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RC-15-1258 (2) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8872 inspection Number: INSP-260508 Permit Number: RC-5-15-1258 Inspection Date:June 07,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: TOVAR,JONATHAN&ANDREA Work Classification: Addition Job Address:464 NE 82 Street Miami Shores, FL Phone Number (786)375-5533 Parcel Number 1132060140030 Project: <NONE> Contractor: ZABET BUILDERS INC Phone: (786)320-6740 Building Department Comments DEMOLITION AND ALTERATION TO INTERIOR OF Infractio Passed Comments EXISTING HOUSE TO INCLUDE KITCHEN BATHROOMS INSPECTOR COMMENTS False FLOORS WALLS 11 WINDOWS AND 6 DOORS. „n,() Inspector Comments Passed C(7 q Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4948 June 07,2016 Page 1 of 1 E(3O5) 97THVE SUITE z� Inc. 15-0000150-2 Nova Surveyors IcSURVEY NO 0S)2842880 � 229 LAND SURVEYORS L SHEET NO 1 of 2 r rl SURVEY OF lot 4&east 1/2 lot 5,BLOCK 49,OF MIAMI SHORES SEC.2,ACCORDING TO THE PLAT THEREOF AS RECORDE IN PLATBOOK 10,PAGE 37,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. ,r d i R G'j'E D BY E1TE ZO N M G D,'--PT PROPERTY ADDRESS: 464 NE 92 ST,MIAMI SHORES,FL 33138 FOR: ANDREA TOVAR 'L D G D E I I T LOCATION SKETCH Scale 1"= NT.S.11II1•)I ',i IO(,OMI)l IANCE WITH ALL FEDERAL 'A I1 ANI)c'()I 1N I Y RULES AND REGULATIONS Aj P/3 m /5", A', /7 18 /�1 ' :°!I 21 �.'�' I ,73 �'f�` �/0 1J 1� l3 { i� slSl Jllj, 17Al 7, a [ � � 1' •. ` i ,fes• � SUBJECT _ i N 0 It- PROPERTY i� � � *•� %51O of .,.._.._..�..-. -r . 56 44 - �---L- ; l I J.SII /G ,7 13 /3 ' 2p Z11 ! rz a3ijC4,c- 117' Jo JI { l ' -4 b0 .�0= ��!• 'tzG b -` �-ur ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.-FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL —ON-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.&EG.-INGRESS AND EGRESS R.P.-RADIUS POINT C.B.S.-WALL(CBV%••• AIR=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINYCFGNOE ••••:• AIS-ALUMINIUM SHED L.F.E.-LOWEST FLOOR ELEVATION EASEMENT • • ASPH.=ASPHALT L.M.E.-LAKE MAINTENANCE EASEMENT RAN=RIGHT-OF-WAY • • [;ON FEN • = E•• •• • B.C.=BLOCK CORNER L.P.=LIGHT •I.6. IRGHT POLE SEC.=SECTION - � • sees •• B.C.R.=BROWARD COUNTY RECORDS M.-MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 sf-,f OWS.w-M OD FEN&' B.M.=BENCH MARK MM=MANHOLE SWK.=SIDEWALK • • 0••0s: B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT .CM •4•t °MISTING EL•AZLONS • • C=CALCULATED NGVD-NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.-UTILITY EASEMENT •••••• • • ••••w C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYCIMI?NOTES ,• • •••••• CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHO1RIdb GS ARE REFiQD TO Ail AIsSlN11lD CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF Y CL=CLEAR OIS=OFFSET W.S.=WOOD SHED MERIDIANOY SAS PLAT IN THE DESCRIPTION OF TUL• C.L.F.=CHAIN LINK FENCE OVH =OVERHANG PROPERTY.IF NOIj THEN BEARINGS ARE REFERRED*60. --a=ANGLE COUNTY, RI1 MAPS. •••••• C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK 2)THIS IS 1SP IIFIC PURPCIDg JWW. EASEMENTS P.C.=POINT OF CURVE A -CENTRAL ANGLE 3)THE CLOSURE IN THE BODUVDARY SURVEY iS CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE • C.P.=CONCRETE PORCH PL.:PLANTER PLANTER =CENTER LINE 4)IF SFT.• • • C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND N 4)IF I-DADEI COUNTY. AF;E�ERj�EO TO D.E.=DRAINAGE EASEMENT SURVEYOR ZI MIAMEDADE COUNTY. •• • D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO EASEMENTS P.O.C..=POINT OF COMMENCEMENT NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 DRIVE-DRIVEWAY P.P.=POWER POLE CITYOF MIAMI BENCH MARK#N-603-R ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR#3250 SW E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 8.05 FEET OF N.G.V.D.OF 1929 F.F.E.-FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.I.P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.I.R.=FOUND IRON ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY-PARKWAYcopy. I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY71: COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 GI 7-6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027• USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECTDEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED INA>*- THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. BY 412 -2t ,,•� EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. Y ARCHITECTS SHALL VERIFY ZONING REGULATIONS.RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS.UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITY/PANEUSUFFOC 120852 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:N/A. REVISED ON: CERTIFIED TO:ANDREA TOVAR N GF 18,1 R .0 a��a ,' I wd`4�pSiFICgT�9* III I+� cj NO.2S34 '%tG yy +IIJ �E 2016 ° T G as•. STATE of LBY):. j 9`�gND BUa��y SURVEYOR'S SEAL S 1355 NW 97 AV SUITE 200 SURVEY No. 4 S0-2 MIAMI,FLORIDA 33172 Aly "�'(�p TELEPHONE:(305)264-2660 -qua '° r u .g a rs . `S 6 r. ` FAX:(305)264-OM DRAWN BY: LG.(AL) LAND SURVEYORS SHEET No. 2 OF 2 .- IA BOUNDARYSURVEY SCALE a 1"=20' C7 � J ti 1 t 22'PWY ,t . 9.15 .9.19 9.10 C014C.:SV1lK r .. • ': • •. •. '168.40 F.I.P 314' Qt eo F.LP 314° C' NO CAP `` NO CAP F.I.P 314° ;..::. ;,:'•;,:.,,;'• r NO CAP ao '; GONG.DRIVE <' - ;`•� 9.20 0 9.00 11.00' PL + 10.15' g 17.85 015'CL La b 32.80' 922 9.70' " I ONE STORY 4.86 RES. #464 + •••• 0.15'CL LOT-4 ••••.• ' a LOT-5 I F.F.E=11.50' •••• • ♦ BLOCK-491 L.F.E=11.00' BLOCK-49 •• •••• • • • GARAGE EL.=922' °f • &ENDER ,.�••. 11 .45 • �•..•� �iii'`� ••�. • $ LOT-3 •••• • (i3 A.P•) •• I14.40' BLOCK 49 •• • •••s�.p ;• a ..• ,+ ~•;? 13.00' 17.80' 10.48' a- • •••i • • 12.45 * 9.25 0.30'CL • • : - ..:, STEPS A1C 9.53 POOL • *•�••• i0.lI6'1'L 920 r- PUMP x • •• 9.08 _�. 'k ;1 32.00' POOL 91 7.70' L° 8.80q I . -7- 8.68 I 9.300.101CL + x�_ 0.50'CL 0.20'CL W.M 8.90 Ml LOT-20 LOT 21 LOT-22 BLOCK-49 BLOCK-49 BLOCK-49 SURVEYOR'SNOTE: There may be Easements recorded in the Public Records not shown on this Survey. Miami-Dade County Building Department 11805 S.W.26 Stm et,Miamn FL 33175-2474 'di ov/buildi E_..__ R GY.;§_QUND ANDLACT C'EffLWiC.ATE Building P t Non C-°' ��.t `"" 1 Prqicct Name. PAR 9kC Lt Atter We,the wadersiguil,bmby cafif3'Owthe AMMOACTaMb"bem inewHed in the abow � .��,�eiatacc w:'lh hatsst editi�t of dts FI. ,iE3A��a CtI.C`IICATIf3i3tS and ftw and in w=dam wA goodconstruadontioe.The iniadatim fhatishedand-instanedba.the c3tataAIOWJI bck w:(dw&oady appliasle boas). ) Extetior alts 7szsnlation R- (Mia):Mattel: r _ °I'Itickness:--T�htch(es): Mfgre U 2) Exterior FtstndMeW SWd Walls:R- (Min.): T6ickaoss: mach(ea):Density: Mfor: U 3) Exterior solid ca name walls:R- W).Material: Thiclaiess in&(es):Dawitr Mfgr. 114) It for walls wpostirg AIC hum non A/C spam wmW*w R- (Mia in&(es),Lkusky. Wit 5) bO LE wAtMI >>UND9MAt C x MON mr.7%e to t"sqwate conditioned tenancies sMU be insuisted w a eninimwn of•R-1 1 I for frame sasits,and to R-3 on both sides of common ffasawy walls .Sc6 BNERt3Y CODE,2M.Pmor4h 13-M,ARC.1.1,on page 13.74,latest"tim Thesemm leytls of )£1ffil>1 8�aat not' in the Finergy Cdlculati a lett shall be laustatled in On fluK Y) Cs li4g' R- (k4m.)l ater al: Thic inch(ea) Dusky. /V,— tlt is MfIr., wwwf camre r;T) Walla.partitions and flow/aeilingy asaWiesbetween dwening soft orbetweva dwelling unks aM sdjaantpwwc urwvke weas such as halls, etc.taut have a mmd awavadw am(STC)of not less d=50 Onekadow mat multaw the raqmrad rattua t g) Ffaartc Tw9=wfifieg bdwm dweftagoaft or baWmatt dta*ttl*molts asci pubbc or wrywe Bauch as hdis,cm4dws, stairs,etc.toua have an hwadamdatho-dMarpmIngofmaw dwa so. Make p oI a Imstatled by e Insulation cot"My Now Insulatim Contractor 5ipaw e Insulation Contractor CC# w Date C 'ted: _ .. O.C.18ailder CAwpany'Nam G.CAkdt&w' Signanate 8uitding Contra CCt�: Data Certified: F 1i,1,j4 _ Note:For Il&twc4ght iaettletWg a mavw,on apKoprlade form,squw"t:€rem bile ale 113-Zfe-Z Y 4 M 468 E.9 STREET HIALEAH,FL 33010 P.O.BOX 1418 HIALEAH,FL 33011-1418 sea &a e. PHONE:(305)885-4966 FAX:(305)885-4969 , Notice of Preventative Treatment for Termites (0.s required by Florida Building Code(FBG}104.2,6) ILPfL Address of Treatment or Lot/Block of Treatment 1201 8 : ary) . J: Ct rna� Date Time Applicator Product Used Chemical used(active i gredient) Number of gallons applied C�5*t. 10Ft Percent Concentration Area treated Linear feet treated Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) As per 104.2.6-If soil chemical barrier method for terwite prevention is used,final exterior treatment shalt be completed prior.to final.building,approval, If this notice, final exterior treatments initial and date.titis line Authorized Signature Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243231 Permit Number: RC-5-15-1258 Scheduled Inspection Date: September 11,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: TOVAR,JONATHAN&ANDREA Work Classification: Addition Job Address:464 NE 92 Street Miami Shores,FL Phone Number (786)375-5533 Parcel Number 1132060140030 Project: <NONE> Contractor: ZABET BUILDERS INC Phone: (786)320-6740 Building Department Comments NEW ADDITION OF MASTER BED ROOM DEMOLITION Infractio Passed Comments AND ALTERATION TO INTERIOR OF EXISTING HOUSE INSPECTOR COMMENTS False TO INCLUDE KITCHEN BATHROOMS FLOORS WALLS 11 WINDOWS AND 6 DOORS. Inspector Comments Passed _ Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 10,2015 For Inspections please call:(305)7624949 Page 28 of 31 -0 . y WS"M S ENGINEERING SERME-5.INC FIELD DENSITY 'TEST REPORT TECH FIELD COPY Client: 1-0 ATG c) Date: c3q• C)'-j, T-C) ob: PROCTORDATA Soil Dewip"Go FIELD DENSITY TEST RESULTS Test Leceflan, '� �. cam- �� — - �o�•, fid-t .o Comments: TECH NAME 13370 SW 13151 Street, Suite 105,Miami,FL. 33186 (305)259-9779 Vertex Architecture, Inc. 10251 SW 72 St.,#104 Miami,FL 33173 305.412.9499 Fax:305.595.9696 www.vertexarchiteebze.com AA260008N ARCHITECTL RE ARCHITECTURE WITH A POINT May 17, 2016 Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: Permit#RC-15-1258 Folio# 11-3206-014-0030 Attn: Building Department, I, Alejandro Santamaria, today have performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment,the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the 2014 edition of the Florida Building Code and must be submitted to the Village of Miami shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Please feel free to contact me on my cel phone(305)785-8296, the office number listed above, or via e-mail AS@VertexArchitecture.com and let me know if you need anything else or have any further questions. Thank you ve u , Alej dro Santamarfa, R.A. Lic.#AR 91405 �oREs �ll�lll 1f111 X1111 X1111!1111 1111!Illli fill 1111 5 lxc.>9aa yr Miami Shores Village CFN 2016RO304 263 OR BK 30087 Ps 121 QP9s) 111111111 BuildingDepartment RECORDER 05/24/2016 11:02:52 10050 N.E.2nd Avenue HARVEY RUVIidr CLERK OF COURT Miami Shores, Florida 33138 MIAMI-DADE COUNTY► FLORIDA J�lORII Tel: (305)795.2204 Fax: (305)756.8972 1Z5� qtA ,c;IoUcnr o F IIS i'rft�e�ra�rar,+.iti �r�ee , IL Or d( PREPARED BY: AD 2111 12 S� rryftarndartd Rc 15�- DECLARATION WTS"E"'0 K,offt,e�r 0=1fy aim KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned Snot�ra 1'DkOy_ • is/are the fee simple owners)of the following descnbed properly(°Property situated and being in Miami Shores Village,Florida: Lot(s) Block of HI5bact t!c:a (Subdivision),according to the plat thereof,as recorded in the Plat Book Page of the Public Records of Miami-Dade County,Florida,(address)404 W 9214.Iiirani 5bag!5, 1 :3 R35and WHEREAS,the undersigned owners)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned doles)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Properly and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then in effect IN WITNESS WHEREOF,the undersigned hasthave caused hand(s)and seal(s)to be affaed hereto on this day of zyj� . . 200 WI 0 01(ES) OWNER Signature _ Signature and Print and Print Y Signature Signature t and Pdrq and Print SO VVA TZ&WQ -10 t0 STATE OF FLORIDA ) COUNTY OFMIAMI-DADE ) —�- AND2EA IC�vftQ-- v I HEREBY CERTIFY that on this day personally appeared before who' rsonally known me or has produced (type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily,for purposes therein expressed. 1 SWORN TO AND SUBSCRIBED before me on thisLz this/zday of 1e?1�r:;e . 20,4!�. My commission expires: R P&#, Notary Public State of Florida NOTARY PUBLIC E OF FLORIDA :6 C nna M Feliciano ' ommission FF 082753 ��orpo' res0V1212018 Mill--Y Lq W lt� °„ .11 T71" ...... ... AX A, z Aq 1q, r5 i: 0 i•I L A I 1•11 r A wd a•1 ?41 N-j -- 41 -1 ............ .44 ................... t. M;�[oil 914;j klej �am v 4"0,-T- Z�NJ, -;�Z-�,rA.,----K INS �r � �e ' ' T " -42 Wait shores,V fr00WM. - AY811U@ INSpEGT1tN lQU $ t( }� i k 'ori S :• ii'> t$�#� #. 13 AG REQUESTS 412E S EF5 ►M d4f81N6 t � iuests rnu�t be recaLv !by �m f�tw°: + s ,- `t`�#'15"►' #�4_, 1' _x .. yyKi, y$ XLIF owB0ixE Zt34 IS pjjlowb 3, rj; - - ( r s" i�7�'f`�•NY/��'iSV ��'�l�/ �<} �`�`� ,veg �' YS god St ,X - �"7 MR 2 rU, !/ A,, �'�- - a ✓�,�a'n ' .rte r.i�r /; '�""'�' ,� "1'£'z`' .n "i+�� ew petommo r� 10.ioun,o� io-,bip.! ` F 'f.�,-+" -+ yyb ` ,, Pic or 94 fk-W,CARD i z t 3 "nig PeRAt't`R►APLIawa NSU1 TMT, tS C'�+ i a kC3'"i Cfi QS 1 fTi i f2 4�fUit.C3tl�G OCtC3t MOLIE �11f 'GF43 � ►t�D 7'Q Ai.�Q�t i1dSPECTidl� OWNER- RECORD X ,aFw, F�aFr. [y,� .��alf7�i� _ tg�� 7Jr < RES LT No® ve o T� �1 �T1n�Y� �t�MrwrR Co ■.w+T��ryY■1► � ■u�yy' Ft �` ,(y�� - � * R � � � ,- r NOS. i�. OF I��^� �414r� �'. MI�R'� 1 K' �li ,x9'.� LIQ; � + Y : B 'H l r-, r � � . . BTbitt com ms R�� RC�ING "!�CYC i : t��J�� a✓ }$3 '. k S�a' F �1�.b x f �� f � � �> S � e ri a ,� �¢tea y �; � � •� ��{�'t� ��"~ � �-y a`` N��' ' s 7 ' rte, a C x+ ars h r F _ Fw, - _ u' py2�' S dtef Tri, a _.a <6 v ofa.kf fj rY flo Tte PRIM TOM Pay Of �{—bow I 7777 '. 7777 777, OF e, yt y aa PASS h r a ; , Acat- Sh P lo, lie on��- Rig .h 1t4as - - ; .. CiNft LIM MOM -777777 01 x - l•}_9f+T'+.'�_! .:�: try 5'l✓i i- .'�1 _-- ..: x n �' y£'' 3xF. f,v ,,. •rP rn r� _ s t gyp)) 00 Y l � Miami Shores Villa a REC TVFD � g p� g � �� Building Department MAY 172015 o� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 $�• TTiih(3051795-2204 Fax.--(-305Y 7564972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201® BUILDING Master Permit No.. 15— PERMITAPPLICA�'.�ON. . *ermit_No.. (BUILDING M ELECTRIC ❑ ROOFING [-1 REVISION ❑EXTENSION MRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: C-69 Flood Zone: BFE: FFE:wilur-Uice` OVMER:Name(fee Simple Titleholder): > OA TDVAK.-Phone#: Address: Ai 4 4 . NO Tgolif sr City: Im(A oti ' er State: Zip: S 313 8 Tenant/Lessee Name: � /_1 Phone#: Emall: �'�"911 it 4 oy S} " I ll CONTRACTOR:Company Name r @�Mus TW _Phone#• 9-6 320-67143 Addre;1t4mi c r City: 14 State: F Trp: -3S D5'" Qualifier•Name: ©L.L " .Rhone#: r% 9"-67" State Certification or Registration#: �0 Certificate of Competency#: DESIGNER:Architect/Engineer: L &'A- AA /GX-11*"R Phone#: 30� HrZr�s1�7 Address: `P;4 / U/ -721r ,-City: jrL4f4 my State:_El— Zip:'391 Value of Work for this Permit:$ eS ' Sgivare/Linear Footage of Work: A. 12- Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace [] Demolition Description of Work: ftq :tvuusA 4f j6t4-,qIeLit 0- ksg G V44 rG f9 it/a � 4i✓i%„G Specify color of color thru tile: Submittal Fee$ r: Permlt Fee$ 2,Q-Q ` CCF$ CO/CC$ . Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Trainins/Education.Fee.$ Double Fee.$ Structural Reviews$ Bond$ MD TOTAL FEE NOW DUE$ :�3I 01*' (Revisedoa/24/2014) s.