t by the Surveyors, Mappers and Land Planners FLORIpA BO VEYORs5701 S.W. 107th Avenue #204, Miami, FL 33173 AND MAP RS in AdminlsttativeCode, ZESSIAdn pursu srida statutes. Phone 305.220.2424 Fax 305.552.8181 � L.B. No. 6867 / E-mail: aaasurvey@aol.com NES 10/01/09 Field Date Scale: Drawn by* Drwg. No. P OFESS ON SURVEYOR AND 09/29/09 111=251 D.G. 09-13529 MAPPER No. 4327. State of Florida. ' !Engineer, PLLC. 9920 NW 44TH TER #306 DORAL FL 33178 Phone (954) 274-249; Fax (786) 545-7636 " Web site: www.lenaineerplic.com; E-mail: juanMengineergllc.com PAG.E ;j COVER SHEET DATE: June 21, 2012 PROJECT: NE CORNER ADDITION ADDRESS: 9767 NE 13th Ave Miami Shores, FL 33138 CLIENT: i/92 This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thry 92. Computations were performed to the best of• our knowledge according to ..sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning Into service, the in-house developed software was thoroughly checked by performing A, parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 92. iEngineer PL,A #29119- Juan C. Moreno.. F.L Rdg;�II'II�IIP.E # .69818 VALID ONLY FO VALID (I) PERMIT ONLY. VALID ONL ITH RAISED PE SEAL -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. !Engineer, PLLC. ` y 9920 NW 44TH TER #306 DORAL FL 33178 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerplic.com; E-mail: Juan iengineerplic.com r PAGE ii/92 INDEX DESCRIPTION PAGE Wind load calculation (windows & doors) 1 NOA (windows and doors) 3 Wind load calculation 48 Wood joist, straps and hangers calc 49 NOA (straps and hangers) 51 Roof hollow core plank design 64 Concrete & steel framing design 65 Concrete footings design 80 Raised concrete slab 87 Terrace hollow core plank design 88 Metal stud design 89 .4 k 1/92 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 'r MECAWind Version 2.1.0.6 per ASCE 7-10 ' Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 6/20/2012 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JUAN M\My Documents\JOBS\TOM GILI\9767 NE 13th Ave Miami Shores, FL 33138 \CALC\windows and doors.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At 0.09 Bt 1.07 Am 0.11 Bm 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0.4 : 12 Slope of Roof(Theta) = 1.91 Deg Ht: Mean Roof Ht = 15.50 ft Type of Roof = Monoslope RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1261.00 ft^ 2 Bldg Length Along Ridge = 42.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 9.30 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 554.83 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 6/20/2012 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JUAN M\My Documents\JOBS\TOM GILI\9767 NE 13th Ave Miami Shores, FL 33138\CALC\windows and doors.wnd Gable Roof 0 <= 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) A11 pressures shown are based upon ASD Design, with a Load Factor of .6 Description --------------- WINDOW SH 36X48 WINDOW SH 24X32 DOOR 36X80 WINDOW SH 37X51 DOOR SL 84X80 WINDOW 84X62 WINDOW 36X32 Width of Pressure Coefficient Zone "a" = 3 ft Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf --------------------------------------------------------- 3.00 4.00 12.0 5 0.89 -1.23 52.02 -68.96 2.00 2.67 5.3 5 0.90 -1.26 52.64 -70.18 3.00 6.67 20.0 5 0.85 -1.16 50.30 -65.52 3.08 4.25 13.1 5 0.88 -1.22 51.73 -68.37 7.00 6.67 46.7 5 0.79 -1.05 47.45 -59.82 7.00 5.17 36.2 5 0.81 -1.08 48.31 -61.53 3.00 2.17 6.5 5 0.90 -1.26 52.64 -70.18 7" Pi 0 MIU►M =min DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NQ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: 3/92 MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26"i Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590. F (786) 315-2599 This NOA is being issued under the applicable rules and regulatio governing the use of construction e ocume on suvrattlea Has been reviewea ana accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 404040, titled "Alum. Single Hung Window, Impact", sheets through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, sign and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision staff with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Contra Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall I required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, mode herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114 0510 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: Mareh 26, 7016 Approval Date: November 03, 2011 Page 1 4/92 PGT Industries "- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hum window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Tes Report No. FTI. -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. Submitted under Previous NOA No. 0 7-0322.06) 2. Test reports on:Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FIT, -4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin fame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin fame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 051018.01) t Jaime D. G P. E. Product Control Section Supervisor NOA No. 11-101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 5/92 PGT Industries INOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowwu D) 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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, bath signed and sealed by Edmundo Largaespada, P. E. i (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per F$C, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s 1NTL -4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submi ted under previous NOA No. 05=-1018.01) C. CALCULATIONS T 1. Anchor verification calculations and St uciural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 11 6/92 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBG -2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, F TL -4645, FTL-4649, FTL74723, FTL-4947, FTI -4650, FTL--4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 07-0322.06 and 05-401& 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.L", approved on 04/21/2011 and expiring on 03/23/2016. E-3 f Jaime D. Gas ' n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date. November 03, 2011 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6f10' LAMA CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. S. SMS' LAM CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF V8' HEAT STRENGTHENED GLASS WITH A AN DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/18' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LITES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 718' LAMA CONSISTING OF (1) LTTE OF 3118" ANNEALED GLASS AND (1) LITE OF 3M0' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7110' LAMA CONSISTING OF (2) LITES OF 3M0' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPBAFE MAXIMUM PV13 INTERLAYER. G.13118' LAM] IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 8118' LAMA CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. H.13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 818' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LTTE OF Ue' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXWEEPSAFE MAXIMUM PVB INTERLAYER, 1.13118' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE AND WTO' LAMI CONSISTING OF (2) LITES OF 1ff HEAT STRENGTHENED GLASS WITH AN .010 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7118' LAMB CONSISTING OF (2) LUTES OF 3/18' ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER. K.13MS' LAMA IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3110' HEAT STRENGTHENED GLASS NTH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L.13f18" LAMA IG: (1) LTTE OF U8' TEMPERED GLASS, AN AIR SPACE AND IMS' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ,&M.13M8' LAMI IG: (1) LITE OF 1f8' ANNEALED GLASS, AN AIR SPACE AND GMM' LAMA CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1380.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1308.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REOUIRED. 0. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4848. FTL•4846, FTL-4847, FTL-4848, FTL4849. FTL4=. FTL4081, FTL-4723, FTL4987, FTL-49M AND FTL-6083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL S. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY , HURRICANE ZONE (HVHZ). I ALUM. SINGLE HUNG MNWW IMPAC wowoM� FLsova *Abb aer 8tt�oo NTS 1 d ff "400 0 NOA DRAWING MAP FRODUCrREVIM V N SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 ELEVATIONS—— . .. . ...... 4 VERT. SECTIONS ............. S HORIZ. SECTIONS............ e PARTS LIST ....................... 8 EXTRUSIONS .................. 7 CORNER DETAIL............. 7 ANCHORAGE....»a..»........ 8-11 FRODUCrREVIM V N ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. GLASS SITE C� I I III I u GLASS BITE O �Y�1•mmmp_pd-d ■InII 1 UKY- K-jj 118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS elle"Nom. 6/16" LAMINATED GLASS )M. BITE L1v,uu or L iNOTHENED GLASS WTERLAYER IGTHENED GLASS iGLASS 13/16" LAMI IG GLASS W/ 6/16° LAMI %MglFL8481 FSGi4 <3 EXTERIOR INTERIOR (ALL SECTIONS) Ca 3116° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOL.UTIA OR DUPONT PVB INTERLAYER TMW ANNEALED OR HEAT STRENGTHENED GLASS 7/1W LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS SITE C+% 311W ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED AIR SPACE 118" TEMPERED GLASS® 13116° NOM. 13/160 LAMI IG GLASS W/ 7/16" LAMI rib TGLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT Bauu ",r,rdoc e� OHM Ful! 2 u 11 404420 F, \,YNN 11114— i aa � •' 55705 FLOR�QP' �a a uihdlV NLteA` P. FL P•E•# 68705 DD CSO N 0 0 1M FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION& BASED ON FLANGED WINDOW TF -TO -TIP FRAME DIMENSIONS WINDOW FLOW TABLE 2. 48" TABLE 1. MDTH OL.ASS TYPE 83" 88" 88" 70" 72" 74" 78" 48" A,8, +80.0 -80.0io -80.0 +80.0 -90.0 +80.0 -851.0 +$0.0 -90.0 +40.0 -90.0 +80.0 •X.0 or +$0.0 480.0 +80.0 .80.0 +60.0 4WO +KO -80.0 +80.0 -80.0 +90.0 •410.0 +79.0 79.0 92- A..M +80.0 -80.0 +80.0 -00.0 +60.0 •80.0 +80.0 -0.0 +78.8 -78.8 +77.3 77.3 +79.9 78.9 83 lw A,B,M +01.0 •80.0 +90.0 -80.0 +79.8 79.8 +78.2 78.2 +78.9 .78.0 +784 •76 4 +74.0 74.0 UP TO S3 C.D. , ,GiH,kJ,K,L +80.0 -�.0 +80.0 -0.0 +80.0 -80.0 +80.0 -80.0 +80.0 -�.0 +90.0 -�.0 +80.0 -80.0 STANDARD VIEW 6 RADIUS TOP FLANGE OR INTEGRAL FN WINDOWS Wl HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAMS DIMENSIONS WINDOW NINWIT glry0'1'H GLASS TYPE 1 38 318" 44" 60 919" 83" 72" TABLE 2. 48" A ,M +80.0 -80.0 +90.0 -W.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 80" A.B,M +SQ.0 -�.0 +80.0 -�.0 +80.0 •80.0 +70.9 -7R9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82" A. +$.0 -80.0 +90.0 -00.0 +00.0 .80.0 +78.9 •78.8 +70.0 -70.0 +08.8 41RS +87.8 •87.8 83118" A. +80.0 -80.0 +80.0 -�.0 +S0.0 -80.0 +79.0 -78.0 +ORO •88.0 +88.7 •88.7 •�.6 •88.8 UP TO 83118" 040. F, ,HK.tJ.K,L +So.0 40.0 +00.0 40.0 +80.0 -MO +90.0 40.0 +70.0 -MO +70.0 -70.0 +70.0 •70.0 H7, MEETING RAIL � H �® W HT. Q MINUS SASH HT. HT. MEETING RAIL -)C 0. 1311V LAW 10 - V8- T. AIR SPACE, ORB' LAMI - IAM.060,118-A FTL4848, 4723 H.13110- LAMI 10-118° T, AIR SPACE, 911V LAMI - iWA,.09D,1/8-HS FTL4848 L 1018- LAMI IG - V8- T. ABR SPACE, BMS° LAMI - WHS,.090,lWHS FTL-4048 J.13110- LAMI IS - I " T, AIR SPACE, 7118" LAMI - W14M.090, 3M8- FTL4849, 4890 K.13M8- LAMI 0 -1W T. AIR SPACE, 7118° LAMI • (NIVA,.090, 3118 -HS) F1L4849, 4880, 4989 L 13118- LAMI IO - V8- T, AIR SPACE, 7H8- LAM{ - 1S"H6,.090, 3i18°HS F7L-4949, 4960 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO APOSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED TO -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SW MINIMUM TO 3B- MAMMUM O SM74 New I An 1 3 a 11 1 4040 florid" llllll� � LYNN lyu�_'i, jc�t r No. 89705 'O A. LYIVIN'Zliii , P.E. FL P.E.# 88708 CD N 0 , ' 63118° MAX. FLANGED WIDTH 62118' MAX. I.F. WIDTH 49 618" MAX. FIXED DLO (ALL) D-1 76"MAX, 76" MAX SEE TABLE 0 j 0-1 HEIlHTF® S �DA O � A HEI PIT TLEJ_ 78' MAX, 70"1 LAX. 3JFLANGED L FLANGED 8/lir HEI HT HEI SEE DLO MAX TABLE X jSASH SEE DLO X 3 (MAX) HEI HT TABLE / NOF4 L 48114" MAX. VENT DLO (ALL) DETAIL B DETAIL A STANDARD SASH 111 E-1 76" MAX,gE MAX I. SEE dL0 I HEIFIFHT TABLE � ® SEE OLD TABLE 078" MAX 78" MAX,FLANGEDFLANGED HEISEE DLO TABLE X �H SEE DLO TABLEHEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. PIOPoDAlB, FLBCl PA.B!'F'L' Y 74 C 0 Cj X j DETAIL C avw I NTS 1 4 d 11 1 4040-20 76" MAX I.F. HEI HT AL FLANGED HEI HT 3 4 tlUit M/(� '•.4r 69705 :IOP: STA O)It 110 ONA a LY(fP ilii , P.E. FL P.F–# 66706 O N DAYLIGHTVERTICAL OPENING DETAIL I DIED LlT LOW SILL HIGH SILL A 1 34112" 34 311 B 416/8" 41114" C 41114P 40 718° D 62 618" 6211118" E 62114" 62 6118" H' DETAIL LOW SILL HIGH SILL A 34112" 34311 B 27 711W 27118" C 27 7118" 27118" D 18 318" 16 314" E 18 318 163141 TABLE 6. avw I NTS 1 4 d 11 1 4040-20 76" MAX I.F. HEI HT AL FLANGED HEI HT 3 4 tlUit M/(� '•.4r 69705 :IOP: STA O)It 110 ONA a LY(fP ilii , P.E. FL P.F–# 66706 O N I - 2.784°—►{ `— IIINSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOOKS, (1) (r FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING CFAF NOTE: BALANCEPARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,18 -+---- I I I MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE MAX WIDTH SECTION A A INTEGRAL FIN (If.) FRAME SECTIONS ®INSIDE 47 2. HIGH SILL 2 LOW ff SILL m4ll -TTV-. HIGH 48 LOW SILL HEAD 68 2.'7 &.z1DE p 53 i Am 11 II v (LOW SILL) - - — OTE ABOVE rllq54 64 � illtlD*ILYNN...��''41%SEE oULTRALIFT 89 NLY ULTRALIFT:' 705 12 oY SECTION C -C SECTION B -B MIUS TOP = k (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL -FLANGED VERSION)O `lo 61 0 L✓iF 18�DfH1 v NO CHANSO rr ahmEr ,a oTe�wowo r omve SECTIONS '.,0,�: •., F .......... o• Isaw Lr+ tol cMo""M"mBlii�TN010°1 °ate ALUM. S/NOLEHUNQ IMIYDOW IMPACT Pic S ADD LF.aWMM86CONSOMTESAt cawoya 8 POBQDCt84B�uNeen o*+aa. rtm A LYPJIIU8EP.E. FX .W tam V�fiwNot �8s2T4 8N700 'Haff 5 s 19 4040-M D FLP.E.#8 to N i-I.F, FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 d/% 2 i�I.F. FRAME,& I-2.764--{ .oma pi I II II 1 I� I z 830 2.330 OFLANGE FRAME HEAD #4002A, 6063-T8 WELDI I I+-1.7as •�^ O FLAN FRAME SILL (I �M I 8 or 50 L -ALG -- -- O FLANGE FRAME JAMB #4004,6083-T6 (USED AS RADIUS TOP HEAD) �.4 �-,.451"iT OSASH STOP #47th, T8 1 � 2278---1 .082 ae2 21 FIXED MEETING RAIL28 SASH TOP RAIL #4084A, 8083HD-TB #40=, SOWS -T8 F.2.784—►� O FLANGE FRAME SILL (HIGH) #4080A,8063 -T8 .062 �+-1.513--i f.738 17 SASH STOP COVER #4053,5083-T5 SEALANT OR GASKET n uu AT HEAD AND SILL I VIEW D -D (1118, VIEW HEAD & SILL, RADIUS TOP SILL) FRAME CORNER CONSTRUCT .050 -+1 1.166 F+ .878 .062 349 GLAZ� 5/16° #4039B. 6063-T6 BOSS (2) VIEW E -E (RADIUS TOP HEAD ONLY) 31 SASH SIDE RAIL #4008, W03 -T5 28 SASH BOTTOM RAIL (LOM #4007, 8083-T6 _ e-7 1.m -I ---.-IT O GLAZING BEAD 7/16" #4222, 6003•TS 68 SASH BOTTOM RAIL (HIGH) #MIA, 6081-T5 P-001% I4OKOIIG�, FL 84p74 .0 � 1.116Tr r�� 46 45 GLAZING BEAD, 7/16" On= 6083 -Ts W= Wl GRIM KIT) .050 1.088-3'+ •i 42 GLAZING B .6/16" Pf #40448, 8083-T6 08 (USED W/ GRILL KIT) A �� 11ri{ � � l •_ ��1� .683 —1 + X1.087 0=7.6063 -TS B° I &rm I hW 17 -11 I --•� 40,020 LYfSN AAj� ii * : W. 68705 Of 8T ,SSIONA� PL LY{ (MI ah,, P.E. FL P.E.#68708 W N ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE S. - WINDOW HEIGHT SUBSTRATE: 28 503 34.603 40.603 1 4SAW 52.803 68AW 64.643 78.000 QZ Qz 0z eq .-8` P$`� "8�8� "8�3 `�8� "8`�8cq WNDOW GLASS ' 8�8 v"8`�8 $ WIDTH TYPE C,D,E,F,Q oDuCrRBvlsf� aompiftwith umFiarla JAMB ABOVE 2 3 c� . MTG. RAIL JAMB BELOW MTG. RAIL �t0� (FULL DP) HEAD 2 JAMB ABOVE 2 3 _1 1 _1 _ JAMB BELOW 19.128 H,LJ,K,L 121111121112229 2222222222222222222 2_ 222 2 222232233 1 A,B,M 1 1 9 1 1 1 _1_ 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1211111211122212222222222222222222222222222 TF, 2233 C,D,E,F,Q 1 1 _1 1 1 _1_ 1 1 1 1 _1 _1_ 1 _1 _1 1 1 _1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 21 11 21 21 21 2221 2222222222222222322222 32223332233 A,B,M 9 1 1 1 1 1 1 1 1 1 1 _1_ _i _1 1 1 _1 _1 1 1 _1 _1 _1 _1 121112121212221222222222222222232222232223332233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 HIAK,L121222231222231223232223232223332233343233343344 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 121222231222231223232223232223332233343233343344 C,D,E,F,G, 1 1 1 1 1 1 2 1 _1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H.W.K'L 221 222231 22323222323222323 2323342333343334363344 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABM 2 2 1 2 2 2 2 3 1 2 2=3 2 3 2=2 2 3 2=3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 ]3_5 3 3 4 4 PS 79 C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,LJ,K,L 221222232223232223232323242333342334353334453344 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 2212222322 33232223232323242333342334363334453344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 _2 _2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,bJ,KL 222222232223232233242333342333342334453446 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 k33 ABM 2 2 2 2 2 2 2 3 2 2 2 3 ]2_3 2 2 3 3 2=4 2 3 3 3 3 4 2=3 3 3 3 4 :2]L3 3 4 PS 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 48.000 H,LJ,K,L 2222222322233423333423343423343633343833 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3, 22 ABM 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 PSF 72 79 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 _3_ 63.125 H,I,J,K,L 2222222322233423343423343433343833444834484834fi8 _2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 213 ABM 2 2 2 2 2 2 2 3 2 2 2 3 3=4 2 3 3T4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 6 3 3 4 5 4 8 3 4 4 5 vasga+sae W01(Ol�98, RL 964T4 NTS 1 8 -11 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 Ur MAX. FROM TOP CORNERS JAMBS -17112° MAX. FROM TOP CORNERS 16° MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE MAXIMUM DESIGN PRE68URE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LUTED)l 118 HEAD 2 oDuCrRBvlsf� aompiftwith umFiarla JAMB ABOVE 2 3 c� . MTG. RAIL JAMB BELOW MTG. RAIL �t0� (FULL DP) HEAD 2 JAMB ABOVE 2 3 vi N M/(� MTG. RAA. JAMB BELOW MTG. RAIL IMPACT 4040.20 0 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WI=W HEIGHT SUBSTRATE: 29.855 37.155 44.656 52.165 58.656 67.165 74.655 76.000 ANCHOR TYPE. p v a p a p a U p v U p v 0 p 2 0 p U-0 p WMDOW GtA88 � a0 8 ac�-2� 8-8`�1"8�� "��8` -8`4 z,;�8`�1"8-8 WIDTH TYPE 19.125 C,9,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2221 1 1 1 222 221 1 9 1 1 22222222222222222222322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111222122222122222222222222222222322232322232 _1 _1 PSF 78 C,D,E,F,G, HIJKL 1 1 _1 1 11 1 1 1 1 221 _1 1 _1 1 222222222222222232322232322232AB,M 1 _1_ 9 1 1 ___24.0 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 #2�i 2 23 23 2223 2 3 2 2 23 2PSF 68 77 C,D,E,F,G, 1 1 1 1 111 1 1 2 1 1 1 1 1 1 1 1 1 1 S2.000 KLJ,K,L 9 1-11 1 11 22f22 2223222233223333 3233332233433243433243 ABM 1 1 1 1 1111112222232222332233333233332233433243433243 _1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 PSF 58 57 78 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 S7.OW H,IAK,L 11 1 111 2222 2:L32223332233333343333233433243443243 AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 IL 2 2 2 213 2 2 2 3 3 3 2 2 3 3 —31-3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 78 62 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 1111 11 222222 232233332233433343333343443343443363 ABM 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 III 1 1 1 1 _2T2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 _2 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 48 78 58 78 78 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 84,000 H,I J K,L III III 111 212 2 2_2T2 3 3 3 3 3 4 2 3 3F_3 4 4 3 3 4 4 3 3 4 3 4 4 3 3 5 4 AB,M 2 2 2 2 2 2 2 _T2_2 2 2 2 2 2 2 2 __41:3 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 344-3343 5 4 PSF 46 74 51 74 78 78 J32 C,D,E,F,G, H.IAK,L 2 2 2 2 2 2 2 1111 11 2222?2332233343333443344443344444354A,B,M 2 2 _2 2 2 3 2 2 2 2 2 3 2 248,000 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 21 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 33 4 4 4 4 4 3 3 6 4 PSF 41 67 46 67 76 78 C,D,E,F,G. 2 2 2 2 2 2 3 2 2 3 3 2 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L q 111 11 2222223333334444334444334455435455 3354 A,B,M 2 2 2 2 2 2 3 2 2 t313 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1=1 1 1 2 2 212121213131313 -4-F4 3 3 4 4 '47i 3 3 --+41-44 4 4 4 4 -31-3 4 4 5 4 4 3 5 4 6 4 4 3 5 4 ANCHORAGE ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- V4" ELCO TAPOONS 2 -114° ELCO 384 CRETE -FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -1S 1Y1" MAX. FROM TOP CORNED JAMBS -171/2" MNL FROM TOP CORNERS 15" MAX FROM BOTTOM CORNERS S" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4: TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FN DIMENSIONS ®ARE 1" LESS. &ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: JANBABOVE*Lwao MrG. RAIL_ JAS BELO MTG. R (FULL OF) t u u t HEAD 2 ``�.��y �VNN ...t4 . JAMB ABOVE 2 2 o lose ~� ��a MrG. RAIL �:. yg1oS JWAMbM BELOW MrG. RAIL N = ao. o Io 0j 21i` p . 631, �oP C.) DARD VIEW FJG I INS/MB 1 11 ' TPA3wwiww— P.O.BgRttf� 4 �� ae�.e ar. mrow a. A. LYN MILD, P.E. a1[ 1-I 7 N>btOMte. Fl 8647VW* BetterA. NT3 8 a 11 4040-20 O FL P.E.# W705 ANCHOR QUANTITIES ABOVE MEETING RAILEAD 8 JAM8S CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. LDP W TED) 1?2 JAMB BELOW1 2 1 MTa RAIL W HE MANUS SASH HEIGHT FROM TABLE S. TABLE 8. is Dlo. 68708 JAMB BELOW MTa RAIL 2 = k W SUBSTRATE: MEW 17.126 22688 1 28211 33.7 1 9.296 44.838 12.778 60.382 66.925 ANCHOR TYPE: M GLASS cf NU� ZrZO$� � pZMZ_ c v p to ZZ N 0 NZ 'Z N$ eqZ !1,, Z Z �-$ �Qj N8 -Nal QQ N8^ Nal-I-1le3 N •- �of `".tQNg"$of 8 WIDTH SS GGII 'i 'F 8 UU UU Wm SQ UU 19.126 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 1 2 1 2 24.000 2 1 1 1 1 2 1 2 19.126 D,E,F,J, 1 ....1. 1 _..'. - .. 1 1 --2 - 1 _..2....2..._2 - 1 1 1 1 1 ...2. _ 9 ...2 - 1 ..2 1 1 ..2 _ 1 ._.2 .. _ 1 1 1 1 1 .. 1 _.3.._3 1 1 _3_ 1 37.00079 KL 1- 2-. 2_ 2 3.....Y_.3.... 1 2 2 3 2 1 2 1 3 3 2 3 3 24000 D,E,F,J, 1 ..'.._'...'. 1 1 1 _2...._2......2_. 1 1 1 1 _.2_..2. 1 1 1 1 1 1 -2 1 _.3._.3_. 1 1 1 .._3 1 __3..._3.__3._ 1 1 1 .3..__3._4_ 1 1 3 KL 3 3 2 3 3 3 3 4 3 3 4 3 4 4 2 4 44.000 2---2...__3.._..3 Be 7e 2 32.000 D,E,F,J, 1 -_�_ 1 _.I 1 -;I- 1 1 ---2 1 2 1 1 _3.. _ 2 _ 1 1 _3 . 1 1 .3_....2_ 1 1 -4 1 -•3 _- 1 1 -4--- 1 1-1- --'4 1 1- KL 2- 2 2 3 2 3 3 3 3 3 4 3 4 3 4 6 1 3 4 S 4 4 3 73 6 3 6 72 PSF 78 2 1 2 1 2 2 1 2 2 3 3 3 1 4 1 3 4 [_4__F3 1 4 1 6 1 3 14 6 1 3 6 15 3 6 37.000 D,E,F,J, 1 9t?979 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 KL 1 _-2... 2 3 _2 3 3__.3..._4. _3 _3 _3- 4.3 _.4_ 4.._ _4_ 6 6_ 4 B.. PSF 79 7940.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 2 2 3 33 4 3 4 4 3 4 4 3 6 4 4 5PS 78 77 78 78 78 44.000 DE,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_2 KL 1 1 2 2 3 3 3 4 4 4 n2`2 3 b 4 3 6 6 4 6 6 4 6 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 1 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1 1 2 3 3 4- 4 4 5 4 b 5 4 6 3 4 6 8 8 5 PSF 71 78 89 71 88 T7 88 69 63.126 D,E,F,J, 2 2 2 2 W22 2 2 S 2 3 3 2 3 3 2 3 3 2 3 3 2 3 KL 1 1 1 2 3 3 4 4 4 6 4 5 8 5- 8 8 1 6 1 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED 1MNDOWS BASED ON SASH HT. Ro omcol MAX PSF LDP W TED) 1?2 JAMB BELOW1 2 1 MTa RAIL (FULL DP)e TABLE 8. is Dlo. 68708 JAMB BELOW MTa RAIL 2 = k W I e 1� a ,' _OfCUSTOM MEW 17 SASH HEIGHT SUBSTRATE. 12.778 15.776 18.7778 21.778 24.775 27.7776 30.778 WINDOW ANCHOR TYPE.* (Q�Q�1 �'QN �-$ �Qj N8 -Nal QQ N8^ Nal-I-1le3 N •- t��3 N- `".tQNg"$of 8 WIDTH SS GGII 'i 'F UU UU 3 SQ UU 19.126 1 1 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 1 2 24.000 2 1 1 1 1 2 1 2 2 22 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 1 3 4 1 2 1 3 37.00079 2 1 2 2 2 2 3 1 2 1 3 3 2 3 3 3 3 3 3 3 4 1 3 L3 4-1-3 1 4 40.000 74 2 1 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 Be 7e 2 2 2 2 2 2 3 2 1 3 3 13 3 4 3 3 4 3 4 b 3 4 S 3 4 48.000 03 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 6 1 3 4 S 3 4 63.126 73 So 88 72 2 1 2 1 2 2 1 2 2 3 3 3 1 4 1 3 4 [_4__F3 1 4 1 6 1 3 14 6 1 3 6 15 3 6 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1- VC ELOO TAPCONS 2 - 14 ELCO SS4 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18112" MAX. FROM CORNERS JAMBS -171Pi MAX. FROM TOP CORNERS 11 1w MAX A80VE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO W MAX. P. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1°LESS. 8. DF�IGN PRE88URE LIMITATIONS: ® 812E BLOCKS OF THE ADJACENTTABLE WITH A BOLD ITAUGMED VALUE ABOVE THEM, MICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SLU AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL. (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: Ro omcol MAX PSF LDP W TED) 1?2 JAMB BELOW1 2 1 MTa RAIL (FULL DP)e is Dlo. 68708 JAMB BELOW MTa RAIL 2 = k W I e 1� a ,' _OfCUSTOM MEW 17 FJG s�oePIPS02merg awc�, a IM. SINGLEa.reor a ear ft -ft as A LYNt��(d.l.�, P.E. FJ6 7/18 6?/18!07 8H7AD 'k 10 u 11 4040 0 D FL P.E.Ii 58708 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCIC (SEE NOTE 4) l EXTERK)R INTERIOR ALL HEAD AIS SILL DETAI ) CONCRETE ANCHOR (SEE NOTE le, & 3) ® 2z WOOD BUCK 1 ®(SEE NOTE 4)� :'� .:'.• 1318"MIN•,1/4"TAPCON® •1.3/4' MIN., 1/4°CRETE-FLEX �I 1/4 MAX SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELC.O TAPOONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR (SEE NOTE 2 & 3)® UP 884 CRETE -FLEX. 3 FLAT HEAD ANCHORS WHERE REQUIRED MUST HAVE #12 TRIMFIT HEADS DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 3/8' 1/4" MAX. SHIMI�MIN 1 1/4• MIN. 1/4' MAX. 'HIM -1 FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) • • i 3.38 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. B ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) ip III INTERIOR JJ� (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX 1!4' SHIM .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND 6" O.C. ',.WllJllllJ 11 1/4" MAX SHIM DETAIL F, (HEAD) FRAME .131' DIA. MIN. x 2 VP" NAIL, AT CORNERS AND 8" O.C. L.131"DIA. MIN. x 21i2' NAIL, AT CORNERS AND 6' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE MI W%FLWM M% 4NO DETAIL G. (SILL) ILUM. SINGLE HUNG M awn NT8 171 d 11 1/4' MAX. SHIM 4YNN Q = k . so - 68705 a I I ' - s. OK .. Fcoaw. • �C��. IMPACTONAL�`��` im A. LYNI�f MILLH.I�; P.E. 40409x0 D FL P.E.# WM 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 tit° 1� MI ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE . ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. & FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6003 -TS AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE 1�" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM METAL SCREW WITH FULL ENGAGEMENT IM'O THE ALUMINUM IF THESE CRITERIA ARE 1 1/4• MIN. 1/4' MAX. 'HIM -1 FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) • • i 3.38 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. B ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2008). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) ip III INTERIOR JJ� (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX 1!4' SHIM .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND 6" O.C. ',.WllJllllJ 11 1/4" MAX SHIM DETAIL F, (HEAD) FRAME .131' DIA. MIN. x 2 VP" NAIL, AT CORNERS AND 8" O.C. L.131"DIA. MIN. x 21i2' NAIL, AT CORNERS AND 6' O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE MI W%FLWM M% 4NO DETAIL G. (SILL) ILUM. SINGLE HUNG M awn NT8 171 d 11 1/4' MAX. SHIM 4YNN Q = k . so - 68705 a I I ' - s. OK .. Fcoaw. • �C��. IMPACTONAL�`��` im A. LYNI�f MILLH.I�; P.E. 40409x0 D FL P.E.# WM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO. Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 18/92 MMI -DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 SCOPE: This NOA is being issued under the applicable rull and regulations governing the use of construction viewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as descnGM TeMeM, and RUTUM-dUIPM Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" WE Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 1ABELING.- Each uni a permanent a WITH e manuiaclurers name M lugo,vity, IMF M following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07-0731.04 and consists of this page 1 and evidence pages E- land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. [i NOA No. 08-1015.05 Expiration Date: Augast 15, 2012 1t Approval Date: December 12, 2008 Page 1 19/92 Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per PA 202-94 5) Cyclic Wind Pressure, Loading per PA 203-94 6) Large Missile Impact Test, per PA 201-94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02-121L18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300-02 (Submitted under NOA # 07-0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07-073L04) 3. Laboratory addendum letter for Test Report no. CTLA-6%W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted underNOA# 02-121L18) 4. Laboratory compliance letter for Test Report no. CTLA-696W, issued by Certified' Testing Laboratories, dated 11/11/2001, signed and al dby Resh Patel, P.E. (Submitted under NOA# 02-121L18) � Jaime D. ancon, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E-1 • i Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07-0731.04, issued to Jeld-Wen, Inc. (OR) for their Series "618" W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS I. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E-2 20/92 Jaime D. GQon, Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 JFJJrVIEN® Steel Am' T>. 8'0°MN00DE�OPAQUESIEEz OM/$NWV1i �IPALiDDDRUA0l81M7!/AM?fl/OUf6R7A/l�S 1. THIS PRODUCT IS OESM TO MLY WRH THE CURRENT am exam M AHD NO VELOtx1Y HLAtRXANE ZONE 11W MOMM 2. WDA am N ODOM aw BE MMM PRDPLTB.Y TO woov LOADS TD THE STRUCiM a PRODUCT AN12M SHALT. BE AS LISTED AND SPACED PER ANCHOR LOGTTION DRAMWTX,S. AWN 020" TO BASE MATERIA. SAL BE SEW WALL ORES911O OR SRI= 4. SEE TABLE 1 ON THIS SHEET FOR WO PRESSURE RAWM 5.7M PRODUCT M TRE WELTER MMMUM FOR WMr MM SEE THE DESgm PRESSURE WART saw. 6. DOORS ARE WACTED Alm W NOT REQUIRE WW-OAOE APPROVED IMPACT RE=Mr SHUITERS. 7. UM-aW APPROVED DIPACT RESISTANT SWTM ARE REOLBRED FM SoaRES. a SMELM ARE AN OFWN ARD CAN BE USED IN A SWO E OR DOUBLE COMOLRO ) r REMBSRALOY UTEDORWOR Comm toaft= omcOmW 001MfaRCAN9T wT10H8: Fie 24 ga (O020� mf+drmrm thtdaxxrs Colvanked Stmt A-823 omnmerdal Q 7 - AXDO pet ASD/ 820 eRh average mtrdrnam y1dd efrengfh F)(—)-24.600 pst , pdyatyrmro wM 1.0 to 1.25 Uld dw,*. by owAnd EN e: The ocUm ad kodW pwWs aro mnshctW From 240A (a020• rrdn.) gdm%W l dwL The Face died tope and bottoms are bent 80' act da top and bdW trite. The top LVL rd nwam 1.67' etde x 1.042' ho. The dW bobm rag b mg f6vW 0.021' gahmdxed 1.67' " x 1.21• htgh The ddes of the face sheet aro mg fo� Oro LTA fabeh db arM Pondmoea Pbro FIs sMdr rr enn 1.67' x I.W. The bdmlor cmgy Is Bed wM poot mmie. The Ftrea Tla sash born 24GA (O.M- min.) g*xdeed ded. Tiro edges of Oro fano shed are bent ow the cue ow ow to R The sWoft pwwh aro mdW to mcd o Aro OM UP Lb Frmnea or the opflond TrWly Light Fmm (See dwd 7 for gla*v detolb) The fife homes we ceded rr1 OSD gfahV cmvwnd an the errtmdor. the framm aro con*== from Pondmoso Pbro )ombs meostsbrg 115' PW x 4.5825' deep. The door and ddegte head Jambs me aw bod and butt Jobnd to 8a ride )mots mrd dbdW r(Dr (3) IBCA 2' x 7116' emrn wM The Wb use o standmd bump foe Pardw thmdmw meoetsbrg 4.041 deep x 1.0• hlgh. The fh sW W b akached b & the f = wM 3 16GA. 2' x 7 18' cram We doles 8O' MAX OA PANEL NEW 81.23' MAX. Q OA FRAME Hwff — 74.8' MAX OA FRAME WW - 125' 58 625` tUX OA 38• MAX. OA W/ASIRAGAL PANEL WIDER I IM K4CFMKS AMVE e e 81.23' MAX. DA FRAME HEM 80' MAX. OA PANEL 70.18 MAX DA FRAME WIDTH 73' 78 MULL TIP. 873' 38' MAX OA ifP. _jr PANEL WIDDI 0.823• J ® 0.78 J 0.628 -I U) W1A IAM FROM L7tTMR 107' MAX OA FRAME WIDTH — 37.75' MAX OA r r .125' .75' MULL FRW 18 MAXW OA I T3 36.625 - AM W��D"WAIOA M' MAX OA 64R TIP. 875' TMP. PANEL W*=PANEL WIDTH F KwW AM 1 80' � MAX OA PANEL PA EL HEOff HID W 8125' 6 8125' 9 MAX • MOAAX � FRAME FRAME i9>7tT HEIGHT go go go a62s' 0.75' 0,60, s=F allawr!1 IVR (YT TABLE 1: am PRES= RXIM-10GE WEB gfala ldt ffiv w B MW M" goat w 1X a6 xa (W) X87 pd _70 I We =I- *= Sam tw w w (IDL M ta10, 00 fig? Pd -S7 Pd 1/0 tit-g6w Mw 13.8' MNL OA SIDWIDTH 14'EUTE FRAME IWL OA PANEL WIDTH B' MNL OA DLa WIDTH 63.123• MAX OA D.L.O. H9W 4 U WAC► Axot W/ troer—tMPacT 1eErE0 FROM EYIERIDR 13.3' MAX OA SfDELfIE FRAM WM U' MAX OA PANEL WIDTH 6' MAX OA DLO. MM — M -T FM er. m S-2104 1 W. New irf �i L ft 41M PTC LLC Phor J21 -a-1788 m ro. — Fax: 321-M-1788 — M -T FM er. m S-2104 1 W. ISEE NOTE ON SHL I.& OTHERS SEE NOTE ON SHE SEE NOTE 1 ON SHt 4® PRODUCrREVMW SEE NOTE 7 as FlorMB 1 B S 6 3 2 19 ON SHE 4 rO* Cmxml . Btvl�n 175' PALL IM 4 • 1 ! 10 8 /�/�� • .34 ON SHEETS i 9Y OTHERS 0.25' NAIL ° s C as SH01 � 1.50' AM EYED. ASTRAGAL THROW 901.TS 2 TOT 1 EAtbf, 0.31DIA x 9.0' LG. AT TOP & BOTTOMwmm � ►� � SEE NOTE 2 1 SHT. 4 PROBL'CtRHVEM �� BePtmtds ASIRMAL MU AnWW pETBQ,� tdo 0 NOTE: DET! 24 NOT SHOWN THIS VIEW FOR CVVY Gia P ^ o Bir's:au • t �+ 9-11-01 1 1 PMPmod of. N.T.S. 6ts 8 Rr1n aVIC QCL 9Y9 S. WELL FMr4cl P. 6 NN.°� 41J23 Nai LLC Phmix 21-80-1789 S-1101 ateri a pmraeen o F= J21 -NQ -•1788 MW -L a -L 9F NOTE ON 9,r SEE NOTE ON SHE. SEE QAZW WAU I SHEET 7 SEE NOTE ON SHE i • F 1.75' MW. PANEL THK -.@9Ar NOTE 5 ON SHE 4 SEE DETAIL 5 ON SHEET 5 NOTES. 1. SPACDIG FOR Rpt! 126 THE 110 x 1' PM SCREWS ATTACWX THE WPEIK ASTRAG41. TD THE W401K DOOR LS AS FOLLOWS: FRO THE TOP WN k THE 822 i1P 1.0, 29. 4.0, 5.5. A01, 160' * 260'. 2. SPACil6fi FOR REM 123 THE /8 x 1 1/2' PLASM W AS FOLLOWS >� k i�TT�C I IANpLY. SID ff PANEL 3.0' IN FROW EACH CORNER. o� THE {AUT Rm)R WE Prm PANEIge; J•0. 13r, 260. 30.0. 524• & 6T.0'. 1 SPAM FOR 10131 THE 1604 x 3/4' BRAG IM NAA. ATEACFBNO THE QWAM ROUND TO THE SWM AND 84119 TME 16GA. X 1' BRAD Tu NAR ATTACHING Tiff MULLATN CAR TD THE wim BAR VEiIT(CAII.Y, iS AS FOLLOWS: TOP a BMW 11t>RIzWAUY 00 BE AM m/A>M ffi taJA 1.25' IN FROM 001 Me WRH (1) FNB. MD -SPAN., EQUALLY SP ON THE 1.25' FROM EACH 44 & SIX MORE 4. WHEN ATTR W RHE SMW PLATTE TO THE JAMB AND BUCH U9: REM 12% A /8 x 2 1/2' PFH WOW SCREW. WHEN ATW WG THE SME PLATE TO DE 4W AND SIDELRE JAMB AT THE MUUION USE REM 124, A 18 x 2' PFH WOW S1v. 5. SPACM FOR REM 125 Tiff IS x 2 1/2' PM WOOD SCREWS AMD= THE JAM TDGETHEB AT THE M1LM, is AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WlW (4) MORE WNW EQUALLY WACO ON TTS• IRA B. Tw 9Dan PANEL LS SECiM WTD THE MGM JAMB W/ 171131129 SAICOwff' CAULK ON THREE SIM AND 3/8' OttARTER ROUNDS SMM W M REM 131 BRIO 79M NAILS x 3/4' LONA 7. WHEN AMDIWfi THE MW TO TW JAMB AND B= IN REM 127, A 110 x 2' PFH SCREW! MO ATW W0 THE 1mYf.E TO THEM AND MGM ,IW AT 7HE MULLION ILSE 1141 114, A 110 x 1 3/4' PFH WOW 6 sFtllmuG FT>fH REM 149 THE 16 x 1 1/2' PAIORAD SCREW (Wff UTO R490 IS AS FDLLOWx SHR FRMI RHE TTP 0011N v t rr 3.25. 11LOW . 32812r, 475825' t 62825' SIDEurr LM%W TOP k 110TIW FRaW THE LEFT- ONE (1) SCREW AT 4.4375. 8. ALTERNATE mmomm4mw WSTiU mra ANCHORS Of EWNALENE PFliFORV1A1 m CFWPkCTERiSRCB CAN sE USED WW APPROVAL ARG7LRECT OR ENGINEER Of W= FOR THE PROJECT Or MWALLATi K 10. USE REM Of WHEN DWaWG WTO WIND SUBSTRATE AT HFA At JAMBS. USE RE)1 125 YWIEN INSTALLING INTO MULLIONS. USE REM 116 WHEN INSTALLING INTO CONCIEi WMNRY SLIMME AT SWM SALS. SEE NON 5 ON $K.. 4 (& ON SHEET 5 1.50' MW. EMBED. 0.25' MAX SH61 NOTE 3 SHL 4 SEE NOTE 2 ( ON SHT. 4 ,SEE NOTE 6 ON 911: 4 E LIETAA. 5 Imus NOTE 7 SHE 4 FR0D=REVMW wc=plywgwt@dmFlorWA 3B �J A==tmwNo0B= Of D1vUlm l ONNOT 2 SkT 4� 159 SEE NOTE 6 ON 9ff. 4 0.75' 1 SEE MAZM QETAAS, SHEEP 7 PP.001 C7'nH SHD as coir; t�•sL{;n'Ilhtlm Florida laLtdir ; C:c� N:i,*a cicP�Coohal Givt;iw rSEEAte&, 7 OGLASS lK 1 I AOR Ago filIr ft 5-2104 Z W. 74.5' NAlG OA fRMfE 81 SEE DETAIL 2 -,� ON TMS SHE 6. --1�' pr � TVP.1rm. I- 6' TTP 11_1 + 1 1 1 1 1 1 1-11 L37$• nP.t TTP. 31• • SPACES 0 1388' EE MPL $ 81.1$" N TWO SHT. U OA FROW F $31• .M.18 TIM II L 7' 1YF--'112TIM SEE OEM 4 ON THS SHE. SEE OEG16 ON in SNF. 18 SEENOTE 14 7 SHEET 4 o � �TAd - O n .CAIN) OE7AIL 3 - s iNAi 10 WAIL 4 ASTRAGAL sTRBff P1AlE ASTRAGAI sRmcE P1ATE MNGES TO ,WNW 0 MDR r— 70.23• MAX OA fR1YE IF9lN1 —] SPACES 0 139$ 9• TYP. r TYP-j F ese' is 8• TVP. J' TYP.--� F& � NOW J• T1P. SEE OEG16 ON in SNF. 18 SEENOTE 14 7 SHEET 4 o � �TAd - O n .CAIN) OE7AIL 3 - s iNAi 10 WAIL 4 ASTRAGAL sTRBff P1AlE ASTRAGAI sRmcE P1ATE MNGES TO ,WNW 0 MDR r— 70.23• MAX OA fR1YE IF9lN1 —] 4.$' TIP. 9• TYP. r TYP-j F ese' is 8• TVP. J' TYP.--� r II II � J• T1P. D �r. 36.625• 31' _ 1 3i• lQ ei 1 a,na�nscw� BY Arx�:k.ca [do I � me r Trp.Fes'7' TYR ^Pratua t$' NUI. $ SIMM PLATS TO ASM40AL S111dff � ,WMB 165 2 SEE NOTE 10 � \ _ �1 ON SHEET 4 OM 7 C�lNTERSANf FOR MALIATION ANCHORS is = 8 � aio 8-11-I E P er N.TA 31' _ 1 3i• lQ ei 1 a,na�nscw� BY Arx�:k.ca [do I � me r Trp.Fes'7' TYR ^Pratua t$' NUI. $ SIMM PLATS TO ASM40AL S111dff � ,WMB 165 2 SEE NOTE 10 � \ _ ON SHEET 4 OM 7 C�lNTERSANf FOR MALIATION ANCHORS ^ = 8 aio 8-11-I P er N.TA cm an S. SN Ib,ke P. 6 No. ItJt] NO.t IA$ OOPM1 aft Cm Rmw 321 690-1768 s-2104 * � W. rR o.a s r...oa. o mm F= W-680-1789 0 • �---- 1O7' MAILOA FRAME MDTH —� . ........ ......... . •� 5EE MIX 2 oN sw S ILS' TYP. 1&41' TYP. 3' TYi! 8" iVP 13.{i' TVA. 8' TYP. 6' TVP. —I !-- - 3' TVP. � r TIP. B' iVP. 5 SP= 0 iZBS' 81.25' MAX. OA FRAME HUW 7.375 31" 31' Jr TYP. J 1' TYP. 1�- .. 7, no .* SEE DEUII 3 ON SHEET 5 DOUSE DOOR MIM SiOE1M AMM LO AM6 YD:TTED FROM IYTER M SEE DEML ON SHEEP 54 r TVP. I I By- "m Divi SIFX.YE DOOR SIIFIRES ANOW LOGAT W NEMED FROM I11ERFOR mna ma. ase eema.ask nano nm oNwho . d Awbohow IIS m SEE DETAIL 4 ON SHEET S PMPMW W. AP PIWME7 en S-2104 `.Y l Ix I Bill 7.375 31" 31' Jr TYP. J 1' TYP. 1�- .. 7, no .* SEE DEUII 3 ON SHEET 5 DOUSE DOOR MIM SiOE1M AMM LO AM6 YD:TTED FROM IYTER M SEE DEML ON SHEEP 54 r TVP. I I By- "m Divi SIFX.YE DOOR SIIFIRES ANOW LOGAT W NEMED FROM I11ERFOR mna ma. ase eema.ask nano nm oNwho . d Awbohow IIS m SEE DETAIL 4 ON SHEET S PMPMW W. AP PIWME7 en S-2104 EXTERIOR INTERIOR I I 0.50' BITE SEE NOTE 2 ON SM. 4 MAZW, WAIL t ODL LRE FRAME ME PANE 1/8' MMM GLASS SFARWI POLYCOif FPS= C13 T it •;: GLASS T184 0.751 10 SPACE INTERIOR r x .50' INTERCEPT 0.50' STEEL SPACER GLASS BITE 50 4 49 SEE NOTE 8 ON SHL 4 GIAM OEM J TRINITY LITE FRAME 1' 114SMAIED TEMPERED PASS LUFOY EL-= 0 0.125' TEMP. am 0.125' TEMP. GLASS 9 UM' WL GLASS THK AIR 0. 1GLASS 25' AM CS 0.125 TEMP. 0.50 15' x .50' �. NIRERCEPY � S1EEr. SPAM 1SEE ON5�8 1/Y Orsi i1r BASS PRODvcrrswsm us cunmSy:ay=wttit tho IRorlde P-dwav We Accapm�a I4o Se MBYtmo7 CaNro1 Divwtm + 9-11-0t t p exam NLS ao. sn J1Sl S. SAFFELL Fbft P.1 r. Ngo. MM SLw1. Z� cm m W4 S-2104 10.16 plan" f a � a ao�redoes so m�1 Ftx 32 -100=-1789 *— -Z- ---�L r 1.87' -1 LRI�. OM BDTIM RAR 12 M (0.0211 SIM ,.67• Om hw STRE 13 FWM J09 W PONOfI W Pm GOOD offm OF x J.0' LONG Ir 150• —I o.s2• 1.75• A5'TwAL HAS TWo a3125' OR x 9' LONG BOLTS; 1 ON TOP, 1 ON BOTH o� 0.50• or f0 S( IUM Q-,LON ODS ON U 1; r, r ti ii 0 j� 1.B7• —j i +�$i --� 4.5823 2.18• t�.00• -+I-�-1.042• 125 /. Z 0.75' J. L /%� /.' 050• —T DOM ►ATCH SmE „ am TOP LVL LVL 4 44 PONDBW FM --I r o.s13• 1.54• O1/2' ►.O. T►BARIY LItE FRAYE POI.YPROP. -• O.J75' yr* O OMM mw sroP P6O: 1.375•PM (a,." t 1,875• OIA. VAR1fS INI1N mmmm USED 4.00• LJ PRODMREVMM > V [__F__F_T zo4o• O O O O 4.000• O4' x 4' x 0.087' TIBC SIM ase• 1.00• 4.041•IX --{ STANDARD FAC1 NOW VaRI1DFD AU M W - BY PEWO WRH NW Naw AWW 4' Am] rd 41323 PTC, LLC Phones 321-690-,768 S-2104 N OD CSO N M1AM MIAMI-DADE COUNTY, FLORIDA in METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MSTON MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 FNOTICE OF ACCEPTANCE OA www.buildingcodeonline.com ustries hnology Drive, Nokomis, It 34275 This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This Product is approved as described herein, and has been designed to comply with the Florida Building Code, DESCRIPTION: Series "SGD-830" Aluminum Sliding Glass Doors APPROVAL DOCUMENT: Drawing No.4392-2, titled "Mid -Rise Alum Sliding ass Doors -LG Missile", sheets 1 through 9 of 9, prepared by manufacturer, dated 08-01-02 and last revised o 02/22/08, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal p with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control ivision. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: " Elco into Cone. at each location up DP = +90%110 psf. 2. Other: use of Table 1, 2 or 3 require two (2) anchors into substrate at ea ovation, limited to max. DP= Table 4 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAMATION 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. ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06-0807.06 consists of this page l as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-1212.03 Expiration Date: March 13, 2013 Approval Date: March 28, 2008 Page 1 29/92 PGT Industries 30/92 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0807.06) 1. Manufacturer's die drawings and sections. 2. Drawing No.4392-2, titled "Mid -Rise Alum Sliding Glass Doors -LG Missile", sheets 1 through 9 of 9, prepared by manufacturer, dated 08-01-02 and last revised on 02/22/08, signed and sealed by Robert L. Clark, P.E. B. TESTS (Transferred from file # 06-0807.06) original test conducted per SFBC, PA 201, 202 & 203-94, now termed as FBC, TAS 201.202 & 203-94. 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-3511, dtd 07-18-02 & FTL-3511, dtd 07-18-02, both signed and sealed by James G. Worth, P.E. 2. Additional test report Test report No. FT1-3513 per TAS 202 (used to qualify Water Resistance test), issued by Fenestration Testing Laboratory, Inc. signed and sealed by James G. Worth, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 02-24-08, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS -1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer ", expiring on 12/11/2010. .40 2. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass Plus", expiring on 01/14/2010. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 12-10-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews NOA # 06-0807.06, expiring March 13, 2008 Ishaq L Chanda, P.E. Product Control Examiner NOA No. 071212.03 Expiration Date: March 13, 2013 Approval Date: March 28, 2008 E-1 LARGE MISSILE IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: A. 9116° LAMINATED GLASS - (2) LITES OF 1/4' HEAT STRENGTHENED GLASS W/ A.090 SENTRY GLASS INTERLAYER. B. 7/16' LAMINATED GLASS - (2) LITES OF 3/16' HEAT STRENGTHENED GLASS W/ A.090 DUPONT BUTACITE PVB INTERLAYER. C. 9/16' LAMINATED GLASS - (2) LITES OF 1/4' HEAT STRENGTHENED GLASS W/ A.090 DUPONT BUTACITE PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, OXO, OXXO 3. DESIGN PRESSURES: SEE TABLES 1-3, SHEET 2. 4. MIAMI-DADE COUNTY ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. TWO 5/16' ELCO TAPCONS REQ'D AT EACH LOCATION. SEE DETAILS SHEET 9 HEAD & SILL: 6' MAX FROM CORNERS AND 221/2' MAX. O.C. ASTRAGALS & INTERLOCKS: HEAD - CLUSTER DETAIL B SILL - CLUSTER DETAIL C JAMBS: 6' MAX FROM CORNERS AND 24' MAX. O.C. SEE TABLE 4, SHT. 2 FOR DESIGN PRESSURE LIMITATION 0 WHEN INSTALLING WITH OTHER ANCHOR TYPES. 6. SHUTTERS NOT REQUIRED. 7. REFERENCES: TEST REPORTS FTL-3511, 3513 & 3512 (FOR REFERENCE OF FULL 202 ONLY) ELCO TEXTRON NOA: 04-0721.01,03-02Z.05 ANSUAF&PA NDS -2001 FOR 191314* MAX. WIDTH SEE DETAIL B 42 3/8' MAX SEE CLIP B DAYLIGHT DETAIL A OPENING FOR DIM. __L- .1.. 1 24° MAX 100 7/8' a X DAYLIdHTMA O.C. (TYP.) OPENING A I} i 108° MAX I HEIGHT A 6° �. - H -71 I 221/2- MAX O.C. (TYP. HEAD & SILL) MAX !� e �'OXXO° ELEVATION Q (2) ANCHORS PER L B -07 98° MAX WIDTH 42 3/8° MAX DAYLIGHT DETAIL A OPENING WOOD CONSTRUCTION. 75 8. THIS PRODUCT HAS BEEN DESIGNED & B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ITEM 73, FIXED BUILDING CODE, 2004 EDITION FOR CUP INSTALLED THE HIGH VELOCITY HURRICANE (3) PLACES ZONE (HVHZ). INSIDE EACH FIXED PANEL TO JAMB I p S SAT 11 1/2'/ FROM BOTTOM & 42" MAX. O.C. NOA DRAWING TABLE OF CONTENTS SHEET NOTES ...........................1 ELEVATIONS...................1 GLAZING DETAILS .......... 2 DESIGN PRESSURES ..... 2 SECTIONS.................3-5 PARTS LIST...................6 EXTRUSIONS.............6-8 CORNER ASSEMBLY ... ...8 ANCHORAGE.............1 &9 DETAIL A FIXED CLIP CENTERLINE DETAIL B, HEAD CLUSTER INTERLOCKS & ASTRAGALS M4' -may 6' MAX NOTE: WHEN ANCHORING WITH OTHER THAN 5/16" TAPCONS, DP IS LIMITED. (SEE TABLE 4 SHT. 2) DETAIL C, SILL CLUSTER INTERLOCKS & ASTRAGALS 4° MAX � W MAX . CENTERLINE I PRODUCT RENEWED n campift with the Florida B p :10:0 7/8- DAYLIGHT OPENING MAX lttloo Dato�/�13 .lyw� hwad By:�iw+ FK 01-93-W B-REVMMCHORAGE r EMOVE�r07 �5WON r T 31P I 108° HEIGHT g D WINBRATHIS 10mTECHN01.00rORW i NOKOMIS, FL 34275 ul L Y.W* P.E. P.O. BOX 1529 PEON"O NOKOAM FC 24274 strwmal 145 P MAX. WIDTH DETAIL A 108°MAX HEIGHT SEE DETAIL C B T �° HEIGHT 88° MAX DTH 423/8° MAX DAYLIGH00 T OPENINd p 1 7/8° MAX I DAYLIGHT OPENING 108° MAX © —'—jDETAIL A ,� PRODUCT RENEWED n campift with the Florida B NoO ^1212.63 lttloo Dato�/�13 .lyw� hwad By:�iw+ FK 01-93-W B-REVMMCHORAGE r EMOVE�r07 �5WON p © —'—jDETAIL A ,� PRODUCT RENEWED n campift with the Florida B NoO ^1212.63 lttloo Dato�/�13 .lyw� hwad By:�iw+ FK 01-93-W B-REVMMCHORAGE r EMOVE�r07 �5WON ELEVATIONS & NOTES MID -RISE ALUM. SLIDING GLASS DOOR SGD-00 I NTS 11 at 9 I 4392-2 1 C .460° OVERALL THICKNESS DESIGN PRESSURE RATING 7/16" LAMINATED GLAZING OPTION B .090° DUPONT BUTACITE -80.0 PSF NEO POS PVB INTER PAYER CONCRETE 3/16° HEAT 3/16° HEAT CONCRETE STRENGTHENED STRENGTHENED --.-{ WIDTH GLASS GLASS 108.000 F.K. X07-13. 6 94MMEANCHOR4GE _ (63)-,r Q�SITE 80.0 .534° OVERALL THICKNESS .534° OVERALL THICKNESS .090° DUPONT BUTACITE 090° SENTRY GLASS PVB INTER LAYER PLUS INTER LAYER 1/4' HEAT 1/4° HEAT 1/4' HEAT STRENGTHENED 1/4' HEAT STRENGTHENED STRENGTHENED GLASS STRENGTHENED GLASS GLASS GLASS "Tff 63 r GLASS BITE_ 63 r GLASS BITE 19/3r NOM. SILICON 5Lr SILICON Q7 SILICON Q eE I 12 ri 13 &EFB193 mE�€RIO 1Y 13 mio I TABLE 2- 9/160 LAMINATED GLAZING OPTION C DESIGN PRESSURE RATING 7/16" LAMINATED GLAZING OPTION B NEG POS -80.0 PSF NEO POS 6H8° ELCO ULTRACON MASONRYANCHOR CONCRETE DESIGN PRESSURE RATING 114' ELCO SS4 CRETE -FLEX MASONRYANCHOR CONCRETE -85.8 I +85.8 114' ELCO ULTRACON MASONRYANCHOR WIDTH 98.000 HEIGHT 100.000 104.000 108.000 F.K. X07-13. 6 94MMEANCHOR4GE 156.000 -80.0 80.0 -80.0 80.0 ,80.0 80.0 . -80.0 80.0 x 168.000 -80.0 80,0 -80.0 80.0 -80.0 80.0 -w.0 80.0 Xp 180.000 -80.0 80.0 -80.0 80.0 1 -W.0 80.0 -79.8 79.8 8mi-T&M 8aafe: BMet 191.750 -8D.O 80.0 -792 792 -76.8 75.8 -73.0 73. 117.000 480.0 80.0 -W.0 80.0 -80.0 80.0 -80.0 80.0 x 128.000 -80.0J80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 135.000 -80.0 -80.0 .0 -80.0 80.0 -79.8 79.8 145.125 -8D.0 -792 79.2 -75.8 7.8 73.0 73.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 X 84.000 -0.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 6T9Q.000 80.0 80.0 -W.0 80.0 -79.8 79.8 �•� -60.0 80.0 79.2 792 75.8 7b.8-73.0 73.0 9/160 LAMINATED GLAZING OPTION C DESIGN PRESSURE RATING ALL SIZES & CONFIGURATIONS NEG POS -80.0 PSF NEO POS 6H8° ELCO ULTRACON MASONRYANCHOR CONCRETE NOTES: 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 2. POSFVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 3. DESIGN PRESSURE CAN NOT EXCEED THE MAXIMUM DESIGN PRESSURE OF THE ANCHORAGE 3. SNOWN IN TABLE 4. 9/16° LAMINATED GLAZING OPTION A DESIGN ALL SIZES & CONFIGURATIONS PRESSURE NEG POS RATING -110.0 PSF 90.0 PSF TABLE 4• C O / S1188 TE DE$Iti P 8$ MAXIMU S ANCHORTYPES SUBSTRATE NEO POS 6H8° ELCO ULTRACON MASONRYANCHOR CONCRETE -110.0 +90.0 114' ELCO SS4 CRETE -FLEX MASONRYANCHOR CONCRETE -85.8 I +85.8 114' ELCO ULTRACON MASONRYANCHOR CONCRETE I -59.5 ' +59.5 F.K. X07-13. 6 94MMEANCHOR4GE U4' E TF.K. 812 S LCO Tadaug PRODUcr RENMED ULTRACON MASONRYANCHOR WOOD 58.9 '+68.8 a em*Wg with the ND7s TEL (G6)SCREWS WOOD -78.1 +78.1 Code o No 0 7J2•o1 EwAvedw Du°-�i3 F.K. X07-13. 6 94MMEANCHOR4GE By f • ��^ TF.K. owl/08 04EVISETABLE4 0;;n men W. c°co: ESS F.K. 08/01/02 am"am GLAZING DETAILS & PRESSURES LG MISSILE e� Z� 'o70TECHNOLOGY MID-RISEALUM. SLIDING GLASS DOOR ,FL3U5 NOKOM(3, FL 9QTlb Robert L Clwk, P.E. 8mi-T&M 8aafe: BMet Wmrf. Rer. PE =712 swcabrel AW F'3W4 SGD-B90 NTSI&'2 m 9 43922 C 108° HE 9 0 AO ala- UAY 100 7/8° MAX DAYLIGHT OPENING -: sem° MAX. WIDTH HORIZONTAL SECTION D -D Wu OR °OX° CONFIGURATION 1"x 1/4° WEEP HOLE (e) (4) LOCATED AT EACH INTERMEDIATE SILL FLANGE WL A, OR© w C.0 co N 1 7/8° WEEP NOTCH THREE AT EACH END OF EACH PANEL TRACK ® PRODUCT RENEWED eoompbina the norms 48° g LONG 14 w4h N r212•o3 E'pne'm® uAft Rood Br. Dere t: lak, I. I.•.NJ. FX 07-13-08 Ba1f0 CND TMs ^.-M o 13 T DU A& F.K 0?J21/08 G NOTE 8 MEM 8 Gaeesr8y: Dem: F.K. 08!01/02 FR -3511 & FR -3513 4 SECTION DETAILS LG MISSILE VERTICAL SECTION B -B JZ�O,Ne:ALL CONFIGURATIONS '° �� MID -RISE ALUM. SLIDING GLASS DOOR 5PE A , RE =712 sbuabAw P.O. Box im NOKOUS. FL 3az749 swbwmpam soefe spec DrewGD w Rer scn e3o NTS 3 4392-2 C w C.0 co N co N • © �� r � tir-— a � _■ � r � .�� Q) mm W-31 no 1,41 �ASIAL�WAAR 113 ri -till J MMNIA � r�LL �' m MFG DING # PGT# IDESCRIPTION OJO(O CITY oxo CITY ox XO QTY 1 430M 612245 FRAME HEAD 1 1 1 2 4388 7P4388 SOLHEAD WEATHER STRIPPING PAD 1 AT CENTER 1 AT CENTER 1 AT CENTER 3 430M 84373 FRAME SILL 1 1 1 4 4361 84381 3.800 SILL ADD ON 1 1 1 8 4314 612284 ADAPTER, FDIED PANEL 2 2 1 6 4M5 64318 THRESHOLD COVER 1 1 1 7 4358 71154 HEAVY DUTY 4 HOLE BUMP STOP 4 4 2 8 7baBPPTX B8XSBLLG.PH. P.HEAD TEK & STL 4/STOP 41 STOP 4/STOP 9 4388 7P4388 SUI IHEAD WEATHER STRIPPING PAD 1 AT CENTER 1 AT CENTER 1 AT CENTER 10 4304 612247 FRAME JAMB 2 2 2 11 1155.1 781PQX 48 X V LG. S. SIL QUAD P. HEM 8 / JAMB 6 / JAMS 8 /JAMB 12 4305A 84308 TOP AND BOTTOM RAIL 2 / PANEL 2/ PANEL 2 / PANEL 13 1236 075160 WSTP .170 X.270 BACK, FIN SEAL 21 RAIL 2 / RAIL 2 / RAD. 14 1050 71060% TANDEM ROLLERS. STL 2 / 01 PANEL 2101PANEL 2 / O/ PANEL 11 1185.1 781PDX. N X 1" L.G. S. STL QUAD RHEAD 2 / ROLLER 21 ROLLER 2 / ROLLER 18 4308 612249 LOCK STILE 2 2 2 13 1235 678160 WSTP .170 X.270 BACK, FIN SEAL 2 / SIDE RAR 2 / SIDE RAIL 2 / SIDE RAIL 18 72OXI IEC 1/4-20 X 1.50 PH. P. HEADS, STL 4 / Side Reg 4 /SIDE RAIL! 4 / SIDE RAR 19 4369 44388 ILOCKSTYLE END PLUG 2 /SIDE RAR 2 / SIDE RAIL 2 / SIDE RAR 20 4363 84383 FIXED DOUBLE INTERLOCK 2 1 1 21 4393 87393E WSTP.400 X 270 BACK, FIN SEAL 2 2 2 18 720X112% 1/4.20 X 1.80 PH. PN. S. STL. 41 F)(D DBL INTLK 4 / FXD DBL INTLK 4/ FXD DBL INTLK 24 4368 44386 MOVINGIFDIED INTERLOCK END PLUG 2 / FXD DBL INTLK 21 FXD DSL INTLK 2 / FXD DS. INTLK 28 4382 84382 MOVING INTERLOCK 2 1 1 21 4393 873930 WSTP .400 X.270 BACK, FIN SEAL 1 1 1 18 720X112% 114.20 X 1.50 PH. PN. S. STL 0 0 4 / MVG INTLK 24 4386 44386 M0VINGlFD(ED INTERLOCK END PLUG 2 / MVG INTLK 2 / MVO INTLK 2 / MVO INTLK 30 4392 ITOP STICKER COVER 1 I MVO INTO( 1 / MVG INTLK 1 / MVG INTLK 30 4392 BOTTOM STICKER COVER 11 MVG INTLK 1 / MVO INTLK 11 MVG INTLK 32 4379 64379 ASTRAGAL BASE 2 2 0 33 1180 71420X114 SH 1/4-20 X 1.25 I.G. SHCS S. STL 4 / ASTRA BASE 4/ASTRA BASE 0 34 TRUTH EXTERIOR PULL HANDLE 1 1 1 38 TRUTH INTERIOR PULL HANDLE 0 0 1 36 4387 44387 ASTRAGAL BASE END PLUG 2 /ASTRA BASE 2 /ASTRA BASE 0 30 4392 TOP STICKER COVER 1 / MVO INTLK 1 / ASTRA BASE 0 30 4392 BOTTOM STICKER COVER 1 / MVO INTLK 1 / ASTRA BASE 0 39 71032INSERT 1032 ALUMIN THREADED IN8M 2 / ASTRA BASE 2 / ASTRA BASE 0 40 4380 84360 FEMALE ADD-ON 1 1 0 41 4372 2250MX MORTISE LOCK KEEPER, SURFACE MITO 1 1 0 42 08 X 314• LG. PH PAN HEAD & STL 2 2 0 43 4381 64381 MALE ADD-ON 1 1 0 21 4383 673930 WSTP .400 X.270 BACK, FIN SEAL 21 2 0 45 1048 71048 ROLLER ADJUSTMENT PLUG 112 HOLE PI 2 l01 PANEL 2101 PANEL 0 47 1040.1 MORTISE LOCK, SURFACE MTG.. 3 PLY HOOK, INT.THUMIB KEY OPERATOR 1 1 0 49 4372-2 72260MLRA MORTICE LOCI( RECESS ADAPT. 1 1 0 50 71032X1FPFR #1032 X 1- LG. PH FH S. STI. 2 2 0 52 7/18' LAMINATED GLASS, 3M8" HS..090 DUPONT BUTACITE PVB INTERLAYER, 3MS-HS 4 3 2 53 9116- LAMINATED GLASS, 1/4- HS, .080 SENTRY GLASS PLUS INTERLAYER 1/4- HS 4 3 2 54 9M8" LAMINATED GLASS, 1/4" HS, .090 DUPONT BUTACITE %IB INTERLAYER, 1/4- H3 4 3 2 SRICONE DOW 8�, 888 OR EQUIVALENT A/R AOL A/R LL574 8834801 GIJ5,BEAD7/lrLAWNATEO 41PANEL 41PANEL 41PANEL 84378 1GLAZINGBEAD911SLAMINATED I 4/PANEL I 4/PANEL I 4/PANEL 73 4382-1 43829 PQ. PAtdLFD R 08.800 X 1.935X AM e 8 3 .800 X 1.838 X 1.500 LG .080 AL ANGLE 78 NS X LPX LQ F41 m 9FL 1 12 12 18 78 43� 743MA FO®FAN3.ANGL99RA(XEI' 4 2 2 a5mX 2.000 X 1.800 L0.128AL AN3IZ .649 .739-- .050 61 7/16" GLAZING BEAD MArL: 6083-T6 DWG# 4324 L x.758 .ra�-- .050 6 9/16" GLAZING BEAD MAT'L: MYT5 DWG# 4375 y PRODUCTRENEWED X1146 the 5lorida Aoeggmp No 2/2.03 e�u+on D�edt Imo! /3 L. . C4 L C3ert,'r JF. PE #39712 syucb4w T INDUSTMES F.IC 07-13-0 SADDREM90.99 C-DELEIT.93,85,97 F.K. 0221/08 TE OUeim BY•" D02 F.K 08/0!/02 M-3511 & 17t-3513 PARTS LIST & GLAZING BEAD OUR. LG MISSILE ,NO I P.O. BOX 1519 NOKKOW. FL 34274 MID -RISE ALUM. SLIDING GLASS DOOR SGD-830 8mk: NTS 6 a 9 01XX1r01Yo. 4392-2 Rer. C 6.177 ---Jr-.078 NOM. -� T -1-f 1.619 O1 FRAME HEAD MAIL: 806375 DWG# 4302 ® 2.001 557 .062 NOM. -amu OTHRESHOLD COVER MAT'L: 6063-T5 DWG# 4315 082 2.964 125 � 2.048 0 0 5.177 -moi .078 NOM. 2.43s O FRAME SILL MATT: 6063-T5 DWG# 4303 5.357 .078 NOM. 1.236 10 FRAME JAMB MAT'L• 6063-T5 DWG# 4304 .062 NOM. Fes--- 3.500 4O ADD ON SILL MAT'L: 6083HS-T54 DWG#4361 . �--►{ 1.800 .062 NOM. ( ADAPTER, FIXED PANEL MAIL: &63-75 DWG# 4314 .062 2.981FFtF F r[l L ufl] 190 --�{ 1.500 �- .062 2.591 NOM. 12 TOP & BOTT. RAIL MAT'L: 8083 T5 DWG# 4305 �-•- s.sas •-i 1 .819 .078 1 96 FRAME, 2 TRACK HEAD W/ SCREEN RAIL MAM 6063-T6 DWG#4441 5.505 A 1.235 .o7a 98 FRAME, 2 TRACK JAMB W/ SCREEN RAIL MAT'L• 6083-T6 DWG# 4443 -.078 2.625 5.505 --� 94 FRAME. 