-1 r , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if appilcabley Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$25th, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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 G CONTRACTOR The foregoing instrument was acknowledged before me this The fore oIng instrument was acknowledged before me this day of / 20 : 1 ;by day of .20 by ~ _ personally � � personally who is personal known to .who is ersonall known to me or who has produced as me or who has produced * as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• gn- nt. nt: a Notary Pubft Stets S Seal: 53 NP �elidf o�az� Seal: dp1 SWMF �2�Expires 01/12!2018 • MIC 18 M �xpUes 011 APPROVED BY A Plans Examiner Zoning Structural Review Clerk (Revtsedo2/24/2014) ►uat�f��p Intnil �Y .� Illllillilll Iltrtlll �� INC CGC1507549 NEW CONSTRUCTION o ADDITIONS AND REMODELING We Give Our Customers A Touch Of Class Miami Shores Building Department 10050 NE 2nd Ave Miami Shores,FL 33138 Date:May 2?,2015 RE:Affidavit statement regarding workers compensation insurance and hiring of workers. lobsite address:464 NE 92nd ST,Miami Shores,FL 33138 To whom It may concern: This letter is to inform you that I'll be the only one working thru my company on the proposed project at the address listed above Si ned Rolle Joseph State of FL County of Miami-Dade The foregoing was acknowledge before me this day of 20_Z-5 who is personally known or has produced as indentification Notary: SEAL: Notary POUc state FbrWS ef My Co a M Fedi mmWslon FF 2753 R �E01/X18 18732 NW 23rd CT, Miami Gardens, FL 33056. Office(786)320-6740 Cell(305 336-1603 ,a S -i:. tea; � �, re �. • a Miami Shores Village 10050 N.E.2nd Avenue NE i r R Miami Shores,FL 33138-0000 Phone: (305)795-2204 ,M,F Expiration: 02/17/2016 ,. <s A"ae7n Project Address Parcel Number Applicant 464 NE 92 Street 1132060140030 JONATHAN>I<ANDREA TOVAR Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JONATHAN&ANDREA TOVAR 464 NE 92 Street (786)375-5533 (305)610-0914 Miami Shores FL 33138- 464 NE 92 Street Miami Shores FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 85,000.00 ZABET BUILDERS INC (786)320-6740 Total Sq Feet: 432 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Tie Beam Bond Beam Type of Construction:NEW ADDITION OF MASTER BED F Occupancy:Single Family Window Door Attachment Stories:1 Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Bedrooms:3 Bathrooms:31/2 Insulation Plans Submitted:Yes Certificate Status: Drywall Screw Certificate Date: Additional Info: Trusses Plan Submittal Bond Retum: Classification:Residential Roof Sheathing Spot Survey Wall Sheathing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Rake Beam Bond Type-Owners Bond $500.00 Invoice# RC-5-15.55715 CCF $51.00 Footing CCF Fee $50.00 08/21/2015 Credit Card $3,512.50 $200.00 Window and Door Buck DBPR Fee $38.25 05/27/2015 Credit Card $200.00 $0.00 Roof Trusses DCA Fee $38.25 Bond#:2814 Density Education Surcharge $17.00 Fill Cells Columns Notary Fee $5.00 Wire Lathe Permit Fee $2,550.00 Final Building Plan Review Fee(Engineer) $120.00 Declaration of Use Plan Review Fee(Engineer) $200.00 Review Structural Scanning Fee $75.00 Review Electrical Technology Fee $88.00 Review Electrical Total: $3,712.50 Review Electrical Review Electrical Review Plumbing Review Plumbing Review Plumbing Review Building Review Building Review Planning Review Structural Review Mechanical Building Department Copy August 21,2015 5 • R TO VAR RESIDENCE. -464 NE 92 STREET, MIA.I H, FLORIDA, 33138- STRUCTURAL CALCULATITIS•:-:.: :.... (Revision #1) .. .. .. . ..... • • Alejandro Santamaria AR99405 90259 SW 72 St., Miami, FL., 33973 1 Ph. 305.492.9499 Fax.• 305.595.9696 JOB SHEET ASO. OF CALCULATED BY DATE CHECKED BY DATE SCALE A�. ........... if P1 0 0! 61 0 jj .......... .......... 1113 • ------- goioo *0 -10 ooi 0 0 1 0; of 00 oo�o Ilo fee 000. if t '00 *40 ------------ if .. ........ ........... 0 Aloe ...................... ................. c O� ................ .... ......... ------- ........... i f .......... ........ ........ .......... .............. . ........... A::le Ar .......... ..........4..........�! 17 I, ............ ............................. .. ............. All. JOB SHEET NO. OF CALCULATED BY DATE 4 1 CHECKED BY DATE SCALE- ...... F 6a vzlp�,p is "Ve we 00 0 00 0 004i i , t i i ! € z ` 3 , € € v {_..........� {..� ...«._ •'—'•i--'----}iii i• ...�•'--•�»__.�....,...,..�.. i i i € e F i I j € t , ? € €• € i ,€ / ._..} •.. .•.€.. a {. • • •• •€ F• • � = I i i E i � � j ` € E• € •€ { ._.e<_.....�._._ ` 40� t5 • ii /,/J') ' r , ; € € I ! f t -•_-..._s.._»...«»i--._..._r v ........... ....,..{.�. .. _.. _.. _ _.._. ..._ .. _ r• . _ OF i .._.may. ....._: 7 € { t....... .€.. }.... ... _ ........t...._._-.»€_..__. .. ....{............. ..............._-...... i......-....-w..._......•o«_._»._.r ..._....t.._..._..y_-......_P_'_ j i z i E i i I : ; € v , 3 t } i i i € { i f ; € i g MIAMW MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 • NOTICE OF ACCEPTANCE (NOA) www.miamidade eov/sera Mid-States Asphalt and Cant Strip,Inc. 1637 51st Ave Tuscaloosa,AL.35401 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MSA Underlayments 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 harein.• '• :•: • RENEWAL of this NOA shall be considered after a renewal application has been fildd apd:here Ilas bEken no dlf&W 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•••••sion •• • e in ••••• xP� �Yi 41'cog �:.•' materials,use,and/or manufacture of the product or process.Misuse of this NOA as a$.w rsemeh of any product • for sales,advertising or any other purposes shall automatically terminate this NOA.Faiia to comply with anysection ; of this NOA shall be cause for termination and removal of NOA. ••'••• .•; ••••;• • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade tounty, MAW followed •� by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0507.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. ELMLAMUNOA No.: 14-1202.07 °;cout Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 1 of 5 t ` 1 ROOFING COMPONENT APPROVAL Category Roofing . Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Quik-Stick Ice&Water Sand 3' x 33.4' rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls reinforced membrane with a sand surface for 3'x 72' rolls use as an underlayment in sloped roof assemblies. Quik-Stick Ice&Water 3' x 33.4' rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls reinforced membrane for use as an 3' x 72' rolls underlayment in sloped roof assemblies. Quik-Stick HT(white facer) 3' x 33.4' rolls TAS 103 Self-adhering,non-woven fiberglass mat 3' x 66:8' rolls reinforced membrane for use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. Quik-Stick HT(green facer) 3' x 33.4' rolls TAS 103 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls ASTM D 1970 reinforced membrane for use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. Quik-Stick HT Pro 3' x 33.4' rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat • •• 3' x 66.8' rolls reinforced membrane for use as an ;ee.•; "' a".3' x 72' rolls underlayment in high temperature sloped ' •e•••i roof assemblies. Nt:XWACTIFJ KG PI�Ai:Br l•'Tjj&Voosa,4-• . .... • • • • . • • • •• 0000 WkCE SUBMITTEirv*••' ' t Aeencw .• Test Identifier Test Name/Report Date :• PPt MMtructipti-Meriais rechlologies BWR-514-02-01 (rev) ASTM D 1970 09/04/09 VRMI-011-02-01 ASTM D 1970 03/30/09 BWR-511-02-01 ASTM D 1970 09/29/09 BWR-511-02-01 ASTM D 4798 09/29/09 BWR-522-02-01 ASTM D 1970 03/16/10 BWR-513-02-01 TAS 103 02/19/10 BWR-518-02-01 TAS 103 02/19/10 BWR-533-02-01 TAS 103 09/07/12 13WR-534-02-01 ASTM D 1970 09/07/12 NOA No.: 14-1202.07 Mu►Mwu►pe cotes rtr Expiration Date: 03/03/20 0.00• r Approval Date: 02/12/15 Page 2 of 5 i i APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: 19/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll. *In the Non-HVHZ area a Base Sheet is optional. Membrane: One or more plies of Quik-Stick Ice&Water Sand,Quik-Stick Ice&Water,Quik-Stick HT (white facer),Quik-Stick HT(green facer),or Quik-Stick HT Pro underlayment with a minimum 3"side lap and 6"end lap. Surfacing: Approved Roof Assemblies.See Limitation#3. .. 0000 . . 0000.. 9 0000.. 0000.. 0000.. I 0000 .. . 0000.. ... . 0000.. . 0000. 0000 . 9• 00000 . 0 • 0000 00 0 . 0 0000.. 0000.. 0000.. .. •099.9 .. . •09 . 9 . . . 0000 0000.• . 0000 MIAM�osa NOA No.: 14-1202.07 CuE COUNTY,,E Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 3 of 5 v LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick (green facer) or Quik-Stick HT Pro underlayments shall be installed in strict compliance with applicable Building Code. 3. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, or Quik-Stick HT Pro underlayments may be used in asphaltic shingles, metal panels, wood shakes and shingles and quarry slate roof assemblies. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, or Quik-Stick HT Pro underlayment shall not be used as roof tile underlayment. 4. Quik-Stick HT (white facer), Quik-Stick (green facer) underlayment may be used in asphaltic shingles, metal panels,wood shakes and shingles, quarry slate,and tile roof assemblies(mortar,adhesive,and mechanically set). _ 5. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Stick HT Pro underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. 6. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, and Quik-Stick HT Pro underlayment shall not be left exposed as a temporary roof for longer than 14 days of application. 7. Quik-Stick HT (white facer), Quik-Stick(green facer) underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 8. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Stick HT Pro underlayments may be used with any approved roof covering Notice of Acceptance listing Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Sti4k W j'ro underlayments as a component part of an assembly in the Notice of Acceptance. If Quik-Stick :..14& Woafer Sand, Q&ik-%brk Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Stick jj-? Pro ajden4$ymenj are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the _ '.Miami-Dade County;V:gdQct Control Department for approval provided that appropriate documentation is .:.p"vided to detail compatibility of the products,wind uplift resistance,and fire testing results. l!a1iuk-Stick Ice&Wader Sid, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or .jQuik-Stier 0V,,Pro tip kilayments shall be applied to a smooth, clean and dry surface with deck free of "MIgularitie.s. All naiL%yrLthe deck shall be carefully checked for protruding heads. Re-fasten any loose decking .�.paaels. Sweep the deckhosoughly to remove any dust and debris prior to application. 1 C*When appl�m0 the mcenab'raae in the valley,start at the low point and work to the high point,rolling the membrane from the%egir outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Quik-Stick Ice&Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick (green facer) or Quik-Stick HT Pro underlayments shall be applied over the underlayment. NOA No.: 14-1202.07 MuuH ►eeeo: Expiration Date: 03/03/20 JAMOVEDApproval Date: 02/12/15 Page 4 of 5 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMMDADE COUNTY ,...• END OF THIS ACCEPTANCE .• •• . . ••• �r • • • • 0000•• 00.00• • • • •. •• •• • 0000•• .1 • 00..00 •• • 0000• •••. • 00 00000 • • • • 0 .000.0 00.00. • • • • 0000•• •• 00..00 • • • • • • ••.• 000000 • NOA No.: 14-1202.07 W2A Q Courrrtr Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 5 of 5 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 03/25/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pol(cy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Annette Willis insurance (AH/CONIJo,Ext): (305)625-2403 ja,No): (305)625-6472 18401 N.W.27 Ave ADDRESS: jell.Willis@annettewillisinsurance.com Miami, FL 33056 INSURER(S)AFFORDING COVERAGE NAIC# Phone (305)625-2403 Fax (305)625-6472 INSURER A: INTERNATIONAL INSURANCE COMPANY INSURED INSURER 8: Zabet Builders Inc. INSURER C: 18732 NW 23 Ct INSURER D: INSURER E: Carol City FL 33056- INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDLSUBR POLICY EFF POLICY EXP LTR. TYPE OF INSURANCE INSR;WVD. POLICY NUMBER (MMIDD/YYYY);(MM/DD/YYYY) LIMITS ,V' COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 CLAIMS-MADE d OCCUR DAMAGE TO RENTED 100,000.00 PREMISES(Ea occurrence) $ A 16-0367 03/25/2016 03/25/2017 MED EXP(Any one person) $ 5,000.00 PERSONAL&ADV INJURY $ 1,000,000.00 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000.00 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) _ _ . $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LfABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED-) N/A _E L EACH ACCIDENT $ (Mandatory in NH) E.L DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FI 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101)QF The ACORD name and logo are registered marks of ACORD til � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/sera Mid-States Asphalt and Cant Strip,Inc. 1637 51st Ave Tuscaloosa,AL.35401 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section .� (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: MSA Underlayments •'.•: •• ••• see*: LABELING: Each unit shall bear a permanent label with the manufacturer's namgarIggo,city,stl4e and fdliMVIg statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. ,• '. RENEWAL of this NOA shall be considered after a renewal application has beex4f11d&gnd there hm been ugg�*lige • in the applicable building code negatively affecting the performance of this products"' •• TERMINATION of this NOA will occur after the expiration date or if there has brgnaorevision aMiange ii 6V materials,use,and/or manufacture of the product or process.Misuse of this NOA Is of e*hdorseWP4 of any pro$uct, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to 19my with any section •: of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0507.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. Muu�e>�auecouu�rnr NOA No.: 14-1202.07 ...� Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 1 of 5 ROOFING COMPONENT APPROVAL Category Roofing ' Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Snecification Description Quik-Stick Ice&Water Sand 3' x 33.4'rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat 3'x 66.8' rolls reinforced membrane with a sand surface for 3' x 72' rolls use as an underlayment in sloped roof assemblies. Quik-Stick Ice&Water 3' x 33.4' rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat H 3' x 66.8' rolls reinforced membrane for use as an 3' x 72'rolls underlayment in sloped roof assemblies. Quik-Stick HT(white facer) 3' x 33.4' rolls TAS 103 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls reinforced membrane for use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. Quik-Stick HT(green facer) 3'x 33.4' rolls TAS 103 Self-adhering,non-woven fiberglass mat 3' x 66.8' rolls ASTM D 1970 reinforced membrane for use as an .• 3' x 72' rolls underlayment in high temperature sloped ••• • •• roof assemblies. Quik-Stick 1IT Pre;•••; 3' x 33.4' rolls ASTM D 1970 Self-adhering,non-woven fiberglass mat ...... • •*3'•;66.8' rolls reinforced membrane for use as an • •.