2 TRACK SILL W/ SCREEN RAIL MAM 6063-T8 DWG# 4442 .090 078 20 FXD DOUBLE INT/LK 25 MOVING INTERLOCKy--3.soo�-� MATU 8063HDT6 MAIL: 6063HDT6 PQDDUCTRENEWED DWG#4383 DWG#4W2 32 ASTRAGAL BASE 03.50" SILL RISER "gy=m With oft MAT L: 8083 T5ftidincwe MAM 8083-T6 aee No a - 212 03 1.428 2.757 .109 DWG# 4379 DWG# 4411 BladonDo. D/3 2.376-1 raider. am- Redika I. Uia w1 FX 07-13-08 eaWDD /7EMS 8398 Dare: ff DivMbn F.K 02/21/08 ft %W = ECT VELE'm 8 DfM. 1.700 1.700644 082 D-ar Dmw 1�rE c l 125 1' y NOM. FSK 08/01/02 FTL-3511 & FR -351 1 L EXTRUSIONS - DOOR & FRAME LG MISSILE 40 FEMALE ADD-ON 43 MALE ADD-ON 16 LOCK STILE IF 111A, rDm7Ecrnvor�raRrvE uw MAT'L: 6063-T5 MATL: 6083-T5 MAT'L: 6083-T5 NOKO IS R3Q75 MID -RISE ALUM. SLIDING GLASS DOOR DWG#4360 DWG#4361 DWG#4306 A. ckpk P.E. 8de: week OmmgNa Ree � X72 NOX�+� $$ 74 SGD" NTS 7 �529 + 9 4392-2 C sw�� 1.045 .082 NOM. T ® SCREEN FRAME TOP RAIL MArL: 6063-T5 DWG# 4317 .810 Q SCREEN, I TRACK FRAME, SILL MArL: W63 -T6 DWG# 4424 1.045 .082 NOM 1.99'i 81 BOTTOM RAIL MAT'L: 6083-T5 DWG# 4318 � -- 1.283 �+ — 1.619 — - .078 91 SCREEN, 1 TRACK FRAME, HEAD MAT'L: 6063•T6 DWG# 4425 .082 NOM. 1.872 @ SCREEN FRAME SIDE RAIL MATT.: 6083-T5 DWG# 4319 --+►) 1.283 �-- ! --►��f+--.078 92 SCREEN,1 TRACK FRAME, JAMB MAT'L: 6063-T6 DWG# 4426 18 TYP. PANEL CONSTRUCTION (TOP VIEW) (2) SCREWS AT TOP & BOTTOM RAIL (4) TOTAL PER SI[ FRAME CONSTRUCTION (TOP VIEW) REWS AT HEAD & SILL fAL PER JAMB s ,.019 .082 NOM. 1.872 85 SCREEN FRAME MEETING RAIL MAT'L: 6063-T6 DWG# 4320 3.162 .08:3 NOM. 2.2172 _[ 88 SCREEN AST GAL ADAPTER Robert L. Ciera, P.E. PE M12 MArL: 6063 -TS DWG# 4384 a t070 TECH=00yomw NO 0M. FL 34278 P.O. BOX 1828 NOKOM/B. FL 34274 1.342 .050 1 NOM. 86 SCREEN ASTRAGAL MAT'L: 6063.75 DWG# 4344 080 1.935 �—} NOM.I—� .800 76 FIXED PANEL CLIP MArL: 6063-T5 DWG# 4358 SAW ITEMS 90, 916 R R#VWQ : C- NO CHO THIS SHEET ti °�mpgweAUNitnF eeEDvrorlde Hd�18 0� riAvt,/�t,L� 5441' 7hoAtrt is EXTRUSIONS & CORNER CONSTRUCTION MID-RISEALUM. SLIDING GLASS DOOR SGD-ago I NTS 1 8 -a 9 , 43922 , C W IV NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO MASONRY ANCHORS. MINIMUM DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2-112". CONCRETE EMBEDMENT FOR ELCO 5/18° ULTRACONS AND 1/4 SS4 CRETEFLEX IS 1 314° MIN. AND 1 318' MIN. FOR 1/4° ULTRACONS. WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX OR 1/4° ULTRACONS ARE APPROVED FOR USE IN PLACE OF #12 STEEL (G5) SCREWS. SEE TABLES 4, SHEET 2 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH OTHER THAN ELCO 5/18° ULTRACONS INTO CONCRETE. FLATHEAD ANCHORS MUST HAVE #12 TRIMFIT HEADS. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3000 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL A THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 130 MIN. 1/4° MAX SHIM WOOD ANCHOR SEE NOTE 1 (MIN. 3.5 KSI CONCRETE):-...-.-'-'--.' 1X WOOD, SEE NOTE 2 --i ►r _f 2.824 MAX O.C. i 2X WOOD, SEE NOTE 2 1/4° Mph,J SHIM 2.824 21/2' MIN. E.D. MIN. O.C. SEE NOTE 1 MASONRY ANCHOR, SEE NOTE 1 SEE L MAX. -� NOTE . (' 1 e: SHIM 0 1/4° MAX .. • :.:j•::;''s:. SEE NOTE 3 MASONRY ANCHOR SEE NOTE 1 21/2° MIN. .'... i?r.°..: X E.D. TYP. 2.824 y • MAX O.C. (MIN. 3.5 KSI e CONCRETE) e=1 X WOOD, SEE NOTE 2 FRAME JAMB INSTALLATIONS 1/4°JMAX SHIM FRAME HEAD INSTALLATIONS z 1rc MIN. E.D. i SEE NOTE 1 1/4° MAX - SEE NOTE 3 n 2.824 MIN. O.C. WOOD, SEE NOTE 2 WOOD ANCHOR, SEE NOTE 1 N .� 2X WOOD, SEE NOTE 2 2•843 MIN. O.C. FRAME SILL INSTALLATIONS Robert L Cook P E. PE #38712 9buchow f07o7E*M0GIY0RW NOKOW, FL 34275 P.O. BOX 1528 NMOM18. FL 34274 FK 1 07-13-06 d.t FX0221108 1 3/8° MIN. ® PRODIICTRB Offs Oebspfj6g 086 da Flmidm A=qftom Nqd7WZfZ-v3 If13 PevlNvm. 4 N r-IiEvrsEnhrrii'(oRacE ANCHORAGE (LG MISSILE) MID -RISE ALUM. SLIDING GLASS DOOR SGD-830 I NTS 19 m 9 ' 4392-2 1 C 0 11 40/92 r i-MrIrAMLOC MIAMI-DADE COUNTY, FLORIDA • METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE OA www.miamidade.aov/buildinacode C. M. Security Group, Inc. 19400 Cruickshank Avenue Montreal, Quebec H9X 3PI, Canada SCOPE: This NOA is being issued under the applicable rules and r 'ons governing the use of construction materials. The documentation submitted has been reviewed b Miami Dade County Product Control Division used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately.revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control This product is approved as described herein, and has been designed to comply with the Florida Build Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3033" Aluminum Fixed Windows — L.M.I. APPROVAL DOCUMENT: Drawing No. FW3033LM, titled "Series 3033 Fixed Windows Large Impact', sheets 1 through 5 of 5, dated 08/20/07 with the latest revision dated 02/14/08, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -II County Product Control Approval stamp with the Notice of Acceptance number and Approval date b Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the mamrfacturer's name or logo, city, stat RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the j ob site at the request of the Building Official. This NOA 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. Gascon, P. NOA No. 08-0223.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 Page 1 C. M. Security Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.. 07-1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated December 11, 2003, expiring on December 11, 2008. F. STATEMENTS 1. Statement letter of compliance, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report no. FTL-4947, issued by Fenestration Testing Laboratory, Inc., dated August 24, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FTL4827, issued by Fenestration Testing Laboratory, Inc., dated April 24, 2006, signed and sealed by Edmundo Largaespada, P.E. 5. Laboratory compliance letter for Test Report no. FTL4786, issued by Fenestration Testing Laboratory, Inc., dated April 28, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. None E-2 41/92 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 084225.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 0 C. M. Security Group. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FW3033 LM, titled "Series 3033 Fixed Windows Large Missile Impact", sheets 1 through 5 of 5, dated 08/20/07 with the latest revision dated 02/14/08, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4947, dated 08/11/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Emory Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4827, dated 01/27/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4786, dated 01/20/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2004, prepared by Bromley -Cook Engineering, Inc., dated 04/29/07 with the latest revision dated 09/20/07, signed and sealed by William D. Cook, P.E. Complies with ASTM E1300-02 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 08-0225.02 Expiration Date: March 27, 2013, Approval Date: March 27, 2008 E-1 42/92 MAIL WINDOW WIDTH 1B- D.LO.- V.LO. = DAYLIGHT OPENING A ' SEE GLASS SCHEDULE PG. 2 FOR APPROVED GLASS TYPES g p C C 3 � TYPICAL ELEVATION NO JAMB ANCHORS B 1"wL TYPICAL 0 CM SECURITY SERIES 0 NOTES: 8713713° MAX. THESE WINDOWSACT.SHE RATED FOR OE �81 15118" D.L.O. MISSILE IMPACT. SHUTTERS ARE N T �'D.LO. =DAYLIGHT OPENING REQUIRED. ' I I _ I 1 1 -THIS PRODUCT HAS BEEN DESIG AND TESTED TO COMPLY WITH THE REO IREMENTS A OF THE FLORIDA BUILDING CODE EDITION INCLUDING HIGH VELOCITY HURRI E ZONE. -WOOD BUCKS BY OTHERS, MUST B ANCHORED PROPERLY TO TRANS R LOADS TO THE STRUCTURE. -ANCHORS SHALL BE AS LISTED Af ACED SEE GLASS SCHEDULE AS SHOWN ON DETAILS. ANCHOR PG. 2 FOR APPROVED EMBEDMENT TO BASE MATERIAL BE D GLASS TYPES D BEYOND WALL DRESSING OR STU-ANCHORING OR LOADING CONDINOT QSHOWN IN THESE DETAILS ARE NRTOFTHIS APPROVAL YD b -A 33% INCREASE IN ALLOWABLE S NOT USED IN ANALYSIS. a r -ALL STEEL IN CONTACT WITH ALUA INUM TO BE PAINTED OR PLATED. AS PER FBC iCT10N 114° 200324 TYPICAL ELEVATION W/ JAMB ANCHORS FOR WINDOWS UP TO 37° WIDE, ONLY TWO (2) ANCHORS PER CC RNER 4114° SERIES 3033 ALUMINUM FDCED WINDOWS FLANGED OR EQUAL LEG APPROVED CONFIGURATIONS: NO MULLION REQUIRED UP TO SC TALL E A 9 �3 0 INDIVIDUAL MULTIPLE UNITS SEE SEPARATE FIXED OR CASEMENT N.OA FOR CMSG (ANY CONFIGURATION) SERIES 3033 CASEMENT -- 11" c/c ►--- a STRUCTURAL MULLION SEE SEPARATE N.OA SECURITY GROUP - FAR-WP�IC 1 TECLAN�ADAq�7MO �3MP1 I� FAX. 874;457 .EY4MOK ENGINEERING, INC. N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954.772-4824 FAX.954-772-4634 WILLWM D. COOK PE, SECB c� FL P.E. #43904 S° FL 5.1. #2008 SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT Atri"r4cd� y4�Wkhft F DUG B are OPAYAW uue a NOA° 2007-8-20 1:20 D owawar sy I CR MULTIPLE UNITS WITH MULLION my om Para FW3033LM 1 OF S 0 r 6713/16" 1 I - I - I - I - I _ I - NOTE: GLASS LOADS BASED ON TESTING AND ASTM E1300-02 GLAZING zm O GLAZING DETAIL (T (+) INT (-) 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 1 140 t.._•yp� C.M. SECURITY GROU�P�-- FAR -WIC I 19400ONTREAL QC. CANADA HO 3P1 awm TEL. (614 467-8850 S1PI$� FAX. (6143457.4302 1 $00 465-CMSG �r WINDOW DIMENSIONS CAN BE ORIENTED e *awin9 url y.com VERTICALLY OR HORIZONTALLY my 0Km ' By GLASS TYPES / LARGE MISSILE IMPACT A 9/18" LAMINATED 1/4-H.&+0.075 VANCEVA STORM+ 1/4"H.S. g 7/18" LAMINATED 3118" H.S. + 0.075 VANCEVA + 3118" H.S. BROMLEY -COOK ENGINEERING, INC. O 7/18" LAMINATED 3/1S" H.S. + 0.090 SGP + 3118" H.S. 5440 N.FT. 33RD FT. LAUDEERDRDALL AESUITE, L3 100 FL 33309 D 9/18" LAMINATED 1/4" F.T. + 0.090 SGP + 1/4" F.T. PH. 954-772-4624 FAX.954-nz-4s3a SEE CHART FOR ALLOWABLE PRESSURES AND SIZES GLASS A B QOR DOW 995 STRUCl/RAL SILICONE FULLY BEDDED 1 118 x 3f8" S.S. GLASS Go@OR@ SELF TAPPING -DOW 995 STRUC RAL SILICONE 8 CAC FULLY BEDDED I #6 x 318" S.S. z SELF TAPPING m INTERNAL FL P.E. #43904 SCREWS I FL S.I. #2008 �C/C SPACING LASS STOP SERIES 3033, FIXED INTERNAL ALTERNATE GLAZING DETAIL WINDOW OSTOP LARGE MISSILE IMPACT 3 ATpcoved as eaa�dyingwldstlr Ficrida tads Delo 2007-8-20 1:1 "auaev CHMM ay CR Wer .m PAW FW3033LM 2 OF 5 DESIGN LOAD CHART - PSF WINDOW DIMENSIONS GLASS TYPECk, GLASS TYP B GLASS TYP C WIDTH (W) LENGTH (L) EXT (+) INT (-) EXT (+) INT (-) EXT (+) INT (-) 26112" 62 314" 140 140 140 140 140 140 35 3/4" 140 140 140 140 140 140 37" 140 140 140 140 - - 53 1/8" 140 140 140 140 - - 6713/18" 140 140 140 140 - - 261/2" 64" 140 140 140 140 - - 35 3/4" 140 140 140 140 - - 37" 140 140 140 140 - - 631/8" 140 140 140 140 - - 64" 140 140 140 140 - 6713/16" - - - _ 37" 107 3/16" - - - - - - 531/2"- ___ 6713/16" 1 I - I - I - I - I _ I - NOTE: GLASS LOADS BASED ON TESTING AND ASTM E1300-02 GLAZING zm O GLAZING DETAIL (T (+) INT (-) 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 1 140 t.._•yp� C.M. SECURITY GROU�P�-- FAR -WIC I 19400ONTREAL QC. CANADA HO 3P1 awm TEL. (614 467-8850 S1PI$� FAX. (6143457.4302 1 $00 465-CMSG �r WINDOW DIMENSIONS CAN BE ORIENTED e *awin9 url y.com VERTICALLY OR HORIZONTALLY my 0Km ' By GLASS TYPES / LARGE MISSILE IMPACT A 9/18" LAMINATED 1/4-H.&+0.075 VANCEVA STORM+ 1/4"H.S. g 7/18" LAMINATED 3118" H.S. + 0.075 VANCEVA + 3118" H.S. BROMLEY -COOK ENGINEERING, INC. O 7/18" LAMINATED 3/1S" H.S. + 0.090 SGP + 3118" H.S. 5440 N.FT. 33RD FT. LAUDEERDRDALL AESUITE, L3 100 FL 33309 D 9/18" LAMINATED 1/4" F.T. + 0.090 SGP + 1/4" F.T. PH. 954-772-4624 FAX.954-nz-4s3a SEE CHART FOR ALLOWABLE PRESSURES AND SIZES GLASS A B QOR DOW 995 STRUCl/RAL SILICONE FULLY BEDDED 1 118 x 3f8" S.S. GLASS Go@OR@ SELF TAPPING -DOW 995 STRUC RAL SILICONE 8 CAC FULLY BEDDED I #6 x 318" S.S. z SELF TAPPING m INTERNAL FL P.E. #43904 SCREWS I FL S.I. #2008 �C/C SPACING LASS STOP SERIES 3033, FIXED INTERNAL ALTERNATE GLAZING DETAIL WINDOW OSTOP LARGE MISSILE IMPACT 3 ATpcoved as eaa�dyingwldstlr Ficrida tads Delo 2007-8-20 1:1 "auaev CHMM ay CR Wer .m PAW FW3033LM 2 OF 5 A HEAD DETAIL ANCHOR THROUGH 2 OR 3 tc ALUMINUM WALLS, LARGE MISSILE IMPACT SEE SCHEDULE s a CI 114° (MAX.) OPTIONAL. FLANGE PLASTIC SHIM (AT HEAD, SILL OR JAMB8) THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. mmd INTERIOR "rim FINISH OW1YQ1p K0. FW3033LM 114" TEKS OR SELF DRILLING SCREWS A-38 STEEL OR INTO METAL STRUCTURES (iAr MIN. THICKNESS) ALUMINUM. OR INTO DADE COUNTY APPROVED MULLIONS. MINIMUM I EMBED CONC. SUBSTRATE— EXTERIOR STUCCO 1 EDGE DIST. f ' A HEAD DETAIL 9 1B° MIN. THICKNESS STEEL OR ALUM. •FRAMEANCHORS 1W PLASTIC SHIM (MAX.) A HEAD DETAII TAL STRUCTURE ANCHOR TYPE SCHEDULE: ANCHOR THROUGH 2 OR 3 tc ALUMINUM WALLS, LARGE MISSILE IMPACT SEE SCHEDULE s a CI 114° (MAX.) OPTIONAL. FLANGE PLASTIC SHIM (AT HEAD, SILL OR JAMB8) THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. is INTERIOR CR FINISH OW1YQ1p K0. FW3033LM 114" TEKS OR SELF DRILLING SCREWS A-38 STEEL OR INTO METAL STRUCTURES (iAr MIN. THICKNESS) ALUMINUM. OR INTO DADE COUNTY APPROVED MULLIONS. MINIMUM I EMBED CONC. SUBSTRATE— EXTERIOR STUCCO 1 EDGE DIST. f ' FINISH SILL DETAIL B vw OPTIONAL FLANGE FRAME 9 1B° MIN. THICKNESS STEEL OR ALUM. •FRAMEANCHORS 1W PLASTIC SHIM (MAX.) A HEAD DETAII TAL STRUCTURE ANCHOR TYPE SCHEDULE: SUBSTRATE 1/4TAPCOM THRU 1X OR 2X BUCKS DIRECTLY INTO 3000 PSI CONCRETE LARGE MISSILE IMPACT 1-112" MIN. EMBED INTO CONCRETE. CONCRETE OR PROVIDE 212" MIN. EDGE DISTANCE. GROUT FILLED muwe+oemm 1:2 MASONRY. 1WTAPCONS-TYPICALATJAMBS OPAMW THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. 1314` MIN. EMBED. CR PROVIDE 212° MIN. EDGE DISTANCE. OW1YQ1p K0. FW3033LM 114" TEKS OR SELF DRILLING SCREWS A-38 STEEL OR INTO METAL STRUCTURES (iAr MIN. THICKNESS) ALUMINUM. OR INTO DADE COUNTY APPROVED MULLIONS. ANT ASE JOINTS AND FRAME CONNECTIONS TO BE SEALED WITH SPECTREM 2 SILICONE. C.M. SECURITY GROUP - FAR -WIC 19400pICRUICKS CANADA CHOP M TEL.614 4578860 NVEMIM FAX. f 6143 457.4302 1 500 48&CMSG E- ail: � nearing(d�crntiecuri(y.corll BROMLEY -COOK ENGINEERING, INC. 5940 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954.7724824 FAX. 9547724834 WILLIAM D. COOK PE, SECS �g FL P.E.#43904 FL S.I. #2008 imi SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT hpprrnea' an nitRth� Plaid» a 2007-8-20 muwe+oemm 1:2 nom y MEaz¢i nmm OPAMW ago By ay CR OW1YQ1p K0. FW3033LM PM m 3 OF 5 .................... 1x a 2x BUCK ANCHORED INDEPENDENTLY 0 (2) #14 SMS 0 MIDPOINT C.M. SS�E7CLIF SEE SEPERATE N.OA (2) 6148MS @ FOR CASEMENT WINDOW fffVVfiTjM MIDPOINT_ DETAILS — _ engineerirtg�Clnt3ecurily.c�IR U Rw. ) U mmam � U - _ _ � — — - BF'OMLEY-COOK ENOMEERINCi. INC. 6 ' 77 5440 N.W. 33RD AVENUE SUITE 100 t3 13SEALAN1 FT. LAUDERDALE, FL 33308 PH. 04-7724824 •: • ", • i . • • �} .. WINDOW DIMENSION y► WINDOW DIMENSION FAX 8b4 772 4834 CONTINUOUS SEALANf —4 VARIES s BACKER ROoIAMB DETAIL MULLED WINDOWS O� ,RILED WINDOWS �W/O JAMB ANCHORS / FWD FIXED / OPERABLE (NO MULLION) (NO MULLION) WALL SUBSTRATE ANCHOR THROUGH 2 OR 3 ANCHOR THROUGH 2 OR 3 ANCHOR THROUGH 2 OR 3 ALUMINUM WALL$. ALUMINUM WALLS.ALUMINUM WALLS. I I a. O' I: • ©` • WILLIAM D. COOK PE, SECS I 10-11,1� FL P.E. 0438D4 FL S.I.02008 SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT Area oonoyluSwig%gawtqww_ plxn o tcn82 �20078-20 2 bGz•N ,tRoduaCmmd OPAMM msvM= ft By – CR max m an FW3033LM 4 OF 5 46 e co N Oi MAIN FRAME FDIBD 865 FXF ALUMINUM 6063-T5 L OGLASS STOP 516 FXF ALUMINUM 6063-T5 1.000^ d Us GLASS STOP 516 FXB ALUMINUM 6063 -TS u O MAIN FRAME FIXED 865 FXF (OPTIONAL) ALUMINUM 6063 -TS CRIMPED CORNER DETAILS COMPONENT _ _ __ FRAME (EXTRUSIOW 1i13�FXF) . _� CRIMPED CORNER 11.00.389 _ _ INTERNAL GLASS STOP MXTRUSION #518-FXB) INTERNAL GLASS STO�EXTRUSK)N #516-FXF) GLASS STOP CAP EXTRUSION #517-FXF) _ SELF TAPPING SCREW #8 x 3/8" LG. _LAMINATED GLASS, SEE GLASS TABLE - PAGE 2 1 1/4" LG. x 03/4" NEOPRENE_CORD SPACED 24"C GLAZING GASKET 40.00.808 ^SETTING BLOCK SILICONE DOW CORNING 996 STRUCTURAL FLAT CORNER 10 GA. WINDOW LIP/FLANGE (EXTRUSION #014 - GASKET SILICONE SEALANT SPECTREM II (OR SIM.) O GLASS STOP CAP 517 FXF ALUMINUM 6063-T5 N T 8 0.638" c cs WINDOW LIPIFLANGE014 FXA ALUMINUM 6063-T5 r MATERIAL IM. 6063-75 SST GLASS_ FOAM _ EPDM SST URA. 8083- EPDM SILICONE 0.648° h� O EPDM GASKET #40.00.806 3UTION MONT-ROYAL RENKO_ 1 M�p C.R. LAURENCE 2 engineedng(�crt�ecurily.com DOW CORNING 1 CMSG _ 4 _ INDALEX 4 RENKO 1 TREMCO A/R — B MLEY COOK ENGINEERING, INC. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 964-772.4824 FAX. 954772-4934 u EPDM GASKET I I — WILLIAM D. COOK PE, SECS 3.1 Cr a1.268" � '4 T- _SVPPLIEe INDALEX 4 C.M. SECURITY GROUP - FAR -WIC ALUMINUM 6063-T5 FL S.I. 02008 ouawam�ma 194! MCORUI SHiWC INDALIX 8 (�, °, , SHS$C� A H9 3P1 TEL (514 457-8850 FAX. (814;467.4302 INDALEX 4 _ INDALIX 4 —_-INDALIX_ 4 1800486-CMSG FABORY 40 3UTION MONT-ROYAL RENKO_ 1 M�p C.R. LAURENCE 2 engineedng(�crt�ecurily.com DOW CORNING 1 CMSG _ 4 _ INDALEX 4 RENKO 1 TREMCO A/R — B MLEY COOK ENGINEERING, INC. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 964-772.4824 FAX. 954772-4934 u EPDM GASKET I I — WILLIAM D. COOK PE, SECS 3.1 Cr a1.268" � '4 Imo -3.543° '� O CRIMPED CORNER 11.00,389 FL P.E. 043904 ALUMINUM 6063-T5 FL S.I. 02008 ouawam�ma SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT �c�'�OAC�r�3mtmuo NOANOw Z 2007-8-20 1:2 Prrli od .. cool optomm cin CR WAY" N0. PA09 to FW3033LM 5 OF 5 48/92 IECAWind Version 2.1.0.6 per ASCE 7-10 Developed by -iXCA Enterprises, Inc. Copyright 2012 ww.mecaenterprises.coffi Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting systems Date 6/21/2012 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JUAN M\My Documents\JOBS\TOM GILI\9767 NE 13th Ave Miami Shores, FL 33138 \CALC\windows and doors.wnd Directional Procedure A11 Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm Cc 0.15 1 0.80 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 0.4 : 12 Slope of Roof(Theta) = 1.91 Deg Ht: Mean Roof Ht = 15.50 ft Type of Roof = Monoslope RHt: Ridge Ht = 16.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1261.00 ft^2 Bldg Length Along Ridge = 42.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 9.30 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 554.83 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting systems 49/92 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by 149CA Enterprises, Inc. Copyright 2022 www.mecaenterprises.com Date 6/21/2012 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Documents and Settings\JIIAN M\My Documents\JOBS\TOM GILI\9767 NE 13th Ave Miami Shores, FL 33138\CALL\windows and doors.wnd Is El P Gabe Roof 0 <= 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 c;Cp GCP psf psf -------------------------------------------------------------------------- WOOD JOIST 2.00 5.00 10.0 2 0.30 -1.80 19.89 -82.03 Wood straps and hanger calculations Strap (wood to concrete) = 82.03 psf x 2ft x 6ft / 2 = 500 # (up lift) Strap (wood to wood) = 55 psf (DL+LL) x 2ft x 6ft / 2 = 330 # (gravity) Hanger (wood ledger to wood joist) = 82.03 psf x 2ft x 6ft / 2 = 500 # (up lift) Hanger (wood ledger to wood joist) = 55 psf (DL+LL) x 2ft x 6ft / 2 = 330 # (gravity) 50/92 LOADS DL = 25.00 psf DL = 10.00 psf + LL= 30.00 psf + UPLIFT _ -90.00 psf UL = 55.00 psf U L = -80.00 psf UL (WL REDUCTION) _ -80.00 psf Ltributa = 2.00 ft Wmax = 160.00 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 6.00 ft Wmax = 160.00% b = 1.50 in d = 7.50 in Fb = 1,000.00 psi E = 1.00E+06 psi I = 52.73 in" (DL + LL) A= 0.06 in �WL+LL—>L1240AIM== 0.30 in, FBC 1610.1 Lmax = 10.21 ft. Allowable for deflection to DL + LL. (LL)O= 0.03 in LL—>L/360 AIMM= 0.20 in, FBC 1610.1 Lmax = 10.92 ft. Allowable for deflection to LL. A 5, OK AIDerm BENDING Mmax = 720.00 # - ft VGRAVITY = 330.00 # - ft S = 8.64 in VNET UPLIFT = 480.00 # - ft SX = 14.06 in S s, OK Sx Lmax = 7.65 ft. Allowable for bending USE (1) 2x8 S4S @ 24" o/c MAX. 51/92 141AMI MME MIAMI-DADE COUNTY ff PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY - 1'1805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/neral Nu-Vue Industries, Inc. 1055 E. 29 Street Hlaleah, Florida 33013 SCOPE: This NOA is being issu under the applicable rules and regulations governing the use of entation submitted has been reviewed and accepted, by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control g code. This product is approved as described herein, and has been designed to comply with the F ida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & H Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 thr ugh 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., si ed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp w' the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Sect' n. MISSIIIE IMPACT .RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", wiless otherwise nowu nerem. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration daze may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0828.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submittal documentation was reviewed by Carlos M. Utrera, V-r- NOA No. 12-0130.34 e Expiration Date: January 1, 2014 Approval Date: June 14,2012 i'm/om Page l 52/92 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 0"516.01" 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 03-0730.03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Retwri No. Wood Connector Direction Date 1. PT # 034303 NVTP4 Upward 04/21/03 2. PT # 03-4343 NVTP4H Upward 05/05/03 3. PT # 03-4344 NVTP4 Upward 05/01/03 4. PT # 03-4345 NVTP4H Upward 05/02/03 5. PT # 03-4349 NVS0236 Up & Down 05/19/03 6. PT # 03-4357 NVS0236 Up & Down 05/20/03 7. PT # 03-4358 NVJH24 Up & Down 05/30/03 8. PT # 03-4385 NVJH26 Up & Down 05/30/03 9. PT # 03-4386 NVS0236 Up & Down 05/13/03 10. PT # 03.4387 NVJH28 Up & Down 05/30/03 C. CALCULATIONS "Submitted under NOA # 05-0516.01 " 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 03-0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E-1 0 53/92 Nu-Vue industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA.) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 08-0828.02" . 2. Statement letter of code conformance, no financial interest and no change of product, dated 08/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E. E -2 ub��'�olZ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-013034 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 ON Ll TABLE 1 ' JOIST SUPPORTS ' Single Header i^2x Joist rAod ° , t from ° t tRA1Y > H o . ° 1 t NYM 28 as shown ' NVJH 24 do 28 • skaor but with i [is � different balsa General Mites: L steel slk'}ll conform to ASTM A653, struch al grade 33 Ulm yield 33 ksi) � and a minimum galvanized coating of G 60'perASTM Ab25. 2. Allowable loads are based on National Desing spoci8cations (NDS) for ' wood constmction,-z,,S ition.Q+++A 1:1a„14o 014td:"1 & Design loads are £or Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be ad imted accordingly. 4. Nail values sire based on NDS -1-1- ta� C 0.55 and clave been reduced for Penetratfrin Depth factor., - 5. Allowable loads -for wind uplift and lateral loads have already been ' increased by a duration factor of 6o % for anchor nail. tJo• increase is allowed for'steel stress: 6. Allowable loads for more than a single cometion cannot be added ' together. A Resign load which be divided into components in the direction given must be evaluated as follows: .A.ctual UtM6 • • + + Allowable,2 Allowable Uplift wable Ll 12 7. Allowable loads are base on 1i" thick wood members unless otherwise noted 8. All tests have -been conducted in accordance with ASTM D -7176L MM "TOI AT. PE (CIM FL REGI. # 12847 16M LANTMt CREEK Loi , rowum 1m10s HOUSTON, TX TTt)ti8 W No � y d'�! �.`� `V ue Indushiea. Tae... ' J 105-10M?=t 29 Srwt Nfsie,b,PW,ida 33028 • �s � l2 BAic �s9s-gags 1 I -M JOIST SUPPORTS DWGit Sbeat:. Data:. Reclsla w W M0103 . • , . : (9J 12%1.1/113^;,. MT -S 1 ois ,' it&Y1iti ;soon}'u�t CO N 18 G NVJH JOIST SUPPORTS AN toad$ Product Miomm— Nebas Joist Double Fasteners Qvd town ta°oa (oda + W H . BS 'O' Size size a sad H Jolsta ,°��, NYJH24 1 3�jj 3 2x4 ' + 8-10d e-ts$ n tE' 4-10d it or 7�q ?� _ -- NYJHze 19g s' 3 , W '24 a,s • to-t� toe; too x yr i24o 1240 821 NV 9128 1% g� 3 ` 2xs2-24 200 2 -ado . z"e 2390 , ' 14-10d ta-tse Md. tYt 1 BIG (736 202 2-2jne 2d2 Single Header i^2x Joist rAod ° , t from ° t tRA1Y > H o . ° 1 t NYM 28 as shown ' NVJH 24 do 28 • skaor but with i [is � different balsa General Mites: L steel slk'}ll conform to ASTM A653, struch al grade 33 Ulm yield 33 ksi) � and a minimum galvanized coating of G 60'perASTM Ab25. 2. Allowable loads are based on National Desing spoci8cations (NDS) for ' wood constmction,-z,,S ition.Q+++A 1:1a„14o 014td:"1 & Design loads are £or Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be ad imted accordingly. 4. Nail values sire based on NDS -1-1- ta� C 0.55 and clave been reduced for Penetratfrin Depth factor., - 5. Allowable loads -for wind uplift and lateral loads have already been ' increased by a duration factor of 6o % for anchor nail. tJo• increase is allowed for'steel stress: 6. Allowable loads for more than a single cometion cannot be added ' together. A Resign load which be divided into components in the direction given must be evaluated as follows: .A.ctual UtM6 • • + + Allowable,2 Allowable Uplift wable Ll 12 7. Allowable loads are base on 1i" thick wood members unless otherwise noted 8. All tests have -been conducted in accordance with ASTM D -7176L MM "TOI AT. PE (CIM FL REGI. # 12847 16M LANTMt CREEK Loi , rowum 1m10s HOUSTON, TX TTt)ti8 W No � y d'�! �.`� `V ue Indushiea. Tae... ' J 105-10M?=t 29 Srwt Nfsie,b,PW,ida 33028 • �s � l2 BAic �s9s-gags 1 I -M JOIST SUPPORTS DWGit Sbeat:. Data:. Reclsla w W M0103 . • , . : (9J 12%1.1/113^;,. MT -S 1 ois ,' it&Y1iti ;soon}'u�t CO N TABLE 2 ' TOP PLATE -ANCHORS' NVTP & NVTPH ' Size ,Code . Gauge • Dimensfone (In) . e . 2x4/404 NVFP4 20 ar • 80 , 4x8, NVW8 20 g" 2x8 W/4x4 NVFPB M ZO •7f 18. � o g� . 2W/4x8 N IIs, 398- r ge , 2 /4x8' NV1P811 7r • g" iolai numDam&t rosteners Product 10d x 19' Yftrnd1liqlj9-us code ' Max. Uplift Capaclty ([be) 6 8 10 av1P 4,8,15 $%a- tos7 . 1348 • im NVIP 4H,BH,BH 938'1 IS07,1 1476 (74.15 Notes: ' 1. See General Notes, Sheet 1. ' 2. One half of all specified fasteners shall be used on each side of ud to achieve tabulated values. 0 •e ° o x 6 0 0 o ° o 0 ;<a e . N•, •y i � :" :a. a�`.iY•. 0 0 0 0 0 TABLE 3 NVSO 236, 16 GAUGE, HEAVY-DUTY ' FACE MOUNT JOIST HANGER Joist Size • Fasteners A8o oode (Lbs.) Header. Joist Uplift Header Size , 2x8-8 -2x8 , 1=40' 1.4 z 14-10d tt- 176B , 1108 , 1a -18d • ted 1875 , 1279 . 8-1ed, Boob 1217 Notes: 1. oral Notes, Sheet 1. tY• , o ° 0 e0 � �0 o g �• i o , 0 � o 398- 198' BOLT HOLES 1/2' ' NAIL HOLE 3/18" t Ya' N1n. It F�REG oewm kAm erwfi4 rAdas 12847 awkiftooftf 13123 LANM CR8$K LANE HOLISM. TS 77088 ey der i 2-2X Mkdmam ltd mx? "vow I rsa.,T;."