•••• •••3•Ix 72' rolls underlayment in high temperature sloped sees• • •• '•"� roof assemblies. • • sees • *sees �••• • • MAWRAFTUR11yG PLAM 3P••• 1.Tus"Sesa,AL;•• o••��• •s• • s • • EVIDENCE SUBi UrAD: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies BWR-514-02-01 (rev) ASTM D 1970 09/04/09 VRMI-011-02-01 ASTM D 1970 03/30/09 BWR-511-02-01 ASTM D 1970 09/29/09 BWR-511-02-01 ASTM D 4798 09/29/09 13WR-522-02-01 ASTM D 1970 03/16/10 BWR-513-02-01 TAS 103 02/19/10 BWR-518-02-01 TAS 103 02/19/10 BWR-533-02-01 TAS 103 09/07/12 BWR-534-02-01 ASTM D 1970 09/07/12 NOA No.: 14-1202.07 ffggu&Mv►htNoau811411 r�r Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 2 of 5 r, APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: "132"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c.the field of the roll. * In the Non-HVHZ area a Base Sheet is optional. Membrane: One or more plies of Quik-Stick Ice&Water Sand,Quik-Stick Ice&Water,Quik-Stick HT (white facer),Quik-Stick HT(green facer),or Quik-Stick HT Pro underlayment with a minimum 3"side lap and 6"end lap. Surfacing: Approved Roof Assemblies.See Limitation#3. • • i • • 0000+• 0000•• • • • • • 0000•• •• • 0000• 4 0000 • • • i 0000 0000•• � 0000 . •• + 0000+• 00.00• • 0000•• •• • • • 0000+• 60* 00 • • 0000 • • + 0000•• i •••• •� NOA No.: 14-1202.07 JAPPROVEMu �aue cD I Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 3 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick (green facer) or Quik-Stick HT Pro underlayments shall be installed in strict compliance with ` applicable Building Code. 3. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, or Quik-Stick HT Pro underlayments may be used in asphaltic shingles, metal panels, wood shakes and shingles and quarry slate roof assemblies. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, or Quik-Stick HT Pro underlayment shall not be used as roof tile underlayment. 4. Quik-Stick HT (white facer), Quik-Stick (green facer) underlayment may be used in asphaltic shingles, metal panels,wood shakes and shingles, quarry slate,and tile roof assemblies(mortar,adhesive,and mechanically set). 5. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Stick HT Pro underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base/Anchor sheet underlayment. �- 6. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, and Quik-Stick HT Pro underlayment shall not be left exposed as a temporary roof for longer than 14 days of application. 7. Quik-Stick HT (white facer), Quik-Stick(green facer)underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 8. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 9. Quik-Stick Ije j&OVater Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or • •0,tick I'fT'PI'o undei�laymgnts may be used with any approved roof covering Notice of Acceptance listing Quik Stick IeA&dyater §and, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick (green facer) or (W-Vtick Hf rro underNhents as a component part of an assembly in the Notice of Acceptance. If Quik-Stick Ioee&Water Sp" Quik-Siiek ke & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or Quik-Stick A$•jcq undeflaments are•Artisted, a request may be made to the Authority Having Jurisdiction (AHJ) or the NUVW,Dade Cunt( Protz�td •Control Department for approval provided that appropriate documentation is • prodded to detail ddmpatibi*11Vof the products,wind uplift resistance,and fire testing results. 10. Ouik St'ck Ict; Water Sse�►Quik Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick(green facer) or • ( i; -Stick HT biro•unde;layfiients shall be applied to a smooth, clean and dry surface with deck free of irrfgulWties. X414nzjls in Me delk shall be carefully checked for protruding heads. Re-fasten any loose decking '• panels. Sweep flee fleck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Quik-Stick Ice& Water Sand, Quik-Stick Ice & Water, Quik-Stick HT (white facer), Quik-Stick (green facer) or Quik-Stick HT Pro underlayments shall be applied over the underlayment. NOA No.: 14-1202.07 wu►uE cousin Expiration Date: 03/03/20 IIIIII�APPROVED Approval Date: 02/12/15 Page 4 of 5 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MAMMDADE COU• '- ,...• 0 END OF THIS ACCEPTANCE `r • • MiAMlAADE courmr NOA No.: 141202.07 ..., Expiration Date: 03/03/20 Approval Date: 02/12/15 Page 5 of 5 0 -1 CETVEDTY MAY 87 2015 BY. COPY TO VA R RESIDENCE. -464 NE 92 STREET, MIAMI, FLORIDA, 33138- STRUCTURAL CALCULATIONS Alejandro Santamaira AR91405 102613W 72 St., Miami, FL., 3$f-78; ; • ,•, • • .. Ph: 305.412.9499 Fax: 305.595.9896 •• ••• •• • • .• a y, f.; r 4 4 . if 4 TABLE OF CONTENTS -TOVAR RESIDENCE- • Windows& doors pressuresPage 1 • Wind load on roof ------- Page 6 • Roof truss reactions&joist design -------- Page 6 • Masonry wall design -- Page 9 • Floor joist design at master bedrooms. Page 9 • Ground floor ledger design ------ Page 9 • Wood joist at ext. deck and Laundry -- Page 16 • Foundation design below walls — Page 22 • Revision of existing cone.Tie Beam ------- Page 23 • Steel column design ---------- Page 27 • Check footing below steel columnPage 27 . . . . . V • •• • • • •• ••• •• • • ••• • ••• • • • •• • • • • • •• • ••• • ••• • ••• • • • • • • • • • • WINDOWS AND DOORS PRESSURE (ASCE 7-10) Project: TOVAR RESIDENCE Building Characteristics h= 13.83 ft Engineer. L= 50.00 ft (Short) Pti4tMdon: 5/7/1$ B= 55.10 ft(Long) h/L= 0.28 (To dot.Cp,ASCE 7-10,Fig 27.41,page 264 Roof Press.) t./8= 0.91 (To det.Cp,ASCE 7-10,Fig 27.4-1,page 264 Wall Press.) Z= 8.30 ft Zmin= 15 ft(Terrain Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256) C= 0.20 ft(Terro Exposure Constants,ASCE 710 TABLE 26.9--1,pegs 256) 500 ft(Tarrant Exposure Constants,ASCE 7-10 TABLE 28.9-1,page 256) &= 0.20 ft(Terrein Exposure Constants,ASCE 7-10 TABLE 26.9-1,page 256) Design Criteria ASCE 7-10 Category II (ASCE 710,TABLE 1.5-1,page 2) Exposure C (ASCE 7-10.26.7.3,page 251) V= 175 mph(ASCE 7-10,28.5.1,Fig.2s.5.1A TO 1C) 1.00 Kz= 0.85 (VeW&Pressure Expasure Coefficient,also Kh,ASCE 7-10 TABLE 27.3-1,page 261 based on z) Kd= 1.00 (Wind Directionality Factor,ASCE 7-10 TABLE 28.1'x1,page 250,based on structure type) Velocity Pressure 0.00256 Ka Kd V2 (tbs/ft) (Eq. 27.3-1) (NOTE:section 27.3.2 of ASCE 7-10 rices not apply#A,Kzt=1.0)) qz= SO." PSF Determination of wind pressure(p) (ASCE 7-14 CHAPTER 27,PAGE 259,Main Force Resisting System) p=q*G"Cp-gh(GCp) [Ib/if] (Eq.27.41) (ASCE"7-10,274-1,page 260,Rlgfd bulang of ati heights) Gust Effect Factor (ASCE 7-10,28.9,page 254.Rigid Sftuctures) IZ= 0.228 (Eq.26.9-7) i.z= 427.06 (Eq.26.9-9) Q= 0.91 (Eq.26.9-8) Therefore: G= 0.88 (ASCE 710,26.9.4,(Ea 26•x)) And, Gcpi+= 0.18 (kdama/Preswre Coeftbnt,TABLE 26.11-1,page 258)aviw o far qm nwsm o.w for PwaWembsed Mdp.or one forembud tgs. Gco.= -0.18 (lntemal Pressure Coefficient,TABLE 26.11-1,page 258) Wails (LIB)R 0.91 WINDWARD SIDE Cp= 0.8 (Fig.27.41.page 264) Cp= -0.7 (Fig.27.4-1,page 2e4) P+= 20.93 psf p+_ -31.81 psf P.= 35.32 psf P-= -17.41 psi .. ... . . . . . .. LEEWARD AS COMPONENTS a CLADDING(max)i i Cp= -0.5 (Fig.26.4-1,page 264) P=F x qz with A= 33.OQ�e ..: '.: P+_ -24.77 psf F(--)zones' -1.397 P-a -10.38 psf P= -93.09 pSf •. •:• •. .'. .. . . . . From next page: •.i i' i•• '•' ••i '.' Net U21 t -28.84 psf(interior) ... . . . . ... . . -49.76 psf(Overhang) ;.; . .. .. . . . .. .. WINDOWS AND DOORS PRESSURE (ASCE 7-10) Project: TOVAR RESIDENCE 0 Engineer. 0 Deferrninedon of wind pressure(continuation) Roof Normai M Rldae h1L= 0.28 WINDWARD A 140 CP= -0.7 (Fig.27.41,Page 264) P+_ -31.81 psf P-_ -17.41 psf LEEWARD CP= -0.5 (Fig.26.4-1,page 264) P+= -24.77 psf P._ -10.38 psf Parallel to Ridoe WINDWARD CP= -0.9 (Fig.26.41,page 264) P+_ -38.84 psf P-_ -24.44 psf LEEWARD CP W -0.9 (Fig.26.41,page 264) P+_ -38.84 psf P= -24.44 psf At overhangs (it there are no overhavA Owe this swim) Overhangs -0.8 CP_ -0.9 P= -59.76 psf Not Uniift -28.84 psf(Interior) -49.76 psf(Overhang) . ... . . . . .. . .. . . . .. ... .. . . ... . ... . . . .. . . . . . .. . ... . ... . ... • • • ••• • • • P! bd on. 61115 . . . . . . . . . . .. .. . . . .. .: .:. WINDOWS AND DOORS PRESSURE -� S (ASCE 7-10) Project: TOVAR RESIDENCE 0 Engineer. 0 Components&Claddina From wind analysis: qz= 66.64 PSF Determine a. a = 5 ft or 5.532 ft (whichever is smaller) 5 COMMIS but not fess that 2 ft or 3 ft 3 comae Use a= 5 ft I indows and Daom Pressure qz= $6.64 PSP EXPOSURE C CATEGORY If P= Fxq (pso WINDOW/ SIZE (aprox.) AREA F() F(-) F(+) p. p- p+ DOOR ID w(ft) h(ft) SF ZONE 4 ZONE 5 ZONE 4&5 ZONE 4(-} ZONE 5(-) ZONE 4&5 A 3.10 4.17 12.93 -1.260 -1.541 1.160 -50.39 -61.60 46.39 B 1.55 2.17 3.36 -1.280 -1.580 1.180 -51.18 -83.17 47.18 C 1.55 3.17 4.91 -1.280 -1.580 1.180 -51.18 -63.17 47.18 D 3.50 4.00 14.00 -1.254 -1.528 1.154 -50.15 -61.11 46.15 E F 1.55 4.17 6.46 -1.280 -1.580 1.180 -51.18 -63.17 47.18 G 2.21 4.17 9.22 -1.280 -1.580 1.180 -51.18 -63.17 47.18 H 1.50 4.17 6.26 -1.280 -1.580 1.180 -51.18 -63.17 47.18 131 3.00 6.70 20.10 -1.226 -1.473 1.126 -49.04 -58.89 45.04 D2 D3 3.00 6.70 20.10 -1.226 -1.473 1.126 -49.04 -58.89 45.04 D4 2.50 6.70 16.75 -1,240 -1.501 1.140 -49.60 -60.01 45.60 SR20al cases for nea ve ap urs (zone 4&zone 5 combined) WINDOW/ TOT.AREA PRESSURE PARTIAL.DIMENSIONS PART.AREA AVE.P pea.) DOORID 00 a fth ft (� • ••• • • • • • •• • . • • • • • • 0.00 •• . 0.00 . ...• . . . . . ... . . . .. . ... . ... . . .. . . . . . ... . ... . ••• . of4dedon. &7215 . .. .. . . . .. .: ... . . . ... . . 47. G 3, 17,44A Apr- 0000.. 0000 • . 0000 .. • • • 0000.. LN . 0000.. •. {m reap•� a ..0 .. 0900. a 9 0 9.. .9... . — — -- — — — • 0 0••000 .0000. • .• •• • I mP aF �uooR &am-Emmw .7 z RIGHT(WEST) ELEVATION A 4 SCALE:1!4=1'4" 6 QD 0 A - - - - - - - - - - FRONT .._. — - - - - - -FRONT(NORTH) ELEVATION .. 100c A+4 SCALE:114-T4" }A}AjAjA}A}Ajlj014jAjAi14iAo}AtAjA}AtAfAjA(AtAiAjTA1AlA}Aj11jAjA}A}AjA(I MjAjA{1jArA�� AtAfAIAtA1+�lAlAtAIAtAiRiAtAfAtAtAt�►AtAtAIAiA{ }AiA��l1A}AiA(AiA}A}AjArl�_•�"= � qA}A}A1A}A}Ali}A}A}A}A}A}A}A}AiAiAtA}AiA}A}A}A{ApA{ASA}A{AgAIAIA}At" ii11111, 0441lrAr�rA1#r#rirlrid✓rsATAr#rAririrArlrArArirlflrAiAfAf�rAgo i , i /� iftit r i �(Ai1jf>ijatAjAjAjAjAjAjA{AtA1A{AjAjA}A{AjAjA A{At1r�AlA{AjAjA{A}AiAjAji{AjAjAjAjAjAjA}AjA}AjAiAjAjAjAjfijilj►jAjAjl�jA��A{AjAjAjf✓ajAjAjfijA}AjAjA}AjAjA}A'A'AiAA�A'A!"AAA>1 ll44ptiAA##ArIIlAr1lr►AA1?rIAA>a iiAhAjI�i►�ptIA#It-AA}tI-AAA.=itt#AA`rilAAA:i1fAEAAAfi111rAAAMif1AAAf1lAAAt}IAA#IfAA1tAifAAklAfiA{fAA1lAAti)A�IiA+�{tAA1}AA}iAAI}Ai-IlAA-}lAA}fAAitAjAIAIAiA1}}AIfA1AA}lAArliHlAAIMlIA1AfAIAISISTA141A1A1AAA-((AAItAA}}AA}}}AAIIAAjiiAAA.ffAA{i+}AAA�ti,tlAArII�AAA�jr}(AAAl{{r,AAAl}}}AAJt�{;jAAA'.-}jAAl' {f}ARA,iir�AAii.AA�iiAAc}�AAjrAA�}A't'A{/AtA„}rA.{AtAr�i#a�Mit',iAAA_iIjAAA�j}fA tAIA } AjAIAiAIAIAIxlx'xtAtA4lAIAA}AA{1AA}AA}AAtAAA A}AAlli � frArArArArAits AAaj}iAA#R —� - rr•— ",y,/M��-T �'�'�11Mr♦�+�it�itt.r�ir - - �r�..r��— j i fl I ri�i JOBN MET Noa OF CALCULATED BYi DATE CHECKED BYx DATEa SCALE. %? 74 9 �fG -ew f? Gam.cr ✓. ,� . —.. �.2� -. -'7%9 - - ¢- AWA/ --97 9. .cam �' ..___-_�2_✓'�_---�--' _T__._ ��s'%-2 �____��.' .�0,��' . —�.� 3d/,�1•�" G! 77P• ! lu . . . 06 st JOKI vj� = ,o��t/ 3c ,, : •.• t !/T1 ,c GG . . so0 0 . ••• 0 Tide:TOVAR RESIDENCE Job 0 Dagnr: Date: 10:1913M, 7 MAY 15 D000ription: Scope: - Rew. 68x001 user KW-0808224,Ver 5.a.0.142a-2M General Timber BeamPage 1 (0)1883.2003 ENERCALC Erokwvha Software tovar reslderrce.= .C8h4Wians Description ROOF JOIST General i Wormation Code Rat 2007 NDS,2003 ISC,2003 NFPA 5000.Base allowables are user defined Section Name 2x8 Corner Span 5.50 ft .....Lu 5.60 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 5.5001n Right CantOWW 1.83ft ...Lu 1.83 it Member Type Southern Pian,No.2 2-4 Thick,5-6 W Bm Wt.Added to Loads Fb Base Allow 1,250.0 psi Load Dur.Factor 1.000 Fv Allow 175.0 psi Beam End Fbdty Pla-Pin Fe Allow 865.0 psi Wood Density 37.5Wpcf E 1,6W.0k8i Full length Uniform loads Center DL 40.00 Wilt LL 40.00 #/it Left C 01ever DL Oft LL #tft Right Cantilever DL Wit LL #/ft Summary I Beam Design OK Spans,6.Wft,Right Card=1.831t.Beam Width=1.600in x Depth=5.51n,Ends are Pin-Pin Max Stress Ratio 0.404 : 1 Maximum Moment 0.3 k ft Maximum Shear*1.5 0.3 k Allowable 0.8 k ft Allowable 1.4 k Max.Positive Moment 0.31 k-ft at 2.750 It Shear. Left 0.23k Max.Negative Moment -0.00 k ft at 5.500 it Right 0.23 k Max @ Left Support 0.00 k ft Camber. Left 0.0W in Max @ Right Support -0.00 k ft Cerner 0.039in Max.M allow 0.76 Reactions... r! Right 0.040 in fb 490.04 psi fv 34.64 psi Left DL 0.12 k Max 0.23 k Fb 1,213.48 psi Fv 175.00 psi' Right OL 0.12 k Max 0.23 k Deflections Csnter Span... Derma Cantilever-WW T f Law Left CantileveDead Load Tdal Land Deflection -0.026 in -0.050 In Deflection 0.000 in 0.000 in ...Location 2.750ft 2.750 ft ...LengthAw 0.0 0.0 ...Length/Defi 2,565.6 1,307.61 RightCantilever- Camber(using 1.5D.L.Deft)„. Deflection 0.026 in 0.052 in Q Center 0.039 in ...Length/Defi 1,659.0 8382 a Left 0.000 in Q Right 0.040 In Stress Caics Bending Analysis Ck 29.015 Ls 10.281 it Sxx 7.863 In3 Area 8.260 in2 Cf 1.000 Rb 17.369 Cl 0.971 Max Moment 'd Allowable fb @ Center 0.31 k-ft 3.05 Ina 1,213.48 psi Q Left Support 0.00 k-ft 0.00 In3 •J,2%go psi. . . . .. Q Right Support 0.00 k ft 0.03 In3 1,239.85 phi: Shear Analysis a Left Support Q Right Support • •• • • • • ••• • Design Shear 0.28 k 0.29 k •• ••• •• • • • •• Area Required 1.622 int 1.633 in2 Fv:Alloweble 175.00 psi 175.00 psi Bearing a supports •'• '�' : ": .'• .'. Max.Left Reaction 0.23 k Bearing Length Req'd .. :0266 1g' .• . '.. Max.Right Reaction 0.23 k Bearing Length Req'd ..: ;b.272;p. '.' 000 •.' Tide:TOVAR RESIDENCE Job# ~v Dsgnr: Date: 10:19PM, 7 MAY 15 Description: scope: ems:�onoa` Uaet:KW�0822a for 5.8.0.,.aeuua General Timber Beam _ _ Page 2 (c 1�3 2�3 ENEItCALC Emineer Softwe tovar ra9kWrx•.ecw:Ci lcWationa Description ROOF JOIST Query Values M,V,s 0 41 SpecMed Locations Moment Smear Deflection Center Span Location= 0.00 ft 0.00 k-ft 0.23 k 0.0000 in Right Ceft Location 0.00 ft 0.00 k-ft 0.23 k 0.0000 in Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 It 0.0000 in Sketch &Diagram TTTTTfTlf iilftilff Tf TTlilTlfN l 8MM CJ's a. 1.831t Max e.2k — VM=4910 m oZk Vmax a is s alk — 00 rWmea-4UM en I*Ic—d •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • •• • • • • • •• 010 ••• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • •• •• • •• •• •• •• • • • ••• • ••• JOBS SHEET Nai OF CALCULATED BY DATES CHECKED BYi DATE SCALES GG lv , � ----- 47.18 zw1 GISG Gv zzzdw-a Awc 79, E,a�;.3; Rim: 26 40 ' ... f ....- .. .:0 . ' • Rodes 15 3J ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1 = DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY National Concrete Masonry Association Brick Industry Association Masonry 5.0 Western States Ctay Product Association International Code Coura (IZetease 5.0.0) Prjct TOVAR RESIDENCE Name: ' Topic: EXTERIOR WALL Date:05107115 I I Page: Chkd: __ ___.� ___.---•-•--...._ _� 1 Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2008 MSJC ASD Code I E Material and Construction Data 8 in. CMU, Partial grout,running bond Wali Weight=41.03 pd i Type S Masonry cement/Air-entrained PCL Mortar, Coarse Grout I CMU Density= 115 pcf fm= 1500 psi(Specified) Em=900f m = 1350000 psi ; I i Wall Design Details Thickness=7.625 in. Height=112 in. (Simply Supported Wall, Effective height=H) x=3.813 in. #5 Bars, Fy=60000. Reinforcement Spacing=48 in.On-Center i Wall Design Section Properties Ao=162.6 in2 on design width to= 1328 in4 on design width So=348.4 in3 on design width Ro=2.858 in on design width Wall Average Section Properties Aavg= 198.5 Int on design width lavg=1407 in4 on design width Ravg=2.662 In on design width Wall Support:Simply Supported Wall Spect ied Load Components Load P(Ib) a(in) W1(psf) W2(psfl L(Ibfft) h1 (in) h2(in) Dead 0 0 0 0 0 0 112 Live 0 0 0 0 0 0 112 Soil 0 , . 0. . ." Q. 0 0 0 112 Fluid 0 : : : :0:.• . 0 .: 0 0 0 112 . ... . . . . . Wind •.Q : : •.•0;.• :.•83S 63.3 0 0 112 Seismic 0 0 0 0 0 0 112 Roof 0. ...O• .Do • 0 0 0 112 Rain : : d : •• 0: ? 