�. �nhir 1Ae Fbrtds U® IwauaMex,lna 106&-lO�Baet 898tresL. CS NVTP&N rll= L T9ANQIM I08l HANti81t DVM# M -W Date: xevido0, 1!10/09 Diu— I - ease uav s4 mos (� TABLE 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. PRODUCT FASTENERS SIGN LOADS (LBS) ' CODE DESCRIPTION 1_2 VM N IAT, PE rCMK HEADER JOIST - UPLIFT' • Lt' L2 NVHC Hurricane Clip - wide • 9-10d • 9--10dX687 407+ 30B 4 NVHC 43/2 ' e Clip - vildex2 ' 10710d' •10-10d, F '917 547..432 ' Notes -For Uplift, use two' clips, one on each side to comply with section 2321.7 of ' 1. See General Notes, Shee the FBC 2010 3 AV Ya" ��,.b -n- e �b J 17i" M 3�" Y4" r i e� Vv a 9C �1 � e e ' e o e NVHC 43/2 NVHC 43 UPLIFT 2-2X 3. UPLIFT ' 1_2 VM N IAT, PE rCMK i�L. REG-,# 12847 o Q C -4 f315123 P LANTER. CREEK LAVE a,rwr 4" 0oQ,6slake— DMdoa UIIndustries, Inc. los3-lo59Pave 29 SheaMamh, F1wMa 33019 OM 694 -ow PAR: (SW M-03.98 NVHC 43 & NVHC 43/2 CUP. # Sheet: Date: Ravietoas: ( MGM (2) 12/11/03 =$ 3 of 3 NLY io6 20M RVAM VM N IAT, PE rCMK i�L. REG-,# 12847 o Q C -4 f315123 P LANTER. CREEK LAVE a,rwr 4" 0oQ,6slake— HOUSTON. ME17068 40 Ll 14. c 'I'll fit DMdoa UIIndustries, Inc. los3-lo59Pave 29 SheaMamh, F1wMa 33019 OM 694 -ow PAR: (SW M-03.98 NVHC 43 & NVHC 43/2 CUP. # Sheet: Date: Ravietoas: ( MGM (2) 12/11/03 =$ 3 of 3 NLY io6 20M RVAM 57/92 MIAMF MIAMI -BADE COUNTY = Mki a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 QA www.mlamldade.gv/,pera/ Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, Florida 33013 SCOPE: This NOA is being issued un r the applicable rules and regulations governing the use of WIMMULIVII 111awnW5. Inc UM 'on submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. High Velocity Hurricane Zone. DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mia=: Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08-0326.11 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. � M NOA No: 12-0130.33 E suaM i i r �� Expiration Date: August 21, 2013 Approval Date: June 14, 2012 Page 1 58/92 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "SubmWed under NOA No. 05-0701.04" 1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH", sheets I through 4 of 4, dated 02/13/2003, with last revision dated _. 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Report No. Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 1.1/06/02 4. PT 02-3938 NVTA Upward 08/06/02 5. PT 03-4177 NVRT36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 034271 NVRT36-T Upward 03/27/03 8. PT 034270 NVRT24-T Upward 03/27/03 9. PT 024095 NVUB26 Up & Downward 01/17/03 10. PT 024096 NVBH24 Up &Downward 12/03/02 11. 31-22456.0002 NVTA & NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted .under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pages Date Sisnature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06/03 V. N. Tolat, P.E. 5: NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. OIZ DG � Carlos M. Utrera, P.E. Product Control Examiner NOA No: 12-0130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E-1 0 Nu-Vue Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 59/92 D. QUALITY ASSURANCE 1. . Miami -Dade Department•efPermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submided under NOA No. 04-12©2.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control ExamlM . NOA No: 12-013033 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E-2 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS OH g Product Gouge Gauge WAS 220 Code seat strap 16 NVTA-16 NUE 20 14 18 NVTA-18 NvrAS 214 20 14 22 NVTA-22 I NVTAS 218 20 14 24 NVTA-24 WAS 220 20 14 26 NVTA-28 WAS 222 20 14 28 NVTA-28 NVTAS 224 20 14 30 NVTA-30 WAS 226 20 14 38 NVTA-36 j WAS 232 j 20+ 48 NVTA-48 NVTAS 244 20 14 General Notes: No. of Fasteners each strop 10d Maximum Allowable Load Iba Uplift Uplift L1 Single L2 Single Single DoubiwJ & Double & Double Strap S Straps Straps S 757 1514 280 500 8 so 1810 250 500 7 854 1708 250 500 8 902 •1804 250 500 V Vol -190 NVTA-24 e IR+XfAW +<- 1.0 10 999 •1998 250 500 m�Q my s1wU be o min. of 255 pal. concrete masonry shall comply with ASTM 14 28 NIN. a^ 9. All teats have been conducted In accordance with ASTM D-1781. i2 1096 +2192 280 500 13 1145 •2290 250 800 14 1193 02290 280 800 'Note: For 8 or more nails per strap, use double truss for double straps. 101 t ■ 1. Steel shall conform to ASTM ABU. structural graft 33 (Wn. yield 33 ken and Product h Code Ilk - o minimum galvanized coating of 0 60 per ASTM A5246 1� 2. Allowable loads are based an National Oeekng spesi9ootione (NDS) for wood NM%NVTAS construction. 20b Wtlon and Florida BuUcbg Code 2010 20 gn [cods are for Southern Pine epodes with a epeoHk gravity of 0.55. e loods for "I be MIN.4' other species adjusted oc:%Sly. �& 4. Nall vatuss are based an NDS table 11P. 0-0.65 for common who nope and 14 have bean reduced for Penetration Depth factor CD. NVTAS 1. 5. Allowable loads for wind uplift have already been Increased by a duration factor of 1.6 for anchor nails. 33X steel etre" Increase Is not used in the . tabulated values. i S. Allowable loads for more than one direction for a single aonneatlan carrot be NvTAS 218 added together. A design load which can be divided into oomponents in the 520 dtreattans given must be evaluated as follows: NVTA-24 e IR+XfAW +<- 1.0 520 7. Allowable loads are based on 1r thick wood members union otherwise notal. 26 & All its beams and grouted concrete masonry shall corn ply with chapters 19 and 21 of 2010 FBG Concrete for tie boom and grout and mortar for concrete H m�Q my s1wU be o min. of 255 pal. concrete masonry shall comply with ASTM 14 28 NIN. a^ 9. All teats have been conducted In accordance with ASTM D-1781. Ei 14 NVTA 1" TABLE.2 Truss Anchors NVTA and Riveted Truss Anchors with Seat H (h Product h Code Ilk - Gouge seat Gauge strop 16 NM%NVTAS 212 20 14 18 NVTA-18 N 14 20 14 20 NVTA-20 NVTAS 216 1144 14 22 NVTA-22 NvTAS 218 20 520 24 NVTA-24 NVTAS 22014 520 11 26 NVTA-26 WAS 20X 14 28 NVTA-28 224 20 14 30 NVT NVTAS 226 20 14 38 A-36 NVTAS 232 20 14 NVTA, NVTAS NVTA-48 NVTAS 244 20 14 VIPIN N. TOLAT. PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK IANI HOUSTON, TX 77068 e�e6e�1N N. 8 "'0 1Fi%),» No. of Fasteners each strap 10d x 1.5' Uplif aP plHt Doubt L1 Sfiggt & Doubt I Strops 1032, 2236 250 8 1127 2254 388 7 1136 2272 520 8 1144 •2288 520 9 1153 •2306 520 1161 •2322 520 11 70 •2340 520 12 11 •2356 520 13 1187 • 820 *Note Per 8 or more nabs per double truss for double straps. 800 565 830 830 630 630 630 630 630 use Perpendicular to wall, _ L2 .6�L2 'HI--Ihil 0 Reinforcements Required 21. O !§ 0 2j. a Concrete The Beam or re Beam farmed with concrete filled O LHoles asomy Dia." wm�� NVTA, NVTAS �/3 iv u — V u e Industries, Inc. 1053-1059 East 29 Street Hloteah, Florida 33013 P% PHONE. PHONE: (305) 694-0397 FAX (305)'694-0398 NVTA AND NVTAS TRUSS ANCHORS DWG #FShe-et- Dote Revisions: �y 20021 5 NU— 4 FEB. 13, 2003 Jan. 10. 2006 July 19. 2008 TABLE 3 NVBH 24 BUTTERFLY HANGER Notes: 1. Use all specified fastener In to achieve velua kdcated. 2. Values are based on Ir header and lokness. 3. See Gm" Notes, Shat 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER FASTENER SCHEDULE ALLOWABLE LOADS (11m) x 8 DOW 2A NVUHN 14 20 10 GRAVITY LOADS 2x 18 12 8 1113 Notes: 1. Use all specified fastener In to achieve velua kdcated. 2. Values are based on Ir header and lokness. 3. See Gm" Notes, Shat 1. SYMM.® Mid Span TABLE 4 NVUH 28 JOIST HANGER P 000� PA0DMIlIMUD slI CMil� aObPfsid• AVNs • 3 Nota: 1. Use ail specified fast schedule to aofdeve value indkated. 2. Values are 3' header thlelmess and 1i" Joist Oftnesa 3 See Gen cies, Shat 1. PA9M1tCCP tr�11MOs SYMM.® Mid Span 2r UPLIFT ti 11� o 0 0 0 ° s o 0 •. �Q° 0 0 f7 ° • ° • ° 5r osalso �l.d • • VIPIN N. TOLAT, PE (CIVI DOWNWARD LOAD FL REO ��pp 12847 DOWNWARD LOAD 15123 LAF�TERN CREEK LANE o • o HOUSTON, TX 77088 • , ^I ` • I V u u e IndusWes, Inc. • 2�. 1053-1059 East 29 Street r Hkdeah, Florida 33013 MGM (((%)) 594-0397 1r z�. e! 2 NVBH 24 AND N HANGERS DWG Sheet Data: Revlsi t .1, 2003 e is, 2000 NU -2 2 of a F1:e.13 '� 10.2008 July 19, 2009 d7 N F ALLOWABLE LOADS Qts.) x 8 DOWNWARD WINDUPLIFT 00 GRAVITY LOADS Lo 2A NVUHN 14 20 10 1213 2233 1000 P 000� PA0DMIlIMUD slI CMil� aObPfsid• AVNs • 3 Nota: 1. Use ail specified fast schedule to aofdeve value indkated. 2. Values are 3' header thlelmess and 1i" Joist Oftnesa 3 See Gen cies, Shat 1. PA9M1tCCP tr�11MOs SYMM.® Mid Span 2r UPLIFT ti 11� o 0 0 0 ° s o 0 •. �Q° 0 0 f7 ° • ° • ° 5r osalso �l.d • • VIPIN N. TOLAT, PE (CIVI DOWNWARD LOAD FL REO ��pp 12847 DOWNWARD LOAD 15123 LAF�TERN CREEK LANE o • o HOUSTON, TX 77088 • , ^I ` • I V u u e IndusWes, Inc. • 2�. 1053-1059 East 29 Street r Hkdeah, Florida 33013 MGM (((%)) 594-0397 1r z�. e! 2 NVBH 24 AND N HANGERS DWG Sheet Data: Revlsi t .1, 2003 e is, 2000 NU -2 2 of a F1:e.13 '� 10.2008 July 19, 2009 d7 N L� TA NVRT Flat and Twisted Rafter Ties Length Product Gouge (in) Code 12 NVRT-12 14 16 NVRT-18 14 18 NVRT-ie 14 20 NVRT-20 14 24 NWT -24 16d Fasteners Maximum Uplift Load (lbs) TOTAL n 8 4 Flat Ties Twisted Ties 728 724 10 8 881 Sao 16 NVRT-18 Bot 18 14 7 1138 1132 20 NVRT--20 14 22 NVRT-22 14 24 14 30 NVRT— 14 36 NVRT-� 14 36 NVRT-38 14 48 NVRT-48 14 Length Product Gouge (in) Code 12 NVRT-12 14 16 NVRT-18 14 18 NVRT-ie 14 20 NVRT-20 14 24 NWT -24 16d Fasteners Maximum Uplift Load (lbs) TOTAL n 8 4 Flat Ties Twisted Ties 728 724 10 8 881 Sao 16 NVRT-18 Bot 18 14 7 1138 1132 Notow 1. Specify 'F" for not and 'T' for Twisted when ordering. 2. Fastener values are basad an a minimum 11" thick wood members. 3. • Indicates no. of nags In each connected wood number. 4. See General Notes, sheet 1. �e LENGTH o,1• HALF HALF Connected Oonneated to truss to wag LENOTH 'I PROGatCrR8va8D r esa:ptf}es wear ilorles TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams / or Concrete Filled Masonry Length (in) oduct de Gauge 12 NVRT—t 14 16 NVRT-18 Bot 18 NVRT-18 14 20 NVRT--20 14 22 NVRT-22 14 24 NVRT--24 30 NVRT— 14 36 NVRT-� 14 48 NVRT-48 14 No. of 16d nails to wood Framing 4 No. of i" diameter Topcons to Concret 8 M um Uplift Load (lbs) 722 8888 8 8 Bot 7 00g 1128 .rf Zp o 1' p a Mllw� O 11e -124 0 NVRT An SWUNWO ? Notes: Hales dia. 1. ITw topcone stall be embedded o minimum of i4- into concrete tiebeam or tiebeam formed with concrete filled masonry ITW topoons shall Do not have a min. edge distance of 2r and minimum "Ing of lr as shown. Use circled holes 2. See General Notes, sheet 1. led UPLIFT 3. Ag tapao 0 must be In the some row space at Ur on centers. Do not =hales in the ooppposite raw. Strap st be long ena:gfi to accommodate required tapcona o i"rapa - o VIPIN N. TOLAT, NE (CIVIL) See ° FL REG. 1} 12847 Note g3 a}f r 15123 LANTERN CREEK LANE k.• HOUSTON. TX 77085 r•`. N u— V u e industries. Inc. 1083leahEast Street ltlaleah, Fbrldo 330}3 2r Min. distance �d6 PHFAX ONE: (30) 94-0397 Retnforcoment re /%l2� NVRT FLAT AND TWISTED RAPIER TIES DWG, Sheet;.. Date: RoAWone; v�1y 11b Tie seta tormad with • coat ate tcrete �le�bemun � NU -2 3 of 4 PEs. t.% �oJ or Jam }o. 2W8 My 1e, 2ooe 0) Q to N Trues plate raqutred to transfer bad to bottom Chard . rot a7Qsx t H MiN Irt Shgb NVTH 11>F Truss plate required to transfer food to1%, bottom chard Double SUap Double Trues Reinforcements Required Retnfaraarlante Required Concretes To Boom or Tie Benin fomred with aonoets Bled TABLE 7 Truss Anchors NVTH H m th Product Code Gauge seat Gouge strap Maxim plift Loads lbs o. of Fasteners h► each Strap a Strop Double Straps 10d x 1.3 on on Single Truss Double Truss 12 NVTH-18 1s 14 1032 2084 14 NVTH-18 18 14 8 1222 7 1278 2444 18 NVTH-20 18 21380 18 NVTH— 18 14 8 1328 2868 8 1383 2766 20 04C24 18 14 10 1437 2874 22 NVM-28 18 14 11 1480 2980 12 1844 3088 24 NVTH-28 18 14 13 1698 3188 26 NVTH-30 18 14 + yr 0 32 NVTH-36 18 14 44 VTH-48 18 14 yi o O front do t3a�c off oenterad Va3w N. TMw, PB (CIVP Hofs did: Jr t1i Can i7. HEM18847' 0 ol/its Bamn formed 8 Nab !n Front Boom 18188 LANTERN CFMZ LANE //FFEEhh ooriorate Med Naps 10d x 1.8• HOUOTON, T$ 770N NVTH mosonry Nu — e 1"u9 rtes, Inc. fmt+meo NreiM. 694-0897 dzl- L tom—tom Pkat Me street �t4siMs 006 M.13 �itirlABM�e1•.>a, P)7ortda 68018 Nv1x aNctto� DWO #: Sheet: Dat-: Revisions PTU -2 4 of 4 JMY 19, ¢Cos. rn 0 CL a 0 Es° X 48" SECTION ELEMATIC ® Hol lowcore Plank 01deastPrecast® BuildingSystems WITH NO TOPPING UNIFORMLY DISTRIBUTED SUPERIMPOSED* LOAD IN LBS. PER SQ. FT. C Standard Designation 7 -Wire 270 Lolax P/S Strand Combination P/S Strand Area Sq. In. Ultimate Bending Moment, 0 Mn Kip -Ft per Unit SIMPLE SPAN IN FEET 10 1Ti 2 13 14 15 16 17 18 19 21 23 24 25 26 27 28 29 30 31 32 33 0 Vow in Kips per Unit N 211/32' 63/32' 111/32• 21/32' 2 99 87 77 68 r to 12.30 2008705 5-7/16°0 0.575 72.52 446 398 359 326 298 275 254 226 202 182 114 148 1 5 123 112 103191 81 71 12.30 p ge 8 135 123 113 104 96 86 77 69 M 12.30 20_08707 7-7/16.0 0.805 97.96 473 423 381 347 317 292 270 251 226 204 184 167 151 138 126 116 106 98 90 81 73 65 12.30 20_08806 6-1/2'0 1 0.918 1 109.88 473 423 381 347 317 292 270 251 234217 196 178 162 148,135 124 114 105 97 89 83 74 12.30 20_08807 7-1/2.0 1.071 1 124.60 489 437 394 358 328 302 280!2601242 227 211 192 176 160 146 134 124 114 105 97 90 84178,— 12.30 ' •' * INCLUDES THE LIVE LOAD PLUS ANY DEAD LOAD THAT IS ADDITIONAL TO THE WEIGHT OF THE BARE GROUTED PLANKS IN PLACE MA N D r D v .0 N 211/32' 63/32' 111/32• 21/32' r to /2 --nn 5/1 ge 3/8' bi NOT— M T 1. Design Standard: ACI 318-2005 �, y +.::' : �;� ` ` ''` '`:o"' .:' 2. For complete and detailed calculations consult '' e�� ' •' Oldcastle Precast. MA N ;Q.. ..,.:-..:..�;:,....::.•:�.�•• 3. For longer spans, heavier loads, or special conditions, H O ..:,-.....,:...., consult Oldcastle Precast. O po N 4. The table indicates maximum safe loads. Camber and h N v 2' 71/8' 77116' 77/18' 77/16' 77/16' 71/8' 2• deflection must always be investigated by the architect, O -n 11 4--0- and/or engineer for the contemplated loading and span CD N so that these factors are compatible with the contiguous O to materials in the proposed structure. p -0 Grouted weight of plank is 54 lbs. per sq. ft. 5. Values to the left and below the heavy stepped line are CL D �+ PC = 5,000 psi f'Ci = 3,000 psi Area = 207 in.2 controlled by shear. W f'pu = 270, 000 psi I =1,580 in. bw =10.0 in. 6. Shaded region indicates expected camber greater than 1'. m 65/92 ©©©BEEN �©��0��©©�©©�� NEE EMENE ME MEN ®ENEEMENNEENMEEME MEMO ME MOE= mumsm-m-IMMUMEMS ®oommmommommoom��»� MEMEMENNEMEMEMEMMEM No 0 MEEMEMENEEMEN EMEEMENEEM ME no mmommorommomommmmsrONE MOEN MENEENNEEMENNEEMMEN MEE mommommommoommmsmsmomm 66/92 MENEM BEER5 MEMO ME HOME HEN MEMENEMEMEMMEMEMEME � moommommummommEMEMEMEME 0 mommom-SEEMENEMENEEMENN m 0 MMENEENNEEMMOSEEMSEE m NNEEMENEMENEEMEMEME M M MMME ENEEMEMMEMSEEMMME Msm MEN NONE MOEN MMEMMEMMM_MMMMMNM 5 MOEN MENNEEMOMENEEiMISM M � Elements' properties • • 67/92 0 i v m a) CL 0 a� C. CO N 4 rn co N Design Group Results Design Group: Concrete Beam X G01 per ACI 318-08 Designed As: Rectangle 16_ x 8, Material: \Concrete\Concrete (F'c = 5 ksi) REINFORCING STEEL DETAILS Main Bars Top Continuous: 247 Top Left 1/3: -None- Top Right 1/3: -None- Bottom Continuous: 247 Bottom Center 1/3: -None- Stirrups are #3's and have 2 legs. Stirrup Count and Minimum Spacing: Left = 36 @ 3 in, Center = 36 @ 3 in, Right = 36 @ 3 in Total stirrup count =108 Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib -ft Ib -ft Ref. Check BmX002 1.2D+1.6L+0.5Lr 4.39 35248.84 68194.85 10.3 0.52 OK As Req'd = 0.004 ft^2, d=13.7 in Strong Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check BmX002 1.2D+1.6L+0.5Lr 18.09 17762.95 26669.01 11.4 0.67 OK Vc =15484 Ib, Vs = 20075 Ib Combined Shear+Torsion Check Member Result Offset Avt/s Req'd Avt/s Provided Code Unity Details Name Case ft in In Ref. Check BmX002 1.4D+0.9H 8.91 0.07 0.07 11.5.3.8 0.92 OK Phi Tn = 9099 Ib -ft, Tu = 4372 Ib -ft, Phi Vn = 41725 Ib, Vu =16316 Ib v 0 cc N Design Group: Concrete Beam Z G02 per ACI 318-08 Designed As: Rectangle 16 x 8, Material: \Concrete\Concrete (Pc = 5 ksi) REINFORCING STEEL DETAILS Main Bars Top Continuous: 247 Top Left 1/3: -None- Top Right 1/3: -None- Bottom Continuous: 247 Bottom Center 1/3: -None- Stirrups are #3's and have 2 legs. Stirrup Count and Minimum Spacing: Left =13 @ 6 in, Center = -None-, Right =13 @ 6 in Total stirrup count = 26 Strong Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib -ft Ib -fl: Ref. Check BmZ003 1.4D+0.9H 11.96 57447.23 68194.85 10.3 0.84 OK As Req'd = 0.007 W, d=13.7 in Strong Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check BmZ003 1.2D+1.6L+0.5Lr 17.85 16020.52 26643.35 11.4 0.60 OK Vc = 15449 Ib, Vs = 20075 Ib Design Group: Steel—Column—G03 per AISC LRFD (2005) Designed As: HSS4x4x1/4, Material: \Steel\ASTM A500 Grade B (Fy = 46ksi) Combined Check A Member Result Offset Code Unity Details Name Case ft Ref. Check COL001 1.2D+1.6L+0.5Lr 11.00 1-11-1a 0.57 OK KLz = 9.43 ft, KLy = 9.41 ft, Lb=11ft Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft Ib Ib Ref. Check COL001 1.2D+1.6L+0.5Lr 0.00 33484.64 96167.51 E3-2FB 0.35 OK KLz = 9.43 ft, KLy = 9.41 ft Strong Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib -ft Ib -ft Ref. Check COL001 1.2D+1.6L+0.5Lr 11.00 -682.29 16180.50 F7-1 0.04 OK Lbz = 11 ft, Cb = 1 Weak Flexure Check Member Result Offset Demand My Capacity My Code Unity Details Name Case ft Ib -ft Ib -ft Ref. Check COL001 1.4D+0.9H 11.00 -3369.20 16180.50 F7-1 0.21 OK Lby =11 ft Strong Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check COL001 1.2D+1.6L+0.5Lr 11.00 -62.03 46301.76 G2-1 0.00 OK Weak Shear Check Member Result Offset Demand Vz Capacity Vz Code Unity Details Name Case ft Ib Ib Ref. Check COL001 1.4D+0.9H 11.00 -306.29 46301.76 G2-1 0.01 OK Design Group: Concrete—Column.:-G04 per ACI 31848 Designed As: Rectangle 22 x 8, Material: \Concrete\Concrete (Fc = 5 ksi) REINFORCING STEEL DETAILS Ag = 1.22 ft^2, As Required = 0.012 ft"2 Rebar pattern = Rect 4 -Face Main rebar: 847 (As Provided = 0.033 ft"2, Rho = 0.027 ) Tie size: #3, spacing = 8 in Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check COL007 1.2D+1.6L+0.5Lr 16.00 Strong Bending 0.68 OK v S!! m N 0 Design Group: DG5 per AC1318-08 Designed As: Rectangle 24 x 16, Material: \Concrete\Concrete (Pc = 5 ksi) REINFORCING STEEL DETAILS Main Bars Top Continuous: 5410 Top Left 1/3: -None- Top Right 1/3: -None- Bottom Continuous: 5-#10 Bottom Center 1/3: -None- Stirrups are #3's and have 2 legs. Stirrup Count and Minimum Spacing: Left = 27 @ 4 in, Center =11 @ 10 in, Right = 27 @ 4 in Total stirrup count = 65 Strong Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib -ft Ib -ft Ref. Check BmX003 1.2D+1.6L+0.5Lr 14.04 444754.46 534024.73 10.3 0.83 OK As Req'd = 0.035 ft^2, d = 21.5 in trona Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check 3mX003 1.2D+1.6L+0.5Lr 2.70 68947.17 71851.62 11.4 0.96 OK Vc = 48524 Ib, Vs = 47278 Ib v co N "-I Design Group: DG6 per ACI 318-08 Designed As: Rectangle 12 x 8, Material: \Concrete\Concrete (Pc = 5 ksi) REINFORCING STEEL DETAILS Main Bars Top Continuous: 247 Top Left 1/3: -None- Top Right 1/3: -None- Bottom Continuous: 247 Bottom Center 1/3: -None- Stirrups are #3's and have 2 legs. Stirrup Count and Minimum Spacing: Left = 13 @ 4 in, Center = -None-, Right =13 @ 4 in Total stirrup count = 26 strong Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft Ib -ft Ib -ft Ref. Check BmX001-0 1.2D+1.6L+0.5Lr 6.38 37261.62 46594.85 10.3 0.80 OK As Req'd = 0.006 ft^2, d = 9.69 in trona Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case ft Ib Ib Ref. Check BmX001-0 1.2D+1.6L+0.5Lr 8.42 3740.66 8953.80 11.4 0.42 OK Vc =11938 Ib, Vs = 0 Ib v m N Design Group: DG7 per ACI 318-08 Designed As: Rectangle 12 x 8, Material: \Concrete\Concrete (F'c = 5 ksi) REINFORCING STEEL DETAILS Ag = 0.667 ft^2, As Required = 0.007 ft"2 Rebar pattern = Rect 2 -Face Main rebar: 4-#7 (As Provided = 0.017 ft^2, Rho =0.025) Tie size: #3, spacing = 8 in Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check COL008 1.2D+1.6L+0.5Lr 16.00 Strong Bending 0.86 OK V 0) N 40 C-11526 v m 0) Q 0 a� CL m oj A rh O� N V CO N 0123 � r m CL 10 19 ®'f 1$i Ib um 0 �i 0 Concrete PROJECT: footing F6 CLIENT: t^n kl^ . 1T DATA B = 6.00 ft FOOTING LENGTH AM WIDTH 01 = 12 In JMN DEPTH c2 - 8 in PLATE WIDTH b, - 22 In PLATE DEPTH b2 = 8 in TING CONCRETE STRENGT = 5 ksi %R YIELD STRESS fy - 60 kW L DEAD LOAD Po, - 28.9 k L LIVE LOAD PLL = 28 k RAL LOAD (0=WIND,1=SEk-MC) = 0 Wind,ASD ) AXIAL LOAD PLAT - 0 k, ASD ) MOMENT LOAD MiAT = 0 ft -k, ASD ) SHEAR LOAD VuT = 0 k, ASD :HARGE q, = 0.1 ksf WEIGHT V% = 0.11 kcf TING EMBEDMENT DEPTH Df = 3 ft THUG THICKNESS T - 24 In Wy SOB. PRESSURE 0a = 2 kd THUG WIDTH % = 3 It Psora = w. (Df - T) B L = 3.96 B2 - 3 ft INUG LENGTH L, = 3 It L2 = 3 It FORCING SIZE 8 5 MR / Nb = ###= > F-1.6/0.9 THE FOOTING DESIGN IS ADEQUATE. PAGE: DESIGN BY: DESIGN SUMMARY FOOTING WIDTH B = 6.00 ft FOOTING LENGTH L - 6.00 ft FOOTING THICKNESS T = 24 in LONGITUDINAL REQW., TOP Not Required ft, fr cl fig LONGITUDINAL REINF., BOT. 5 # S @ 16 in o.c. ft, fr el fig TRANSVERSE REINF., BOT. 5 9 5 ®161n o.c. Pu = 63 kips M = 0 ft-Idps 77AM 0 ft -kips V = 0 d Vu = 0 kips V fi, fr d fig eu = 0.0 ft, fr cl fig �v L? Pa = C m ` b, 1 co 1 � 1 PSIS !N LOADS AT TOP OF FOOTING (IBC SEC.1605.32 & ACI 318-08 SEC.92.1) E 1: DL + LL P = 57 kips 12 DL + 1.6 LL Pu = 79 kips M = 0 ft -kips r& = 0 ft-Idps e = 0.0 ft, fr cl fig eu = 0.0 ft, fr el fig E2: DL + LL + 1.3 W P = 57 kips 12 DL + LL + 1.6 W Pu = 63 kips M = 0 ft-Idps Mu = 0 ft -kips V = 0 kips Vu = 0 kips e = 0.0 fi, fr d fig eu = 0.0 ft, fr cl fig E 3: DL + LL + 0.65 W P = 57 kips 0.9 DL+ 1.6 W Pa = 26 kips M = 0 ft -kips Mu = 0 ft -kips V = 0 kips Vu = 0 kips e = 0.0 ft, fr cl ftg eu = 0.0 ft, fr cl ftg CK OVERTURNING FACTOR OBC 0916052.1,1808.3.1, & ASCE 7-W 12.13.4) Mit/Mo = MOM > F =1.6 / 0.9 = 1.78 ISMiadactmA Where Nb = MLAT + VuT T - PuTL2 - 0 kdl P% = (0.15 kcf) T B L = 10.80 It, footing weight Psora = w. (Df - T) B L = 3.96 k, soil weight MR = PDLL2 + 0.5 (Pffg+ Psj L = 131 k -ft FOR REVERSED LATERAL LOADS, MR / Nb = ###= > F-1.6/0.9 [Satisfactory] Where Mo = MrAT + VuT Df - PuTLI = 0 k -ft MR = PDLL, + 0.5 (P8g + Psco) L = 131 k -ft CK SLIDING OBC 0918072.3) 1.5 (VLat ASD) = 0 kips < PEW = 15.88 kips [Satisfactory] Where 1 µ= 0.4 80/92 • • SOIL BEARING CAPACITY (ACI 318-08 SEC.1522) Service Loads CASE 1 CASE 2 CASE 3 = P e 562 0.0 56.9 0.0 562 0.0 k ft center of footin qs B L 3.6 3.6 3.6 k, (surcharge load) (0.15-ws)T B L 2.9 2.9 2.9 k, (footing increased) E P ei. es 63A 0.0 4 U6 1 0.0 4 11/6 63.4 0.0 4 U6 0.0 4 B/6 63A 0.0 4 U6 0.0 4 B(6 k ft ft qL gQIBII 10.6 12 10.6 1.8 10.6 1.8 k / ft ksf %low 2.0 2.7 2.7 ksf Where/ ) I 1+6e`9a(1+6ea1 CASE 1 CASE 2 CASE 3 = L L .for eL S L 6 62.7 0.0 B for ea 5 6 (Satisfactory) qL 5.8 3.6 _ q� B y(0.15T + ws(Dt- T))BL 17.7 2(LP) L ,for eL > - 6 k, (factored footing & backfill loads) 2qL B for ea > - 6 3(0.5B -ea)' 3(0.5L-eL)' DESIGN FLEXURE & CHECK FLEXURE SHEAR (ACI 318-08 SEC.15.42,102,10.3.5,10.5A, 7.122,122,12.5, 15.52,11.1.3.1, & 112) Ep + 6eu u� 1L ,for eu 5 L . 4u,I�wa BL 6 _ 0.85�ftfc su 2(Epu) L Prix fy ' su+s� for eu >- 3B(0.5L-eu)6 0.85fe 1- T 4 0.383bdz f'c, P,m =MINIl 0.00184 3 p J, I P= JJJ y FACTORED SOIL PRESSURF 81192 (anrco I I.- YomeM $hgpr Factored Loads CASE 1 CASE 2 CASE 3 Coll Pu eu 79.5 0.0 62.7 0.0 26.0 0.0 k It Y qs B L 5.8 3.6 0.0 k, (factored surcharge load) y(0.15T + ws(Dt- T))BL 17.7 17.7 13.3 k, (factored footing & backfill loads) E Pu eu 103.0 0.0 4 U6 84.0 0.0 4 U6 39.3 0.0 4 U6 k ft qu, nrex 2.860 2.333 1.092 ksf FMnMn RW*,AFMT R CNFAR AT I nH r -M lydMAI CFr`TUVJ-Q FnI7 r WQF 4 Section 0 025 L, 0.50 Ll 0.75 Ll Coll Coin 025 L2 0.50 L2 0.75 L2 L Xu (ft, dist. from keft of footing) 0 0.75 1.50 2.25 229 3.71 3.75 4.50 525 6.00 Mu.col (ft -k) 0 0 0 0 0 -56.3 -59.6 -1192 -178.8 -238A Vucd (k) 0 0.0 0.0 0.0 0.0 79.5 79.5 79.5 79.5 79.5 Pu,surch MO 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Mu,surch (ft -k) 0 -0.3 -1.1 -2.4 -2.5 -6.6 -0.8 -9.7 -132 -17.3 VWW,ch (k) 0 0.7 1.4 22 22 3.6 3.6 4.3 5.0 5.8 PON & m M 2.95 2.95 2.95 2.95 2.95 2.85 2.95 2.95 2.95 2.95 Mµflg&m (ft -k) 0 -0.8 -3.3 -7.5 -7.8 -20.3 -20.8 -29.9 40.7 -53.1 VON &g (k) 0 2.2 4.4 6.6 6.8 10.9 11.1 13.3 15.5 17.7 quso6 (kst) 2.86 2.86 2.86 2.86 2.86 2.86 2.86 2.86 2.86 2.86 Mu.sm (ft -k) 0 4.8 19.3 43A 45.1 118.0 120.6 173.7 236.5 308.9 Vu.sc6 m 0 -122 -25.7 -38.6 -3.9.3 -63.6 -64.3 -772 -90.1 -103.0 E Mu (ft -k) 0 3.7 14.9 33.6 34.8 34.8 33.6 14.9 3.7 0 E Vu (Ides) 0 1 .8.9 49.9 26.8 -30A 30A 29.8 19.9 9.9 0 L -J FA[1TINn WIPIMFNT R QNFAR AT I ANAITI rrNNAI SFP`.TIANS FnR [`.ARF 2 Sao#= 0 0.25 Lr 0.50 1.1 0.75 Ll Coli . COIR 025 LZ 0.50 L2 0.75 LZ L Xu (ft, dist from left of footing) 0 0.75 1.50 2.25 229 3.71 3.75 4.50 5.25 6.00 M CCI0") 0 0 0 0 0 -44.4 -47.0 -94.0 -141.0 -188.0 Vucw (k) 0 0.0 0.0 0.0 0.0 62.7 62.7 62.7 62.7 62.7 Pu (Idf) 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 kkarch (ft -k) 0 -02 -0.7 -1.5 -1.6 -4.1 -42 -6.1 -8.3 -10.8 Vµmch (k) 0 0.5 0.9 1.4 1.4 22 2.3 2.7 32 3.6 Pow vs M 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 Mu,ftg &fm (ft -k) 0 -0.8 -3.3 -7.5 -7.8 -20.3 -20.8 -292 -40.7 -53.1 VuX9&m(k) 0 22 4A 6.6 6.8 10.9 11.1 13.3 15.5 17.7 %jw (fait) 2.33 2.33 2.33. 2.33 2.33 2.33 2.33 2.33 2.33 2.33 Map (11-k) 0 3.9 15.7 35A 36.8 96.3 98A 141.7 192.9 252.0 VuAW (k) 0 -10.5 -21.0 -31.5 -32.1 51.9 52.5 -63.0 -73.5 -84.0 E Mu (ft -k) 0 2.9 11.8 26A 27A 27A 26.4 11.8 2.9 0 E Vu (k4-) 0 -7.8 46.7 -23.6 23.9 23.9 23.5 15.7 7.8 0 Fnninm[: Mrvurr-rdT R CNFAR AT I [1Nnm ummai-qr-rTvw-q F[)R r`.AQF A Section 0 025 Li 0.50 L, 0.75 Lr Coll COIR 025 Lz 0.50 LZ 0.75 LZ L Xu (ft, dist. from left of footing) 0 0.75 1.50 225 229 3.71 3.75 4.50 525 6.00 KLcd OWO 0 0 0 0 0 -18A -19.5 -39.0 -58.5 -78.0 Vucol (IQ 0 0.0 0.0 0.0 0.0 . 26.0 26.0 26.0 26.0 26.0 Pu lurch M 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mµsurch (ft -k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vuwvh (It) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PU.