0 0 0 112 Snow0 4:. • •.b .:: •o :•• 0 0 0 112 • • ••• • • • • . -s--0 — • 0 0 ••• 0 1l jW3,DFS1?GN SYSTEM IFQR CONCRETE APIA CLAY MASONYe NatioConcxete Masonry Association Brldc Industry As'sodafton Masonry 5A Western$fates cay Product Association international Code Council (Release 5.0 0) Prjct TOVAR RESIDENCE Name: M ~V Topic EXTERIOR WALL Date. 05/07/15 Page: Chkd: I Controlling Load Cases s Section Forces with Controlling Flexure and Axial Load--D+L+Lr+S+R+W f x/H =0.520 from bottom of wall V:-11.82 lb/ft ML=8257.97 Ib-in./ft P=183.8 lb/ft at en=0 In MT=ML+Pen=8257.97 Ib-In/ft Moment Capacity=9332.41 Ib-in/ft(777.7 lb-ft/ft)at this axial load Shear Capacity= 1049.59 lb/ft The wall Is adequate for time critical section forces. Section Forces with Controlling Shearing Farce—D+ L+Lr+.S+R+W x/H=0.000 from bottom of wall V=295.4 Ib/ft j ML=0 lb4nlft l P=382.9 Ib/ft at an=0 In MT=ML+Pen=0 Ib4n/ft Moment Capacity= 10002.2 lb4n/ft at this axial load Shear Capacity= 1049.59 Ib/ft The wall is adequate for these critical section forces. These were found to be load cases that controlled the design. The flexural,shear and axial forces shown are those occurring at the critical section for the case controlled by flexure and i at the critical section for the case controlled by shear. The following design calculations are for the section with controlling bending moment Section Design Forces Used t V=-11.82 lb/ft(Computed from Loads) ML=8257.97 lb4n./ft(Computed from Loads) P= 183.8 Ib/ft at e=0 in(Computed from Loads) i t Computed Design Values . . .. ` Note: 1/3 stress increase was used .. . . . . . . .. . . . . ... . Effective Width=48 in. I Web Width=8.313 In.on effective width ... . ••• • Allowable Shearing Farce= 1050 Wit • The wall Is adequate in shear00* ••: :•• '.• • • C}ESK3N SYSTEM FOR CONCRETE AND CLAY MASONRY The NOSona!Concxete tWasanrp Association Back Industry Association onry 5.0 Western States Clay Product Association International Code Council (Release 5.0.0) Prjct TOVAR RESIDENCE Name: i Topic: EXTERIOR WALL Date: 05/07/15 Page: Chkd: 1 j Required As=0.2703€n2 each reinforced cell(0.06757 in2/ft)OK I d=3.813 in. n=21.48 kbalanced=0.3092 jbalanced=0.8969 k=0.2302 j=0.9233 Pmax(Compression)=7.396&+004 lbs(1.849e+004 Ibs/ft)OK Pmax(Tension)=9920 Ibs(2480 lbs/ft)OK The wall has adequate capacity. Development and Splice Lengths for Longitudinal Reinforcement K=3.1250 in. Required Development Length: Id= 25.17 in. j Requited Lap Splice Length: = 28.17 In. I Some codes may require epoxy-coated reinforcement to have longer development and splice lengths. i s t i � f J I t I i t .. . . . . . ••. .. . . . . . .. . • ... . . 0. . . f i I 00 . . .. . . . . . .. .. • 904 t *00 �_._..._..._ __..�......_ • • . • • • • • • • • • • •• •• • • • •• •• • Title: TOVAR RESIDENCE Job# (, Dsgnr. Date: 11:09PM, 7 MAY 15 Description: Scope: �uiwrosos2za vers.a.o,�.oea zcai K Page 1 �, ENetcn�c�i„",,ng sa�m General Timber Beata toor residence.ecar.CaloWatiwis Description FLOOR JOIST General Information Code Ref:2001 NDS,20M IBC,2003 NFPA 5000.Base aliowables are user defln Section Name 2x12 Center Span 16.50 It .....Lu 5.50 It seam Wkith 1.500 In Left Cantilever it .....Lu 0.00 it Beam Depth 11.250 In Right Cantilever ft ...Lu 0.00 It Member Type Southern Pine,No.1 2-4 Thick,12 Wid Bm Wt.Added to Loads Fb Base Allow 1,250.0 psi Load Dur.Factor 1.000 Fv Allow 175.0 psi Beam End Fixity Pin-Pin Fo Allow 565.0 psi Repetitive Member Wood Density 37.500 pof E 1,700.0 kel Full Length Uniform Loads Center DL 25.00#/ft LL 40.00 Wit Left Cantilever DL #/ft LL #tit Right Cantilever DL #!ft LL #/ft Summary T- Beam Design OK Span=16.50ft,Sam Width=1.5Wn x Depth=11.2Mn,Ends are Pin-Pin Max Stress Ratio 0.742 : 1 Maximum Moment 2.4 k ft Maximum Shear* 1.5 0.8 It Allowable 3.2 k ft Allowable 3.0 k Max.Positive Moment 2.36 k ft at 8250 ft Shear: C Left 0.57 k Max.Negative Moment 0.00 k-ft at 0.000 ft Right 0.57 k Max @ Left Support 0.00 k-ft Camber. Left 0.000 In Max Q Right Support 0.00 k-ft Center 0.2431n Max.M allow 3.18 Reactions... Right 0.000 in fb 885.65 psi fv 45.19 psi Left DL 0.24 k Max 0.57 k Fb 1,206.98 psi Fv 175.00 psi Right DL 0.24 k Max 0.57 k Deflections center Span... Dead Load Lett Cantilever. Dead Total Load Deflection .0.1621n -0.382 in Deflection 0.000 in 0.000 In ...Loeation 8.250 It 8.250 It ...Length/Defi 0.0 0.0 ...LenWDeff 1,222.1 517.87 Right Cantilever... Camber(using 1.8•D.L Deft)... Deflection 0.000 In 0.000 In Q Center 0.243 in ...Length/Defl 0.0 0.0 a Left 0.000 In C Right 0.000 In � ss CSIcS Bending Analysis Ck 29.908 Le 11.325 It Sxx 31.641 Ina Area 16.875 Int Cf 1.000 Rb 26.073 CI 0.840 Max Moment six Read Alkmmbb fb •Center 2.36 k ft 23.48 in3 1,206.98 psi •Left Support 0.00 k-ft 0.00 Ina 50 9J... •Right Support 0.00 k-ft 0.00 Ina • I,4374�7�Z • • i i •" Steer Analysis a Left Support Right Support • •• • • • • ••• • Design Shear 0.76 k 0.76 k ••` ••i 6.: •' i i ••` Area Required 4.358 In2 4.358 int Fv:Allowable 175.00 psi 175.00 psi BearingSupports • ••• Max Left Reaction 0.57 k Bearing Length Req'd ` • 0,1V6 13.' •` i • Max Right Reaction 0.57 k Baring Length Req'd ..: :-0.676.%. • ..: •.. 000 0 • . • . 0 0 . . Title:TOVAR RESIDENCE Job# Dagnr. Date: 11:09PM, 7 MAY IS Description: scope: uses tcvv-oeoezaa,Ver 6&0,1-Dac-20W General Timber Beam page (c)19&9 2003 RCALC Engirtearing SdbNwe War residence-erw.calcul.t, Description FLOOR JOIST Query Values M,V.&D @ Specified Locations Moment Shear Deflection Q Center Span Location= 0.00 ft 0.00 k-ft 0.57 k 0.0000 In Q Right Cant.L000don= 0.00 ft 0.00 k-ft 0.00 k 0.0000 In Q Left Cant,Location= 0.00 ft 0.00k-ft 0.00 k 0.0000 in Sketch& Diagram MW ZU-2 R=x a*.Sk Rraox d CA Vam a Nft 0.0k Vmu 0 rf O.Ok % 0*0 0*0 Vv 004 0 0 00 9.0 :.: : 0:0 V: Tide: TOVAR RESIDENCE Job# Dsgnr. Date: 11:11 PRA, 7 MAY 15 J Description: Scope: rRev 680001 i (�a; ', 5.8.0,;�-Dec-2= re Timber Ledger Design s 1 tovar residence.ecw.Cakulations Description FLOOR LEDGER General Information Code Ref:2001 NDS,2003 IBC,20M NFPA 5000.Base allawables are user defin Ledger Width 3.000ln Uniform Load... Point Load... Ledger Depth 11.2MIn Dead Load 207.00#1ft Dead Load 0.00 The Ledger Is Bolted to Concrete Live Load 330.00#Ift Live Load 0.00 lbs Bolt Diameter 314° Spacing 0.00 ft Bolt Spacing 24.0001n Horizontal Shear 250.00#ift Offset 0.00 in Load Duration Factors., Southam Pine,Not 2-4 Thick,12 Wid Live Load 1.000 Fb Allowable 975.0 psi Short Term 1.000 Fv Allowable 175.0 psi j Ledger Stresses Load Combination: IDL+ Ix+ST DL+LL+ST Maximum Moment 2,148.00 in-# 828.00 In-# 2,148.00 in-# Bending Ratio so 33.94 0.038 psi1.08 psiPsi 0.035 MwdmumShear 742.57 lbs 286.24 lbs 742.57 lbs Shear Stress 22.00 psi 8.48 pat 22.00 psi Stress Ratio 0.128 0.04$ 0.126 Bolt Loading Note:Bolt Design Value from NDS 8.21 UBC 23 Using:Southem Pine Stress Summary DL+LL _ OL+ST DL+ +L,�, ST Max.Vertical Load 1,074.00 The 414.00 lbs 1,074.00 lbs Allow Vertical Load 0.00 lbs 0.00 lbs 0.00 lbs Max Horizontal Load 0.00 lbs 500.00 lbs 500.00 lbs Allow Horizontal Load 0.00 lbs 0.00 lbs 0.00 lbs Angie of Resultant 90.0 degrees 39.8 degrees 65.0 degrees Diagonal Comporwit 1,074.00 lbs 649.15 lbs 1,184.68 lbs Allow Diagonal Force 0.00 lbs 0.00 The 0.00 lbs Final Stress Ratio 0.000 :1.00 0.000:1.00 0.000 :1.00 Summary Wood Stress& Bolts OK Stress Spry DL+LL DL+ST Wood Bending Stress Ratio 0.035 :1.00 0.013 :1.00 0.035 :1.00 Wood Shear Stress Ratio 0.126 :1.00 0.048 :1.00 0.126 :1.00 Bolt Stress Ratio 0.000 :1.00 0.000 :1.00 0.000 :1.00 •• ••• • • • • • •• 00 • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .ion. SHAT Mcw OF CALCULATED BY. DATE. CHECKED BY. DATEi SCALE. /.�L- 1.14 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • a• •0 •i• Tilde: TOVAR RESIDENCE Job# + Dsgnr. Date: 9:07AM, 8 MAY IS Description: Scope: u xw Of1482a 1,ver 5.8.0,1-d•c.2= Page 1 (C)4883-ZOQ3 ENERCALC 8n9ineering Software General Timber Beam tovar residenCa.eCw.CelculatiOnS Description FLOOR .JOIST (EXTERIOR DECK) Vaneral Information Code Ref:2001 NDS,2003 ISC,2003 NFPA SM.Base aliowables are user define�d Section Name 2x10 Center Span 10.83 ft .....Lu 5.42 ft Beam Width 1.500 In Left Cantilever ft .....Lu 0.00 ft Seem Depth 9.250 in Right Cantilever It ...Lu 0.00 ft Member Type Southern Pine,No.1 2-4 Thick,10 Wid Sm Wt.Added to Loads Fb Base Allow 1,300.0 pal Load Dur.Factor 1.000 Fv All w 175.0 psi Beam End Fbdty Pin-Pin Fc Allow 565.0 psi Wood Density 37.500 pef E 1,700.0 kel I Full Length Uniform Loads Center DL 26.60#/ft LL 79.80 Wit Left Cantilever DL #Ift LL Wit Right Cantilever DL #/it LL #/ft Summarygnaw Beam Design 04K Span=10.83ft,Seem Width=1.5001n x Depth=9.251n,Ends are Pin-Pin. Max Stress Ratio 0.756 : 1 Maximum Moment 1.8 k-ft Maximum Shear* 1.5 0.8 k Allowable 2.1 k-ft Allowable 2.4 k Max Positive Moment 1.61 k-ft at 5.415 ft Shear: 0 Left 0.60 k Max.Negative Moment 0.00k-ft at 10.830 ft Right 0.60 k Max a Left Support 0.00 k-ft Camber. Left 0.000 in Max Q Right Support 0.00 k-ft Center 0.083 In M®c.M allow 2.13 Reactions... Right 0.000 In fb 904.84 psi N 55.64 psi Left DL 0.16 k Max 0.60 k ' Fb 1,196.92 psi Fv 175.00 psi Right DL 0.16 k Max 0.60 k Deflections Center Span... Dead Load Total Lott Cantilever... Deflection -0.056 In -0.202 in Deflection 0.000 In 0.000 in ...Location 8.415 ft 5.415 ft ...Length/Defl 0.0 0.0 ...LengthtDeft 2,337.3 641.89 Camber using1.6' tl Right Cantilever.. D.L OeJ 0.083 In Deflection 0.000 in 0.000 in a Center 0 Left 0.000 In ...Length/Deft 0.0 0.0 Q Right 0.000 In (Stress Calcs Bending Analysis Ck 29.327 Le 11.088 ft SM 21.391 Ina Area 13.875 In2 Cf 1.000 Rb 23.393 Cl 0.921 Max ent Sw Read Allomble fb Center 1.61 k-ft 16.17In3 1,196.92 psi Left Support 0.00 k-ft 0.00 Ina 300.00 psi Right Support 0.00 k-ft 0.00 Ina ••i:W.40 psc ••• i i ••• Shear Analysis Q Left Support Q Right Support •• •i ••i i a i•i r• Design Shear 0.77 k 0.77 k ••• ••i ••i ••• i i ••r Area Required 4.412 int 4.412 in2 Fv:Allowable 175.00 psi 175.00 psi Bearing @ Supports ••• • • • ••• • • Max Left Reaction 0.60 k Bearing Length Req'd •• 0.7,03 Ii • Max.Right Reaction 0.60 k Bearing Length Req'd ••: ;0.703::. _.• • •.: '•• • • • • • • • • • • • •• •• • • • •0 •• Title: TOVAR RESIDENCE Job# l Dsgnr. Date: 9:07AM, 8 MAY 15 Description Scope: Rev 58tI00t __ Ueer Icwo�aza°,Ver 5.8.0,1-Dec'z=General Timber Beam Page 2 (cn883 2003 FJVERCALC Engineering Software tMW resWence.eemcalculadons Description FLOOR JOIST (EXTERIOR DECK) Query Values M,V,&D @ specified Locations Moment shear Deflection Center Span Location= 0.00 ft 0.00k-ft 0.80 k 0.0000 in Q Right Cant.Location= 0.00 It 0.00 k-ft 0.00 k 0.0000 In Left Cant.Location= 0.00 It 0.00 k-ft 0.00 k 0.0000 in Sketch &Diagram µ 10$• +�t� ��,:t+t*i � � I'i+it � it�.itt toe.a�rc :- _ IZmx Q.elf R(w-i0.ft t o — 1 a i t • • • • • •• • •• • • • •• ••• •• so :040 so i i i• • • i • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• Title: TOVAR RESIDENCE Job# Dsgnr: Date. 9:37AM, 8 MAY 1S Description: Scope: cies-220MENERCALC8Enng1 eMnngsoKwwe Timber Ledger Design torarreskence.ecwCPaBcgu ops Description FLOOR LEDGER AT EXTERIOR DECK General Information -•_ Code Ref:20D1 NDS,2003 IBC,2003 NFPA 500D.Base allowables are user defined. Ledger Width 3.0WIn Uniform Load... Point Load... Ledger Depth 9.2501n Dead Load 110.0001 Dead Load 0.00 lbs Ledger Is Bolted to Concrete Live Load 330.00#Ift Live Load 0.00 Ibs Bolt Diameter 3W Spacing 0.00 ft Bolt Spacing 21.000 In Horizontal Shear 250.00#1it Offset 0.00 In Load Duration Factors... Southern Pins,No.2 2-4 Thick,10 Wid Live Load 1.000 Fb Allowable 1,050.0 psi Short Term 1.000 Fv Allowable 175.0 psi Ledger Stresses ^� Load Combination: DL+LL nL+sT pL+LL+ST Maximum Moment 1,347.50 in-# 336.87 in-# 1,347.50 in-# Bending Stress 31.50 psi 7.57 psi 31.50 psi Stress Ratio 0.030 0.007 0.030 MaximumShear 535.10 lbs 133.78 lbs 535.10 lbs Shear Stress 1928 psi 4.82 psi 19.28 psi Stress Ratio 0.110 0.028 0.110 Balt Loading Note:Bolt Design value from NDS 5.2!UBC 23 Using:Southern Pine Stress Summary DL+LL DLA+ _ DL,+LL+ST Max.Vertical Load 770.00 this 192.50 lbs 770.00 lbs Allow Vertical Load 2,950.00 lbs 2,950.00 Ile 2,950.00 lbs Max.Horizontal Load 0.00 lbs 437.50 lbs 437.80 lbs Allow Horizontal Load 6,150.00 The 6,150.00 lbs, 8,150.00 The Angle of Resultant 90.0 degrees 23.7 degrees 60.4 degrees Diagonal Component 770.00 lbs 477.98 lbs 885.61 lbs Allow Diagonal Force 848.90 lbs 1,440.69 We 935.95 lbs Final Stress Ratio 0.908:1.00 0.332:1.00 0.945 :1.00 Summary _ Wood Stress&Bolts OK- Stress Summary DL+LL DL+ST DL+LL-+ST Wood Bending Stress Ratio 0.030 :1.00 0.007 :1.00 0.030 :1.00 Wood Shear Stress Ratio 0.110 :1d0 0.028 :1.00 0.110 :1.00 Bolt Stress Radio 0.909 :1.00 0.332 :1.00 0.946 :1.00 1 •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• • • •o i• • •• • •• • • ••• • ••• •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Tide: TOVAR RESIDENCE Job# Dsgnr: Date: 9:53AM, 8 MAY 15 Description, Scope: User:icwO zt 1.Ver 5.0A I-Dec-= General Timber Beam Page 1 c)1983 2003 ENERCALC Engirarin Software tovar residence.ecw;Caloulations Description FLOOR JOIST (LOUNDRY) General Information Code Ref:2001 NDS,2003 ISO,2003 NFPA 5000.Base allowables are user define! Boom Section Name 2x10 Center Span 11.10 ft .....Lu 5.50 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Deifth 9.250 in Right Cantilever ft ...Lu 0.00 it Member Type Southern Pine,No.2 2-4 Thick,10 Wki Bm M.Added to Loads Fb Base Allow 1,050.0 psi Load Dur.Factor 1.000 Fv Allow 175.0 psi Beam End Fbdty PIn-Pin Fc Allam 565.0 psi Wood Density 37.500pcf E 1,600.0ksl Fall Length Uniform Loads w Center DL 33.30#/ft LL 53.20 #/ft Left Cantilever DL #/ft LL #!ft Right Cantilever DL #/ft L. #/ft Summary Beam Design OK Span-11.10ft,Beam Width=1.5001n x Depth=9.251n,Ends are Pin-Pin Max Stress Ratio 0.789 : 1 Maximum Moment 1.4 k-ft Maximum Shear* 1.5 0.8 k Allowable 1.8 k ft Allowable 2.4 k Max.Positive Moment 1.39 k-ft at 5.550 ft Shear: @ Left 0.50 k Max.Negative Moment 0.00 k-ft at 11.100 ft Q Right 0.50 k Max(a Left Support 0.00 k ft Camber: 0 Left 0.000 In Max Q Right Support 0.00 k-ft Q Center 0.119 In , Max.M slier✓ 1.76 Reactions... Q Right 0.0001n fb 778.58 psi fV 46.71 psi Left DL 0.20 k Max 0.50 k Fb 986.99 psi Fv 175.00 psi Right DL 0.20 k Max 0.50 k I Deflections Center Span... Dead Load Total Load Left Cantilever... 12od Lmd Total Load Deflection -0.080 In -0.194 in Deflection 0.000 In 0.000 in ...Location 5.550 ft 5.550 It ...Length/Defi 0.0 0.0 ...Lsngth/Defl 1,672.3 685.03 WghtCantilever- Camber(using 1.8`DJ_Def!)... Defiedion 0.000 In 0.000 In Center 0.119 in ...Length/Defl 0.0 0.0 Left 0.000 in G Right 0.000 In s S rens talcs Bending Analysis Ck 31.658 Le 11.218 ft Sia 21.391 In3 Area 13.875 tn2 Of 1.000 Rb 23.530 Cl 0.940 Max Moment Sa Bawd Allowable fb a Center 1.39 k ft 16.87 In3 986.99 psi Left Support 0.00 k ft 0.00 In3 1,050.00 psi Rigti-S p ••. : i :'b.Wk-ft 0.01)In3 1,050.00 psi Shear Ann i�rslsee•i i i i• @Uft 84ort Q Right Support Design Wear� � ••• i•' i•�•�fi 0.65 k Area ReWed 3.704 In2 3.704 In2 Fv:Allowable 175.00 psi 175.00 psi Bearing Q Supports ••• • •.• • Max.tel RBac,' on '. r 0960 k�• Bearing Length Req'd 0.590 In Max.FIW l'I8actten, ; '• ' 40 le Bearing Length Req'd 0.590 In • ••• • ••• • ••• • • ••• • • Title: TOVAR RESIDENCE Job# Dsgnr: Date: 9:53AM, 8 MAY IS Description: Scope: 1 user.KW-=5224.Ver 8.8.0,lZec.2D03 General Timber beam Page 2 (c}1883-2003 ENERCALC E ineering Software tovar residence.ecw Calculation• Description FLOOR JOIST (LOUNDRY) Query Values _...- M.V,&,D @ Specified Locations Moment Shear Deflection 0 Center Span Location= 0.00 It 0.00k-ft 0.50 k 0.0000 in Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 In Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 It 0.0000 in t Sk tctt& Diagram W�W,Ilr 17-1 Dmx-40.7 PAW m 0.6k Remi o 0.6k Vrtput�11e0 a 0,sk VMW 0 it a 0.8K t —_i • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• •• • • • • •• • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • JOB$ x'V*412 SHEET Noa. OF CALCULATED BYE DATEi CHECKED BYi DATES SCALE 17leg __.... 7 �/�'o 4wo/*W. 00 . . . . .. . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... C3 JCB$ SHEET Moa OF CALCULATED BY® DAi CHECKED BYs DATES SC E_ ,,�r.° -fid �!'=� �"° ✓.---��'' !7` ..... ......... __.. 0' : t.f x . • •• • • • . • ...... . •• • • ... • •.• . .. ... .. . . . .. . .. . . . . . . . ......... _ ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . Z� Title: TOJAR RESIDENCE Job# Dsgnr: Date: ? 45PM. 18 hw1AY 15 Description Scope: _ : ..._..._. -_....._._.......... -- - ._..._ Use K*0: ,606224.Vee &0.<..Dc i6 Design Page 1 c 1632 C3 ESlERL� �n i.toF has e a resF Description INTERIOR BEAM General Information � Code Ref:RISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 f; 66Y-iIjSection ...a, ton .VV8X24 . .� -.� Fy 36 00kst Pinned-Pinned Load Duration Factor 1.00 Center Span 17.33 it Sm M.Added to Loads Elastic Modulus 29.000.0 ksi Leff Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 0.00 it Distributed Loads mote!Short Term Loads Are WIND Load #1 �#�2 #3 #4 # 5�_ _ sed #6 97 ,.,z... DL 0.354 k/ft LL 0.351 ktft ST klft Start Location ft End Location 17.330 ft Summary Ij Beam OK : Static Load Case Governs stress- d Using,W8X24 section.Span=17.33ft, Fy=36.Oksi End Fixity= Pinned-Pinned. Lu=O.00ft: LDF=1.0010 Actual Allowable Moment 27.257 k-ft 41.382 Wt Max.Deflection -0.614 In fb:Bending Stress 15.650 ksi 23.760 ksi fbt Fb 0.659 :3 Length/DL Deft 655.3:1 Lengtht{DL+LL Defl} 338.5:1 Shear 6.291 k 27.977 k fv:Shear Stress 3.238 ksi 14.400 ksi fv 1 FV 0.226 :1 Force&Stress Summary «--These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Oniv IM Center &Center Cents AM Cants Max.M+ 27.26 k-ft 14.08 27.26 k-ft Max.M- k-ft Max.M(M Left k-ft Max.M Q Right k-ft Shear @ Left 6.29 k 3.25 6.29 k Shear @ Right 6.29 k 3.25 6.29 k Center Defi. -0.614 in -0.317 -0.614 -0.614 0.000 0.000 in Left Cant Defi 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft 0.000 in 0.000 0.000 0.00D 0.000 0.000 in ...Query Deft @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.29 3.25 6.29 6.29 k Reaction Q Rt 6.29 3.25 6.29 6.29 k Fe caled per Eq.E2-1,K*Ur<Cc 1 Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0.66 Fy • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 47 Title: 1'OVAR RESIDENCE Job# Dsgnr: Date: 1:45PM, 18 MAY 15 Description Scope: User Kx V-. ,62:2.4 Vv.Z s 0, -DecSteel Beam Design Page 2 1r�s 4r'E I �CALC Engsnee r� c vea es M,ra vv 4a �:e e Description INTERIOR BEAM Section Properties W X24 ,.. �k&...-..^4`.Y,a„o �II s .,Y fi ...r:�A�:. .. ..�;" �'i.�.•< :aek' .. Depth 7.930 in Weight 24.05 #/ft Web Thick 0.245 in box 82.700 in4 Width 6.495 in lyy 18.300 in4 Flange Thick 0.400 in Sxx 20,900 in3 Area 7.08 in2 Syy 5.630 in3 Rt 1.760 in R-xx 3.420 in Values for LRFD Design.... R-yy 1.610 in J 0.350 in4 Z.x 23.100 in3 Cw 259.00 In6 Zy 8,570 in3 K 0.794 In Sketch& Die rarn ftp ._..._... ... ..... .._ a.TAkiR'i5lcVPY 44Y Y eY4'Y 09 4FzT V44Y4Y.Y 8YYT554PPTTT 0•7 .. •—%— --__...__._: 1............._._. 4.. Rmix-92M Rmexa8.281k ........... „.,.....:. V=X 0188=8.291k Vnvx ed m 8.2E ; ...._............... _,._._....:... ,......_. _.. ...... __ i _w,w 3 __... i •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET Noa OF CALCULATED BY: DATEv CHECKED BYs DAT& $CALEo El • i• • . • ... ...t i ._� .. .... ... .}.. ... • 000 a•• iy• • ... • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Title:TOVAR RESIDENCE Job# Dsgnr: Date: 11:29AM, 12 MAY IS Description: Scope: %cw-osna22a,vers.ao, -aeazoa� Steel Column Page 1 (c)19aS-2003 ENrrtCALC En�geering Software torar residenc•.ecw:CalculaUons Description ST-1 General infoanation _ Code Ref:AISC 9th ASD,1997 UBC,2003 IBC,2003 NEPA 5000 steel Section TS3X3X114 FY 46.00 ksi X-X Sldesway: Sway Allowed Durarm Factor 1.000 Y Y SidewW: Sway Allowed Column Height 8.330 ft Elastic Modulus 28,000.00 kel End FVty Pin-Pin XA Unbraced 8.330 ft Kxx 1,200 Live&Short Term Loads Combined Y Y Unbraced 8.330 It KW 1.200 Loads Axial Load... Dead Load 4.02 k Eco.for X X Axis Moments 0.000 In Live Load 2.76 k Ecc.for Y-Y Axis Moments 0.000 In Short Term Load k Summary Column Design OK Section:TS3X3X114, Height= 8.33ft,Axial Loads: DL= 4.02, LL= 276, ST= O.00k, Ecc.= 0.0001n Unbraced Lengths: X-X= 8.33ft, Y-Y 8.33ft Combined Stress Ratios Dead_ Live QL+LL DL+ST+(LL If Chosen) AISC Formula H1 -1 0.2073 0.2073 AISC Formula H1-2 0.0948 0.0948 AISC Formula Hi-3 0.1229 0.0844 XX Axis:1`a calc'd Isar Ea.E2.1.K*Ur 4 Cc -1 KU c Cc Stresses Allowable&Actual Stresses Dead Live DL+LL DL+Short Fa:Allowable 12.63 ksi 1283 ksi 12.63 kst 1263 kst fa:Actual 1.55 ksi 1.07 ksl 2.62 kst 2.62 kel i Fbm:Allow[F1-61 27.60 ksi ' 27.60 kst .27.60 ksi 27.60 kd ` Fb=:Allow[F1-7[&[F1-81 27.60 kst 27.60 loll 27.60 kst 27.60 kel fb:xx Actual 0.00 Its] 0.00 kel 0.00 ksi 0.00 kst Fb:yy:Allow[F1-6] 27.60 kst 27.60 ksi 27.60 kst 27.60 W Fb.yy:Allow[F7-7]&[F1-81 27.60 tori 27.60 ksi 27.60 ksi 27.E ksi fl?:yy Actual 0.00 ksl 0.00 ksi 0.00 ksi 0.00 ksl Analysis Values Fax::DL+LL 12,663 psi Cm:x DL+LL 0.85 Cb:x DL+LL 1.75 Fey:DL+LL 12,6630 Cm:y DL+LL 0.85 Cb:y DL+LL 1.75 Pax:DL+Li,+ST 12,883 psl Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1,75 Pey:DL+LL+ST 12,663 psi Cm y DL+LL+ST 0.85 Cb:y DL+LL+ST 1.75 Max X X Axis Deflection 0.000 in at 0.000 ft Max Y•Y AVf Gef Cw.* : .'.O.§4n.V 0.000 ft •. •.• •• • • • •. • • • • • • • • • • • •• •• • • • •• •• Title: TOVAR RESIDENCE Job## Dsgnr: Date: 11:20AM, 12 MAY 15 Description: Scope: Rev .._,..._._._—__ USer 1CW0�224,Vers.&0,1-dec-2003 Steel Column �g 2 (c)1983-2003 ENERCRLG Engineering Saftvrare tovar res[dence.ecw.Ca1cu1ation9 Description STA Section Properties T33X3X9/4 M Depth 3.000 in Weight 8.80#!it Values for LRFO Design..,. Thickness 0.250 in Ixx 3.160 Ino J 5.350 in4 Width 3.000 in lyy 3.160 in4 0.00 Sxx 2100 in3 Zx 2.610 in3 Area 2.59 M2 Syy 2,100 in3 Zy 2.610 Ina Rt 1.500 in Rxx 1.100 in 0.000 Ryy 1.100 in Section Type=TS-Square Sketch&l Diagram Adel a_m e.= A"LLa27M Adel ST.Wt 8.331t Y Li � l •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • •• •• • • • • •• • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FORM 405-10 FLORIDA ENERGY DE FOR BUILDING CONSTRUCTION Florida Department of Bi aofe onaI Regulation - Residential Performance Method Project Name: TOVAR RESIDENCE Builder Name: Street: 464 NE 92nd STREET Permit Office: MIAMI City,State,Zip: MIAMI,FL,33138- Permit Number Owner: ANDREA 8 JONATHAN TOVAR Jurisdiction: 231000 Design Location: FL,Miami 1. New construction or existing New(From Plans) 9. Wall Types(1668.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insui,Exterior R=5.0 1668.10 fta b.WA R= fta 3. Number of units,if multiple family 1 c.N/A R= fta 4. Number of Bedrooms 3 d.WA R= fta 5. Is this a worst case? No 10.Ceiling Types (1885.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 1885.00 fta 6. Conditioned floor area above grade(ftp 1885 b.N/A R= fta Conditioned floor area below grade(ftp 0 c.N/A R= fta 11.Ducts R fta 7. Windows(282.9 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 277 a. U-Factor: Sgl,U=1.00 282.92 fta SHGC: SHGC=0.50 b. U-Factor. WA fta 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 44.0 SEER:16.00 c. U-Factor. N/A fta SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A fta a.Electric Strip Heat 32.8 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 8.390 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems 8. Floor Types (1885.0 sgft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Crawispace R=19.0 1885.00 ftaEF:0.970 b. Conservation features b.N/A R= fta None c.WA R= fta 15.Credits Pstat Glass/FloorArea: 0.150 Total Proposed Modified Loads: 46.76 PASS Total Standard Reference Loads: 65.89 I hereby certify that the plans and specifications covered by Review of the plans and O" -110NE S?g this calculation are in compliance with the Florida Energy specifications covered by this �y a p Code. calculation indicates compliance mow' ,y''� ,a with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: Nthis building will be inspected for t9 �* compliance with Section 553.908 I hereby certify that this building,a desi ed, is in compliance Florida Statutes. with the Florida Energy C°�e. we OWNER/AGENT: BUILDING OFFICIAL: DATE: I DATE - Compliance requires completion of a Florida Air Barrier and Insulatldn Iffditectrdh Checlillist •• • ••• • ••• • • •• • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • 5/3/201511:12 PM EnergyGauge@ USA-FlaRes2010 Section404.1 C®+ant Ssftwase : Page 1 of 5 • •• •• • • • •• •• 600 0 0 • 090 0 0 i PROJECT Title: TOVAR RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1885 Lot# Owner: ANDREA&JONATHAN TOV Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 464 NE 92nd STREET Permit Office: MIAMI Cross Ventilation: County: Miami-Dade Jurisdiction: 231000 Whole House Fan: City,State,Zip: MIAMI, Family Type: Single-family FL, 33138- New/Existing: New(From Plans) 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 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 AHU-1 1885 15080 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1885 15080 Yes 1 3 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerWall Ins.R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 216.08 ft 0 1885 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2042 ft2 01112 Medium 0.96 No 0.9 No 0 22.6 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1885 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 •• ••188 ft: • • • 0.1.1 Wood • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • 5/3/2015 11:12 PM EnergyGauge®USA-FlaRes2010 Sectio 409 t Qm$liart Sgftwa�e••• Page 2 of 5 ••• 0 0 0 000 0 0 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below* ()Mt In Wall Type R--Value Et In Et In Area R-Alaille Fraction Absor Grarle%- 1 N Exterior Concrete Block-Int Insul Main 5 57.25 8 458.0 ft' 0 0.3 0 2 W Exterior Concrete Block-Int Insul Main 5 52.37 8 419.0 ftz 0 0.3 0 3 E Exterior Concrete Block-Int Insul Main 5 54.62 8 437.0 ft' 0 0.3 0 _4 S Exterior Concrete Block-Int Insul Main 5 44.25 8 354.0 fe 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main Metal .28 3 8 24 fe WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 1 0.5 50.0 f? 1 ft 6 in 1 ft 0 In Drapestblinds None 2 N 1 Metal Single(Tinted) Yes 1 0.5 19.0 ft' 1 ft 6 In 1 It 0 in Drapes/blinds None 3 W 2 Metal Single(Tinted) Yes 1 0.5 12.0 ft' 1 ft 6 in 1 It 0 In Drapes/blinds None 4 W 2 Metal Single(Tinted) Yes 1 0.5 20.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 5 W 2 Metal Single(Tinted) Yes 1 0.5 34.0 ft' 16 ft 6 in 1 ft 0 in Drapes/blinds None 6 E 3 Metal Single(Tinted) Yes 1 0.5 12.0 fta 1 ft 6 In 1 ft 0 in Drapes/blinds None 7 E 3 Metal Single(Tinted) Yes 1 0.5 12.0 ft' 1 ft 6 in 1 It 0 in Drapes/blinds None 8 S 4 Metal Single(Tinted) Yes 1 0.5 28.0 ft' 1 ft 6 in 1 ft 0 in. Drapes/blinds None 9 S 4 Metal Single(Tinted) Yes 1 0.5 28.0 ft2 16 ft 6 in 1 ft 0 in Drapestblinds None 10 S 4 Metal Single(Tinted) Yes 1 0.5 68.0 ft' 16 ft 6 in 1 It 0 in Drapes/blinds None INFILTRATION # Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2472.2 135.72 255.24 .345 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 32.76 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 44 kBtu/hr 1320 cfm 0.75 1 sys#1 • •• • • • • ••• • • ••• • ••• • • 5/3/201511:12 PM EnargyGauge®USA-FIaRas2010 Sectio:40a.4q GbnrTiont Software• : Page 3 of 5 •••• •• •• •• • • •• •• • 000 0 • HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Main 0.97 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None {t= DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 277 ft' Main 94.25 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programabl[e hermosta[[t:]]Y [[ � [[[ Ceiling Fans:rj rj rl rl N Dec Hating [X]Jan [X]Feb [X]Mar AAAor I May Jun Jul Aug Sep Oct Se W Oct X Nov DeVenting [[ JJ Jan [[ ]]Feb [[XX])Mar Jun Jul Aug Sep 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 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • •• • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••r • • pl5/3/201511:12 PM EnergyGauge®USA-FlaRes2010 Section 401.g.q pbrrl rt S$ j•.: Page 4 of 5 ••• • 0 0 090 • 0 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 464 NE 92nd STREET PERMIT#: MIAMI, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope f leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental / electric heat must prevent supplemental heat when compressor can ✓ meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch, / Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficien%Pfer ff(:3tg)rCreAUr*.,'3Wal equipment occasion cooling or heating capaciJrequit4s rboaCatb 4figefi or variable capacity system. Electric heaf>492WAsUbta divilJediTito two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. ' •'• • ••• • .. . . . . . .. . . 5/3/201511:12 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 6iliant 6 oUs're : • : Page 5 of 5 • • •• • • • •• •• ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1111111110 ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index,the more efficient the home. 464 NE 92nd STREET, MIAMI, FL, 33138- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1668.10 f? b.WA R= fts 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ftz 5. Is this a worst case? No 10.Ceiling Types insulation Area a.Under Attic(Vented) R=19.0 1885.00 fts 6. Conditioned floor area(ftp 1885 b.N/A R= ft' 7. Windows" Description Area c.NIA 11 Ducts R R I2 a. U-Factor Sgl,U=1.00 282.92 f12 SHGC: SHGC=0.50 a.Sup:Attic,Ret Main,AH:Main 6 277 b. U-Factor. WA ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A fN a.Central Unit 44.0 SEER:16.00 SHGC: d. U-Factor. N/A ff' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 32.8 COP:1.00 Area Weighted Average Overhang Depth: 8.390 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems a.Natural Gas Cap:1 gallons a.Crawispace R=19.0 1885.00 ft' EF:0.97 b.WA R= ft' c.WA R= it= 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) ,y0 � � o in this home before final inspection. Otherwise, a new EPL Display Card will be completed ki '�. 10 based on installed Code compli t fe tures. Builder Signature: Date: 5 c Address of New Home: 4 b 2� w E :>\-Z- Ss, City/FL Zip: K�NA 33 �3� WE "Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the Energ Gauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information;;nc ;a lisp o cIrt=fied Raters. For information about the Florida Building Code, Energy Conservation, contaettheticjic*p$ulditt eConpission's support staff. •• 000 •• • • •. •• ""Label required by Section 303.1.3 of the Florida Building Code, Energy C04servation,itrot DEFAULT. • . • • • .. • . • . • •• . . EnergyGauge®USA-FlaRes2010 Section 40021'1•Con1pliant Aoltware "' ' ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • Building Input Summary Report PROJECT Title: TOVAR RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner. ANDREA&JONATHAN TOV Conditioned Area: 1885 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 464 NE 92nd STREET Permit Office: MIAMI Rotate Angle: 0 County: Miami-Dade Jurisdiction: 231000 Cross Ventilation: City,State,Zip: MIAMI, Family Type: Single-family Whole House Fan: FL, 33138- New/Existing: New(From Plans) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tray Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh FFFFFF 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Galton Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 AHU-1 1885 15080 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated •• ••• • • • • • •• 1 Main 1885 15080 Yes 1 0 3: • 4 : Yes Yes FLOORS •.• ••t •.. ••• . 1 •.• # Floor Type Space Exposed Peri Wall Ins.R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 216.08 ft 0 ••• 1885 ft' : x:19 .00 ••.0 0 1 • . . • • • • 5/3/2015 11:12 PM EnergyGauge®/USRFSB v3.1 Page 1 of 5 •0 0• • • • 0 0 • • • • :.90: • • • :090: h ( 1> Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2042 ft' 0 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1885 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic 0 Main 19 1885 ft' 0.11 Wood WALLS ��Wall orientation below is as entered. Actual orientation is modified b rotate angle shown in"Project"section above. # Omt Ad To nt Wall Type Space R Vaal a Ftdttin Ft elln Area SR-value Framing Absor. Grade% 1 N Exterior Concrete Block-Int Insul Main 5 57.25 8 458.0 ft' 0 0.3 0 2 W Exterior Concrete Block-Int Insul Main 5 52.37 8 419.0 ftp 0 0.3 0 3 E Exterior Concrete Block-Int Insul Main 5 54.62 8 437.0 ft' 0 0.3 0 4 S Exterior Concrete Block-Int Insul Main 5 44.25 8 354.0 ftz 0 0.3 0 DOORS Width Height # Omt Door Type Space Storms U-Value Ft In Ft In Area 1 N Insulated Main Metal .28 3 8 24 ft' WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single(Tinted) Yes 1 0.5 N 50.0 ft' 1 it 6 in 1 it 0 in Drapes/blinds None 2 N 1 Metal Single(Tinted) Yes 1 0.5 N 19.0 ft' 1 It 6 in 1 it 0 in Drapestblinds None 3 W 2 Metal Single(Tinted) Yes 1 0.5 N 12.0 ft' 1 it 6 In 1 ft 0 In Drapes/blinds None 4 W 2 Metal Single(Tinted) Yes 1 0.5 N 20.0 ft' 1 It 6 In 1 ft 0 in Drapes/blinds None 5 W 2 Metal Single(Tinted) Yes 1 0.5 N 34.0 fta 16 ft 6 In 1 It 0 in Drapes/blinds None 6 E 3 Metal Single(Tinted) Yes 1 0.5 N 12.0 ft' 1 ft 6 in 1 ft 0 in Drapes/blinds None 7 E 3 Metal Single(Tinted) Yes 1 0.5 N 12.0 ft' 1 it 6 in 1 ft 0 in Drapes/blinds None 8 S 4 Metal Single(Tinted) Yes 1 0.5 N 28.0 ft' 1 It 6 in 1 It 0 in Drapestblinds None 9 S 4 Metal Single(Tinted) Yes 1 0.5 N 28.0 ft' 16 it 6 In 1 ft 0 in Drapes/blinds None 10 S 4 Metal Single(Tinted) Yes 1 0.5 N 68.0 fts 16 ft 6 in 1 It 0 In Drapestblinds None • 0 00 * • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •• •• • • • • • •• • • •• • • ••• • ••• • ••• • 5/3/201511:12 PM EnergyGauge®/USRFSB v3.1 Page 2 of 5 ••• • • • • ••• • • • •• ••. • • • •• •• ••• • • • ••• • • Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Spaces) 1 Wholehouse Best Guess .0005 2472.2 135.72 255.24 .345 9.8363 All MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 fN 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity ---Geothermal HeatPump- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 32.76 kBtu/hr 0 0 0 sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:16 44 kBtu/hr 1320 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Natural Gas Tankless Main 0.97 1 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply Return Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 277 W Main 94.25 ft' Default Leakage Main Default Default 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: N ri rl Heating Jan Feb Mar Apr may rj Jun ri Jul Aug Sep W Oct Occtt X Nov H Dec Nov DecVenting Jan Feb Mar Jun Jul Aug Sep 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 .•• 09: : 218••• :64 •••68 68 68 PM 68 68 68 68 68 68 • 68• • :68- • g6•• .-V8: • 68 66 66 Heating(WEH) AM PM 66 68 66 68 68 66 6868 68 ••• 6 • ••68••• •68 ..068 68 68 66 66 • ••• • ••• • • •• • • • • • •• • • ••• • ••• • ••• • 5/3/2015 11:12 PM EnergyGauge®/USRFSB v3.1 Page 3 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Building Input Summary Report APPLIANCES&LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWnNr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1963 kWh/Yr Peak Value: 641 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 140 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts REFRIGERATORS ID Type Screen Location Quantity Vol FrZ.Vol Make Model Schedule kWhPerYr 1 Default New GROUND 1 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type e e Ms" e e Model* e $ghedule LoadsPerYr 1 Dryers Default New Main Electricity • • •• • • • • • rY • •• • • o • ••• • goo so! oil 1 1 • ••• • ••• • • •• • • • • • •• • • ••• • ••• • ••• • 5/3/201511:12 PM EnergyGauge®/USRFSB v3.1 Page 4 of 5 • • • • • • • • ••• • • • ••• • • Building Input Summary Report DISHWASHERS D Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr EI Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • • • • •• • • • ••• • 5/3/201511:12 PM EnergyGauge®/USRFSB v3.1 ••• ••• • Page 5 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Air System Sizing Summary for AHU-1 Project Name:15-027 TOVAR RESIDENCE 05/03/2015 Prepared by:JOP 07:03PM Air System Information Air System Name...........................................................AHU4 Number of zones.........................................---..........................1 Air System Type .....................................Single Zone CAV Floor Area.........................................................................1885.0 sqft Location ..................................................Miami IAP,Florida Sizing Calculation Information Calculation Months ......................................_..._Jan to Dec Calculation method*--...........Transfer Function Method Central Cooling Coil Sizing Data Total coil load:.........................................................................3.2 Tons Load occurs at:...........................................................Aug 1600 Total coil load ......................................................................38A MBH OA DB/WB.........--------............-----..-............------........90.7176.9 F Sensible coil load:.........................................-..-----..............30.9 MBH Entering DB/WB:....................................---------------..75.4/63.6 F Coil airflow:...............-.................---------------------....................1438 CFM Leaving DB/WB:.......................................................55.4154.4 F Sensibleheat ratio:............_............._.............------............0.805 Coil ADP ...-...........................................................................53.2 F Area per unit load ......................-..._...............................588.4 sgfUron Bypass Factor*_............................-.....-.............................0.100 Loadper unit area:.......................-......................................20A BTU/(hr-sgft) Resulting RH.............-..................._.................................-...-.53 % Design supply temp.........._.............................................56.0 F Central Heating Coil Sizing Data Max coil load..................................----...............................18.0 MBH Load occurs at*.............................................................Des Htg Coil airflow:.................-..._........._...-----.........................._...1438 CFM Ent DB/Lvg DB..._...-............................................_.70.0181.6 F Load per unit area:......_......._................................................9.5 BTU/(hr-sqft) Supply Fan Sizing Data Actual max airflow:....._....................-............................._1438 CFM Fan motor BHP,................................................-..._.........0.17 BHP Standard airflow....-..._......._....................................._.....1437 CFM Fan motor kW............-.......................................-..............0.12 kW Actual max airflow per unit area,.................................0.76 CFM/sgft Fan static ...............................................................-...-...-....0.40 in wg Outdoor Ventilation Air Data Design airflow.-..................................................................J 0 CFM Airflow per persorr...........................................-.................0.00 CFM/person Airflow per unit floor area ..........................._-----------------0.00 CFM/sgft Space Sizing Data Space Name Maximum Design Time of Peak Maximum Space Space Cooling Alrfkow Load Heating Floor CFM/sgft Sensible CFM Load MBH Area MBH GROUND FLOOR 31.0 1438 Am 1600 17.8 1885.0 0.76 •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• • • •• • • • • • •• • • Block Load 4.16 : • • • • • • • • • ... . • • ••• • • Page 1 Of 3 System Design Load Summary for AHU-1 Project Name:15-027 TOVAR RESIDENCE 05/03/2015 Prepared by:JOP 07:03PM DESIGN COOLING DESIGN' EAT1NG Aug 1600 Design Heating Day OADBlWB90.7`Ff76.9F OA DB/WB 46F/38.6F Zone Loads!rased on TFM Details Sensible Latent BTU/hr Deter Sensible Latent STU/hr BTU/hr STU/hr Window and Skylight Solar Loads 193 s ft 5881 - 193 s ft - - Wall Transmission 1319 s ft 6151 - 1318 sqft 8325 - Roof Transmission 1885S 2865 1885 s ft 1991 Window Transmission 193 sqft 2675 - 193 scift 4633 Skylight Transmission O sqft 0 - 0 s ft 0 Door Loads 156 scift 3925 - 156 sqft 2837 - Floor Transmission 1885 Eft 1915 1885 s ft 0 Partltions/Ceilin s 104 sqft 132 104 s ft 0 - Overhead Lighting 1414 W 4824 - 0 W 0 Electric Equipment 0 W 0 O W 0 People 6 1470 7500 00 0 Infiltration 0 0 - 0 0 Miscellaneous - 1200 0 - 0 0 Safety Factor 0%/0% 0 0 0% 0 0 >>Total Zone Loads 31037 7500 17786 0 Thermostat and Pulldown Adjustment - -524 0 - 642 0 Plenum Wall Load 0% 0 - 0 0 Plenum Roof Load 0% 0 - 0 0 Plenum Lighting Load 0% 0 - 0 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1438 CFM 426 1438 CFM -426 >>Total System Loads 30939 7500 18002 0 Central Cooling Coil - 30939 7502 - 0 0 Central Heating Coit - 0 18002 »Total Coil Loads 30939 7502 18002 ;, 0 Key: Positive values are cig loads Positive values are btu loads Negative values are big loads Negative values are cig loads • •• • • • • ••• • Block Load 4.16 • •• •.• • • • •.• • • Page2of3 Zone Design Load Summary for AHU-1 Project Name:15-027 TOVAR RESIDENCE 05/03/2015 Prepared by:JOP 07:03PM DESIGN COOLING DESIGN HEATING Aug;1600 Design Heatln D' OA DBIWB'907F176.9F OADBIWB46F/38.6F Thermostatint 75.0 F ThermosetSetpoind 70.0 F Zone Loads based on TFM Details Sensible Latent Details Sensible Latent STU/hr STWhr BTU/hr BTU/hr Window and Skylight Solar Loads 193 sqft 5881 193 sqft - Wall Transmission 1319 sqft 6151 1319 sqft 8325 Roof Transmission 1885 sqft 2865 - 1885 s ft 1991 - Window Transmission 193 s ft 2675 - 193 sqft 4633 Skylight Transmission 0 s ft 0 - 0 sqft 0 Door Loads 156 sqft 3925 - 156 sqft 2837 - Floor Transmission 1885 sqft 1915 - 1885 sqft 0 - Partitions/Ceilin s 104 sqft 132 - 104 s ft 0 Overhead Lighting 1414 W 4824 - 0 W 0 - Electric Equipment 0 W 0 - 0 W 0 People 6 1470 7500 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 1200 0 - 0 0 Safety Factor 0%/ 0% 0 0 0% 0 0 >>Total Zone Loads 31037 7500 17786 0 •• ••• •• • • • •• Block Load 4.16 • •• •• • • Pa e 3 of 3 ••• • • • ••• • • 9 Zone Input Data Project Name:15-027 TOVAR RESIDENCE 05/03/2015 Prepared :JOP 07:40PM GROUND FLOOR 1.General Details FloorArea:......_...........................................................-....1885.0 sgft FloorLength...........................-.....-...-....................................0.0 ft FloorWidth:.......-...-......................-........................................0.0 ft Avg.Ceiling Height.....................................................-.....8.0 ft Building Weight...........................-.............................Medium 2.Internals 2.1 Overhead Lighting 2.3 People Fixture Type.........................................Recessed unvented OccupancyW.............................................................................6.0 People Wattage:.........................................._...................----••------------0.75 W/sgft Activity Level:...........-.........................................Office Work Unoccupied Diversity:.---------............................_................10.0 % Sensible s............................-................................................245.0 BTU/hr/person Latent,__ BTU/hr/person Unoccupied Diversity......................................................._10.0 % 2.2 Electrical Equipment 2.4 Miscellaneous Loads Wattage...-...-..................................................--------------...-.0.00 W/sqft Sensible ...........................................................................1200.0 BTU/hr Unoccupied Diversity:.......-...................................................0.0 % Unoccupied Diversity:.....................__.-...........-..................10.0 % Latent_-......................_...................-....-............................-.--D.0 BTU/hr Unoccupied Diversity....................--..................................0.0 % 3.Walls,Windows,Doors Exp. Wall Gross Area Wall Width(ft) Wall Height(ft);' Window 1 Qty. Window 2 Qty. Door Qty. s N 458.0 0.0 0.0 2 1 1 W 419.0 0.0 0.0 2 2 1 E 437.0 0.0 0.0 2 1 0 S 354.0 0.0 0.0 2 0 2 3.1.Construction Types for ExposureN Wall Type*.........-.---...................._..........EXTERIOR WALL 1st Window Type*..............................................WINDOW 25 2nd Window Type ............................._..............WINDOW 19 DoorType:-•------•----...............................................-•--DOOR 24 3.2.Construction Types for ExposureW Wall Type-------•...........................................EXTERIOR WALL 1st Window Type:...............................................WINDOW 6 2nd Window Type,......................-.....................WINDOW 10 DoorType...............................-.................................DOOR" 3.3.Construction Types for ExposumE Wall Type:...................................................EXTERIORWALL 1st Window Type:.-.................._.................-...-...WINDOW 6 2nd Window Type,..........................................WINDOW 12 3.4.Construction Types for ExposureS Wall Type..................................................EXTERIOR WALL 1st Window Type:.............-...--.----.----.................WINDOW 28 DoorType:.....................-.....-.....-•--------...................DOOR 44 4.Roofs,Skylights Exp. Roof Gross Area Roof Width(ft) Roof Length.(1t)- Roof Slops(deg.) Skyli�70 * H 1885.0 0.0 0.0 • 0 • • • • • • • •• • • • • ••• • 4.1.Construction Types for ExposumH • • • • • • • • • RoofType: .......----ROOF R-19 •• 690 •• • • • •• 5.Outdoor Airflow Direct Exhaust Airflow:..................-.....................................0.0 CFM • • i i • i ••• • • •• • • • • • •• • • 5.1.OA Ventilation Requirements • •• • • • • • • Space Usage:.....-...............................................User-Defined OA Requirement I*.................-...........................--.------------...0.0 CFM/person OA Requirement 2:............--.._-----.----..............................--0.00 CFWsgft ••• • • • • ••• • z 5.2.Infiltration i i • i i•i i i • i f S • •• •• • • • •• •• Block Load 4.16 Page 1 of 2 Zone Input Data Project Name:15-027 TOVAR RESIDENCE 05/03/2015 Prepared by:JOP 07:40PM DesignCooling:.....................................................................0.00 CFM DesignHeating....................................................................0.00 CFM Infiltration occurs at all hours. S.Floors Type:_..................................Above Unconditioned Space Carpeted:. .........................-..._................................................No Floor Area:..........-.....................-.............................._.....1885.0 sgft FloorLength:.......................................................................0.0 ft FloorWidth ...........................................................---.............0.0 ft Total Floor U-Value........................._...__........_............0.400 BTU/(hr-sqft-F) Max Temp of Unconditioned Space:.__............._..........78.0 F Min Temp of Unconditioned Space ...........................75.0 F 7.Partitions 7.1.1st Partition Details Partition Type..................................................Wall Partition Area......................................................................................104.0 sqft U-Value................................................................................0.300 BTU/(hr-sqft-F) Max Temp of Unconditioned Space:............................110.0 F Min Temp of Unconditioned Space ......................