%&fmw 221 221 221 221 221 221 221 221 221 221 Mujtg &fil (ft -lo 0 -0.6 -2.5 5.6 5.8 -152 -15.6 -22.4 -30.5 59.9 Vµfy&IN (k) 0 1.7 3.3 5.0 5.1 82 8.3 10.0 11.6 13.3 Clu.SO" 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 0014u p (11-k) 0 1.8 7.4 16.6 172 45.0 46.0 66.3 90.3 117.9 Vu,sdl (k) 0 -4.9 -9.8 -14.7 -15.0 -24.3 -24.6 -29.5 -34.4 -39.3 E Mu (ft -It) 0 1.2 4.9 11.0 11A 11A 11.0 4.9 1.2 0 E Vu (Ides) 0 1 3.3 1 6.5 -9.8 9.9 9.9 8.8 I 6.6 3.3 0 DESIGN F EXURF Location MWM d (m) Pmtn Prep Pmox am= Me Ppr- Top Longitudinal 0.0 ft -k 21.69 0.0000 0.0000 0.0243 no fimft Not Required 0.0000 Bottom Longitudinal 34A ft -k 20.69 0.0003 0.0003 0.0243 18 5 # 5 @ 16 in o.c. 0.0010 Bottom Transverse 8 ft -k / ft 20.38 0.0005 0.0004 0.0243 18 5 # 5 16 in o.c. 0.0011 C.WFf_Y FI FYI IRF QWFAR Direction Vu mex �Vc = 2 b d (fe)ca check Vu < � VC Longitudinal 30A k I 158 k [SaUsfactoryl Transverse 5.9 k/ft 26 k/ft Isallsfactoryl CK PUNCHING) SHEAR (ACI 318-08 SEC.15.52,11.11.12, 11.11.6, & 13.5.32) Pu-R+0.5yvMub1 AP=2(bl+b2)d AP _ 1 (±b3 61/[1+(b J2+3`b1�1 Yv=1 1+3 b2 R= Publb2 A f = BL Af IsmsfactorYl OvC(1zi)=0(2+y) .fc y=AMv Z 4 40d1 .8c bOJ b0= d,b1=(0.5c1+0.5b1+d),b2=(0.5c2+0.5b2+d) Case Pu Mu bt b2 b0 Yv Pc Y Af A}r I R I J vu {psi) vc 1 79.5 0.0 37.4 28.4 0.9 0.4 1.3 2.0 36.0 18.616.3 30.6 23.6 212.1 2 62.7 0.0 37.4 28.4 0.9 0.4 1 1.3 2.0 36.0 18.6 12.8 30.6 1 18.6 212.1 3 26.0 0.0 37.4 28A 0.9 0.4 1.3 2.0 36.0 18.6 5.3 30.6 7.7 212.1 where = 0.75 (ACI 31848, Section 9.3.2.3) [satisfactory] 82/92 (..rd) 0 Concrete PROJECT: footing F8 CLIENT: JOB NO.: Itric Fooft Design Based on JT DATA AM WIDTH el = 22 in A4N DEPTH C2 = 8 In PLATE WIDTH b, - 22 in i PLATE DEPTH 02 = 8 in 17NG CONCRETE STRENGT f� = 5 kW 1R YIELD STRESS ty - 60 ksi . DEAD LOAD Po, = 48.2 k . LIVE LOAD Pu, = 33.6 k RAL LOAD (0=WIND,1=SEISMIC) = 0 Wind ASD ) AXIAL LOAD PLAT - 0 k, ASD ) MOMENT LOAD MLAT - 0 ft -k, ASD ) SHEAR LOAD VLAT = 0 k, ASD >IARGE % = 0.1 ksf WEIGHT ws = 0.11 kcf rIN G ANT DEPTH Dr = 3 it rING THICKNESS T = 24 In W SOIL PRESSURE c38 = 2 kof 17NG WIDTH BS = 4 It e = 0.0 82 - 4 4 rIN G LENGTH L, = 4 ft L2 = 4 8 FORCING SIZE # 8 THE FOOTING DESIGN IS ADEQUATE. DESIGN SUMMARY FOOTING WIDTH FOOTING LENGTH FOOTING THICKNESS LONGITUDINAL REINF., TOP LONGITUDINAL REINF., BOT TRANSVERSE REINF., BOT. �C PAGE: DESIGN BY: REVIEW BY: B = 8.00 it L = 8.00 it T = 24 in Not Required 6#50181no.c. 6#5@181no.c. M d b. —'Y$ J - c a l+ La ►LYSIS IGN LOADS AT TOP OF FOOTING (IBC SEC.1605.32 & ACI 318-08 SEC.92.1) E 1: DL + LL P = 82 kips 12 DL + 1.6 LL Pu = 112 kips M = 0 ft -kips Mu = 0 ft4dps e = 0.0 ft, fr CI fig eu = 0.0 ft, fr of fig E 2: DL + LL + 1.3 W P = 82 kips 12 DL + LL + 1.6 W PU = 91 kips M = 0 ft4dps Mu = 0 ft4dps V = 0 Idps VU = 0 kips e = 0.0 ft, fr CI fig eu = 0.0 ft, fr d fig E 3: DL + LL + 0.65 % P = 82 Idps 0.9 DL+ 1.6 W Pu 43 kips M = 0 ft4dps Mu = 0 ft4dps V = 0 kips Vu = 0 kips e = 0.0 ft, fr CI fig eu = 0.0 It, it d fig CK OVERTURNING FACTOR 05C 0916052.1,1808.3.1, & ASCE 7-0512.13.4) MR /MD = > F=1.610.9= 1.78 [Satisfactory] Where Mo = MLAT + VLAT T - PLATL2 = 0 k -ft Pftg = (0.151=1) T B L = 1920 k, footing weight Psw _ ws (Dr - T) B L = 7.04 k, soil weight MR = PoLL2 + 0.5 (PHg + P,0 L - 298 k -ft FOR REVERSED LATERAL LOADS, MR 1 Mo = ###= > F= 1.6/0.9 [Satisfactory) Where Mo- Mur + VLAT Dr - PuaLI = 0 k -ft MR = PoLLI + 0.5 (Png + PNO L = 298 k -ft CK SLIDING 0BC 0918072.3) 1.5 (VLetqSD) = 0 kips < µEW = 26.96 kips JS"actmA Where ' µ= 0.4 83/92 0 SOIL BEARING CAPACITY (ACI 3184)8 SEC.1522) Service Loads CASE 1 CASE 2 CASE 3 0.75 L, P e 81.8 0.0 81.8 0.0 81.8 0.0 k It from center of footing) qs B L 6.4 6.4 6.4 k, (surcharge load) (0.15-w,)T B L 5.1 5.1 5.1 k, (footing increased) £ P ei. as 93.3 0.0 < U6 0.0 c B/6 93.3 0.0 < U6 0.0 < B/6 93.3 0.0 < U6 0.0 c B/6 k It It qL qmax 11.7 1.5 11.7 1.5 11.7 1.5 k / ft ksf getow 2.0 2.7 2.7 ksf Where // bel1 1+6ea1 (EP) I I+ L ql( J ll L J, .or ec 5 L \\ i ./or ea: 6 ISatlsiactoryl qa = L 6 q". B B -2(LP)L 2qZ B irn ea > -for ea > 3(0.5L-eL)' 6 13(0.5B --e.)' 6 DESIGN FLEXURE & CHECK FLEXURE SHEAR (ACI 318-08 SEC.15.42,102,10.3.5,10.5A, 7.122,122,12.5,15.52,11.1.3.1, & 112) Ep 1+6eu ( u)L f°f eu 5 ( qu,,,, BL ,6Jc su 2(Epu eu>- L Pax= 0.85 fy su+81 f� 3B(O.SL-eu)' 6 0.85f,1 1- I-0.383bdZfe) per,=MINE 0.0018d 3pJ f P ` \ Y CAt-MOMn1 CWMI 00PCC110= 84/92 (coM'd) Mnmenl Sheo. Factored Loads CASE 1 CASE 2 CASE 3 0.75 L, Pu eu 111.6 0.0 91A 0.0 43A 0.0 k It y qs B L 102 6.4 0.0 k, (factored -h9e load) y(0.15T + x's(Dt- T)IBL 31.5 31.5 23.6 k (factored footing & bacldill loads) £ Pu eu T153.3 0.0 < U6 129.3 0.0 < U6 67.0 0.0 < U6 k It qu, mux 2.396 2.021 1.047 ksf Fnnntin MnMFNT R Cl4FAR AT I rWr-M a1I1JAt CFr`T VJq FAR f'A.RF I Section 0 025 L, 0.50 L, 0.75 L, Coll, Cola 025 LZ 0.50 Lz 0.75 L2 L Xu (ft, dist from left of footinM 0 1.00 2.00 3.00 3.08 4.92 5.00 6.00 7.00 8.00 Nasal (&k) 0 0 0 0 0 -102.3 -111.6 -2232 -034.8 -446A Vu ed (Ir) 0 0.0 0.0 0.0 0.0 111.8 111.6 111.6 111.6 111.6 PuArch (kit) 128 128 128 128 128 128 128 128 128 128 kili, -ch #140 0 -0.6 -2.6 -5.8 -6.1 -15.5 -16.0 -23.0 -31A -41.0 Vu.surch M 0 1.3 2.6 3.8 3.9 6.3 6.4 7.7 9.0 102 Putg&fm A 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 Mu)g&tfa(ft-k) 0 -2.0 -7.9 -17.7 -18.7 -47.6 -492 -70.8 -96A -126.0 Vutg&flt (k) 0 3.9 7.9 11.8 12.1 19A 19.7 23.6 27.6 31.5 %.sw 00;0 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 Mu,sm (ft -10 0 9.6 38.3 862 91.1 231.7 239.6 345.0 469.6 613.3 Vasa m 0 -192 -38.3 57.5 -59.1 -942 -95.8 -115.0 -1342 -153.3 £ Mu (ft -k) 0 7.0 27.9 62.8 66.3 89.3 W-8 27.9 7.0 0 £ Vu (dPs) 0 -14.0 27.9 -41.9 -43.0 48.0 41.9 27.9 14.0 0 0 FOOTNr, MOMFW R SNFAR AT 1 nWnMlrMWAl SFMMS FOR CASE 2 Section 0 0.25 LI 0.50 LI 0.75 LI COIL COIR 025 L2 0.50 L2 0.75 L2 L Xu (ft, dist. from left of footing) 0 1.00 2.00 3.00 3.08 4.92 5.00 6.00 7.00 8.00 N6C, (1140 0 0 0 0 0 -83.8 -91 A -182D -274.3 -365.8 Vu.cd (I) 0 0.0 0.0 0.0 0.0 91A 91A 91A 91A 91.4 Pu airch M 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 NI4&M:h (ft -k) 0 -0.4 -1.6 -3.6 -3.8 -9.7 -10.0 -14.4 -19.6 -25.6 V4anth (k) 0 0.8 1.6 2.4 2.5 3.9 4.0 4.8 5.6 6.4 P4ft9&m (Mf) 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 3.94 fkr.g a m (ft k) 0 -2.0 -7.9 -17.7 -18.7 -47.6 -492 -70.8 -96A -126.0 Vuflgatm (k) 0 3.9 72 11.8 12.1 19A 19.7 23.6 27.6 31.5 qu.scu (kd) 2.02 2.02 2.02 2.02 2.02 2.02 2.02 2.02 2.02 2.02 hksou (ft -k) 0 8.1 32.3 72.7 76.8 195A 202.1 291.0 396.1 517.3 Vusg (1) 0 -162 32.3 -48.5 -49.8 -79.5 -80.8 -97.0 -1132 -129.3 E Mu (ft -k) 0 6.7 22.9 51A 64.3 54.3 61A 22.9 6.7 0 E Vu (kips) 0 41.4 22.9 34.3 36.2 36.2 34.3 229 11.4 0 FnnTIMa Mrv"MT A CHFAR AT 1 nNnm InNAI CFr:T rW.A FnR P -&QF A Section 0 0.26L, 0.501-1 0.75L, COIL COIR 025L, 0-501,2 0-76L, L XII (ft, dist. from left of footing) 0 1.00 2.00 3.00 3.08 4.92 5.00 6.00 7.00 8.00 M4ca (ft -k) 0 0 0 0 0 -39.8 -43A -86.8 -130.1 -173.5 V4col (I) 0 0.0 0.0 0.0 0.0 43A 43.4 43.4 43A 43.4 Pu (MI) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 l wch (ft -k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 V4991h (k) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P019am (M) 2.95 2.95 2.95 2.95 2.96 2.95 2.95 2.95 2.95 2.95 NIure&m (ft -k) 0 -1.5 -5.9 -13.3 -14.0 35.7 -36.9 -53.1 -72.3 -94.5 v4ng&m (k) 0 3.0 5.9 8.9 9.1 14.5 14.8 17.7 20.7 23.6 %Am (kst) 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 N±+.sw (ft -k) 0 4.2 16.7 37.7 39.8 1012 104.7 160.7 2052 268.0 Vu.sct (k) 0 -8A -16.7 -25.1 -25.8 -412 41.9 -502 -58.6 37.0 E Mu (ft -k) 0 2.7 10.8 24.4 25.8 25.8 24A 10.8 2.7 0 E Vu (") 1 0 1 4A 40.8 46.3 46.7 16.7 16.3 10.6 6.4 0 �13.�Tcl�Tliil� Li -i ; 87/92 CALCULATIONS, Concrete RAISED Slab HYDROSTATIC DESIGN, SIMPLE UNIFORMLY DISTRIBUTED LOAD DL = 0.00 x 0.9 psf L of load = 1.00 ft +H= 171.60x1.6 psf SW=150xbxhx0.9 Ib/ft UL= 274.56 psf w = UL x Lor ,.d + SW Ib / ft u E INPUT DATA 0.27 Int DATA AMOUNT UNIT e= 13.50 ft W = 207.06 Ib / ft b = 12.00 In h = 6.00 In d' = 2.00 In fc = 5,000.00 psi fy = 60,000.00 psi SLAB id = hl2 AsTOP = 0.27 Int ASBOTTOM = 0.27 2 In OUT DATA DATA AMOUNT UNIT d = 4.00 In Mmax = 4,717.09 Ib - ft Kbottom = 295 Pbottom = 0.0057 Pmax = 0.0160 Pmin = 0.0018 Ppret = 0.00801 1 F;II E; #5 13 #6 19 • C7 E6" x 48° SECTION ELEMATIC O Hol lowcore Plank WITH NO TOPPING UNIFORMLY DISTRIBUTED SUPERIMPOSED* LOAD IN LBS. PER SQ. FT. } 0 Oldeastle Precast® Building Systems Standard Designation 7 -Wire 270 Lolax P/S Strand Combination P/S Strand Area Sq. In. Ultimate Bending Moment, 0 Mn Kip -Ft. perUntt SIMPLE SPAN IN FEET 10 11 1 13 4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 0 Vcw in Kips per nit 20_06704 4-7/16°0 0.460 39.96 304 271 24 219 167 147 130 116 104 91 79 68 8.58 NOTES n) 2.00 250 1220 186 164 145 129 116 104 94184 74 8.58 20_06706 6-7/16°0 0.690 57.04 324 289 261 237 217 193 170 151 135 121 108 98 89 79 70 8.58 20_06707 7-7/16°0 0.805 64.48 334 298 269 244 224 206 184 163 145 130 117 106 96 87 79 8.58 consult Oldcastle Precast. to N 4. The table indicates maximum safe loads. Camber and 0 T deflection must always be investigated by the architect, Cr ^ D and/or engineer for the contemplated loading and span * INCLUDES THE LIVE LOAD PLUS ANY DEAD LOAD THAT IS ADDITIONAL TO THE WEIGHT OF THE BARE GROUTED PLANKS IN PLACE o 121/32' 1/2.1 417/32' Grouted weight of plank is 45 lbs. per sq. ft. ft = 5,000 psi f'ci = 3,000 psi Area =173 int f'pu = 270, 000 psi I= 719 in4 bw =10.0 in. CD Co iB N r ^ D r > 0 o v =rvT NOTES n) 0+ 1. Design Standard: ACI 318-2005 O 2. For complete and detailed calculations consult n) Oldcastle Precast. 3. For longer spans, heavier loads, or special conditions, N N consult Oldcastle Precast. to N 4. The table indicates maximum safe loads. Camber and 0 T deflection must always be investigated by the architect, Cr ^ D and/or engineer for the contemplated loading and span o so that these factors are compatible with the contiguous r materials in the proposed structure. Q T 5. Values to the left and below the heavy stepped line are y controlled by shear. W 6. Shaded region indicates expected camber greater than 1'. M 121/32' 1/2.1 417/32' Grouted weight of plank is 45 lbs. per sq. ft. ft = 5,000 psi f'ci = 3,000 psi Area =173 int f'pu = 270, 000 psi I= 719 in4 bw =10.0 in. CD Co iB N • 0 m O CD m N V` co N C 0 CD O N f Design Group Results Design Group: CFS—Beam x G01 per 2007 NAS/AISI ASD Designed As: 8008200-54, Material: \SteeIWSTM A653 Grade 50 Axial+Flexure Check 1 Member Result Offset Code Unity Details Name Case ft Ref. Check BmX001 D+0.6W n+Y 5.00 C5.2.1 0.92 OK Cbz = 1.14 , Cby=1, Cmz=1, Cmy = 1, KLz =10 ft, KLy =10ft Strong Flexure+Shear Check Member Result Offset Code Unity Details Name Case ft Ref. Check BmX001 D+0.6W s+Y 5.00 C3.3.1 0.39 OK Cbz = 1.14 , Cmz=1, KLz = 10 ft cm l; co N FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ANGELO NAPOLITANO TRUST Builder Name: Street: 9767 NORTHEAST 13 TH AVE. Permit Office: MIAMI SHORES" City, State, Zip: MIAMI SHORES, FL, 33138- Permit Number. -` Owner. Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or epsting Addition 9. Wall Types (788.3 sgft.) FJ_ I „ onr a . 2. Single family or multiple family Single-family a. Concrete Block - Int Insul Exte or =4 78t�: 5 ft2 3. Number of units, if multiple family 1 b. N/A R= ft' c. WA R= ft2 4. Number of Bedrooms(Bedrms In Addition) 2(1) d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (840.7 sqft.) Insulation Area 6. Conditioned floor area (ft2) 840.7 a. Under Attic (Unvented) R=27.0 840.70 ft2 7. Windows(184.5 sgfL) Description Area b. N/A R= ftac. a. U -Factor. Sgl, default 184.50 ft' N/A R= ftp SHGC: Clear, default 11. Duds - b. U -Factor. N/A ft' a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 280 W SHGC: 12. Cooling systems - Supplemental for addition c. U -Factor NIA ft2 a. Central Unit Cap: 20.7 kBtu/hr - SHGC: SEER: 16 d. U -Factor. WA ftZ 13. Heating systems- Supplemental for addition SHGC: e. U -Factor. N/A ft2 a. Electric Strip Heat Cap: 17.0 kBtu/hr SHGC: COP:1 8. Floor Types (840.7 sgft) Insulation Area 14. Hot water systems - None (Baseline assumed) a. Crawlspace R=4.0 840.70 ft2 a. Electric Cap: N/A b. WA R= fP EF: 0.92 c. WA R= b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.219 Total As -Built Modified Loads: 25.33 PASS Total Baseline Loads: 30.19 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance yj with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this buil ing, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: . DATE: DATE: - Compliance requires certifidation by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 25 cfm at 25 pascals pressure difference In accordance with N1110.A.2. 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: ANGELO NAPOLITANO TRU Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuift Conditioned Area: 840.7 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9767 NORTHEAST 13 Permit Office: MIAMI SHORES Cross Ventilation: County: DADE Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design • Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Exposed Perimeter Wall Ins. R Value Area Floor Joist R Value Tile Wood Carpet 1 Crawlspace 128 ft 4.1 840.7 fti 4 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Concrete 844 ft2 36 ft2 Medium 0.96 No 6 4.8 deg ATTIC Vent in) V # Type Ventilation Ratio (1 Area RBS IRCC 1 Full attic Unvented 0 840.7 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 27 840.7 ft2 0.07 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value . Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 327 ft2 0 0.58 2 E Exterior Concrete Block - Int Insul 4.1 144 ft' 0 0.58 3 S Exterior Concrete Block - Int Insul 4.1 126 f12 0 0.58 4 E Exterior Concrete Block - Int Insu1 4.1 94.5 ft2 0 0.58 5 S Exterior Concrete Block - Int Insul 4.1 27 ft2 0 0.58 6 W Exterior Concrete Block - Int Insul 4.1 69.75 ft2 0 0.58 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 6/21/2012.9:53 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U Value Area 1 W Wood Wood 0.29 26.66666 WINDOWS Orientation shown is the entered, asBuilt orientation. # Omt Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 N Metal N Metal E Metal S Metal E Metal E Metal W Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) No 1.3 0.75 N 8 ft2 1 ft 0 in 1 ft 7 in HERS 2006 No 1.3 0.75 N 24 ft 1 ft 0 in 1 ft 7 in HERS 2006 No 1.3 0.75 N 72.33333 5 ft 6 in 0 ft 0 in HERS 2006 No 1.3 0.75 N 36.16666 10 ft 0 in 0 ft 0 in HERS 2006 No 1.3 0.75 N 26.66666 21 ft 0 in 0 It 0 in HERS 2006 No 1.3 0.75 N 12 ft2 21 ft0 in 0 ft0 in HERS 2006 No 1.3 0.75 N 5.333333 1 ft 0 in 1 ft 7 in HERS 2006 None None None None None None None INFILTRATION & VENTING y v Method SLA - Forced Ventilation - Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 794 6.30 43.6 82.0 0 afm. 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 19.4 kBtu/hr 582 cfm 0.74 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 17 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS # - Supply - Location R -Value Area - Return - Air Percent Location Area Leakage Type Handier CFM 25 Leakage QN RLF 1 Attic 6 280 ft2 Attic 50 ft2 Prop. Leak Free Attic . 25.22 cfm 4.33% 0.03 0.60 6/21/2012.9:53 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Heating Jan PQ Feb X Mar Apr Apr May May Jun Jun Jul Jul Aug Sep Oct Oct Nov Dec Venting Jan [x] Feb [[fix]] Mar C X C Aug X� Sep X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building. Performance Method A - Details ADDRESS: 9767 NORTHEAST 13 TH AVE. PERMIT # MIAMI SHORES, FL, 33138 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112AB.2.4 top plate. Floors N1106AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.6.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS . CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. . Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 9767 NORTHEAST 13 TH AVE., MIAMI SHORES, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 788.25 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 ' 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No - 6. Conditioned floor area (ft2) 840.7 7..Windows' Description a. U -Factor. Sgl, default SHGC: Clear, default b. U -Factor. WA SHGC: a. U -factor. WA SHGC: d. U -Factor. WA SHGC: e. U -Factor. WA SHGC: 8. Floor Types a. Crawlspace b. WA c. WA Insulation Area R=4.0 840.70 ft R= ft2 R= ft2 14. Hot water systems - None (Baseline assumed) a. Electric Cap: WA EF: 0.92 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating, Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. `'Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=27.0 840.70 fta b. N/A . R= ft2 Area c. N/A R= ft2 184.50 ft2 11. Ducts - fta a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 280 ft2 12. Cooling systems - Supplemental for addition ft2 a. Central Unit Cap: 20.7 kBtu/hr SEER: 16 ft2 13. Heating systems- Supplemental for addition a. Electric Strip Heat Cap: 17.0 kBtu/hr ft2 COP: 1 Insulation Area R=4.0 840.70 ft R= ft2 R= ft2 14. Hot water systems - None (Baseline assumed) a. Electric Cap: WA EF: 0.92 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating, Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. `'Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Annual Energy Summary Title: ANGELO NAPOLITANO TRUST TMY City: FL_MIAMI INTL AP 9767 NORTHEAST 13 TH AVE. FLAsBuilt Elec Util: EnergyGauge Default MIAMI SHORES, FL, 33138- Gas Util: EnergyGauge Default Registration #: Run Date: 06/21/2012 09:53:08 Energy End -Use . Consumption Annual Cost Cooling (20.7 kBtu/hr) 2295 kWh $190 Cooling Fan 457 kWh $38 Mechanical Vent Fan 0 kWh $ 0 Total Cooling 2752 kWh $228 Heating (17 kBtu/hr) 129 kWh $11 - Heating Fan/Pump 5 kWh $0 Mechanical Vent Fan 0 kWh $ 0 - Total Heating 134 kWh $11 Hot Water 1859 kWh $154 Hot Water Pump 0 kWh $0 - Total Hot Water 1859 kWh $154 Ceiling Fans 0 kWh $0. Clothes Washer 0 kWh $0 Dishwasher 140 kWh $12 Dryer 891 kWh $74 Lighting 1128 kWh $93 Miscellaneous 1286 kWh $106 Pool Pump 0 kWh $0 Range 447 kWh $37 Refrigerator 775 kWh $64 Total (kWh) 9412 kWh $779 Total (Therms) 0 Therms $0 Total (Oil Gallons) 0 Gallons $0 Total (Propane Gallons) 0 Gallons $0 PV Produced (kWh)* 0 kWh $0 * Assumes net metering Total Cost _ $779 6/21/2012 9:54 AM EnergyGauge® USA - FlaRes2008 / Page 1 of 1 Florida Code Summary Report Title: ANGELO NAPOLITANO TRUST TMY City: FL_MIAMI _INTL AP 9767 NORTHEAST 13 TH AVE. FLAsBuilt Elec Util: EnergyGauge Default MIAMI SHORES, FL, 33138- Gas LIM: EnergyGauge Default Registration #: Run Date: 06/21/2012 09:53:08 Energy Uses Baseline Home As -Built Home a -Ratio Heating 0.17 MBtu 0.46 MBtu 2.63 Cooling 11.68 MBtu 9.39 MBtu 0.80 Hot Water 1.27 MBtu 1.27 MBtu 1.00 Total 13.12 MBtu. 11.12 MBtu 0.85 Building Loads. Baseline Home As -Built Home a -Ratio - Heating 0.45 MBtu 1.18 MBtu* 2.63 Cooling 28.59 MBtu 23.00 MBtu* 0.80 Hot Water 1.15 MBtu 1.15 MBtu* 1.00 Total 30.19 MBtu 25.33 MBtu 0.84 * normalized modified loads Glass/Floor Area: 0.219 Total As -Built Modified Loads: 25.33 PASS Total Baseline Loads: 30.19 6/21/2012 9:54 AM EnergyGauge® USA - FlaRes2008 / Page 1 of 1 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- 6/21/2012 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. EnergyGaugee / USRFZB 42.8 Page 1 .Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshadec Shaded Unshaded 1 1 Clear, 0.74, 1.13 No No N 1.0ft 1.6ft 8.0 0.0 8.0 33 33 264 Btuh 2 1 Clear 0.74, 1.13 B -M No N 1.0ft 1.6ft 24.0 0.0 24.0 25 25 593 Btuh 3 1 Clear 0.74, 1.13 No No E 5.5ft O.Oft 72.3 63.9 8.4 33 89 2859 Btuh 4 1 Clear 0.74, 1.13 No No S 10.Of 0.011 36.2 36.2 0.0 33 35 1193 Btuh 5 1 Clear 0.74, 1.13 No No E 21.Of O.Oft 26.7 26.7 0.0 33 89 860 Btuh 6 1 Clear 0.74, 1.13 No No E 21.0f O.Oft 12.0 12.0 0.0 33 89 396 Btuh 7 1 Clear 0.74, 1.13 No No W 1.0ft 1.6ft 5.3 0.0 5.3 33 89 475 Btuh Window Total 185 (sqft) 6661 Btuh Walls Type Ua/alue R Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 295.0 2.2 660 Btuh 2 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 71.7 2.2 160 Btuh 3 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 89.8 2.2 201 Btuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 55.8 2.2 125 Btuh 5 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 27.0 2.2 60 Btuh 6 ConcreteBlk,Hollow - Ext 0.15 4.1/0.0 37.8 2.2 85 Btuh Wall Total 577 (sqft) 1292 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 26.7 3.9 104 Btuh Door Total 27 (sqft) 104 Btuh Collings Type/Color/Surface U -Value R -Value Area(sqft) HTM Load 1 Unvented AttictUght/Concrete 0.030 27.0/6.0 840.7 1.30 1094 Btuh Ceiling Total 841 (sqft) 1094 Btuh Floors Type R -Value Size HTM Load 1 Stem/Crawlsp(Carpet)(v) 4.1 841 (sqft) 0.6 500 Btuh Floor Total 840.7 (sqft) 500 Stuh Envelope Subtotal: 9651 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.25 7566 577 41.6 520 Btuh Internal Occupants Btuh/occupant Appliance Load gain 3 X 230 + 1200 1890 Btuh Sensible Envelope Load: 12061 Btuh Duct load Extremely sealed, Supply(R6.0 Attic), Retum(R6.0 Attic) (DGM of 0.198) 2340 Btuh Sensible Load All Zones 14401 Btuh EnergyGaugee / USRFZB 42.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- 6/21/2012 Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (2 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 11831 Btuh 2340 Btuh 14171 Btuh 0 Btuh 0 Btuh 14171 Btuh 1243 Btuh 0 Btuh 360 Btuh 400 Btuh 1000. Btuh 3003 Btuh 17174 Btuh 1. Central Unit # 19400 Btuh "Key: Window type's (Panes - Number and type of panes of glass). (SHGC -,Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (Irish - Interior shading device: none(No), Blinds(B), Draperles(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half('/)) (Omt - compass orientation) EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Winter 'Residential Load - Whole House Component Details Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- Building Type: User 6/21/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Window Panes/Type Frame U Orientation Area s ft X HTM= Load' 1 1, Clear Metal 1.13 N 8.0 22.6. 181 Btuh. 2 1, Clear Metal 1.13 N 24.0 22.6 542 Btuh 3 1, Clear Metal 1.13 E 72.3 22.6 1635 Btuh 4 1, Clear Metal 1.13 S 36.2 22.6 817 Btuh 5 1, Clear Metal 1.13 E 26.7 22.6 603 Btuh 6 1, Clear Metal 1.13 E 12.0 22.6 271 Btuh 7 1, Clear Metal 1.13 W 5.3 22.6 121 Btuh Window Total 184.5 s ft 4170 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 295 2.98 880 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 72 2.98 214 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 90 2.98 268 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 56 2.98 167 Btuh 5 Conc BIk, Hollow - Ext (0.149) 4.1/0.0 " 27 2.98 81 Btuh 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 38 2.98 113 Btuh Wall Total 577 s ft 1722 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, w (0.290) 27 5.8 155 Btuh Door Total 27 s ft 15513tuh Collings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Unvent Attic/L/Concr (0.030) 27.0/6.0 841 0.6 497 Btuh Ceilina Total 841 s ft 4976tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Stem/Crawlsp(Carpet)(v) (0.117) 4.0/4.1 840.7 sqft 0.8 657 Btuh Floor Total 841 s ft 657 Btuh Envelope Subtotal: 7201 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Natural 0.33 7566 1.00 41.6 915 Btuh Duct load Extremely sealed, R6.0, Supply(Att), Retum(Att) (DLM of 0.204) 1660 Btuh Al Zones Sensible Subtotal All Zones 9776 Btuh EnergyGaugeW USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- Building Type: User 6/21/2012 Subtotal Sensible Heat Loss 9776 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 9776 Btuh 1.. Electric Strip Heat 17000 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'T'irit' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManuaU Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v2.8 page 2 a Residential System Sizing Calculation Summary Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES,, FL 33138- 6/21/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Load Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Window total -185 Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature. difference 20 F Summer temperature difference 15 F Total heating load calculation 9776 Btuh Total coolina load calculation 17174 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity . % of calc Btuh Total (Electric Strip Heat) 173.9 17000 Sensible (SHR = 0.74) 101.3 14356 0 9776 Latent 168.0 5044 cfm 0 Btuh Total 113.0 19400 Wintpr Haatinn I narl /fnr Rd1 snffl WINTER CALCULATIONS Di Load component Load Load Window total Window total -185 sgft 4170 Btuh Wall total 577 sgft 1722 Btuh Door total 27 sgft 155 Btuh Ceiling total 841 sgft 497 Btuh Floor total 841. sgft 657 Btuh Infiltration 42 cfm 915 Btuh Duct loss Sens.. Ventilation 0 cfm 1660 Btuh Subtotal 0 9776 Btuh Ventilation 0 cfm 0 Btuh 360 Btuh Latent gain(infiltration) 1243 hffi.ce%) D-) Fb=(M TOTAL HEAT LOSS 9776 Btuh SUMMER CALCULATIONS Summer Cnniinn I narl lfnr Rd1 srfffl Load component Load Window total 185 sqft 6661 Btuh Wall total 577 sgft 1292 Btuh Door total 27 sgft 104 Btuh Ceiling total: 841 sgft 1094 Btuh Floor total 500 Btuh Infiltration 32 cfm 520 Btuh Intemal gain 1660 Btuh Duct gain 2340 Btuh Sens.. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 14171 Btuh Latent gain(ducts) 360 Btuh Latent gain(infiltration) 1243 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaltoccupants/other) 1400 Btuh Total latent_ gain 3003 Btuh TOTAL HEAT GAIN 17174 Btuh 8th Edition Letws tr�) rt.08hK DacW16%) La_=x1W1 Inffi.(10%) ° ) W.0%) EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® /. USRFZB v2.8 AWC-3(43%) r FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ANGELO NAPOLITANO TRUST Street: 9767 NORTHEAST 13 TH AVE. Builder Name: Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138- Permit NumberK Owner. Jurisdiction: 232600 Design Location: FL, Miami } 1. New construction or existing Addition 9. Wall Types (788.3 sqft.) k! J 2. Single family or multiple family Single-family r Concrete Block - Int Insul ft2 ��' o � rti b. N/Aa. _ ft2 3. Number of units, if multiple family 1 c. NIA R-'` ° ft2 4. Number of Bedrooms(Bedrms In Addition) 2(1) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (840.7 sqft.) Insulation Area 6. Conditioned floor area (ft2) 840.7 a. Under Attic (Unvented) . R=27.0 840.70 ft2 b. WA R= ft2 7. Windows(184.5 sqft.) Description Area c. N/A R= ft2 a. U -Factor Sgl, default 184.50 ft2 SHGC: Clear, default 1.1. Ducts - b. U -Factor. WA fP a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 280 ft2 SHGC: 12. Cooling systems - Supplemental for addition c. U -Factor. WA ft2 a. Central Unit Cap: 20.7 kBtu/hr SHGC: SEER: 16 d. U -Factor. WA ft2 13. Heating systems- Supplemental for addition SHGC: a. Electric Strip Heat Cap: 17.0 kBtu/hr e. U -Factor. WA ft2 COP: 1 SHGC: 14. Hot water systems - None (Baseline assumed) 8. Floor Types (840.7 sqft.) Insulation Area a. Electric Cap: N/A a. Crawlspace R=4.0 840.70 f12 EF: 0.92 b. N/A R= 1`12 b. Conservation features c. WA R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 25.33 Glass/Floor Area: 0:219 PASS Total Baseline Loads: 30.19 I hereby certify that the plans and specifications covered by this in the Florida Energy Review of the plans and by this S calculation are compliance with Code. specifications covered indicates calculation compliance ram with the Florida Energy Code. �. PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. Of VWME OWNER/AGENT: BUILDING OFFICIAL: . DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with N1110.A.3. - Compliance requires.an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors Is not greater then 25 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: ANGELO NAPOLITANO TRU Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 840.7 Lot # Owner. Total Stories: 1 Block/SubDivislon: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9767 NORTHEAST 13 Permit Office: MIAMI SHORES Cross Ventilation: County: DADE ' Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single -family FL, 33138- New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design • Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Exposed Perimeter Wall Ins. R-Value Area Floor Joist R Value Tile Wood Carpet 1 Crawlspace 128 ft 4.1 840.7 ftz 4 0 0 1 ROOF / Roof Gable Roof Solar Deck \/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Concrete 844 ft2 36 ft2 Medium 0.96 No 6 4.8 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 840.7 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 27 840.7 ft2 0.07 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value . Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 327 ft2 0 0.58 2 E Exterior Concrete Block - Int Insul 4.1 144 ft2 0 0.58 3 S Exterior Concrete Block - Int Insul 4.1 126 ft2 0 0.58 4 E Exterior Concrete Block - Int Insul 4.1 94.5 ft2 0 0.58 5 S Exterior Concrete Block - Int Insul 4.1 27 ft2 0 0.58 6 , W Exterior Concrete Block - Int Insul 4.1 69.75 ft2 0 0.58 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 6/21/2012.9:53 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 W Wood Wood 0.29 26.66666 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 N Metal N Metal E Metal S Metal E Metal E Metal W Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) No 1.3 0.75 N 8 ft2 1 It 0 in 1 ft 7 in No 1.3 0.75 N 24 ft2 1 ft 0 in 1 ft 7 in No 1.3 0.75 N 72.33333 5 It 6 in 0 ft 0 in No 1.3 0.75 N 36.16666 10 ft 0 in 0 ft 0 in No 1.3 0.75 N 26.66666 21 ft 0 in 0 It 0 in No 1.3 0.75 N 12 ft2 21 ft 0 in 0 ft 0 in No 1.3 0.75 N 5.333333 1 ft 0 in 1 ft 7 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None INFILTRATION & VENTING Method SLA - Forced Ventilation - CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 794 6.30 43.6 82.0 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit . Split SEER: 16 19.4 kBtu/hr 582 cfm 0.74 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None, COP: 1 17 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS # -- Supply - Location R Value Area -- Return - Air Percent Location Area Leakage Type Handier CFM 25 Leakage ON RLF 1 Attic 6 280 ft2 Attic 50 ft2 Prop. Leak Free Attic 25.22 cfm 4.33% 0.03 0.60 6/21/2012.9:53 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans:Cooling Jan Venting Jan Feb Feb Mar Mar Apr May 0 Jun Jul X Aug [[XX]] [X] Sep Oct LhJ COcctt Nov PC] Dec X Jun Jul [[�X]] Aug [[XX]] Sep [[[[�xxx]]]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/21/2012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9767 NORTHEAST 13 TH AVE. PERMIT #: MIAMI SHORES, FL, 33138- i INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .8 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas 'N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor, HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.6.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfrn from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 'N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. 6/2112012 9:53 AM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'S = 84 The lower the EnergyPerforrnance Index, the more efficient the home. 9767 NORTHEAST 13 TH AVE., MIAMI SHORES, FL, 33138- 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? Addition 9. Wall Types Single-family a. Concrete Blodc - Int Insul, Exterior b. WA 1 c. N/A 2 d. N/A No 6. Conditioned floor area (ft2) 840.7 7. .Windows" Description a. U -Factor. SgI, default SHGC: Clear, default b. U -Factor. N/A SHGC: c. U-Factar N/A SHGC: d. U -Factor. WA SHGC: e. U -Factor. N/A SHGC: 8. Floor Types a. Crawispace b. N/A c. N/A Insulation Area R=4.1 788.25 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=4.0 840.70 ft2 R= ft2 R= ft2 14. Hot water systems - None (Baseline assumed) a. Electric Cap: WA EF: 0.92 b. Conservation features None 15. Credits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating, Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 10. Ceiling Types Insulation Area a. Under Attic (Unvented) R=27.0 840.70 ft2 b. WA R= ft2 Area c. WA R= ft2 184.50 ft2 11. Ducts - ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 280 ft2 12. Cooling systems - Supplemental for addition ft2 a. Central Unit Cap: 20.7 kBtu/hr SEER: 16 ft2 13. Heating systems- Supplemental for addition a. Electric Strip Heat Cap: 17.0 kBtu/hr ft2 COP:1 Insulation Area R=4.0 840.70 ft2 R= ft2 R= ft2 14. Hot water systems - None (Baseline assumed) a. Electric Cap: WA EF: 0.92 b. Conservation features None 15. Credits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating, Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Annual Energy Summary Title: ANGELO NAPOLITANO TRUST TMY City: FL MIAMI INTL AP 9767 NORTHEAST 13 TH AVE. FLAsBuilt Elec Util: EnergyGauge Default MIAMI SHORES, FL, 33138- Gas Util: EnergyGauge Default Registration #: Run Date: 06/21/2012 09:53:08 Energy End -Use . Consumption Annual Cost Cooling (20.7 kBtu/hr) 2295 kWh $190 Cooling Fan 457 kWh $38 Mechanical Vent Fan 0 kWh $ 0 Total Cooling 2752 kWh $228 Heating (17 kBtu/hr) 129 kWh $11 Heating Fan/Pump 5 kWh $0 Mechanical Vent Fan 0 kWh $ 0 Total Heating 134 kWh $11 Hot Water 1859 kWh $154 Hot Water Pump 0 kWh $0 Total Hot Water 1859 kWh $154 Ceiling Fans 0 kWh $0 • Clothes Washer 0 kWh $0 Dishwasher 140 kWh $12 Dryer 891 kWh $74 Lighting 1128 kWh $93 Miscellaneous 1286 kWh $106 Pool Pump 0 kWh $0 Range 447 kWh $37 Refrigerator 775 kWh $64 Total (kWh) 9412 kWh $779 Total (Therms) 0 Therms $0 Total (Oil Gallons) 0 Gallons $0 Total (Propane Gallons) 0 Gallons $0 PV Produced (kWh)* 0 kWh $0 ' Assumes net metering Total Cost _ $779 6/21/2012 9:54 AM EnergyGauge® USA-.FlaRes2008 / Page 1 of 1 Florida Code Summary Report Title: ANGELO NAPOLITANO TRUST TMY City: FL MIAMI_INTL AP 9767 NORTHEAST 13 TH AVE. FLAsBuilt Elec Util: EnergyGauge Default MIAMI SHORES, FL, 33138- Gas Util: EnergyGauge Default Registration #: Run Date: 06/21/2012 09:53:08 *- Energy Uses Baseline Home As -Built Home a -Ratio Heating 0.17 MI3tu 0.46 MBtu 2.63 ' Cooling 11.68 MBtu 9.39 MBtu 0.80 - Hot Water 1.27 MBtu 1.27 MBtu 1.00 - Total 13.12 MBtu. 11.12 MBtu 0.85 Building Loads . Baseline Home As -Built Home a -Ratio Heating 0.45 MBtu 1.18 MBtu* 2.63 Cooling 28.59 MBtu 23.00 MBtu* 0.80 Hot Water 1.15 MBtu 1.15 MBtu* 1.00 Total 30.19 MBtu 25.33 MBtu 0.84 * normalized modified loads Glass/Floor Area: 0.219 Total As -Built Modified Loads: 25.33 PASS Total Baseline Loads: 30.19 6/21/2012 9:54 AM EnergyGauge® USA - Flaft=08 / Page 1 of 1 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- 6/21/2012 Reference City. Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. EnergyGauge® / USRFZB 0.8 Page 1 Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross ShadedUnshaded Shaded Unshaded 1 1 Clear ' 0.74, 1.13 No No N 1.Oft 1.6ft 8.0 0.0 8.0 33 33 264 Btuh 2 1 Clear 0.74, 1.13 B -M No N 1.0ft 1.6ft 24.0 0.0 24.0 25 25 593 Btuh 3 1 Clear 0.74J.13 No No E 5.5ft O.Oft 72.3 63.9 8.4 . 33 89 2859 Btuh 4 1 Clear 0.74, 1.13 No No S 10.0f O.Oft 36.2 36.2 0.0 33 35 1193 Btuh 5 1 Clear 0.74, 1.13 No No E 21.0f O.Oft 26.7 26.7 0.0 33 89 880 Btuh 6 1 Clear 0.74, 1.13 No No E 21.Of O.Oft 12.0 12.0 0.0 33 89 396 Btuh 7 1 Clear 0.74, 1.13 No No W 1.0ft 1.6ft 5.3 0.0 5.3 33 89 475 Btuh Window Total 185 (sqft) 6661 Btuh Walls Type -U-Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 295.0 2.2 660 Btuh 2 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 71.7 2.2 160 Btuh 3 Concrete BIk,Hollow - Ext 0.15 4.1/0.0 89.8 2.2 201 Btuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 55.8 2.2 125 Btuh 5 Concrete BIk,Hollow- Ext 0.15 4.1/0.0 27.0 2.2 60 Btuh 6 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 37.8 2.2 85 Btuh Wall Total 577 (sqft) 1292 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 26.7 3.9 104 Btuh Door Total 27 (sqft) 104 Btuh Collings Type/Color/Surface U Value R -Value Area(sqft) HTM Load 1 Unvented AtticlUght/Concrete 0.030 27.0/6.0 840.7 1.30 1094 Btuh Ceiling Total 841 (sqft) 1094 Btuh Floors Type R -Value Size HTM Load 1 Stem/crawlsp(Carpet)(v) 4.1 841 (sgft) 0.6 500 Btuh Floor Total 840.7 (s ft) 500 Btuh Envelope Subtotal: 9651 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.25 7566 577 41.6 520 Btuh Internal Occupants Btuh/occupant Appliance Load gain 3 X 230 + 1200 1890 Btuh Sensible Envelope Load: 12061 Btuh Duct load Extremely sealed, Supply(R6.0-Attic), Retum(116.0-Attic) (DGM of 0.198) 2340 Btuh Sensible Load All Zones 14401 Btuh EnergyGauge® / USRFZB 0.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- 6/21/2012 1. Central Unit # 19400 Btuh *Key: Window Was (Panes - Number and type of panes of glass) (SHGC -,Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (Irish - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(/2)) (Omt - compass orientation) EnergyGauge® / USRFZB v2.8 Page 2 Sensible Envelope Load All Zones 11831 Btuh Sensible Duct Load 2340 Btuh Total Sensible Zone Loads 14171 Btuh Sensible ventilation 0 Btuh Blower. 0 Btuh Whole House Total sensible gain 14171 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 1243 Btuh Latent ventilation gain 0 Btuh Latent duct gain 360 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 1000. Btuh Latent total gain 3003 Btuh TOTAL GAIN 1 17174 Btuh 1. Central Unit # 19400 Btuh *Key: Window Was (Panes - Number and type of panes of glass) (SHGC -,Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (Irish - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(/2)) (Omt - compass orientation) EnergyGauge® / USRFZB v2.8 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- Building Type: User 6/21/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, Clear Metal 1.13 N 8.0 22.6. 181 Btuh. 2 1, Clear Metal 1.13 N 24.0 22.6 542 Btuh 3 1, Clear Metal 1.13 E 72.3 22.6 1635 Btuh 4 1, Clear Metal 1.13 S 36.2 22.6 817 Btuh 5 1, Clear Metal 1.13 E 26.7 22.6 603 Btuh 6 1, Clear Metal 1.13 E 12.0 22.6 271 Btuh 7 1, Clear Metal 1.13 W 5.3 22.6 121 Btuh Window Total 184.5 s ft 4170 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 295 2.98 880 Btuh 2 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 72 2.98 214 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 90 2.98 268 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 56 2.98 167 Btuh 5 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 27 2.98 81 Btuh 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 38 2.98 113 Btuh Wail Total 577 s ft 1722 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, w (0.290) 27 5.8 155 Btuh Door Total 27 s ft 1556tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load . 1 Unvent Attic/L/Concr (0.030) 27.0/6.0 841 0.6 497 Btuh Ceilinq Total 841 s ft 49713tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Stem/Crawisp(Carpet)(v) (0.117) 4.0/4.1 840.7 sqft 0.8 657 Btuh Floor Total 841 s ft 657 Btuh Envelope Subtotal: 7201 Btuh Infiltration Type ACH Volume(cuft) Wail Ratio CFM= Natural 0.33 7566 1.00 41.6 915 Btuh Duct load Extremely sealed, R6.0, Supply(Att), Retum(Att) (DLM of 0.204) 1660 Btuh All Zones Sensible Subtotal All Zones 9776 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load Component Details (continued) Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES, FL 33138- Building Type: User 6/21/2012 Subtotal Sensible Heat Loss 9776 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 9776 Btuh 1. Electric Strip Heat 17000 Btu, Key- Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U -Factor and SHGC defaults) U - Window U -Factor) HTM - (Manual] Heat Transfer Multiplier) EnergyGauge® / USRFZB v2.8 Page 2 Residential System Sizing Calculation Summary Project Title: 9767 NORTHEAST 13 TH AVE. ANGELO NAPOLITANO TRUST MIAMI SHORES,. FL 33138 6/21/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) 185 sqft Humidi data: Interior RH 50% Outdoor wet bulb 77F Humiditv difference 58 r. 577 sqft Winter design temperature(MJ8 99%) 60 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature. difference 20 F Summer temperature difference 15 F Total heating load calculation 9776 Btuh Total coolina load calculation 17174 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity . % of calc Btuh Total (Electric Strip Heat) 173.9 17000 Sensible (SHR = 0.74) 101.3 14356 cfm 0 Btuh Latent 168.0 5044 9776 Btuh Blower Load Total 113.0 19400 WINTER CALCULATIONS 1 narl a Window total 185 sqft 4170 Btuh Wall total 577 sqft 1722 Btuh Door total 27 sqft 155 Btuh Ceiling total 841 sqft 497 Btuh Floor total 841. sqft 657 Btuh Infiltration 42 cfm 915 Btuh Duct loss 32 cfm 1660 Btuh Subtotal 9776 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 0 cfm 9776 Btuh h".0%) ) FbM$v% SUMMER CALCULATIONS Summar Cnniinn I narl rfnr RAI cnfll Load component Load Window total 185 sqft 6661 Btuh Wall total 577 sqft 1292 Btuh Door total 27 sqft 104 Btuh Ceiling total: 841 sqft 1094 Btuh Floor total 500 Btuh Infiltration 32 cfm 520 Btuh Internal gain 1660 Btuh Duct gain 2340 Btuh Sens.. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 14171 Btuh Latent gain(ducts) 360 Btuh Latent gain(Infiltration) 1243 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaltoccupants/other) 1400 Btuh Total latent. gain 3003 Btuh TOTAL HEAT GAIN 17174 Btuh Letwa Ireernw(M ".Gan< Ina -'FMVrsMV.) wed) 9%J Wndaw$(43%) EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge®/. USRFZB v2.8 N BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) C. M. Security Group, Inc. 19400 Cruickshank Avenue Montreal, Quebec H9X 3PI, Canada SCOPE: This NOA is being issued under the applicable rules and red materials. The documentation submitted has been reviewed 40/92 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 ;ions governing the use of construction diami Dade County Product Control Division used in Miami Dade County and other areas where allot red by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control This product is approved as described herein, and has been designed to comply with the Florida Built Code, including the High Velocity Hurricane Zone. DESCRIPTION Series "3033" Aluminum Fixed Windows— L Md. t APPROVAL DOCUMENT: Drawing No. FW30331M, titled "Series 3033 Fixed Windows Large Impact", sheets 1 through 5 of 5, dated 08/20/07 with the latest revision dated 02/14/08, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -D; County Product Control Approval staff with the Notice of Acceptance number and Approval date b; Miami Dade County Product Control Division. MLSSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stat RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no cl it vpph#1 bWd g g ngg#vely affecting the performance of this product. IOfflowmii2 date or if there has ban a revision or change . Misuse of this NOA as an endorsement of P.O. automatically terminate this NOA. Failure to ation and removal of NOA. DATE RECD I#OEW: T MJ(EA y -*e words Miami Dade County, Florida, and followed sic by the ' ' ,d;�te mayR a displayed in advertising literature. If any portion of the NOA is displayed, then it $ a h' i Its entirety. _• - APPP � PECTION• ;AF"entire NOA shall be provided to the user by the manufacturer or its !"' `d`rstnb�" and shad be available for inspection at the job site at the request of the Building Official. ACG.-- i'' ThWXOA+&&ists of this page 1 and evidence pages E-1 and E-2, as well as avDroval document mentioned APPROVAL 01' 1 C T, -, °The submitted documentation was reviewed bq Jaime D. Gascon, P A P ` -NOA No. 08-0225.02 : ~ r S'L`�+Y� iralion Date: March 27, 2013 •-; .... ,nUE rF{[!}`R„__ _I, � ..,` ,, r T�ucTION r, ITEi ? Approval Date: March 27, 2008 01 7: l TAKE NO ACTION ON SFT',;-�:' '- Page 1 EACH SHEET AlvO DOPY. IF DISA�RA' , RE• IT�Ta = IN H C�Qj�T 'p0 u J C. M. Security Group. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No., 07-1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated December 11, 2003, expiring on December 11, 2008. F. STATEMENTS 1. Statement letter of compliance, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report no. FTL-4947, issued by Fenestration Testing Laboratory, Inc., dated August 24, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FTL-4827, issued by Fenestration Testing Laboratory, Inc., dated April 24, 2006, signed and sealed by Edmundo Largaespada, P.E. 5. Laboratory compliance letter for Test Report no. FTL-4786, issued by Fenestration Testing Laboratory, Inc., dated April 28, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. None E-2 41/92 (-' Z ) �-- �- �- � dahne D. Gascon, P.E. Chief, Product control Division NOA No. 034225.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 C. M. Security Grouu, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No., 07-1116.04 issued to E.I. DuPont DeNemours & CO., Inc. for "DuPont Sentry Glass Plus" dated January 03, 2008, expiring on January 14, 2012. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated December 11, 2003, expiring on December 11, 2008. F. STATEMENTS 1. Statement letter of compliance, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated April 26, 2007, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report no. FTL-4947, issued by Fenestration Testing Laboratory, Inc., dated August 24, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FTL-4827, issued by Fenestration Testing Laboratory, Inc., dated April 24, 2006, signed and sealed by Edmundo Largaespada,P.E. 5. Laboratory Compliance letter for Test Report no. FTL-4786, issued by Fenestration Testing Laboratory, Inc., dated April 28, 2006, signed and sealed by Edmundo Largaespada,P.E. G. OTHER . 1. None Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 08-0225.02 Expiration Date: March 27, 2013 Approval Date: March 27, 2008 E-2 C. M. Security Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FW3033 LM, titled "Series 3033 Fixed Windows Large Missile Impact", sheets 1 through 5 of 5, dated 08/20/07 with the latest revision dated 02/14/08, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4947, dated 08/11/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4827, dated 01/27/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: l) Air Infiltration Test, per FBG, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202=94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Series 3033 Aluminum Fixed Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -4786, dated 01/20/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2004, prepared by Bromley -Cook Engineering, Inc., dated 04/29/07 with the latest revision dated 09/20/07, signed and sealed by William D. Cook, P.E. Complies with ASTM E1300-02 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 08-0225.02 Expiration Date: March 27, 2013 Approval Date: March 27, 200$ E-1 CM SECURITY SERIES 3033 FIXED WINDOW - L.M.L MAX. WINDOW WIDTH 0lf1YLKiHT OPENNO A SEE GLASS SCHEDULE PG. 2 FOR APPROVED o GLASS TYPES gg c C C TYPICAL ELEVATION NO JAMB ANCHORS LLS j 1T. L 3" TYPICAL NOTES: THESE WINDOWS ARE RATED FOR LARGE MIS8ILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE -MOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE -ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL -A 331/o INCREASE IN ALLOWABLE STRESS NOT USED IN ANALYSIS. -ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. AS PER FBC SECTION 1!4"200324 FOR WINDOWS UP TO 3Y WIDE, ONLY TWO (2) ANCHORS PER CORNER 114" SERIES 3033 ALUMINUMFDMD WINDOWS HANGED OR EQUAL LEG z O APPROVED CONFIGURATIONS: NO MULLION REQUIRED UP TOW TALL Q I EEI L Eg INDIVIDUAL MULTIPLE UNITS SEE SEPARATE FDCED OR CASEMENT N.OA FOR CMSG (ANY CONFIGURATION) SERIES 3033 CASEMENT —8713115" MAX. 115116* D.LO.* DAYLIGHT'OPEING SEE GLASS SCHEDULE PG. 2 FOR APPROVED GLASS TYPES TYPICAL ELEVATION W/ JAMB ANCHORS a MULTIPLE UNITS WITH MULLION ---i 11" CIC Ii-A STRUCTURAL MULLION C.M. SECURITY GROUP - FAR -WIC 15400 CRUICKSHANK CM NTR 3P1 TEL 514 467 gvwmmFAX �51434574302 1600 466-CMSG IOMLEY-COOK ENGINEERING, INC. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33305 PH. 8547724824 PAX. 8547724834 WILLIAM D. COOK PE, SECB c� % 3161, FL P.E. #43804 8" FL S.I. #2008 SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT DsboO are munrmecue . a Pro Mad 2007-5-20 1:20 D im ortnamer m� By CR av ooavmama cnoewa FW3033LM 1 OF 5 NOTE: GLASS LOADS BASED ON TESTING AND ASTM E1300-02 DESIGN LOAD CHART - PSF SEN. WILLI D COOK PE, SECS 9/16" LAMINATED WINDOW DIMENSIONS GLASS TYP A GLASS TYPE B GLASS TYPE(C�j GLASS D WIDTH (W) LENGTH (L) EXT (+) INT (-) EXT (+) INT (-) EXT (+) INT (-) EXT (+) INT (-) 261/r 62 314" 140 140 140 140 140 140 140 140 35 3/4" 140 140 140 140 140 140 140 140 37" 140 140 140 140 - - 140 140 531/6" 140 140 140 140 . - 140 140 87 13/16" 140 140 140 140 - - 140 140 261/2" 140 140 140 140 _ - 140 140 35 3/4" 140 140 140 140 - - 140 140 37" 140 140 140 140 - 140 140 531/6" 140 140 140 140 - - 140 140 64" 140 140 140 140 - 140 140 6713/16" - - - _ _ 140 140 37" 107 3116" - - - _ - 140 140 140 140 84" - - - - - - 1� AS NOTE: GLASS LOADS BASED ON TESTING AND ASTM E1300-02 GLAZING SEN. WILLI D COOK PE, SECS 9/16" LAMINATED GASKET IB LAMINATED CO GLAZING LAMINATED GLASS G@@OR DQ 3116"H.S.+0.090SGP+3/16"H.S. CiCIn 9/16" LAMINATED 1/4" F.T. + 0.090 SGP + 114" F.T. GAWrU FL P.E. 443904 DOW 995 STRUCIURAL SILICONE FL 5.1.42009 FULLY BEDDED Ul 48 x 318" S.S. z SELF TAPPING m SCREWS �C1C SPACING 5 � INTERNAL s sraP n AS GLAZING DETAIL C.M. SECURITY GROUP - FAR -WIC 194CANA �ICKH&3 I CANADA H8X [3�P1: TEL (514 457.8850 Il FAX. (5143457302 T— 1 A00 485-CMSG �r E -Map: WINDOW DIM�ffiIONS CAN BE ORIENTED 8F9� 9 ft.cbm VERTICALLY OR HORIZONTALLY BROMLEY -COOK ENGINEERING, INC. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954-7724824 FAX 954.7724634 SEE CHART FOR ALLOWABLE PRESSURES AND SIZES LAMINATED GLASS GI@&R 0 DOW 995 STRUCM RAL SILICONE GLASS TYPES / LARGE MISSILE IMPACT SEN. WILLI D COOK PE, SECS 9/16" LAMINATED IWH.S.+0.075 VANCEVA STORM+ 1/4"H.&7/16" IB LAMINATED 3/16" H.S. + 0.075 VANCEVA + 3116° H.S. 7/16"LAMINATED 3116"H.S.+0.090SGP+3/16"H.S. CiCIn 9/16" LAMINATED 1/4" F.T. + 0.090 SGP + 114" F.T. BROMLEY -COOK ENGINEERING, INC. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954-7724824 FAX 954.7724634 SEE CHART FOR ALLOWABLE PRESSURES AND SIZES LAMINATED GLASS GI@&R 0 DOW 995 STRUCM RAL SILICONE SEN. WILLI D COOK PE, SECS FULLY BEDDED 1) 48 x 318° S.S. SELF TAPPING SCREWS CiCIn Im ® INTERNAL FL P.E. 443904 LSTOP TOP FL 5.1.42009 ntnow smmm w SERIES 3033, FIXED ALTERNATE GLAZING DETAIL WINDOW LARGE MISSILE IMPACT Arrlovma as mowing wtm e>t. 3 c� 2007-s-2oMlaral 1:1 Divmvmmrw amsom By CR BY mmamao"m. - P,m" FV43033LM 2 OF 5 A HEAD DETAIL " ANCHOR THROUGH 2 OR 3 tg rviamilli SEE SCHEDULE 3 g GROUT FILLED 1/4" (MAX) OPTIONAL. FLANGE PLASTIC SHIM (AT HEAD. SILL OR JAMBS) THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. 1S INTERIOR FINISH to 1/4" TEKS OR SELF DRILLING SCREWS A'W STEEL OR INTO METAL STRUCTURES (1B" MIN. THICKNESS) ALUMINUM 1117 MINIMUM :. •:.'.':: EMBED CONC. SUBSTRATE— EXTERIOR EXTERIOR STUCCO . . 3" MINFINISH . DIST. ` SILL DETAIL B W/ OPTIONAL FLANGE FRAME A HEAD DETAIL " ANCHOR THROUGH 2 OR 3 tg ALUMINUM WALLS, SEE SCHEDULE 3 g GROUT FILLED 1/4" (MAX) OPTIONAL. FLANGE PLASTIC SHIM (AT HEAD. SILL OR JAMBS) THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. 1S INTERIOR FINISH to 1/4" TEKS OR SELF DRILLING SCREWS A'W STEEL OR INTO METAL STRUCTURES (1B" MIN. THICKNESS) ALUMINUM 1117 MINIMUM :. •:.'.':: EMBED CONC. SUBSTRATE— EXTERIOR EXTERIOR STUCCO . . 3" MINFINISH . DIST. ` SILL DETAIL B W/ OPTIONAL FLANGE FRAME AA HEAD DETAIL ETALSTRUCTURE ANCHOR TYPE SCHEDULE: SUBSTRATE 114 TAPOONS THRU 1X OR 2X BUCKS DIRECTLY INTO 3WO PSI CONCRETE 1-12" MIN. EMBED INTO CONCRETE. CONCRETE OR PROVIDE 212" MIN. EDGE DISTANCE GROUT FILLED MASONRY. 1/4"TAPCONS-TYPICALATJAMBS THRU 1X OR 2X BUCKS INTO GROUT FILLED MASONRY. 1 3/4" MIN. EMBED. PROVIDE 212" MIN. EDGE DISTANCE 1/4" TEKS OR SELF DRILLING SCREWS A'W STEEL OR INTO METAL STRUCTURES (1B" MIN. THICKNESS) ALUMINUM OR INTO DADE COUNTY APPROVED MULLIONS. C.M. SECURITY GROUP - FAR WIC 184wMUM COR{{��UTTK�R�FEC�qSq�L,K CANADA HBX 3P1 TEL (614 4575660 WORM FAX (514;4674302 1 i100 4H5 CMSO ��ec�ms�uity.�m BROMLEY -COOK EN3INEERINC4 INC. 5440 N.W. 33RD AVENUE SURE 100 FT. LAUDERDALE, FL 33308 PH. 8547724524 FAX 964772.4534 WILLIAM D. COOK PE, SECB FL P.E.#43904 FL S.I. JIM UPAVOW SERIES 3033, FIXED WINDOW SEALANT ALL JOINTS AND FRAME CONNECTIONS TO BE LARGE MISSILE IMPACT SEALED WITH SPECTREM 2 SILICONE CAM nmxmms� Aprroved as Iy�gxit80r rR �I 2 2007-8-20 1:2 _ muNxar cru By CR mt�m FW3033LM 3 OF 5 • !..:. INDEPENDENTLY MIDPOINT (2) 014 SMS FORCASBAENTININDOW, • CANADA HOX am MMTNM FAX 11 L MJDPOINIT DETAILS 00 o ® O 14 � II jj I WA ■ w� L ii ��r640 r NW .AVENUE ,, ®moo ® m m oo mLAUDERDALE,M :�. FAX :K -VMDDW DINIENSION VINDOWDUENSION CONTINUOU1``EALANTJ —VARIES I ©MULUDWINDOWS © �' , ' ' JAMBANCHORS 1 MIJLLION)(NO_ • .• 7 THROUGH . t 1/4"\1vSHIM CONTINUOUS SEALANT �• & BACKER ROD D JAMB DETAIL JAMB ANCHORS CONTINUOUS) a e 8 o 3EALANT TYP. 12 11 9 7 WINDOW DSrI.-----I Z,ADE CAUNTYAPPROVED MULLION SEE SEPARATE N.OA FIXED WINDOWS STRUCTURAL MULLION i�O01 4�®1 FL P.E. 043904 FL &I. #M u•wmTme SERIES 3033, FIXED WNDOW LARGE MISSILE IMPACT Ammwedwwmp' wi141ffi mm owue rA t too8z 2007-&20 1:2 U�wmi 309-67 cmra 6.CR UPAVMM .n FW3033LM 4 OF 5 1 off' S� L -4d a O MAIN FRAME FIM 865 FXF Q ol" STOP Sib FXB ALUMINUM 6063-T5 ALUMINUM 6063-T5 �0,788'� 'jam 1L s L 'v a - a OGLASS STOP 516 FNF ALUMINUM 6063-T5 Fes ----3.386° Oi MAIN FRAME FIXED 9651?" (OPTIONAL) ALUMINUM 6063-T5 CRIMPED CORNER DETAILS COKK FRAME (E)(TRU CRIMPED COR _INTERNAL GLASS STOP INTERNAL GLASS STOP 11 ... - - /1 1 IW LG.x 0314" GLA2 i6-FXF) I x 3!8" LG. SST TABLE - PAGE 2 GLASS 3 SPACED 24" CJC FOAM 0.806 EPDM SILICONE iTRUCTURAL SILICONE ST -T a (D GLASS STOP CAP 517 FXF ALUMINUM 6063-T5 O EPDM GASKET #40.00.806 0 3.633' Cj 0.639 I--3.s43'� G WINDOW LIPIFLANGE 014 FXA OCRIMPED CORNER 11.00389 ALUMINUM 6063-T5 ALUMINUM 6063-T5 .vv wnnuvv CMSO INDAtEX RENKO TREMCO J 966° ;.331° u EPDM GASKET eVlnf�rlrtg@crtwdly.com ter.. oma.. rnw sr ROM -LEY -COOK ENGINEERING, ilk. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954-772.4824 FAX. 954-7724634 enx WILLIAM D. COOK PE, SECS yes FL P.E. #43804 FL S.I. #2008 SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT .,a 89" 2007-6-20 1:2 CR 7. �m FW3033LM 5 OF 5 SECURITY GROUP - F 19400 CRUICM Cq pA 1 TEL. (6 14 4 FAX.(574;4 1600 4S INg DALEX C.M. INDALIX B INDALEX 4 INDALEX 4 INDALEX 4 FABORY 40 'PROVED MANUFATURER 1 >TRIBUTION MONT-ROYAL 24 ST -T a (D GLASS STOP CAP 517 FXF ALUMINUM 6063-T5 O EPDM GASKET #40.00.806 0 3.633' Cj 0.639 I--3.s43'� G WINDOW LIPIFLANGE 014 FXA OCRIMPED CORNER 11.00389 ALUMINUM 6063-T5 ALUMINUM 6063-T5 .vv wnnuvv CMSO INDAtEX RENKO TREMCO J 966° ;.331° u EPDM GASKET eVlnf�rlrtg@crtwdly.com ter.. oma.. rnw sr ROM -LEY -COOK ENGINEERING, ilk. 5440 N.W. 33RD AVENUE SUITE 100 FT. LAUDERDALE, FL 33309 PH. 954-772.4824 FAX. 954-7724634 enx WILLIAM D. COOK PE, SECS yes FL P.E. #43804 FL S.I. #2008 SERIES 3033, FIXED WINDOW LARGE MISSILE IMPACT .,a 89" 2007-6-20 1:2 CR 7. �m FW3033LM 5 OF 5 29/92 MUM w BUILDING CODE COMPLIANCE OFFICE (BCCO) NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildingeodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mikni Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for -quality -assurance. purposes. -If this-productor material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, -and has been designed -to comply with the -Florida, Building Code, DESCRIPTION Series'°SGD-830" Aluminum Sliding Glass Doors APPROVAL DOCUMENT: Drawing No.4392-2, Titled "Mid -Rise Alum Sliding ass Doors -LG Missile", sheets l through 9 of 9, prepared by manufacturer, dated 08-01-02 and last revised o 02/22/08, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal with -the. Noticeof Acceptance number and expiration date by the Miami -Dade County Product Control ivision. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 5/16"Elco into Conc. attach location u t DP = +90%110 psf, 2. Other. use of Table 1, 2 or 3 require two {2) anchors into substrate at ea locst-04 limited to max. DP= Table 4 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code ne ti eI ecyng the performance of this product. TERMINA o �s O '� mate�s� �� s �tEo� tdate or if there has been a revision or change in the o ctu u ``�� a isuse of this NOA as an endorsement of any pr atically terminate this NOA. Failure to comply n an removal ofNOA. DATE jijERTISE OA illi -Dade County, Florida, and followed by the expiration dat�li!�e isplayed in advertising litersleh"anvy portion of the NOA is displayed, then it shall be done inlWARflWD 04 Afc►is ent6NQ*shsftbe7Wffl"T6==ffiFiiser by the manufacturer or its distributors anCkfWbW11iV4hW0r Wpection Building official. _ACCEt'�@@ e�It NOAH; 7^*+ ��*!��.�page 1 as well as evidence sheet E-1 and AP°ROVAL91O D S-1 ra ,. 4*XE WIiH THEI�f >I id rnPdrEPi A peumentat� was revo bd 11}�lbyg. 1t+I"k ni��i; P. E. I'0":TRACT OR APPROVE MOSTITUTIONS. THF "`�',� P'R "IIP,I I rlm" `' `�`1 T ., 4, r � „� r�rdERAL F!jtlPlit+?,i ATIOP9. NOA No. 07-1212.03 r„ !err{F.RAI, �: -`'F rr R °��P�r, '�`� � � 9Expiration Date: March 13, 2013 � � Approval Date: March 28, 2008 Rt1C711)N CRI"E"RM I IVC n ;,. Tt rfi' T 1( ;T VY TAKE NO ACTION ON SHO WI VINUS U F T A T( -R CH€CKE D A , Page 1 `�7 ANtJ COPY: ff D P ED, RE• uAM1T� TSY N, �ONT� RACT D©�11A1ENT FALL 2.c� R JUL X 2012 PGT Industries 30/92 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 06-0807.06) 1. Manufacturer's die drawings and sections. 2. Drawing No.4392-2, titled "Mid -Rise Alum Sliding Glass Doors -LG Missile", sheets 1 through 9 of 9, prepared by manufacturer, dated 08-01-02 and last revised on 02/22/08, signed and sealed by Robert L. Clark, P.E. B. TESTS (Transferred from file # 06-M7.06) original test conducted per SFBC, PA 201, 202 & 203-94, now termed as FBC, TAS 201.202 & 203-94. 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-3511, dtd 07-18-02 & FTL-3511, dtd 07-18-02, both signed and sealed by James G. Worth, P.E. 2. Additional test report Test report No. FTL-3513 per TAS 202 (used to qualify Water Resistance test), issued by Fenestration Testing Laboratory, Inc. signed and sealed by James G. Worth P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 02-24-08, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME-1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer ", expiring on 12/11/2010. 2. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass Plus", expiring on 01/14/2010. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 12-10-07, signed by Robert L. Claik, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews NOA # 06-0807.06, expiring March 13, 2008 lsl,!i ,. (,L4,,41.. Iihaq L Chanda, P.E. Product Control Examiner NOA No. 071212.03 Expiration Date: March 13, 2013 Approval Date: March 28, 2008 E-1 LARGE MISSILE IMPACT SUDING GLASS DOOR 1. GLAZING OPTIONS: A. 9/1W LAMINATED GLASS - (2) LITES OF 1/4' HEAT STRENGTHENED GLASS W/ A.090 SENTRY GLASS INTERLAYER. B. 7/18" LAMINATED GLASS -(2) LITES OF 3/18' HEAT STRENGTHENED GLASS W/ A.090 DUPONT BUTACITE PVB INTERLAYER. C. 9/18' LAMINATED GLASS - (2) LITES OF 1/4' HEAT STRENGTHENED GLASS W/ A.090 DUPONT BUTACITE PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, OXO, OXXO 3. DESIGN PRESSURES: SEE TABLES 1-3, SHEET 2. 4. MIAM14ME COUNTY ANCHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. TWO 5/18- ELCO TAPCONS REQ'D AT EACH LOCATION. SEE DETAILS SHEET 9 HEAD S SILL- 8' MAX FROM CORNERS AND 22112" MAX O.C. ASTRAGALS & INTERLOCKS: HEAD - CLUSTER DETAIL B SILL - CLUSTER DETAIL C JAMBS: 6" MAX FROM CORNERS AND 24' MAX O.C. SEE TABLE 4, SHT. 2 FOR DESIGN PRESSURE LIMITATION WHEN INSTALLING WITH OTHER ANCHOR TYPES. S. SHUTTERS NOT REQUIRED. 7. REFERENCES: TEST REPORTS FTL-3511, 3513 & 3512 (FOR REFERENCE OF FULL 202 ONLY) 6 ELCO TEXTRON NOA: 04-0721.01, 034)225.05 ANSVAF&PA NDS -2001 FOR WOOD CONSTRUCTION. S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE SEE CLIP DETAIL A FOR DIM. i 24" MAX O.C. (i'YP.) A e" MAX 1913/4" MAX. WIDTH -SEE DETAIL B B. - 145 MAX. WIDTH 42 318' MAX. DAYLIGHT DETAIL A B OPENING 007AP MAX + DAYLIGHT A OPENING II 'W MAX HH80W ® --►� I r+— 221/2' MAX. O.C. (GYP. HEAD & SILL) B _ *OXXO" ELEVATION ®M ANCHORS PER Ll RM B---� F-" - 9s' MAX( WIDTH DETAIL A REQUIREMENTS OF THE FLORIDA ITEM 73, FIXEDBUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE / CUP INSTALLED (3) PLACES ZONE (HVHZ). INSIDE EACH FIXED I PANEL TO JAMB S ®ATS D 1/2'/FR0M BOTTOM & 42" MAX. O.C. NOA DRAWING TABLE OF CONTENTS SHEET NOTES ...........................1 ELEVATIONS...................1 GLAZING DETAILS .......... 2 DESIGN PRESSURES ..... 2 SECTIONS.................3-5 PARTS LIST...................6 EXTRUSIONS.............6-8 CORNER ASSEMBLY ...... 8 ANCHORAGE.............1 &9 DETAIL A FIXED CLIP CENTERLINE DETAIL B, HEAD CLUSTER INTERLOCKS & ASTRAGALSM�A1c s' X — f"1 NOTE: WHEN ANCHORING WITH OTHER THAN 5/16- TAPCONS, DP IS LIMITED. (SEE TABLE 4 SHT. 2) DETAIL C, SILL CLUSTER INTERLOCKS & ASTRAGALS ❑ a• 42 318' MAX. "OX" ELEVATION T DAYLINDUSTRW IGHT OPENING 4 � 100 7/8' MAX DAYLIGHT OPENING 108' D �I HEIGHT -1ti fam tE004onoor DRW NOYC08aH, R 34?75 M � t:hak, RE P.O. BOX 1879 Pe sa,tl l No1<oeas R rsx sties MAX�DTH 38' LE EVA TIONS & 42318' MAX. - DAYLIGHT OPENING 100 7/8' MAX DAYLIGHT v C OPENING 108' MAX. HEIGHT SEE DETAIL C raonucr wavEcode aroudm Daft wen raoapglnywkh the F1oeW N•07-1212.63 N� MID -RISE ALUM. SLIDING GLASS DOOR sr2o-e3o � NTS L _1 - 9 � 4392-2 � C 42318' MAX - DAYLIGHT OPENING 100 7/8' MAX DAYLIGHT OPENING p 108' MAX HEIGHT .46(r OVERALL THICKNESS .834° OVERALL THICKNESS 834° OVERALL THICKNESS .090' DUPONT BUrACITE OW DUPONT BUTACITE OW SENTRY GLASS PVB INTER LAYER 3/18• HEAT PV8 INTER LAYER PLUS INTER LAYER STRENGTHENED 1/4' HEAT 1/4°HEAT 3/18' HEAT GLAD 1/4' HEAT STRENGTHENED WHEAT STRENGTHENED STRENGTHENED STRENGTHENED GLASS STRENGTHENED GLASS GLASST__V GLASS GLASS ISW NOM. 63 F GLASS SITE 63 (- GLASS SITE 63I WW NOM. 19W NOR -V � GLASS SITE I TABLE 2 DESIGN PRESSURE RATING HEIGHT WIDTH 9&000 100.000 104.000 156.00D -80.0 80. -80.0 1 80.0 -80.08 188.000 -80.0 80.0 -80.0 80.0 -0.0 8 108.000 DESIGN ALL SIZES 8 PRESSURE NEG RATING -80.0 PSF 1 & O 135.000 -80.0 -80.0 .0 -80.0 80.0 -79.8 .8 148.1 -110.0 -792 -78.8 7 -73A WAY �.0 80.0 -80.0 80.0 -80.0 80,0 X SCOW -80A -80.0 80.0 -BOA 80.0 -BOA goo e8 80 0 .0 -80.0 60.0 -79.8 .8 98,000 80.0 .0 -792 79 -78.8 75.8 -73.0 1 7a.0 NOTES, 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 3. QESIGN PRESSURE CAN NOT EXCEED THE MAXIMUM DESIGN PRESSURE OF THE ANCHORAGE IN T 4. SILICON ® EXTERIOR DESIGN ALL SUN I PRESSURE NEG RATING -110.0 PSF TABLE 4UFAS ANCHORTYPE8 SUBSTRATE NEG POS 6H8' ELCO ULTRACON MASONRYANCHOR CONCRETE -110.0' +90,0 114' ELCO SS4 CRETE -FLEX MASONRYANCHOR CONCRETE 86.8 +88.8 114" ELCO ULTRACON MASONRYANCHOR CONCRETE 49.5 +89.6 FIC 071$08 84EVIWANCHORAGE E 'T #12 S TEEL P�(CT REIv6WED .CO ULTRACON MASONRYANCHOR WOOD -88.8 ' +58.8 r•• W �• • (06)SCREW VVOOD 781 +78.1 gip, a ill -o3 o.a 3 FIC 071$08 84EVIWANCHORAGE �i�•�aa kl 'T FJL 07/21!08 CTABLE4 aaatF. . Oafs: F.K: 08/01/02 !� o GLAZING DETAILS & PRESSURES LG MISSILE) > '°,� MID-R/SEALUM. SLIDING GLASS DOOR Robe L O� P.E. P.O. BOX 1ffi8 Se1es116ed+ sww ~ Or -ft ft Per PR OW112 sbuemv �aUM R �4 8ov 930 NTS 2 d 9 4392-2 C 108' HEI INSIDE HORIZONTAL SECTION D -D "XO" OR "OX' CONFIGURATION 100 7/8' MAX. DAYLIGHT OPENING TYP. 1' X 11V WEEP HOLE (a) (4) LOCATED AT EACH INTERMEDIATE SILL FLANGE SEE DETAIL A. SHT. i FOR SPACING W W CO N 1 7/8" WEEP NOTCH THREE AT EACH END OF EACH PANEL TRACK ® PRODUCTRMLVW 4$` g 14 me=* "iMMen -- [ddbgCode LONG a,2-,7. - tee. rs FX 07--1346 a-NOCHOTH1ssM >,kw �. 8—FX =I= aNOTE4176N6 "'k. O F.IG 0W1/02 FX -3511 & FR -351 4 SECTION DETAILS LG MISSILE VERTICAL SECTION B -B To, ALL CONFIGURATIONS APOKOAN, R� MID -RISE ALUM. SLIDING GLASS DOOR 5 3 Lctmk P.& PEOW12 P.R wx I= ^ 3< Bsfwlbdet Sam Sirst OrwWpNn Rev: SGD-030 NTS 3 9 4392-2 C W W CO N m N .._._ i o o JIMP ff U-1 F-31 m ' • • • • r� gTjrc-- � ��. SLIDING/If' N 76 4362.1 4y6yg M.PA?4ELM•R4CL4=XI.6�X.OW 6 8 3 .6 OX IANx 1.WOLG A66ALAKAE 7566X11710. PNPH 8.81L 12 1 12 6 FMPMELANOLEBPAG(E7 4868 74346A U4WX2000X1.600LO.l"AL AME4 2 2 38 I I TRUTH INTERIOR PLR. HANDLE 0 1 0 1 I .739 61 7/16° GLAZING BEAD MATT; Tb DWO#4324 P - t0'011�8,a FL � 54176 t L Comi. ;:. PE x391121P.O.. Box 1R9 + Ll r. .739 rm�m 060 © 9/16" GLAZING BEAD MAM NUTTS DWG#4375 "WOUCTRE46WE0 •OloWn with oe Florida Ba'NbtCada 117-f �J2� 3 mitft�L�[ FSK X07 -13-M rB�DDITEM39499 Al -A -1./a F.K OWIM$ C- DELETE I7:S1AK97 �1R Ouan r . Owx FA OW 1102 FTL-3511 k FTL-3513 Omlptlors PARTS LIST & GLAZING BEAD EXTR. LG MISSILE MID -RISE ALUM. SLIDING GLASS DOOR C ser.9w.1w aww* 6>. * o ab_ �.,. son e3o NTS 6 9 4392-2 38 4387 46387 ASMOAL. BASE END PLUG 21ASTRA BASE 21 ASTRA BASE 0 30 4382 TOP STICKER COVER 17mveINTER IIASM BASE 0 30 4392 BOTTOM STMER COVER 11MYORM IIASTRABASE 0 39 71032fNSERT 10,92ALUNNTHREAOEDINSERT 21ASTRASASE 21ABTRABASE 0 40 4380 84380 ADDON 1 1 0 MORTIS 41 4372 228071ALK MORTISE LOCK KEEPER SURFACE MTG 1 1 0 42 08X3WLG. PHPAN HEAD S.STL 2 2 0 43 4381 $43111 MALBADD•ON 1 1 0 21 4393 $7393[± W87P.400X.270BACK FIN BE& 21 2 0 45 104$ 71048 ROLLER ADAWMENT PLUG 112 "OLE PU 2/0/PANEL 2101PANEL 0 47 1040.1 MORTISE LOCK, SURFACE MTG., 3 PLY 1 1 0 HOOK INT MIMS KEY OPERATOR 49 43722 72280&& MORTICE LOCK RECESS ADAPT. 1 1 0AftWwm so 71032X1FPFX 032 X V LG. PH FHS. STI.. 2 2 0 7118• LAMINATED GLASS, 3RWHS..= 82 DUPONT BUTANE PVB INTERLAYER 4 3 2 3RWHS BMW LAMINATED GLASS, 114' HS..090MUM 83 SENTRY GLASS PLUS MERIAYER IN' 4 3 2 HS �1BU TED 6TACT7E PVB INTERLAYER. "'''� O90 54 DUPONTONT BUINTERLAYER.INTERLAYER.114" 4 3 2 HS BRX DOW ON, MOREQUWALENT AMMD1101115, $, 1 4324 1 9894801 IMAZWO BEAD 7118' LAMINATED 4IPANEL 4IPANEL 4IPA14EL. 82 4375 84978 GLAZING BEAD 911$ LAMINATED 41PANEL 41PAM 41PANEL 8 m N 5.177 fZ:.078 NOM. -� 1.619 A ( FRAME HEAD DWG# 4302 ® 2.001 .557 .062 NOM.--►ih•- O6 THRESHOLD COVER MAIL: 6063-T5 DWG# 4315 .062 2.964 .125 � 2.048 20 FXD DOUBLE INT/LK MATL:60WHOT6 DWG# 4383 �►j 1.428 108 1.700 .188 O FEMALE ADD-ON MAM: 8083-T5 DWG# 4380 5.177 ---� .078 NOM. 2.435 �3 FRAME SILL MATL:8083-T5 DWG# 4303 6.357- 078 NOM. 1.23E 10 FRAME JAMB MAIL: E063 -T6 DWG# 4304 .062 NOM. I l fes-- &6W J ADD ON SILL MAIL: 60WHS-T54 DWG#4361 0A21 _ 1.800 I+ -- n. I - .062 NOM. 105 ADAPTER FIXED PANEL M: W03 -T5 DWG# 4314 •LOr, - m 25 MOVING INTERLOCK MAIL 6063HDTS DWG#4382 r -- I � 2.591 NOM. -F i 12 TOP & BOTT. RAIL MAIL: 6083 -Ts DWG# 4305 -•--- s.sa5 •-� K o7-13-08 B4IDD/TEm8Ci,99 Fwwar. now RowswWuMelf: 11. RIG 07/21/08 GCORREC71T6NBDIM.� 8lrt ba 0, ar. aa� FX MUM FIL-3511 & FR -MI EXTRUSIONS - DOOR & FRAME LG MISSILE '°nTaw OKaW, OOY M lJOtlOtllllS FL 30M -F-F-d 1.619 .076 I O FRAME, 2 TRACK HEAD W/ SCREEN RAIL MATL: 6063-T6 DWG# 4441 �5.5m� 1.235 .078 O FRAME, 2 TRACK JAMB W/ SCREEN RAIL MATL: 6063•T6 DWG# 4443 -►��-.078 T 2.8N W=�[ I 5.505 ----0 94 FRAME. 2 TRACK SILL `" W/ SCREEN RAIL MAIL: 6063-T8 DWG# 4442 .090 078 G� TI -3.5W --.� 32 ASTRAGAL BASE mow* wM MED MAIL. �-rs 03.50" SILL RISER "cow* "� " IS DWG# 4379 MAM: 808 44 aw-AftMt2L l� -0 J.125 757 .108 DWQ#4411 �r�� +- 2376 -+-{ 1. 1.644 I .082 y it NOM. O MALE ADD-ON 76 LOCK STILE MAM 6063•T5 MAIL 6063-T5 DWG# 4381 DWG# 4308 nl... Clsk . 3sAeNllia,k J' gree oo-nvagnb. PE o=P.EP.O. BON 1479 ate+ sGDaso NTS 7 m 9 4392-2 v cc N K o7-13-08 B4IDD/TEm8Ci,99 Fwwar. now RowswWuMelf: 11. RIG 07/21/08 GCORREC71T6NBDIM.� 8lrt ba 0, ar. aa� FX MUM FIL-3511 & FR -MI EXTRUSIONS - DOOR & FRAME LG MISSILE '°nTaw OKaW, OOY M lJOtlOtllllS FL 30M MID -RISE ALUM. SLIDING GLASS DOOR nl... Clsk . 3sAeNllia,k J' gree oo-nvagnb. PE o=P.EP.O. BON 1479 ate+ sGDaso NTS 7 m 9 4392-2 v cc N 1.045 .082 NOM. 1 ® SCREEN FRAME TOP RAIL MATL: 6083 -TS DWG# 4317 1.045 .082 NQM.1.983 @ BOTTOM RAIL MAIL: 8083-T5 DWG# 4318 1.o1s —•y NOM. 1.872 82 SCREEN FRAME SIDE RAIL MAIL: 8063-T5 DWG#4318 I ..�.i , � {� --+-' 1.283 �►— _..,4 810 1.818 T t�� 1.818 --��+--.078 � �i -- . •076 y---►��.078 O SCREEN, I TRACK FRAME, SILL MAIL 8063 -TB DWG# 4424 91 SCREEN ,1 TRACK FRAME,HEAD MATL: 6W3 -TS OWG# 4425 O SCREEN,1 TRACK FRAME, JAMB MATL: 6063.78 DWG# 4426 (2) SCREWS AT TOP & BOTTOM RAIL (4) TOTAL PER SIC FRAME CONSTRUCTION (TOP VIEW) REWS AT HEAD & SILL fAL PER JAMB 1.018 .082 NOW 1.872 SCREEN FRAME MEETING RAIL MAIL: 8083-T5 DWG# 4320 3.162 .os3 NOM. 2.2172 .L 88 SCREEN AST GAL ADAPTER oxo RobOA 1. pak. P.B. PE OM12 Btnwu�m MAIL: 6063-T5 DWG# 4384 N z 1079TEGi M03YORNE AMCAW PA Box I= NQKOARS. FL $a?4 1.342 .050 13QB NOM. ® SCREEN ASI MAIL: 8083.1 DWG#4W NOM. I 080 1.935 .800 78 FIXED PANEL CLIP MAT'L: 8083-T5 DWG# 4358 IrEms 9o, 8i 6 a B EXTRUSIONS & MID -RISE ALUM. SLIDING: SOD -&V [NTS[_8 m 9 AeeRu*a rro DOOR 4392-2 1 C W N NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED ELCO MASONRY ANCHORS. MINIMUM DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2-112•. CONCRETE EMBEDMENT FOR ELCO &18' ULTRACONS AND 1/4 SS4 CRETEFLEX IS 1314' MN. AND 131W MIN. FOR 1/4' ULTRACONS. WOOD APPLICATIONS ELCO 19" SW CRETE -FLEX OR 1/4" ULTRACONS ARE APPROVED FOR USE IN PLACE OF 812 STEEL (G5) SCREWS. SEE TABLES 4. SHEET 2 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH OTHER THAN ELCO 5/18° ULTRACONS INTO CONCRETE. FLATHEAD ANCHORS MUST HAVE #12 TRIMFIT HEADS. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NOW METALLIC GROUT, 3000 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 13& MIN.(MIN. 1/a 3.5 KSI MAX --j CONCRETE) :...� �. SHIM 1/4" MAX. 4a' + <.: +' , 1X WOOD, .. ® SEE NOTE 2 'MMy I')�7ANCHOR 2.824 1/4'MAX-F J WOOD MAX. O.0 . SHHI M 2X WOOD, SEE NOTE 2 SEE NOTE 1 j �-- 2X WOOD, SEE NOTE 2 2.824 21/2• MN. E.D. MM.O.C. SEE NOTE 1 e MASONRY ANCHOR, SEE NOTE 1 SEE 9 JL NOTE Y 1 MAX 1!4" MAX ;, • :. ,�.�� SHIM SEE NOTE 3 21/2' MN. E.D. TYP. 2.824 y MAX. O.C. MASONRY j1 •:.• . ANCHOR SEE NOTE 1 ; . (MIN. 3.5 KSI CONCRETE) _ 1X WOOD, SEE NOTE 2 FRAME JAMB INSTALLATIONS 1/4 MAT X. SHIM FRAME HEAD INSTALLATIONS IG1 2.824 MN. O.C. - - -+— 2X WOOD, SEE NOTE 2 WOOD ANCHOR, SEE NOTE 1 FRAME SILL INSTALLATIONS T J +o7o�doworoora� NORMA a 3427a ROW L Clink. P E. Pa am fate PE WW2 NOWAlt9 R34274 `1- 3VJP j —LI I _ ' 2.843 41 1 MIN. O.C. ��III 11001tGT RBNEMED Now -ow {waMrmwo ►mare .,� 07-1" e-r=EarrxrexaccaF licavo-wmi: AM SEE NOTE 1 1/4" MAX. 4a' + <.: +' , 'Z `• . 's • ' ® SEE NOTE 3 'MMy r MIN.. O.0 e E D. 2X WOOD, SEE NOTE 2 FRAME SILL INSTALLATIONS T J +o7o�doworoora� NORMA a 3427a ROW L Clink. P E. Pa am fate PE WW2 NOWAlt9 R34274 `1- 3VJP j —LI I _ ' 2.843 41 1 MIN. O.C. ��III 11001tGT RBNEMED Now -ow {waMrmwo ►mare .,� 07-1" e-r=EarrxrexaccaF licavo-wmi: AM ANCHORAGE (LG MISSILE) Tft MID -RISE ALUM. SLIDING GLASS DOOR Son -M I NTS 1 9& 9 1 4392-2 1 C w co N m' RM - 0 DEPARTMENT OF PERM1TTiNG, ENVIRONMENT, AND REGULATORY HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO) PGT industries 1070 Technobff Drive Nokomis, FL 34275 SCOPE: 3/92 MIAMI -RADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 2e Street, Room 288 Miami, Ftorkk 33175-2474 T (786) 315--2590, F (786) 315-2599 This NOA is being issued under the applicable rules and 2egulWj4 governing the use of construction mum=. 1133 aocumommuon suommm Has wen reviewreviewea and accepted by Miami -Dade County PERA- 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 coimiy) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this' product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code Including the High Velocity Hurricane Zone. DLSCRIPTIONj Se' es "SH 700" Aluminum Single Hung Window - L.Kce APPROVAL :Drawing No. 4040 -?A, titled "Alum. Single Hung Window, Impact", sheets through 11 of 11, dated 09/01/2005, with revision `D" dated 10/07/2011, prepared by manufacturer, sigm and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Stan with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Con r Section. Missna IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approval Shutters Or Protection Devises shall I requited for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacmur Ws name or logo, city, state, mode herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the a icab b ' : v-gly at%cding the performance of this product. TERMIAIafter x®itation date or if there has been a revision or change itf t'�e�Aes, �� a or process. Misuse of this NOA as an endorsement of Few3 ` shall automatically terminate this NOA. Failure to cause or termination and removal of NOR. DATE Rt*C'An111 The ��ree� words Miami Dade County, Florida, and followed b IF _ on date may be displayed n a vertising literature. If any portion of the NOA is displa -.0th � . dorWin-itraid . APP�;�C y ofBt` ds --O tiiF� --Sl fI�- rovided to the user by the manufacturer or its ' "d avaiQble*w inspectiorratVle jot site at the request of the Building Official. rr^79iis NGKi v46 NOA 146.41 -0443.111 -and gists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. P 'AVE SHOP DR^ 7 ,. ... _ . , -• x f� J`; TRUCTtON CRITE �J","d �TIT CS, AND TLQ ^F " 7J;LL TAKE NO ACTT N r n EAOtI SHEET ANO :. IF AI 'ED, REI FAST �0 1�1 f itd1 1" ^NTRA CU NTS. R Mmi� NOA No. 11-101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 M1 hldw-hies NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4/92 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets I through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hu window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., T4 Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespac P. E. on: per 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada. P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:l) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBG, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo LmVmpada, P. E. (Submitted under previous NOA No. 05-10A01) t Jalme D. Gascoik P. E. Product Control Section Supervisor NOA No. 11-1013.14 Explmdon Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF AgCEPTANCE: EVIDEMCF�, ySUBKTTED 5/92 B. TESTS (coNrmuw) 3) Test reports on: l) 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) Cyclic Wind Pressure Loading per FBC, TAS 203.94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL--4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-101M) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin. frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI, -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05401&01) C. CALCULATIONS ; L Anchor verification calculations and struciural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM B1300-04 (Submitted under previous NOA No..11-0122&03) D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gas P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EYIPENCE SUBMITTED 6/92 F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC--2007 and FBC 2010, dated October 07, 2011 signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL4649, FT"723, FTL-4947, FTL-4650, FTL-4948 and FTL--4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previoas NOA No. 07-0322.06 and 05-4 01& 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to POT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. r Jaime D. Gasebn, P. E. Product Control Section Supervisor NOA No. I1-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 } A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118' LAMS CONSISTING OF (2) LITES OF IN ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIXEEPSAFS MAXIMUM PVS INTERLAYER. S. SHO' LAIR CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LITE OF IN HEAT STRENGTHENED GLASS WITH A M DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER C. SHS' LAM CONSISTING OF (2) LITES OF 1A" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAKWOMPSAFE MAXIMUM PVB INTERLAYER D. 7116" LAMS CONSISTING OF (2) LITES OF 3114' ANNEALED GLASS WITH AN AW DUPONT BUTAOITE OR MAXIMUM PVB INTERLAYER. E. 714° LAMI CONSISTING OF (1) LITE OF 31151 ANNEALED GLAD AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .080 DUFONT BUTACITE OR MAXIMUM PVS. F. 7114' LAI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT SUTACITE OR SAIWMEEPSAFE MAXIMUM PVB INTERLAYER. 0. ISMS" LAN IG: (1) LITE OF IN TDWERED GLASS, AN AIR SPACE AND 6118' LAMS CONSISTMG OF (2) LITES OF IN ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. ® H.13114" LAMS IG: (1) LITE OF U8" TARED GLASS. AN AIR SPACE AND 6161 LAMI CONSISTING OF (1) LITE OF IN ANNEALED (LASS AND (1) LITE OF IN HEAT STRENGTHENED4LASS WITH A A80 DUPONT BUTACITE OR SAFtEXIMEEPSAPE MAXIMUM PVS MTEI"YER. 1.13116' LAN IG: (1) LITE OF IN GLASS. AN AR SPACE AND 6116' LAMI CONSISTING OF (2) LITES OF U8' HEAT STRENGTHENED GLASS WITH AN Lao DUPONT BUTACITE OR SAFLEXIXEEPSAFE MAXIMUM PVB INTERLAYER J.13116' LAMI IG: (1) LITE OF 1A8' TONSOM GLASS, AN AIR SPACE AND 7118' LAMA CONSISTING OF (2) LITES OF 3016' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER K.130161 LAMP IG: (1) LITE OF US' TEMPERED GLASS, AN AR SPACE AND 7181 LANA CONSISTING OF (1) LITE OF 3M4' ANNEALED GLASS AND (1) LITE OF 3118" MAT STRENGTHENED GLASS WITH AN .= DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS. L 13114' LAMS IG: (1) LITE OF IN TMUWM GLASS, AN AR SPACE AND WIS1 LAMI CONSISTING OF (2) LITES OF 3114' HEAT STRENGTHENED GLASS WITH AN= DUPONT kwACITE OR BA ismea AFE MAXIMUM PVB INTERLAYER. ,&M.13H4' LAMI Ki: (1) LITE OF IN ANNEALED GLASS. AN AIR SPACE AND 6016' LAW CONSISTING OF (2 MAXIMUM PVB INTERLAYER ) LITE8 OFUB" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR 2. CONFIGURATIONS: OX' (111, VIEW AND RADIUS TOP, ALL WA LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.M 4. ANCHORAGE: THE 331x396 STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT. SLE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTER ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. LACES: TEST REPORTS FTL4446. FTL40A FTL-4647. M-4446. FTL-4448, FTL-48th. FTL401. FTLr4723, FTL4967. M 49W AND FTL-Wft ANSUAFSPANDS-2501 FOR WOW CONSTRUCTION ADM*- ALUMINUM DESIGN MANUAL S. SERIESNODEL DESIGNATION SH700, ALSO REFERRED TO AS 811701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY , HURRICANE ZONE (HVH2). SHEET GENERAL NOTES»....... -..1 GLAZING DETAILS——- 2 DESIGN PRESSURES.......3 ELEVATIONS.„-..........._.. 4 VERT. SECTIONS......_ 5 NORIL SECTIONS............ 8 PARTS LIST „..»................ 4 EXTRU8KM....„..„....„„. 7 CORNER DETAIL_—. 7 ANCHORAGE----... 8.11 ��..... �i i J.L I 1447/11 DOFaOm"MWanomw �T%S �in 044tH! C''SFx lvam a n�egoc>a� :GMNEPAL um. S/NOLEH NO WINDOW IMPACT ' �, /ONp`�.� NOIOOAi�,R.SNiE74 ' r ALYWRALL�,P.E. AK 1M.m 0 766 8MD0 IV75X 1 r 11 .4010+24 D FL PEJ I>'8M V CSO N 1!Y NOM. GLASS BITE 0 Lit7�� ■111 1 t�KfiL�>CTi tfl 1fir ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER UIP ANNEALED OR HEAT STRENGTHENED GLASS 6110' NOM. 6/16" LAMINATED GLASS NA BITE 39.90 or 91 NGTHENED GLASS INTERLAYER NGTHENED GLASS ,GLASS 13/16" LAMI IG GLASS W/ 6/16" LAMI ® NOTE. LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 311W WITH NO CHANGE IN DESIGN PRESSURE. 1/Y NOM. GLASS BITE - aEXTERIOR INTEL) (ALL SECTIONS) 3116° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PV13 INTERLAYER SHIP ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7/16" LAMINATED GLASS UY NOM. GLASS SITE 0 PRODUCrIlMEW Wbo PImWa 3116' ANNEALED OR HEAT STRENGTHENED GLASS = SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS WHIP LAMINATED AIRSPACE �`1y VYNN Mlli„_��i�� IW TEMPERED GLASS& 13118` NOM =,: 6670b 13/16" LAMI IG GLASS W/ 7/16" LAMI AL ( to It ' u, GLAZING DETAILS ''�O ��LAos+�oP' �Gl` ALUhJ. SINGLE MONO WJNDOWJMPACT 'A i�ihdNwmt P E.` B 811106 FUR 1 2 a 11 40411 D PL P.E.I Sm 0`0 CO N nvc vn wn ■ V.Wnp% . rm WWIMLPvnGp m n■vn am%. yr I mv■s ON FLANGED WINDOW TIP-TO-TTIP-TO6TlP FRAME DMIENSKM TABLE 2. w V- -ON v MEETING RAIL MEETING RAIL � 1 GLASS TYPE 61N' 68' I w 70" 72' 74• T0" +80A -00.0 -49.0 +EGA 600 +f.0 60.0 440A •80.0 +EDA 60A +80.0 +80A -40 0 +60.0 -80.0 +10.0 60.0 40A •80.0 +10.0 60.0 +60.0 •EGA +70.0 -70.0 A. +40.0 600 +40.0 -40.0 +80.0 -60.0 +80.0 -40 0 478.E 78.8 +77.5 77.5 +70.0 -a A,S, +40.0 60.0 ►40.0 -40.0 +70A 70 8 +78.2 78 2 +76A •70.0 +78.4 784 +74 0 T4 p MW VIEW S RADIUS TOP FLANGE OR INTEGRAL FMN WINDOWS W/ HIGH SILL OPTION ® ON FLANGED WINDOW TIP TO -TIP YfItA10Yf f GLASS TYPE 38 31S I 44" I W 6M" 1 85" 'f2" 74" TABLE 2. w v MEETING RAIL A.B.+400 I 60A 1010.0 1 -80.0 1 +WA 60.0 10&0 1 600 +70.0 1 70.0 +70.0 70.0 +70.0 -?aS � A,B.MA I 410.0 1 -80.0 140.0 1 -10.0 1 +10.0 600 1,17t9l T0.0 1+70 0 -70.0 +70.0 70,0 +70.0 -70.0 +600 I -10.0 I ou I -60.0 1 +10.0 600 1 +78.0 -71.0 +700 700 +40.8 68.8 407.0167.8 +see .Wna +eae .ee.e +eee .aae +fft.e .,.a +Aee �e.e +ee_s AWT +es.e I .e" IA VIEW & RADIUS TOP FLANGE OR GRAL PMN WINDOWS W/ HIGH SILL. OPTIONA TABLE 3. A ON FLANGED TO=TIP D W ift11 =114�W BASH NtlMW (MAL Ht. WSAIM- W PIANIWD AND 78" � e" 1 GLASS TYPE 17 fW 11!18" 2E SfW 55 3W 50 6118" 4411/1 W 410" 16118" SASH 'DCF.J%KL 00.0 -100 +60.0 -80.0 +80.014041 +10.0 600 +70.0 -70.01+7401-70.01+7&01 -70.01+70.01-70& HT. MEETING RAL TYPES: TEST lapoars TABLE 4. VM-(iArA,.090,WN FTL4647. 4046.4728, 4087 UYA- U8°A,.000,f F7L4W 4848 WA- 18"118,.000, MAW, 4015 v1n - ib" .080. Sl1ffia M40015, 4486 ua. tsrfl"a.a9e_ sns"� Fnae�s O. 13118' LAMP 0 • V8" T. Aft SPACE, 6118° LAMI - 1/1"A.. iw M 411A 472.4 t �No EMWWO 0 - U8" T. Aft SPACE. 6118" LAMI - 1/1"A,.OE0,1 FTL.400 41 0 - fAr T. AIR SPACE, 6118' LAMA • 1SH8,.000. WMI FTL•480 0 -'U8" T. Aft SP 7110` LAMA - /"A..08% ffii4" FTL4040,4100 0 - IW T, Aft SPACE, 7118° LAMA- (SM8"A..000, 3fi9WS FTL.4840.4680.4068 0 - US' T, AIR SPACE, 7116° LANA- ,.090, W FTL•4840,4681110.116'A, Aft SPAM 6116" tW - tiffAAK 1/1"A M41003 `�� .1 %.1(14NMq (NOTES: I. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A PSITIVE DESIGN MSSURE OF +0.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DE81ON �r PRESSURES ARE UNEFFECTED. Z* No• 6670 2 FOR INTEGRAL FIN WWDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING I- FROM THE PLANNED TP -TO -TIP FRAME DIMENSIONS. S. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 811' MINIMUM TO 3/" MAXIMUM. ,& OWN. O CItANObDOAPtBA46TYFB707 PR0YH8 Nlt10l1AIB fLi1 ��$ S ........... LO 1616 ff»Sne a p��OY nowALtJIb>. SINQLEHUNOWlA100W SACT A.LYIYIw(�1,�RE p R erSl00 NTS 3 + fi 4044+20 D FL P.E.A 88706 53 Iff MAX. FLANGED WIDTH 621/8" MAX. I.F. WIDTH 48 618° MAX. FIXED DLO (ALL) D --, 176' MAX. SEE DLO I.F. TABLE O / D rJ HEI SEE D' TASL � TABLE (MAX)BASH L X j 38 7H8 MAX DETAIL 481/4' MAX. /ENT DLO (ALL) DETAIL A 1/1 DETAIL B 76' MAX 176' MAX I HEI DLE � HEI ® sTA O j 78' MAX. TABLE O � 7W I IAX FLANGED FLANGED HM WT HEI, IHT E X j SASH SEE DLO ABLE )C jSASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. WE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR OORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT. PALON 16�Y NOIR, FL 8fsf7� X DETAIL C VERTICoAL DAYLIGHT OPENING DETAIL FUM UTE O I BILL me" BELL A 1 34 11r 34 1 B1 41618" 1 1/4' 41 114" 40 7 62 618' 6211H8' E 1 62 114• 82 B✓18' DETAIL LOW BILL HIGH BILL A 341/2' 34 3/18' B 27 7M8' 27 Ue' c27 Mr 2 118' D 18 16 3!4 E 18318' 1314 4 + 11 1 40" 78' MAX L He �iT 78' FLANGED HEI NO 4 A. LYN(41t$11S,P.E. FL P.E.0 68708 0 I+--2784"—*•� INSIDE NOTE: ABN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) W FROM EACH SNE OF SASH. INSIDE 1 -- —MAX I r VENT DAYLIGHT OPENING -- V I Will -II I - I�'L-��u� NOTE: BALANCE PARTS USED I ® BASED ON SASH WEIGHT 9,10,11,15,18 MAX. FD(ED LITE DAYLIGHT OPENING I OUTSIDE MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS 8 INs� 47 HIGH SILL LOW HKiH SILL WAD � 710' 7-A &.F. FRAME+72*1 =aim (LOW SILL) �✓ SEE NOTE ABOVE 54 84 i i `��N.I {YNN �i�, 3 30 12 ULTRALIFT @)- 9 87 �.` � : ��cENSF *,- ONLY SECTION B•B 12 �IITI� SECTION C -C = * r US (LOW BILL SHOWN) ALTERNATE HIGH SILL SAD DETAILS- RANGED VERSION ilY07R1 o ea7rsssr',�3CCTlOV3 ®k-*-...Fton A ,ws o Noc nor FK twsoe s L . sCo n7Eay.oCAOVAW rs+ate �� SIANXE HUNG WAW%( IMPACT aLiedIONAt FJG AMAes J azw � 4 SHOO 70 S a 11 404&0 0 FL P.E.A W= co N !----2.784 71 1 2.030 FLANGE FRAME HEAD #4002A, W03 -TB #40308. GOWTO O FLANGE FRAME JAMB #4004,8063-T5 LASED AS RADIUS TOP HEAD) O FLANGE FRAME SILL (LOW) #40M.6003 -TB OSASH STOP #4728. 8083-T5 .052 21 FIXED MEETING RAIL 23 SASH TOP RAIL 0405" 8083HD-T8 04008C, 00831 -TB tom --2.704- ---I n FLANGE FRAME SILL (HIGH) #4030A, 8083-T5 1 or 47 -+-1.813-j 730 040 I (1H & 17 SASH STOP COYER #4083.8083.75 � r I.F. r SEALANT ALONG ENTIRE JOINT rtrt//% 2�i LF. FRAME© 6 or 50 WELD 8 or 50 ALONG SCREW SEALANT OR GASKET aos3 (2) AT HEAD AND SILL tf VIEW D -D VIEW E VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — — — — -+-' 1.185 t - I �� .878 1098--i moi 41 GLAZING NG 5/18° � #40308. GOWTO 31 SASH SIDE RAIL 04008, Nos -T8 28 SASH BOTTOM RAIL (LO" 04007, 80 345 J150 O GLAZING BEAD 7/16" #4222, 8003.78 88 SASH BOTTOM RAIL (HIGH) #MIA. 0083•T5 P.OSQOf mmOmM m t.t15T rI� 45 GLAZING BEAU. 7/16" Sam ems -Ts (Lm Vw GRILL IIaT) — I m0 --p;4—.575 1.098 C{•• • { 42 GLAZING .5/16" #40449.800'3-78 (USED W/ GRILL KIT) an I_-_ 0 T—I �+—�-1.oW IA.GLAZING BEAD. 13/1 `LI 94087, 60&+75 FRAME CORNER DEWL FAWG WINDOW IMPACT 7 r 11 4MO0 W ,swunir,, .rr-- r 6tolo(rr1 �n.•otnaPO.. A. LVIdIVMIt L�13 P E FL P.E.# 88708 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE & WIWDOW HEIGHT 48.803 62.603 pp 88.803 84.803 78.000 ANCHOR TYPE. R SUBSTRATE: 28.803 34.603 40. 3L22 WIvvwmwow GLASSJ* TYPE §' 2N N ��N 3N 'U* cq 8*ION - C,D,E,F,G, 1 1 1 1 1 1 1 11 1_18.125 MTG. RAIL bis .IAMB BELOW MTGL RAI _1 H,LJ,K,L 1211111211122212222222222222222222222222232283 IWLOWS IW IMPACT 4040,20 G FLP.ExSam 1 1 A,B,M 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 _I 12111112111222122222 _1_ 2:22E 222222222222232233 24.000 C,D,E,F,Q 1 1 1 1 H,W,K,L 121112121212221222222222222222232222232223332233 _-2 _1 1 1 1 1 1 _1 1 1 1 1 1 9 _1_ 1 1 1 1 9 1 AB,M 1 1 1 _1_ 121112121212221222222222222222232222232223332233 1 1 1 1 1 1 1 1 1 9 1 1 1 _1 _1 1 1 _162_1 _1 C,D,E,F,Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 KkAKI.1212J22 1222231223232223232223332233343233343344 AB,M 1 1 12121222231223232223232223332233343233343344 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C,D,E,F,G, 1 1 1 1 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 ��H,I,J,K,L 22121223232223232223232323342333343334383344 _2 _1 _1 A,B,M 1 1 1 1 2 122223 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 E223232223232223232323342333343334383344 PSF 78 CPA,RG, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 MAKI.2212222S2223232223232323242333342334363334483344 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334353334453344 PSF 79 44.000 C,D,E,F,G, 2 2 2 2 2 H,I,J,K,L 2222222322232322332423333423333423343633344834 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1.46 A,B,M 2 2 2 2 2 222222232223232233242333342383342334563334483448 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 22 222223222334233334233434 233438333436334548486 3 A,B,M 2 2 2 2 222222232223342333 2 2 2 2 2 2 2 2 2 212 2 2 2 3 2 2 3 2 2 4 2334342334353334383348483486 PSF 72 79 78 83.128 C,D,E,F,Q 2 2 2 2 H,I,J,K,L 222222232223342334342334343334383344483448483488 _2 2 2 2 2 2 2 2 3 2 2 _3 2 2 3 2 3 3 2 3 A B,M 2 2 1 2 1 2 22222223222334233434233434333.4383344483348483448 2 1 2 2 2 2 2 2_ 3 2 2 3 2 2 3 2 2 3 2 3 _2 ;;W, NTS P -11 1. ANCHOR TYPES: 1-1W ELO O TAPCONS 2- U4" ELCO S84 CRETE4M ® 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMICG DIMENSIONS. W-40: 18111" MAX. FROM TOP CORNERS JAMBS 171/2' MAX. FROM TOP CORD IV MAX. FROM BOTTOM CORNERS 8" MAX BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL. CRITERIA OF [(OTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8—DESIGN P JRE UMMATK7N3: SIZE SCOOTS OF THE TAIBE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MA)aMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTH EI"E, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE Sim AND GLASS TYPE 18 AVAILABLE. TABLE IMY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAI. JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 2 3 MTG. RAIL bis .IAMB BELOW MTGL RAI = No• Q- o cz %gyp , FLOW., �ca� ., SS(ONP4 A. LY4tlIIQ2El�, P.E. IWLOWS IW IMPACT 4040,20 G FLP.ExSam ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE & 2 2 �0'MM WN)OW I-EXW 8UBSTRATE: 29.8Obb 37.156 44.868 S9J366 87.1Q86 74.866 78.008 lzuQb2.168 p `�ANCHOR c� p Q i -8 0as�$ N8�8�0-11— 11-:i�U N8'�� N -8� «8 $' 881' JAMB BE 8 MTQ RAILt TYPE �I {� 9tp ap ..t =E.F.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 19.128 H,I,J,K,L 11 11112221222221222222222222222222223222 _1 _1 2322232 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111112221222221222122222222222222222322232322232 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24,000 HLJKL 111 1 11221 122222222222222222232322232322232322232 _1 _7 _7 _1 _1 _1 _1 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111221122222222222222222232322232322232322232 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 KL .LKL 111111222222232222332233333233332233433243433243 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111111222222232222332233333233 332233433243433243 POF 89 87 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 HIJKL 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 313 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 41313122 4 3 4 4 3124131 A B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111122222223222333 22 333333 33 33 2233433243 443243 84 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 1 2 1 2 2 2 2 40.= KIJ,K,L 111111222222232233332233433343333343443343443353 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 —2F2 -21-2 —2F2 2 2 2 2 2 2 2 2 —55 1 R 1 1 1 1 :2L3 2 2 3 3 3 3 2=2 3 3 4 3 3 3 4 3 3333=434—F44 3 3 4 3=4 3 3 PSF 49 79 SA 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.Wo H,I,J,K,L 111111 2222223322333.12333443343443343443343443384 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111112222 22332233 442333443333 443343443343443354 P8 45 74161 74 79 79 AD,E,F,G, 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 KIAKL III 1111222222332233343333443344443344444364444384 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 11111-1x22222332233343333443344449344444384444354 PSF 41 97 49 67 78 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 $3,125 KIAK,L 111111222222333333443344443344443344b84354bS43b4 AB,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 3344443344443344b443b4844354 11111122222233333344 1. ANCHOR TYPES: 1-114' ELCO TARCONS 2-1/4' ELCO SS4 CRETE -FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2' MAX. FROM TOP CORNERS JAMBS -17112• MAX. FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS S" MAX. BELOW MTG. RAIL ®SILL -ANCHORS NOT FB:Ql31RED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2 ®. d TAB.E WIDTH AND HEIGHT DIME IMON ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS �jARE V LESS. &t1ESIGN PREBSIJ LpY11TAT100�3: 8 THE ABLE WITH A BOJ) ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESM PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGl PRE88uREFOR RESPECTIVE81 AND GLASS TYP AVAILABLE. TABLE KEY: JAMB ABOVE 2 2 �0'MM �`9sB OW $' 881' JAMB BE N * MTQ RAILt I. • Q o {� Of �I {� 9tp ap ..t F 1tlf90B 8 BYBBB qO 8912%14au wee ar• �. A. LWL %P.E- Fx f� a MY > Ha+ro► 8rn40 MT3 9 s 11 4Ma 0 FL P.E# 88708 ANCHOR QUANTITIES ABOVE MEETING RAO.(HEAD SUBSTRATE. 17.126 n/22 W6VDOW NQN �GeMJR N8e-$N MTH TYPE &JAMBS CUSTOM YVINDOW HEIGHT 1 N e-8 �QN��- FLANGED WINDOW HEIGHT MDIUS BASH HEIGHT TABLET, MINUS GASH FEKGHTFROMTABLE S. 64 298 N N�� I� Q .(7Q�_ Q65. 814 8MN 3.NC1'V� N 'U 19.126 D.E,F.J. KL 1 1. 1 ...�.. 1 1.. i�Si11 2 1 .. 2 1 ....Z ...z 1 - 1 2 1 2 1 2 1 1 .2....2 1 .. 2. 1 . 2... 1 2 1 .. J.....2_.. 1 1 3 . 1 _.3 _ 1 .2.... 1 3.....3 1 . 18 _.3_ 1 ..3... 24.000 D,E.F.J.1 KL . ; ._' 1 1 '. 1 _2 1 ..2.....2 1 . ? 2_. 2 ..2_._2....3....3.. 2 1 1 2 2 1 2 2 2 2 _a_..3. 2 1 2 2 2 2 2 1 2 .3_ .'2 ..-3- 3 ._3 ...3._. 3_. 3._ -Y, _ 4 32.000 O.E.FA KL 1 ~1� 1 1_ 1 1 1 2 1 1 3 2 3 1 1 3 3 1 3 1_ 2 1 3 1 4 1 3 9 4 1 4 1 3 1 4 1 3 1 3 1 6 1 1 2 2 2 3 2 1 3 3 4 3 3 4 1 3 1 P8 40.000 74 79 2 2 2 2 2 2 3 1 2 1 3 3 2 3 3 1 3 1 3.--4-1 3 3 4T 3 1 4 4 1 3 14 44.000 10 78 37.000 D.E F.J. K! 1 1 _,.... 12 1_... 2-_2.. 1 2 2 2 __3 1 _2 2 -3---3 2 1 _.3_.-4. 2 2 -3 1 3 2 _3.._4- 2 1 3.. 2 .4._ 2 4....4 1 2 6 2 B 1 . 4 2 6.. 3 PSF 4 4 3 4 S 3 4 5 3 79 79 79 N M 79 2 2 2 2 2 2 33 3 4 3 4 4 3 4 6 3 4 b 3 b 5 3 6 40.000 D.F-.F.J, 2 2 2 2 2 _T'_2 2 2 2 II 22 2 2 2 2 Z 2 2 2 2 2 2 2 2 KL 1 1 1 II 3 3 3 4 3- 4 4 3 4 4 3 8 4 4 $ 6 1 4 1 8 pep 70 78 79 771 79 79 79 44.000 D.E.FA 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.1'.1.1 2 2 KL 1 1 1 2 2 II 3 3 8 4 4 4 4 3 8 4 3 8 6 4 6 8 4 6 P8 78 79 70 79 79 71 79 79 78 48.000 D.E F J. 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1tj 2 3 3 4y 4 4 6 4 8 3 4POF 71 797i M23 8$ 77 M63.126 D,E.FJ, 2 22 2 II 3 2 8 3 2 3 3 2 8 3 2 3 3 28KL 1 1 2 3 3 4 4 4 8 4 6 8 S 8 8 B 7 8 6 7 - ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WIDOWS BASED ON SASH HT. TABLE 8. SASH HEI*IT 8UB8TRATB. 72.778 15.778q 18.778 1 21.7781 24.778 27.778 30.71$1 31.108 ANCHOR TYPE WNDOW ril-11-1 N N N N N N N N p WITH 19.125 1 1 1 1 1 2 1 1 2 2 1 1 2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 24A= 2 1 1 1 1 2 1 2 2 2 2 2 1 2_2 22 2 2 2 2 3 2 2 3 2 2 32Q00 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.E 79 2 1 2 2 2 2 3 2 3 3 2 1 3 3 3 3 3 1 3 3 4 3 3 4 1 3 1 4 40.000 74 2 2 2 2 2 2 3 1 2 1 3 3 2 3 3 1 3 1 3.--4-1 3 3 4T 3 1 4 4 1 3 14 44.000 10 78 2 2 2 2 2 2 3 2 3 9 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 83 72 79 2 2 2 2 2 2 3 2 3 4 1 3 1 3 4 3 4 4 3 4 S 3 4 5 3 4 63.126 118 N M 2 2 2 2 2 2 33 3 4 3 4 4 3 4 6 3 4 b 3 b 5 3 6 K01=ft FL 4 211 PA. BQX 1QII0 NgQOlIB.FLBt�)4 ANCHORAGE NOTES: 1. ANCHOR TYPES, 1-114" ELCO TAPOONS 2 -114 E -CO SU CRETE -FLEX 3.1112 SCREWS 2. ANCHOR LOCATIONS ARE BASM ON THE FOLLOWIINO ® DIMENSIONS: HEAD -181/2" MAX. FROM CORNERS JAMBS -171!2" MAX. FROM TOP CORNERS 11112" MAX. ABOVE THE MEETING RAIL 8" MAX. SELOW MTM RAIL 16" MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED • DETERMINE THE ANHOOR QUANTITIES FOR CUSTOM ®VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL C:RITIZRIA OF NOTE 2. USE TAKE T. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 618" MIL. TO 30" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. B.OEi8IGP1 PRESSURE LOOITATIO�L A 812E THE ADJACENT TABLE WITH A BOJ) ITALICIZED VALUE ABOVE THEN, INDICATE A MANOMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS S SHOWN IN BOLD. OTHERWISE. THE MAWMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE ® TABLE 7. KEY: MAX PSF (DP LIMfTED) 112 HEAD 2 JAMABOVEI 2 MrG. RAL (FULL DP) HEAD 2 JAMB ABOVE=4 MTG. RAIL ® TABLE 8. KEY: MAX. P8F IDP IIMFIED) 112 JAMB BELOW 2 1�Illue ��0 . 1Y 1Nq��ii �� 0U We RAL FULL DP * : 140.68705 JAMB BELOW 2 = ; Wa RAO- �� l or NTS 10 r 11 I�� 4MM DI A R 01 N 3.38 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) Exmroog INTERIOR ALL HEAD AND SILL DETMS) CONCRETE ANCHOR R "(SEE NOTE 1 & 3)® 2x WOOD BUCK B(SEE NOTE 4) �'�'::,.;',• 13/8"MIN.,1/4'TAPtX)W® i 3W MIN., IM- CRETE -FLEX 1/4' AMAX SHIM 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED 114' ELOO TAPCONS OR 114' SS4 ( MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MLAMIAADE COUNTY, USE 012 STEEL SCREWS (GS) OR (SEE NOTE 2 & 3)® 114' 884 CRETE-FLDL 3 FLAT HEAD ANCHOR WHERE RUN KIM MUST HAVE 012 TRIMFIT HEADS DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE MIN. 1114, IlC MAX. SHIM --i 1 •- I MIN:. 114'MAX 09MI PH BELOW MEETING RAN.. (SEE NOTE 1 & 3) 3.38 RCI MIK CONCRETE +..:• OR 1.8 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% MET, THE REWWrIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOO NS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FUN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MNi LED APPLICATIONS IT D EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE SIT. 8. ANCHORS ARE NOT REQUIRED AT THE ELL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF FOC CURRENT. EDITION. SECTION 2003.8.4 (SUPPLEMENT NM WOOD ANCHOR, B wwMEETING® RAIL (SEE NOTE 2 & 3) INUma lO 2x WOOD SUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE v4• 131' DIA. MN. x2 lir NAIL, AT CORNER AND 8' O.C. DETAIL F, (HEAD) .131• DIA. MIN. x 212' NAIL, AT CORNER AND 8' O.C. L L-.131' DIA. MIN. x 212' NAIL, AT CORNERS AND 8' O.C. DETAIL E. (JAMB) TYPICAL. INTEGRAL FIN ANCHORAGE Naooene = 114' MAX SHIM T DETAIL G. (SILL) amm I N TSI 11 + 11 LYNN AF ftolv IMPACT 1'''CSSfONAL��•��• w. A. Ll�MO.LLIR; P.E. 40400 D FL REA WM5 Ka N 4. WOOD BRICKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 iM. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WDOD BUCKS DEPICTED AS 2x ARE 112° THICK ORWMATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCO TO BE ENGINEERED BY OTHER OR AS APPROVED BY AUTHORITY HAVING JURISDICTKK 8. FOR ATTACHMENT TO ALUMINUM. THE MATERIA. SHALL BE A MINIMUM STRENGTH OF 8083-TSANDA MINIMUM OP IN THICK THEALUM INUAM STRUCTURAL. MEMBER SHALLBE 1M, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MIAX MAX SHOWN IN THESE DETAILS FOR2x WOOD SUCKS. THE ANCHOR SHALL BE A012 SHEET METAL SCREW WITH FIAT ENOALlZ MENT MRO THE ALUMINUM IF THESE CRITERIA ARE 1114, IlC MAX. SHIM --i 1 •- I MIN:. 114'MAX 09MI PH BELOW MEETING RAN.. (SEE NOTE 1 & 3) 3.38 RCI MIK CONCRETE +..:• OR 1.8 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% MET, THE REWWrIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOO NS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FUN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MNi LED APPLICATIONS IT D EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE SIT. 8. ANCHORS ARE NOT REQUIRED AT THE ELL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF FOC CURRENT. EDITION. SECTION 2003.8.4 (SUPPLEMENT NM WOOD ANCHOR, B wwMEETING® RAIL (SEE NOTE 2 & 3) INUma lO 2x WOOD SUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE v4• 131' DIA. MN. x2 lir NAIL, AT CORNER AND 8' O.C. DETAIL F, (HEAD) .131• DIA. MIN. x 212' NAIL, AT CORNER AND 8' O.C. L L-.131' DIA. MIN. x 212' NAIL, AT CORNERS AND 8' O.C. DETAIL E. (JAMB) TYPICAL. INTEGRAL FIN ANCHORAGE Naooene = 114' MAX SHIM T DETAIL G. (SILL) amm I N TSI 11 + 11 LYNN AF ftolv IMPACT 1'''CSSfONAL��•��• w. A. Ll�MO.LLIR; P.E. 40400 D FL REA WM5 Ka N BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO, Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: 18/92 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 This NOA is being issued under the applicable rulis and regulations governing the use of construction viewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (1# Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division gJ this product or material fails to meet the requirements of the applicable building code. product is approved as MEMO herem, an FD e 1 '. g Op- q __- eel -- ,including the High Velocity Humane __ e. _ _ SCRIPTIO : Series 6 8 W/E Ontswin O a ae Steel Doors - L.M.L- w/ o Sldelites N.IPROVAL DO wing No. S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signal and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. follow alt: " -lAd ' 1 b6ict Control Approved", unless otherwise noted herein. T W..SLL Orts1FOA 9k1lP&5;o&tVeUah& k 44wal application has been filed and there has been P.O. ra Ming the performance of this product. on date or if there has been a revision or change DATE REO+a in the mate*ls, use, and/0r1VAW4VWAAf m ==s. Misuse of this NOA as an endorsement of any�p o Wes, h. nr* advertising or any other purpWgffiall automatically terminate this NOA. Failure to cor p M sgion ofithis NOA shall t,P ��on and removal of NOA. hppR0 VEAJV5JV': Thai Miami -Dade County, Florida, and followed may djV1ayed ink =g uh+.r W= If an portion of the NOA is di la APP Y � Y lm sP Y4 then ACCEPTt:,D X11iy_ - �tiAt of stW ; �r - l Wprov decfito the user by the manufacturer or its "t©rs and shall be available for ifigpeftion at the job site at the request of the Building Official. a on APPI;sl' hThCd Slles`NOA-146.47'} and cons of this e 1 and evidence a E- O d d- pages ^m r-.Fr�ERA� cowo � ►e ►t�tio {vas reviewedh}� elDf(;Asebn, Pt kNO APPROVE SHO R : ! ,EPdSdO d i AN , CG COFiSTR�1CTlON C CSP+ SdAT, '', ddITH 0 11FR TRP�� THE AR!'WT NOA No. 08-1015.05 WILL TAKE fd0 AC PT KE AP b A F ",2 Expiration Date: Angast 15, 2012 9 F 3}I SHEET i if DI tiED, RE LY C061TRACT DOCUMENTS. Approval Date: December 12, 2008 f , Page 1 19/92 Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBM[rMD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per PA 202-94 5) Cyclic Wind Pressure, Loading per PA 203-94 6) Large Missile Impact Test, per PA 201-94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02-121L18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300-02 (Submitted under NOA # 07-0731.04) D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07-0731.04) 3. Laboratory addendum letter for Test Report no. CTLA-696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02-1211.18) 4. Laboratory compliance letter for Test Report no. CTLA-696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and d y esh Patel, P.E. (Submitted under NOA# 02-1211.18) , Jaime D. ancon, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E-1 Jeld-Wen. Inc. (OR) 20/92 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07-0731.04, issued to Jeld-Wen, Inc. (OR) for their Series "618" WJE Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — NJ.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. ; Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E-2 11-24 IN C I. in PRODUCT 6 VERM TO OO1ar NM MK CIAMN RAN BMW 000E AND NOR VE.M NURR1viNE ZONE 11W FAME19M 2 MOOD Bl!<d15 fN 011 KW N AMMORED PROPERLY ro lRvw R LOAD ro 11ff SiRIlCRAPE 1 PRODW AMOHMS SMALL BEE AS UM AND SAM PER ANOW LOCAAOM NEW sneca 4. SEE TABLE I ON RIS SFW FOR DEMN MMSStIiE M4MM 3 TM TIE PSTHE E am Ram. FOR 7lVFlZ' Zd�s SEE 8 ODORS ARE 81PACTED AMD DO WT RE012RE WW -W APPROVED WPACT RESISTANT SNUTJERS. 7. APPROVED WACT RESWMr MMERS ARE REUrn LCOMFXNANI OPIMMI AMD CMI BE USED 8I A SINGLE OR DOW EBdd.tbft 24 gm (002/9 ndn<rtaan fhkdoreati Orad A-523 Oona ardd 9 7 - A& Pa' ASTM 820 eIh auaolp N*ft n ykdd shnP FXam)mftB00 PSL fie wM 1.0 to f10 0e./d demly, by 000fJhm_ 1M oft aw &muw Paaeb aro amkp ed From and Wftm am Gert W ow Me ttop o w bdt m Trak notv LVL (a =masa i.87' side r fA42' Mph, the eteet Gotham rad Is rod fennel 0.021' 96mi ed the L iadehfwe .21ad Pakarooa F� op see shm mom" 1.87' x 1.0' The kda* =arty b Ailed wah p "b"m The fm emb am OW ID ft P*brm t the eoeA G? MMM hom 240A (0.020' md,.) 8 ataeL The edges of see Face =host ae bed 80' aw M,e aw OW to B Do aldaBta pmmb aro routed to mmw � LlGe Ram a fhe aptkraN TdnBy 49" Fw, (See shed 7 � !�D detudla) The d!e bane= oro coded a/ O5O pto:inp oompae,d on Oro audxlor. EmmQubdaTM barge am NnMmeted hem Panderoea Pira ppm me"N" 1.23' atdo x 4.3823' deep. The deer and SMO& heed jwn am nwaw aid butt Jotrmd to Mro e1& Jambe aw aMaded rid (3) 1tGl 2• x 7/18' arorm ebe The Oft uae a edmatad trarp� tea Parke fhreahadd meamkq 4.041 deep x f_0' Mph. The MmdW b abded to 74.3' WX OA FRMS MW 7023' WX aA AWW" NR11t 873' TYP .123' 73' .73' I'M 133' WX OA IL 38823' WX OA �, lYP awlYPAM owl StDEl1E FRAME N PAU WN 3r WX DA WJMX OA PANEL BM PANEL MM Or AC Emu wxWX 80' i� joY OA D.L.0, FvM 0 1 amt M HW PANEL 81123' 81.23' • A I0 4A W1L 81.28'0 F1ALA IXViT mm • flME a5/b• J � a73• -+ �a�' _I La] 'I uAAr tOXOI r�,�wmar.. 37F 73' MAX OA MU-MM 107• WX OA FRAME M123' .7S' IRRL 1VP. 13.5' WX OA .M. IV1 W AL 38' WX 0,A 38.823' WX OA SAM TVP. SWM FRW mm PAhEI Nm1tl 4' AAX OA T - I W/mm PAW MMM PAU WH 3r MAX OA 1PAM MORN 8' WX rin 7zMAX �BIE ACIhE OA PAWnow P 0 MAX 81.23• 81.23• a OA MAX WX Ola FRN OA 0 MW NEAiJFf ME 01 NEW � y a825' 0,73' ate. IAmT fM8f0I ia/ Arid-/�Wlr� BA�CT ItAef frl TABLE t: amFftt RRpO-twav •cm.4wads Plaids B imm itWMllBild BMW D--c+.u;Code tt "'` Propa� sy s Ddal)57 p-0plSAID RrrA+f7aa pseIde i (f `i �o& _ DO w m LIR (!q O1q >Mq 1pgp) leyMftida P.613V ll/b t5M-NP,V.7 SiRtRS '� w -37 pq ,ap cap=.PM += Scot aaa PM ac _ Flame 32WPGam: 321-880-1788 d em 5-2104 or m 77, HK ISEE NOTE 4 ON SHE 4 I*= BY OTHERS SEE NOTE ON SFR. �l 1 A' Il'"(c ". _A'►�' SET: NOTE ON SNf. now, �.y--jr F7 'f •rd' r{.ic . arra. NOTE 7 a ommplft vft do Fladft SNT:4 .114 ntvWm gi Oar WX SHIM in'." L EKED. WRA411L THROW BOLTS (2) TOM (1 Ei1QN) 031' OfA x an• in Ar nfo s mmTArr WERION 4 - ti. SEE NOTE P ' I SNL 4 AS111AGAL 1b 52 NOTE M3124 Wr SHM 7105 VVY FOR WNW Br ODORS i we 8-11-1 ppb BI earn N.TS am an JN a0L " SN oawa M ILC S-2104 Phone 121 -690 -IM Fm 121-690-1M � .L a - SEE NOTE ON SNr: SEE NOTE ON S0: SEE GLAZN MTAL% SHEET 7 SEE NOTE ON SNr. 0.73' �IIIIIol�;' _@CNA 3 SEE OEGiM. S ON SW 3 LU/m. I. SPAM FOR REM 128 THE 110 x 1' PFN 41 FK ATTACM THE OPEICAL ASTRN& TO TiE 0316714E DOOR LS 'AS FOLLO&% FROM BE TDP MW a T!E BM= IA0. 1.01. 23; 4.0; Sr. Mr. Me S 28.0'. 2 SPACMO FOR OEM 113 i1W IS x 1 W PLASCW 6 AS FOLLOWS IOP A B=KtRfR Y. awes 3A' M PROM &M COM ON 1t+1i iY. TIE c_rtiimrp U Jr, 13r, 23.0', 3W 320' A 83.0: 1 S'ACN40 FOR OEM pt iNE 1069E x 3/4' WO 10 NAL ATWW10 RW OGARV ROM TO TiE SMM AND REM 0 TIE iML X 1' BRA1 IMM NAL ArWW10 TFE MIUM CAP TO RE MULL W BAR VE1hEALLr. IS AS FOEL00- amr m mmm am BE amdim 1.2Y M FROM VICH COO M11N (1) NAR. me -Sm EOIMLLr ON nE 1.23' FROM M EMD * SX ion 4. RiO ATTAC M TIE SiRMW PLAN TO IW AW AND BIXS USE REM 123, A IS x 2 1/2' PFH WM SCITEM MTWN ATGIOM THE Sn W PIAiE TO TIW .(AIM AND SIOEUIE .NMB AT THE MUWON USE 11131124, A 18 x 2' PFM M000 SCI:M 3 SWM FOR M31 123 THE IS x 2 1/Y PFN M000 SCRIMS AMM TIE OM TOCEM Ar 1HE ARIOWN E AS FMLOK- a0' FROM EACH 4ERIICAI. CORNER WN (4) MORE SCRENS EOUAU.r SPACED ON iW FIELD, & iNE SMTELRE PAIWL. LS SECIATED 01tO THE SUM IAMB M'/ ON 120 SLIOOFE CAULK ON MW SOB AND 3/b' DUARIER RUM SOaM INTI! REM 131 BRAD TIMI WAS x 3/4' LONG. 7. MHEN ATTACiINO TFE FW40E 10 THE AIS ANO BUCK USE i1EM 127. A 110 x 2' PFN SCREM WM ATTACIAM TTE FNMA: TO THE Jn AND MR AM AT THE NAM USE REM 114. A 110 x 1 3/4' FIN WOW a SPAdNO RIR RE1M JO IW 16 x 1 1/Y AVOW SCREW (FRIM UIVRNO ET AS FOLLONS SMTII�U1EFRitlE RW TME TDP WN VEAMMIT'• 322. I&OW. 328123', 47312' & 82813: stetar fneME TDP dr &MR FMD' BLM- CK (1) SOREM' AT 4.4373' e. ALTEIP W CONI WMAIXM ANCM OF EGIAAW PE1iP01lIi1NCE G� CAN BE USED UPON APP�MRY THE ARGBW OR ENQAEER OF REDpTO FDR TiE FVAW W MSTALlA110N. 10 USE 11E11 151 Na NSTALLMO MF10 MW SUBSiRAiE AT WAD & JIMIBS. USE REM 123 *EN NTALLM6 ORO MULLIONS. USE REM 118 00 MSK MO = CONCREW/W90 W SUBSMVE AT S60ELRE SLLS cam 1.73' WL PANEL TTOL 1.30' MA am ME 3 SM. 4 SEE NOTE 26] 0 SNr 4vz NOTE 0 ON W. 4 am I WI SHEET 3 0.23' AM Sff ON W. 4�- SEE NOTE 3 ON W. 4 Or CLAW OEFARSS.ESHEET 7 TT.DD=Tt8VL9ED es �rar*$iap nitb ftm Fmk frassr'ac�, Ae:�Ym.x Ato L.Z.a:+:au mo h`p Adit;rf -� Cieiaw r�ZW sw 7 m 5-2104 i 743• iWL OA FRAl1E WEDIFI %23' wax OA fRAME rtonl SIX On MOW] L>EtA#. 2 . . ... . . . .. . . . .. . . SEE MIAL 443' lYP 9.7YP. ON IM SFR. �.{ �{. !J TVP TTVP.1P• J• I I "' 1 TW. M. TV. Jt. s - SE NO T 4 3t' SIMS 0 13A,SLE DIM6 0 13 45* SEE cm 3 91Jr (oNM$ W. .- - Lit 23' ON IMM SM - VAX*A OA y Zg FR ME 330' I I FM]GF' R- t0]GFR - 3t• JB.B23' 3'117.112.12Y J• T1P r T P -'i --I nP� Im Sir au t ON nos SM SWULE Wo Fm IS= w LOC t t 4 SEE NOTE 7 SHEET 4 / e 330' I f 3 S0' I I 1 p /4 t 6 I 4 SF0E1 4 DEGYL 2 — O ! WOf OETAO 3 O 1NFrfSItlLO MAIL 6 %& SMI PIATE ASIRAGM. STRIKE RAIE FUM ro DIM & WN SMW PIA�ASiRIGAi. MW PLATES TO 4W Pow rlo coma Dhwm LIEF to S . R J1' L W. 66BY » '® AK .1s• c-sNc I to s SEE NOME to �`— ON SW 4 COUNIERW FOR MIALLATIM AMOKOh � w o�0 9-tt-01 AWN�, ear NTS oro en AU �(� aoc en S SAFFELL r� ♦rte �' y Rom PM S-2104 6' Ti? O 13.x' war NAIL OA ME now ll 1 111 �SEEam 2 $3 ON SHEFT 3 TV. _ 4,Y' P rTYP�{ 1-- III np r TYP 1641' Trp. 1141* TV. I -N I -r rn L SE SffEMI $ L_ 6' Ti? O 13.x' war NAIL OA ME now F— ONsw3 DMW FROM 611iAlOR LOCUM r:* 7.373' 6' Ira. 31' SAACO 0 13M J1• G. SIRM 6123' SEE am i UM ON SHEET 3 OA 5-W 1 I MAN' 0 ml PRODtrcrRvimm wommdomwMamnorms O.04 gl DEM 4 SHEET 3 PRODUCT Rh -ASM TN! ai Y- iwu Me FWAft 1 ncuo xo ■ BY mm DJVWN MEWMINOMOLOOMMS Avg W. S-2fO1 ll 1 111 111 i l,� $3 T1P. TV. _ SEf NOTE 3 ON SEEET 4 — SEE am 5— ON SHEET 3 ON &50 I Y a . 1e Ira F— ONsw3 DMW FROM 611iAlOR LOCUM r:* 7.373' 6' Ira. 31' SAACO 0 13M J1• G. SIRM 6123' SEE am i UM ON SHEET 3 OA 5-W 1 I MAN' 0 ml PRODtrcrRvimm wommdomwMamnorms O.04 gl DEM 4 SHEET 3 PRODUCT Rh -ASM TN! ai Y- iwu Me FWAft 1 ncuo xo ■ BY mm DJVWN MEWMINOMOLOOMMS Avg W. S-2fO1 EXTERIOR 0125' ISL LEAP. Goss now*SS JVTERIOR O.M. GLASS ONOTE 2 L N EXTERIOR CDL. L8E FLLtIIE SINGLE PAIR: I/8' mrm Gm POLYGON Pmx C13 0.125' TOP, GLASS I.V ION. SP SPIE • GLASS nay 0.75• A 0.125, IMP, 75" x 50' MpWT GLASS INTERIOR h- 0.50' Sim SLUR GLASS BITE ]?ON 8 K 4 IMIEFFUME TWW LRE 1' 81StUM LOIPm Was LUM W-5007 0 SPAS 0.I lmwr. 0.50 .25' x .Jr CLASS an SLE N01E 8 ON SLR. 4 n" Ufa MAE8 L/Y Nwim mrw BASS PRODUCT R5VISED as cmv,'y:agwflh" Fbd RmWtm CO* "-Opm rccwooldo—f-aff 1, ni"A a Caetrd Pnpad BLe an w •fes �' OM M.. -LIC -tom --T 1.21• .i�i�� i.o0• ,2 mom 1J A"Om 45623' -- 218' 1.00• 1.042• 1.x /�/�j�%� � ' �� a>'s• OOOOVt L�iMI Llai LN - 11 LK 2. a 4 44PaVOERM4 PW 0.5ir -•{ 1.01r 1.843• »I LO -W { I I Om1• ate" i 1.34• 154• R5r a14' i 1+- 1,75 1.75' 2w 252' M 10 Smtm 0-LON OOS 650 43 POLWW O x 3.0' LONG 1,50" -{ Ir 1 12 f' m.-3wr ur ® . a4ra56• aJ73• --I I-� --I 0.62• O t.75' 0 1.74. O.OO O jx am A57Rx r NAS LUG O.J125' 214:1.01 a I O x 9• LI ecus: O 0 i.Re.- } 7nw, 1 oN eonr>a1 O 4, 0817 sum ® ® oP6Ae (6� t iLOliKi, 11.873' Ui USED 400' 1.75• 282• 0.125• LOW 0 0 L 0 0 0097• -4 444 ---+{ 041" x 4• x 0087' TM/L SIEq 4.041' -� TT \ S7,HY NOUAR EI fi1PF 11/K!,NeL�Im mm now Award W. jrjw R. 32 -U O-1766 5-2104