_......75.0 F 7.2.2nd Partition Details (No partition data). •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • •• • • ••• • ••• • ••• • Block Load 4.16 • • • • • • • ••• • • 0 ••• • • Page 2of2 s M DUDE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMEN AN OR 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 NOTICE OF ACCEPTANCE (NOA) www.mt Glade. ra/ Craftsmen In Wood Manufacturing 5441 West Hadley Street Phoenix,AZ 85043 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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)andlor•,tle�AIU(iwareas other:than-Mimni Dade-County) reserve the right to a have this product or material tested for quality assurance purposes. I€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 night to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:910"Series Single Outswing Opaque Doors-L.M.L APPROVAL DOCUMENT:Drawing No. 11-229(Rev#10497),titled"Single Out-Swinging Wood Entrance Doors"Sheets 1 through 10 of 10,dated 12/08/12,prepared by Tilteco Inc.,signed and sealed by Walter A.Tilit, Jr.,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant Limitation: 1.Max.Positive exterior Design Pressure water rating must not exceed+66.0 Psf. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 tandnation 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 Rai'&T4Of 0q- ; ; ••• This NOA revises NOA#10-1108.02 and consists of this page 1 andevide4go Me$41;ii$0gll as approval document mentioned above. . 16 ... .. . . . .. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. . .•. . ••. . . • • .. . . . '60 . .. . . ••� V :•• ••• NOA Nd 12-0348.42 MtaMtDanaGoutrnr Expiration Date:December 08,2015 JA PRO'VED ... . 4pprgvVJ.Qat0:Jupe 07,2012 � • ... . . . Page 1 • .•• ••. • . • •• .. ..• . •.• • • Craftsmen In Wood Manufacturing, NOTICE OF ' ENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#i0-1108.02) 2. Drawing No. 11-229(Rev#10-097),titled"Single Out-Swinging Wood Entrance Doors" Sheets 1 through 10 of 10,dated 12/08/12,prepared by Tilteco Inc.,signed and sealed by Walter A.Tillit Jr.,P.E. Note:This revision consists of FBC 2010 notes only. B. TESTS(Submitted under#10-1108.02/07-0727.05/05-0946.!13) 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 2411 3.2.1 and TAS 202-94 Along with the manufacturers'parts drawings,installation diagram and marke&up drawings of.a outswing wood door prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI.-4543 and Test Report No. PTL-4542 per TAS 201/203-94,both dated 05105/05 dated 05105105,both signed and sealed by Edmundo J.Largaespada,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004,w/ 2005,2006&2007 Supplements,.prepared by Tilteco Inc.,dated 02/06/08,signed and sealed by Walter A.Tilit,Jr.,P.E. (submitted under file#10-1108.02/07-0727.05). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2010,dated 01-16-12,prepared by Tilteco Inc., signed and sealed by Walter A.Tillit Jr., P.E. 2. Statement letter of conformance 2007 dated 11/05/10,signed and sealed by Walter A. Tillit Jr.,P.E. (submitted under file#10-1108.02). 3. Statement letter of no financial interest,dated August 16,2005,signed and sealed by Walter A.Tilit,Jr.,P.E. (transferred from file#05-0906.03) 4. Lab compliance as part of the above referenced test report. G. OTHER 1. *•jjs1NA�;gei4es 46jk#10-1108.02,expiring on 12/08/15. 2. •:Test lb r0&dW V4 0M0 dated 12/08/04,approved by BCCO. •• • : .. shaq I.Chanda,P.E. • ••• ••• ••• • ••• Product Control Examiner NOA No 12-0308.42 • Expiration Date:December 08,2015 • • • • • Approval Date:June 07,2012 • . • • . • . . . . E-1 c 0 4� o C � to w g . fig 0. . n N Z t1 F V Y 12 - o m 19 z v gig � 18 131611 ftslr�JFI 1, ^a �"I. I :y Ot $ i ill m r a a .. �# 3 .. 3n cr3 \ s d r A%• IRS all g I 4 Evil; a Ra six a • : : : ... elfist poxil . . . . ),Joel s go logo • • ••: : : •F..v�dQ'} W Z • ••• • • f`,f$$`�YY�� .yyyy��{1 2 p} Ij •� ltf 'JCG 18� h YOF OS 1F C3 TC -- v I •v • • • •••••• r • •• • 0. Ol .�.•. Dow- •69 • • e T = _-- .. 2 ® she ® BYa 2 ® eye 99%D.LQ D.LO. 48"&W. 48°BY1L W B W. 80%y"F.W. MAX AS.D.DESIGN PRESSURE RATIN 80�F.W. REGULAR DOOR MODEL 1 NNE TM smote EYEBROW DOOR MODEL 2 ARCH DOCO�R MODEL 3 TER TEST msmm 11.8pe1 EXTERIOR ELEVATIONS •"" f ANCHORTYPE DOORS W/FRAME.HEIGHTtARGER ANCHOR SPACIH4•SQHEWLE THAN SW UP TO 1"S/SN PREFIX LEGEND 'S° •�•••••••,,• - :MAX I LOCATION CONCRETEtt�tt�y�4�CEN3F° FLORIDA BUILDING CODE(HIGH VELOCITY HURRICAtdE ZONE) F.H.: MAX FRAME -8.H:MAX BASH HEIGHT CONCRETE BLACK o'• ; •' 16� ' « i t"'a°°• t ,ra amen M Wood,Mfg. •°�B" / D:LO.:MAX DAYLIGHTOPENIN �� B ± W m •,t.o.N1,K m" Ncv asrtt 0. roaao cao• oto iao t aae-IM -P.F.H.: MAX PARTIAL FRAME HEAD 90" 10" i �- � ��„ C O tNa. B aR-sWlNta�tO W=p�T�E 00 / .O -0- L �.'°�'. " Q 6N6U N0 iNtNPAHY JAMBS 12" 10" _'Pp' FC R� c��' am r. y�7•,Ru1m - �' f`C� P �' -NS1 11-229 �Itt ruaww Tretr PE MIAMI^DADS COUNTY P.E S C/�t I TURE/DATE ua 44167 4 - - eenr tt ar to N EXISTING POURED W MIN. CONDI SECTION C SECTION D REQUIRED F TO.CONCRETE ix P.T.WOOD 1140 3 2i 1 3 13 BUCK( CHIM ONCRTING POURED QR 13 s B 8 1 13 4 1/8 CONCRETE BLOCK REQUIRED 17 9 11 or 12 9 17 7 17 1 SECTION A 11 r 12 EXTeRIOR 10 MOULDING OULDNO 1 114°M! 19 MOULDING 18 10 EMBE 1x P.T.WOOD 114" ur MIN, 11 r 12 a OHM BEDMENT (BEE NOTE 0) 2 x P.T.WOOD MouLDING 1'O CONCRETE OR , �7Esi EE 24 SECTION E CONCRETE BLOCK TO W000 - EXTERIOR MOULDING 10 tiAs*Mt 11 r 12 ANELMIN. 0 7 8 .9 24 PANEL 81 PANEL BITE 91 or 12 3W PLY 7 8 9 24 1 314•PLY 11 • CORE PANEL CORE PANEL • • 4646• • 4646 �,p. �,, 4646•••• 4646 MOKOING DIF N 4646•••• •�••• • • �' • • • • DOW ' YMO NO DOI CONEIN APPLY MOULDING �wWiMlIe�IM 2 • • •••••• SILIOO w DIT •. x+� 0:04000 •• •• FOR DOOR WITH 3/8°CORE PANEL FOR.DOOR WITH 3/4p CORE PANEL ""� �,,,��►•- 946.00 04646 4646•••• SECTION B .. Goes GLAZING PANEL DETAIL •G•••• pNlliii • • 1� •• • FLORIDA BUILDING CODE{HIGH VEL-0CItY HURRICANE ZONE •••••• ' •• +'0�4P:..wTJ�' .,onmr�a Stwn nWood,M • • • _-(2 S••''�ENSF 46`46. _ I SVA&�r • 1W MAX TO WOOD •••••• •• SHIM _ tLTECOrao. s�xac.our-sww rr Wa+s z _ 2 x P.T.WOOD _ 3m • BUCK =. O> ci "ed`:°,° i`,e rte. ,$,wa + ao+o- 13 oer (sE E NOTE 5) : .p°•; $jp1 �` .«c o z 11--229 1b EXISTING , +f Gurm t9%PS 3 - - - ORO="0 TRUCTURE MIAAIi-RADE.COUN71' DATE �*t� 4 aiv S or+o ."00,00N 13M8'EDGE STPoP11 114' 118" QUVENEER 8M + MOGAN!4 11 lw( ITE) 311 ° ° ° ° NOTE.AA�h hbW to a Mr doa&jamb vAh r (8)812x 1-114" wood eerm • ;132OHOLESFOR@ 13M8"EDGE (8)holsefoo •+* •i •1i"O.C.$ `. : I SOUTE ®BOTTOM RAIL Mll H MAH CORE ( S� ° o o S14 x 1.114" •r FROM CORI 0 .• OHM screw • P :..••` 2'W HOLE84P511"• 13118'EDGE STRIP 116 vENEER • uwewUNTER81ANi►+. WAHOGAM • a (MESQUITE) M8" .. .�II)eaooxsr '••••• a f - - ®1 O.O.& o • • + S•PR�DM CORI�i••• ® Wmimrm ahoy 88 9-T8 • • •• •• •• 3M8a EDGE STRIP 118°VENEER • 4 'RANK HMDIZ .:0:00: (MESQUITE) IL•WJ COBE(1 ••• • • ®� EM01 Q{9TII3iMEDIATEI fWL • • ••• • i `••` 13M8'EDGE IP e � !o �°?I� �-- ' O + • • (MAHOGhld1� " U8"V&NEER • (MESQUITE) - -� NOTE Attaof,e4Ha2 jerr8f w8i, NOTE:Attmh&Wm tD JwbAoN1- 1, a two08x 1114 FJ-.S$wood ow me .378" iWVENEER OAAHOGANY)P *,� "Nsex1114 it.H.SSwmdeom a�,dtwo 8x3'F.H 89 woodeorewa LL •(MESQUITE). �4U/VOF CORE � �2 e�8aeo�x 3•F.H.-e>&vroodas. M STOP ,u�..a....�5 " VARIES 11811 SCO14OLES O® VARIESWW ' INK 2W84"OkOr OLD o B •a VARIES* V FROM CORNER 431190 ®400° ®°000°® 6fl000 1 311M %J U VARIES 1311 POSEIDONRill �. © aat1�tL�N. r �� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) BEE BILL OF MATERIALS i 67 11"I ud st, wa 000 Old SHEET 5 FOR HOOK • ; FMM Sea JMB- f"tam=-1009 LOCKS LOCATIONS '818 OR-84AN"YPD�EN"'u 0 %COMPONENTS FOR DOORS Wl FRAME , 01°6 , , ao,e ae7 ' 7�' - 11-229 HEIGHT LARGER THAN 86" UP TO 110 5/8" - - - r•mes aemmmuem 2 '� E9-0008719 s w MM-DARE COUNTY P.E.S6' NAWk/DATE t i va V. 4 _ exua 4 a to I BILL OF MATERIALS DOORS W/FRAME HEIGHT LARGER THAN$6"UP TO'110 5/8" ITEM# QTY PART DESCRIPTION SIZE MATERIAL REMARKS 1 1 FRAME HEAD" 1-1140 x 5-112" oaiow�a�ac�ae�o wagaR a ao� tie te+yread,rmua,r omReesc�sPauaxa w+r 2 1 FRAME SILL" 2"x8.1118" oaaoFWAQ.XMAS erm.MMM �e�ate�oac�mnic�wauurrc�amr•secnp�n�,�ttw» 3 2 FRAMEJAMB** 1-114"x5-1/2" 0=fVcanAUXfte»3.MMM QWM tp,M36QM OAK te,breachVOUmlrMovae=M6PMfflCV+aw+) 4 1 FRAME HEAD STOP 3/4"x 2••518" nouorar�a+baaw+e em r a�nrr r�aca�accte,btavc(e�xou wrtt am>ceeswn ePav�+aw+) 5 1 1 FRAME SILL.STOP" 518"x 2 3J$° now+ata�r�aw+b taxa eaatc�ar.raveeo)t�cesbaacte,br�cw�wnwur�ae)aw�ee t�aPa�+�vu+w,) - 8 2 -FRAME JAMB STOP`° 314"x2-5/$" W."Wtt.a.owu,rdcowt attawrtaabt avcceyreacwa�yens,ra�orP�eawebePa +oermau+) 7 1 DOOR TOP RAIL" 2-1/40x744 a.as+).eAw�a mba�arrteabra ce��uitet)reaccasrwra�urt avP>�scc�ePa�+c w,) $ 1 DOOR BOTTOM RAIL'* 2.1/4"x11.1/4" oao,uga,bAUXA On W^61CHMWMMOM oacca,br•vccesbMWru M OMM M"MOMra(A+) 9 2 DOOR STILE*' 2-1144 x 7-1/4* VOF CORE 10 AS READ PLYWOOD CORE PANEL• 318"OR 314"THICK SUPER PLY 11 AS REQD RAISED PANELS 54"OR 3/44 THICK oowwace�uopatb.,o a vt�a baucce+breatc�b+ +rtae)wP�eweb +cr�u+w+) 12 ASREQD PLANKS* 3/8"THICK oarOPuWUAVAUEft se444OerMMeeMMaa(a+breacwsbMaWtI,OrPrcesec. VNMCW0t" 13 _ SEE SCHEDULE- FRAME INSTALLATION SCREVM 1/44 FWIPH TAPCON ELCOTEXTRON) STEEL 14 - AS REQD Q-LON SEAL --PROFILE .580 x .SM SCHL-EGEL-OQ084W 15 1 ALUMINUM THRESHOLD 3-1/84 PEMKO#186D1148 18 M PZQD- Q4LON SEAL- PROFILE .338.x .338 OEL#QF.Z,328 17 AS READ WEATHERSTRIP .888 x.850 PVC{PELLA-092R00" 1$ 4 HINGES 5 x 5 x l2 GAGE HAGER-BB-1279 19 1 4-POINT LOCKING SYSTEM 70mm B.S.(8'LONG) AGB POSEIDON,Wl HOOK LOCKS 0 W,3811x',87'1!2'&W FROM BOTTOM®DOOR MODEL 1 AND Wl HOOK LOCKS®12",41*,87"&88"FROM BOTTOM Q DOORS MODEL &3 20 • •1 WDLE ASSEMBLY 2-114"x 10-3/4" CRAFTSMEN IN WOOD •.•. 21 0"O.0 • S L NAILS 18ga.x 1-112"T-NAIL CRAFTSMEN IN WOOD 22 •••••1 -LAT H 8c DEAD BOLT STRIKE PLATE 0.772"x-9.31w- AGB •�.• 23 2' • OW BOLT STRIKE PLATE 0.7724 x 8.875" AGB •• 24 1FLL{�K INTERMEDIA RAIL"` 2-1144x7-1/44 oaroapca+Lanabt.rc+ a .boactenrenxc�LwnuatrcarPrmset .ara�rtaa+awc) ••••• ••••• • ••• •••••• ••••• •• • •••• • • • • • I ••••: • O S•••••• � pc'`��R P'TILU-1 FLORIDA BNNAINO LADE 00H 1ELOCnY HURRICANE ZONE) WAS ny4®•••••• THE T9l4JVAWMSS OF PLYWOOD • • *CORE PANEL+PLANKORRASED �n4,e�curoae-t�W�M� 4ASafo"%110U ►• PANEL L35-142MIN. �wev end _ ...... .. . . . t,�. K C _ 1L ECD 1lle. um wood aalBa= . cooRB 1+, • •'•SEE CONNECTION DETAILS AT ENDS t �. ` •• • ON SHEET 10 A9 FL ,` 1 ,dls ,�m , as,c-osr ,ypr/n _ sun �/C''•'••••••••'•' .-mm s.meoolme 7 11-229 „,,��Irl WN,6R�A19k.Pt 3 MIAMI-DADS COIMY P.E ymr>rwTURVDATE v0 µ ♦ - - - aw e o c4 141 "W A/3 74a T Ala ~ � 4 A73 / 4 3 3 � 7 or or Ef — _13 E/!j E:31 w••• :molj�� • ••• ••w S _Mi. - - • ..I -- -- 8 TOT oil • 8 w w • • B 8 I.Rij-1 ------ ----- P134 8. LO. 31 O.LO. 48°B VtG 48`8Vk 48°&W REGULAR DOOR MODEL 1 EYEBROW DOOR MODEL 2 ARCH DOOR MODEL 3 N (X) (X) MAX AS.D.D99ON PRESSURE RATING I'0snwg EXTERI(JR.ELEVATIONS N90AIM 88.0 pd WATORTEST DOORS Wl FRAME HEIGHT UP TO 88" *maw � PRH88URE 11.3;d Aft �L ANCHOR TYPE®MAX. ANCHOR SPACING eCHEDULE PREFIX LEGEND: as" TlLlj_ •F.W:MAX FRAME WM CONCRETE c141 . T✓�►'L s FLORIDA SUILOM CODE (MON VELOCITY HURINGN E ZONE) -8.W•: AX PRAW GASH M LOCATION pf�"�'�� , WOOD "G�NS�' • _ J. mau mao�.8l06mOfl f h wood, ,/. -S.H.:MAXBASHHEI�iHT CONCRETE BLOCK . r s7 i ac,ma an I n Bean s,cv/na Oft Mma oam • 4 l , emam tmp aon-Zoo ray tma)aee-,� -D.LO.:MAX DAYLIGHTOPEMNG SILL& -P.F.H :'MAX PARTIAL FRAME HEIGHT HEAD 94° 10° : i. :W : EILIE CSO oM SLE on-3 WOOD FNiRNM1tm nue 'Ob• pQ.�$�� r88ru+o° na 1 ao 10-007 i JAMBS 12" 10a �p''•. �,....• �C��cP :� c '-,as, zmi - z 11-228 iMi]aq 0. &.P.Z MIAMI-RADE COUNTY P.Ekg43fG}SATURE�OWTE ua 4187 4 EMOTING POURED r MIN. CONCRETE REQUIRED y,�, , j.' TO CONCRETE SECTION C SECTION D 1x P.T.WOOD BUCK (SEE NOTE 6) 1w 3 21 1 3 13 1t4"MAX SHIM 13 1 4 B"M CO�NCGOORRA 13 8 8 17 i C-ONCETE BLOCK 7 SECTION A REQUIRED 17 NTEwoR 11 r 12 9 17 \ OULDING 10 L 19 9 11 or 12 EXTERIOR 1p MOULD 11 12 1 U4°MI MOULDING 18 EM "MAC 1xP.T.WOOD 1 Itr MNL MOULDING BUCK SHIM FOMENT 24 (SEE NOU 8) 2 x P.T.WOOD SECTION E TO CQNCRETE Oa (SEENOTEM OONQRET-E BLMK TO 5{11OOD EXTERIOR INTERIOR MOULDING • • :• • • •• 11ns° 11 r 12 11/16' 11 12 ••••; • • • 7 8 9 24 , Sir PLY 7 8 9 24 ML SWPLY • • 'F"�1 {L�Wt •• •• l RE PANEL CORE PANEL 11 12 • • • • • i APPLY MOULDINO DOW APPLY MOULDING 09600 • ••• • •�IaI�DINti BILI ELT ••••• •••• �••••� 81L( T Am1Wna1N -O' :0060: 8 a a••a FOR DDDR WITH SRI"CORE PANEL FOR�R Wjd 3+.QQ�PAM MMr • •••••a SECTION B �"• •••••• •• .GLAZING PANEL DETAIL •••••• T✓q rlosu�A aulLDuvo cow(HI�1 vELocrtY NuslacARE mNE) ••• ,� ticaSE.." r � tram or SwM amr wm as Cm6men in oA urMAXTO WOOD mrcmVyatVMfg -�r As/ z x P.T.WooD : / 13 (seEr�rE$) +� �:°:"'` IL ECOIMe. sour-swa b1 oQOss „/m 1 BUCK A•, �� ii To=Tm m a womm a aarrwr °Afi FLOR•,• C' rr' eae,,.r. a sus r ao ro-a7 ra/m/i, 11-229 E)pUCTURE S ar' ®°oooe"�,i .y MIAMI—DADE P.E. .4OW6144RE/DATE Yuen 7 cr,n 13M8"FAGE STRIP ° U8"VEER "one (MAHOGA (MESQUITE) " - 11x' 3f1 0 0 0 0 NOM Atter hbw to 118" dooa•&)amt with EDGE (8) (88)0128xOr�41 wood HOLES FOR®, 1 ST z ®1 �0�C (/rVE�k� '®I,QTTOM RAIL•W H-MAH CORE (M 0 Rd 0 0 (8)holes for CORNER 1 992x1 •1Qecrewa • . • • 13118'EDGE STRIP V8"VENEER ° •.•• • HOLMAR . 4L4° (MESQUITE) • e1tN/4COUNTEREINK M8° • e1�gdl'RJx 82° •....• •.• ®.1Y O.C.t • OLD EMKQpIN 88CV48 eS"FROM OORW•• • • • • F •.. 3M8"EDGE STRIP ® 6MMMef:AW m eb*Y • • • • 1J8"VENEER (MAHOGANY) • • 006: (MESQUITE) •• g O ••.•.• �� RAIL •...•• •• •• •• 18/18"EDGE P • • • •.•.•• (MIAHOGANYj ° 118"VENEER 8 8118" B 71" . . . . (MESQUITE) r(�10 1.—�gl .•.... . . f • 0 _ • •• - 9118°EDBEa9TRIP 118"DENSER a7s" .. . (MESQU M (MAHOGANY) �v►Tc�a DEAG.SOI: g�K�-pLat WS—O Al � � CORE i NOTE:ABach ehlm tcjm*V lh NM-1 to to ®� mdaxee PH SSSwoodSam muitwo @Sx9"AH SSwood sae�xa - x+roa„cr,telt�p - 16118" 1 1 ifg• «Mn.nw�r► L 115M HOLES FOR® VARIES W COUNTERSINK * SHE BILL OF MATERIALS A 2 �8'1' MOULDINGON SHEET 8 FbK HOOK ' 12"0.C.& LOOKS LOCATIONS '�.0 ° VAR]Ka 8"FROM CORNER sp� Q ��® l] BOO 0 Doe 1 9311 18 THREE POINTS AOt3-POrM 81CLIRTOP LOOK XLL ,ce41,0 A.T11VT� FI.ORIOA BUMNO CODE(HIGH VELOCITY HURRICANE ZONE) G awl Hoax,aro tnnn o� {g avmvm 00= �.•'.............. 9 = Cha In M w.A/ �_�CItL�T J wmn a'�` a w�'a•1 ace-usa COMPONENTS FOR DOORS VW FRAME * /`� —- IL ECO on..e ams our-sblal W= $A rr ntur re.nxa•ncouuerexa cornncer °"n HEIGHT UP TO W1 10 =�� ,b z �;•.Ft0R10„ .,,•1°,,,,a°,,,, s 11-229 'c• epi ca s x. MIAMI•-OADE COUNTY P.E;1 E DATE ♦ - - - .tet a ar,u i BILL OF MATERIALS DOORS W/FRAME HEIGHT UP TO 8V ITEM# QTY PART DESCRIPTION SIZE MATERIAL REMARKS 1 1 FRAME HEAD'" awcta».teacMaraueurceaLOYPnesswef� + wt> 2 1 FRAME SILL'" 20x6-1116" aa,o Putts»�totnt�mao w�tcaa�a€tnwca8 tit oatc6st�+�utc c a c�eP + wt) 3 2 FRAMEJAMB•• 1-114"x5-11.2" oaiowtue+bawa+tiran � vice�taucce+etcc�t++aua+rte8araww•' + w+t -4 1 FRAME HEAD STOP•* 3/4"x2-5/8" eam�at>xocn,>.eaaeuox�ea�arc�►�oc�a�te+�>�c� ►cam c� +�+w» 5 1 FRAME SILL STOP•• Siff x2-3W 6 2 FRAME JAMB STOP•• 3/4"x02-W8" t>ouoa�e,aaavc»erzt ,s•Aar t aonnte,wet�ct�wa rty u�s o�+au» 7 1 DOOR TOP RAIL'' 2-114"x$-1/4" Nacs».A:ou».M►MMwtsae+M 0McfflXWXMwWWMCM= GWM w» 8- 1 DOOR BOTTOM RAIL"" 2-1/4"x8" nam NWnfiVAUM WX%COM M=M0MMMX4ftWWWM MP=8M6WmCMVQ 9 2 DOORSTILE'• 2-114"x5-1/4" VGF CORE 10 AS REQS PLYWOOD CORE PANEL• 318"OR 3/4"THICK SUPER PLY 11 AS READ RAISED PANEL• 518"OR 3/4"THICK axmwt »xgat�t•tctttaasot�vwe)tec. oacte+�tract�slwaxnceeLawebePAn�+ vew,> 12 ASREQD PLANKS• 318"THICK namtanLeBA,n(at+e+oarcw�cu�soacce+yreacc� taeLort�ePA + 'w» 13 .*.SEE SCHEDULE FRAME INSTALLATION-SCREWS = 114"FH/PH TAPCON-(ELCO?EXTRON) STEEL 14 .-. AS READ, -(Dl .ON SEAL PROPILE .580x BSA. SCHLEGEEL#QD"50 EA 1 ALUMINUM THRESHOLD 3-181" -PEMK #"6DV48 S REQD Q!LON SEAk PROFILE .335x �' SCHLEGF-L11QEZ-320 S READ WEA GHERSTRiP5 X.850 PVC(FELLA�2R0084) • • 3 e IiWNGES 5x5x12GAGE 'HAGER BB-1279 AOB POSEIDON,W/HOOK LOCKS®81/2",W&Sr FROM BOTTOM(®OOOR MODEL.4 •i1 3-Pa1NT LOCKING SYSTEM 70TI m B.S.(8'LONG) AND WHOOK LOCKS 0 81/7,W&16'FROM BOTTOM®DOORS MODEL5&S • ••• 1 •• E ASSEMBLY 2-1/4"x 10-3/4" CRAFTSMENINWOOD •••• 10"O.C. • L NAILS 18pe.x 1-112"T NAIL CRAFTSMEN IN WOOD e• ••1 •• ;m&DEAD BOLT STRIKE PLATE 0.772"x 8.313" AGB •2 • WSOK BOLT STRIKE PLATE 0.772"x 8.876". AGS ••1 •fV@OR LOCK(WTERMEDIA RAIL+"' 2-1/48x69/4" ceNamPtt:te».Atoca»etxawwtt�asabaetwrcagt�tgeeoacce+a,>}rust�waranaeSorwsseue�mv +a su» 0000• • e 9 99999• •9999• 9 of 00.• 90• • • $ • •• e 0•••• *SW'TOTAL-THN&W bF PLYWOOD - 1tNEL PLANKS OR RAISED tt Tlt(/ppta��i••r j, FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) CQP ,,t��p. p P SHALLBE=11lYPAIN �i,IMtMlMtM► t+�� ,,..••• •••.,. ✓.jT wr,t,mr"%W I AiumanInwood,�g ftr(.VM m 2 SM rav�ab. s SM CONNECTION DETAILS AT ENDS myr� - N ItxB twT-8mN8 m D am-tasA ON SHEET 10 �.. ! �': 10 11 C O INe, wm ifRAtME I�Oss ,uor/tt DF nnrt teBfn,o s aroir to CWPANr ,p:,, STATE OP :1 =,' at• arc &,a,m ao taoa> = 11-229 '•• �py.��p - tNuenm Ne = t,(" +' tLORICAR TLL7 i.P.G 3 - - MA10--DADS COUNTY P.4� {(fdA %DATE tts 6 aa,e� 4 - - - macre or,o rinns ' 1 L__-___D L_. TYPICAL TOP VIEW TYPICAL TOP VIEW2 114" r--- ---? L---- -D ... .. '.... L- -_ -_--i --- ---� • ••• •L-__ _t� •• -n a • • • • (4)8IBx1 St8 9 lMdftnd••• Wood TOP-SCORNER DETNL-I"ATION• -••• •• '�OACORNERE?Eli ELEV �L 8E00000• •• •• • . n L___ .__� ,HM-+JAMB. .. 0000•. • r--- L--- ---3 00 • --- —:3.... 's All 0000•• :0*4f7--- •• - • • • • --•� •• g ••• • SATE bE1AIL sELE1tAnON TIO • ••L-- ---� (6)618x144 wood�ra� (6)BBx1.8/8 L---- ---� Nx.Yi, wetttD, f) INTERMEMTE MAIL-ELFVAT1O,1N S0nON soft" 2 2 / •!hw,�/f 0-oraea*dallbW (6}B/8ft1$J8 ° r--- ---� ic bead of sM=w a*ie*m +SILL r - �---- ---' FRAME CORNER DETAILS FOR DOORS i MODEL 1,2,-3, FOR ALL FRAME HEIGHTS SASFt CORNEWDETAILS FOR DOO RS MODEL 1 2A 3 C-- _:D I AT-DOORS W/FRAME H IGHT'UP TO W - t� W ER FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) tt . r C--- _-_J ,� •..+�9 .$ •:ott m�rm wo C.rahsman In Wood,Mfg x��a"/taa/ .vaa 4"10.N,e�s ' eow• e�cv/nb -P+awom VIA' me-wm _ BOTTOM OORNE DUAIL-aMIAEO Mno�t ST I : 11LIS C O IMe. "°� 0 0° ° t: /u TWr Irlmo a MO ND oWAW SASH CORNER DETAILS FOR DOORS MODEL i,2&3 . Fs'SoAID�.• °te e, -&WIft � mn,o-osa ta/o�/„ - ,T-226 AT DOORS W/FRMS HEIGHT LARMR THAN W UP TO 110 " r, at-DARE COUNTY P E�' 11LTt1/1 'T11R TE P.6 i - - - sMOM t0 N to EDA F4atliU tta Wt07 _ • la CITY MIAMI- ADE MIAMI DADS COUNTY,FLORIDA an Aff PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION T(-186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE �vww.miamtdade.eav/develonmgt/ PGT'Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dada 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"FD-101"Outswing Aluminum French Door w/wo Sidelites•--L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 14 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 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. *06 00: • • • • • .. INSPECTION: A copy of this entire NOA shall be•grovi$ed•th 1d 44 b*y the manufacturer or its distributors and shall be available for inspection at the jab sitev;As*regxest)*he.9uilding Official. This NOA revises and renews NOA No. 11-101.3.22 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. ••• • ••• • • The submitted documentation was reviewed by Jaimi.1).C Gascon,Pi E..• : ..: % 0 •.• •..; •.• NOA No.12-0516.02 �FtDE COUM Expiration Date: October 18,2017 f�y� Approval Date: August 30,2012 • . Pagel . . . . . • . . . . s PGT Industries,Inc. NOTICE OF ACCI WMANE: `XyVENCE SUBNII.TTED a 1H . -0�F A. DRAWINGS #� 1. Manufacturer's die dravangs a-61 sectio. =; 2. Drawing No. 11005-1titled ritre`At»'French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P.E. B. TESTS 1. 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 FBC,TAS 203-94 along with marked-up drawings and installation diagram-of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI-6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,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 2411.3.2.1,and TAS 202--94 along with marked-up drawings and installation diagram*of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212,dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitter)under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-201 0,prepared by manufacture,dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitter)under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/04 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 Vanttw4e wand IoW idferlayers"dated 05/05/11,expiring on 05/21/16. . ... . . . . .. . .. . . . .. ... .. Jaime D.Gascon .E. . . . . . . • • Product Control Section Supervisor . •• •• NOA No.12-0516.02 • ••• • 000 • ..• Expiration Date: October 18,2017 Approval Date: August 30,2012 ... . . . . ..• E-1 . • . . • . . . . • . . ... 000 . . ... 4 e PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,"dated 05/14/12,signed and sealed by Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory,Inc.bated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 070629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites —L.M.I.", approved on 11/23/11 and expiring on 10/18/12. .. ... .. . . . .. ' PfoduE1:I Q%4rol Section Supervisor •.• • ." ' ••• • NOA No.12-0516.0. Expiration Date: October 18,2017 ••• •••Approval Date: August 30,2012 E--3• . . ... . . • • •• •• • • • •• •• NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER pR• y°�' conwtY�a with uia Flaid9 1.GLAZING OPTIONS: ouu4ftcOdc -6616.0 2. A.3/8'LAMI NOM.4402'1 CONSISTING OF(1)LITE OF 11W ANNEALED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM � , 17 PLUS(1)UTE OF 3/18"HEAT STRENGTHENED GLASS. B.3/8"LAMI NOM.(.4029 CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE B e Choi MAXIMUM PLUS(1)LITE OF 3718'HEAT STRENGTHENED GLASS. C.7/18°LAMI NOM.44669 CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. D.7/16'LAMI NOM.(.4651 CONSISTING OF(1)LITE OF 3/10"HEAT STRENGTHENED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM VC " SITE OF 3118'HEAT STRENGTHENED GLASS. NOA DRAWING MAP lo: U •�•fi"I8'LAMI**M 4840')CONSIS G OF(1)UTE OF 3/18'TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8 HEAT STRENGTHENED GLASS PLUS AN.080 PVB 1NTERLAYgUPONT B4rAbWg PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET 4 ZbF,�QF ESIGN PRE S:GEE TABLES 1 AND 2 ON SHEET 2. GENERAL NOTES 1 e- M!NHGGATIVE40ES1E10 LOADS EMIV&f TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. •�A B.NSITIVE DEWN LOADS BASED OM WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.04. CONFIGURATIONS.».».....1 0! •&cowRIGURATION3•X X,_X X0,QQ�,, O OXO OXO AND OXXO. GLAZING DETAILS._....1 �-� � N 1 •4.ANC RAGE E a STRQ$SzIIl�E HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 IW • Ilj 898rWS,THAT400MENNTO CON71 MIWITH OTHER DISSIMILAR MATERIALS,$HALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................. 3 N j VERT.SECTIONS.............4 W g Q�RE S ' S SF•F•�}IEET3 a� Qf�lQH 10. • 8NU7TERS AF�E NO REQUIRER • HORIZ SECTIONS........... 6 w a C3 •9t ONALANT:INSMrf&LATION SCREWS?FF ME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST.....».....»....... 8 Q O i'REFERENCES; EXTRUSIONS.........».».... 8,7 0. 06 TEST REPORTS FTL 4984,6212$6804;•EC'CO ULTRACON NDA:11.0408.01,12-0128.08;ANWUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM 2008 ALUMINUM ANCHORAGE.................. Oy�- DEMON MANN AL,.0•• •.7 Z 98.THIS PRODUCTBNEN DESIGNED&JESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY• W N 0 I� ••tips�CANE 2Q�N GLASS ABBREVIATIONS 1- dl Z •9.COINFTOURATIDN WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED W A.THE LOWER DESMI N PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED L0(jj 0 Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. lel. o 93 93 ® 91 °d o 30 30 30 � Q z U tEXTERIOR Ia - 1 7373 1!2'GL SS BITE 1n"GLASS BITE *11?GLASS BITE EXTERIOR a 9a 94 d 1/8"AN.OR 3/16'AN.OR 114'AIRSPACE 3/l8"HS HS.GLASS 311W HS. HS.GLASS 3/16',HS. GLASS 090 PVB INTERLAYER GLASS .090 PVS INTERLAYER GLASS 3M8'TP.GLA3$ (DUPONT BUTACITE OR (DUPONT BUTACITE OR ��i SAFLEXIKEEPSAFE-- SAFLEXIKEEPSAFE .090 PVB INTERLAYER 1/8"118.GLASS . ..... .. MAXIMUM) MAXIMUM) (DUPONT BUTACITE) '';?'�: a 318"NOM. 7118'NOM. 13118'NOM. _; @ OffQ= GLASS STACK GLASS STACK GLASS TACK o ,s 3/8"LAM[NOM. 7116"LAMI NOM. 13/16"LAMI IG NOM. ''20' GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1 .. ..... TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: eaonucra84'v"1 APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO asC-plY�B •- °`^� (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: m R�- (,.OZ REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318'LAMI(11WA,.090 PVB,3116"HS) DOORS WITH GLASS TYPES A,B,C,D OR E C.318°LAMI(118"HS,.090 PVB,3311 HS} ti jr-J con C.7M8"LAMI(3115"A,.090 PVB,3118°HS) �f HEIGHT D.7118"LAMI(311W HS,.090 PVB,311(°HS) X_WIDTH XX WIDTH 6P.79 314" 70-83 31,3 87 314" 91 3/4" 80-95 814" ®E.13/16°LAMI IG(3118"TP,1/4"AIRSPACE,1f8"HS,.090 PVB,3118°HS) 0 0 " 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Q r 3 37112" g 71314 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 MAX.OMO WIDTH - 731/2° � I- O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=109112° a Q 273/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 •xxoroxx WIDTH=107314° N t3 a MAX.OXXO WIDTH=143314" 36118" +75.0 -75.0 +75.0 -75.0 +71.4 -71A +67.6 -67.6 +64.2 -64.2 � o 3.SINGLE DOORS 33 518'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 U8" 36 314" +75.0 -75.01+74.91-74.91+70.41 70.4 +88.8 -86.6 +63.1 -83.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE, W W 363/4" +75.01-76.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. p 00 LL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® b.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: �J O APPROVED CONFIGURATIONS:OX,XO,OXO,)(XO,OXX&OXXO EX.A FkOM TABLE 1. VQl O N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A (9 O U) �°WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES a REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION DESIGN PRESSURE_+67.61.67.6 PSF w w x GLASS TYPES 13,C,D'OR E Q HEIGHT EX.B FROM TABLE 1. Q OXXO WITH GLASS TYPE A O_ •' WIDTH XX Dw age-78 4" 70-83314# 87314" 91314° 60-953/4" 68"WIDE x 85'HIGH DOUBLE DOOR WITH 36112"SIDE LITES R.,! z U- �� •1�" 40 47 314" t58.6 %S +15.4 -55.41+62A -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.41 70.4 PSF �N N a •••2F•li2" 5 :54.9 •64.9 +41.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. Oxo WITH GLASS TYPE C •29112" 55 SW +51.7 St? *48.8 4&8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30°WIDE x 87 We HIGH SINGLE DOOR WITH 26'SIDE LITES DESIGN PRESSURE +43.81-43.6 PSF m 2 31 1/2" 50 ?/4° +49.0 46A t$62 46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.38 •2i•'i•�2" g4 6 " +43.1 -4 .1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. lei i X �^ OXXO WITH GLASS TYPE C 351n" tT 3A"•3-38.1 - t�.1 -38.1 +38.1 -38.11+37.51-37.51+35.6 -35.6 63 3W WIDE x SW HIGH DOUBLE DOOR WITH 28'SIDE LITES DESIGN PRESSURE_+43.11.43.1 PSF ' d, ::.IM g0 71 S/4" +34.0 4M. •:ii4.0 -34.0 +34.0 -34.01+34.01-34.0 +34.0 -34.0 8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 6 • O D GLASS TYPES g B,C,D OR E REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE0 - � •• 16 S4" +75.0 V5 4j5.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT \111 I /1/j ••••• AL 18 3/4 75.0 -71.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 D� SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 z 4c a :z 27 314' +52 8 -52.9 +48.9 48.8 +472 -47.2 +44.7 -14.7 +42.6 -42.6 '3 4 O_ 36118" +35.2 -35.2 +35.2 N-34.0 +35.21-35.2 +35.2 -35.2 +34.4 -34.4 36 314" +34.0 -34.0 +34.0 +34.01-34.0 +34.0 -34.0 +34.0 -34.0 ovuer 731/2"MAX.38 3l4" 38 314" 109112"MAX 38 3/4°_.. 314" 143314"MAX. 38 3/4" Aft�\SOF �—MAX,� I I` MAX,--°-r-SEE NOTE 3— r—MAX. ' I'—MAX.�1 SEE NOTE 3--�-f MAX. snitatua�° ` 7 S �?•O 49 49 41 49 • 0 1 N 953M 0 MAX .••. •�r JE `•*•• Ef E E[ �E E[ tE E{ JE E • • J •••• •• • •�• Q O 0 X AC . i s O tp w0 0 ••••• 07 u. • ad O •` SEE NOTE 4 • • SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W th ...... •OX OR A OXO OxxO 41 • • • • • O •••••• 38314° • • ••• • i `••` 71 314°MAX. MAX. 3t � 24 W18"MAX 33 8/8"MAX w N Z - AMAX A DLO QYP) B DLO(TYP:) G z coz dN � LL a 49 9MA 49 41 G HT. p Ed 10 TYP. 96 314° MAXMax T DLO '� (TYP) DOOR DLO HEIGHT -HEIGHT-113W p ad' 40" DLO WIDTH W a DOOR WIDTH-1216118" b2 ')DI 1D Ct iC F� J I"F DLO WIDTH -DOOR WIDTH12-116118" L X 1( AC . 1y HVACT J 0 SIDE LITE 3 \*\\\t DLO HEIGHT-HEIGHT 41318" ?� ! DLO WIDTH -WIDTH 118° ABX A, ' 41 B O _z,.41 T o ayd NOTES: z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. Y -0� 3.SIDE LITES OVERLAP WAND WC DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO','OX,=O`1AXO','OXX AND'OXXO'CONFIGURATIONS. ?oy may: 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 'ice�iy�' .. •• d S.CLEAR OPENING FOR'X'AND XX DOORS AS FOLLOWS:('X DOORS a WIDTH-6.646) C=DOOR-DOOR WIDTH/2 4.079) (>EF a L-500 L O L d0+RS S1N LOL-ad 96ZW-HUW.40-DM o�a i ro :Z •optL S �S >LZ4f•GJ'SpWxoN ``tt� err azar xoe od -AVNO/, rrr. 10Vdwt-s311'i 3ais V MOOG HON32Id•Wfl� ar o"cot �``��::�owo� •;�y� is ► ; SNOLL039 WOLL = ? `Z� .do••- 5pL9S'N o ZLlbO/b0 NOI1dlHOS30I-INSVJ U0Z a a I)SSMOsoN C "I"IIS!aV3H 0300V 'HdV y`�• ygm:E m As arca? nmpNoM Xwo WN rri,hnY NN I 9g to . ® H a Lo m m t9 g C7 W U • w Q J w � z ar O U 0 ww� m F- U U 1— W � m W J > f U W _ � m a W Hai Q Q J U U ••• ••i i ••• i i ••• fW ~ • • • • • i•i •• O •• • • • •• p a CIA 0 r M ••• i • •• •• • • a • • •• • • • O �I M O M oa o ••• • ••• • �,�. �. V- •r r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • 4 49 ODOcrnHMM �„py „amu�atnm r MAX'XX'WIDTH enu Piva �Z wa 0 czz ► ••• • • IN p • a � -------- IRE • • o C • 0000•• •• • I _MAX._I MAX 40 Q • • • •• ••• ! "-"""17 0 ...... OLD 'XX'SECT.C-C DLO 31 ui/ z o •..... •..'• 35 44 HORIZ, 46 45 5 32 • • `I 0000• • ••• 0000•• LU • • • • MAX'X'WIDTH 20 Q ••• LL • qp Z ca O • W to ••• •• • w o 0 ca �•. •� • p, Z INTERIOR U LU (Tj ® z0 d N LL o 46 21 DM° 'X'SECT.D-D EXTERIORap z d 5 HORIZ SPACING,SAME AS 67 JAMB ANCHOR SPACING MAX.SL WIDTH ® • � MAX.SL WIDTH- (SEE SHEETS 73 8 AND 8) �- �� #rL' 62 Q •� 66 `'0111a33/ •.. Nim-, IfD I IDLOSEE TABLES 7 AND 2 AND I DM x.4 ;t ~22 NOTES ON SHEETS 1$2 � 4 Z66 �: - 62 FOR APPLICABILITY �'; SL SECT.E-E SL SECT. F-F - ry�� ; HORIZ.(DOOR Wl SIDE LITE) HORIZ.(SINGLE SIDE LITE) ° ' ITEM DWG# PGT# DESCRIPTION ITEM DWG# jPGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 jum 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.376 HIGH 81 921D 6921 SIDELITE SILL reomplyin"m" c�ptr6,a�rUhu»m«Ida��- 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9188 60381 SIDELITE JAMB A owe I -t�51�00 4 966 7965X FLUSHBOLT STRIKEPLATE 63 1165 781PQA #8 X 1.000 QUAD PN.SMS 17 6 938 7938X 2 PT.LOCK STRIKEPLATE 84 988 7998 HEAD GASKETS(STOCKING#70998 B 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#70999) 7 1 178=12FP)(P #8.32 X.600 PH.FL MS-S.S.W/SILICONE PATCH 86 s • 61641M SIDELITE JAMB ADAPTER 8 996 70985 GASKET(BETWEEN THRESHOLD 8 FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 998 70988 GASKET BETWEEN HEAD&FRAME JAMB) A 70 712653K 3ETTIING BLOCK,3132°X Ile X 1"WIPSA,85+J-5 DURO. N p 10 952A 8533018 FULLER HEAD ADAPTER ® 71 71267K SETTING BLOCK,1118"X 1/20 X 1"WIPSA,85+1-5 DURO. 11 11000 611000M OUTSWWG THRESHOLD 72 4222A 64222 BEAD,7/10' F- 12 1670 671670 WSTP,.360 RD FOAM FILL T-SLOT(AMSBURY#=l1) 73 988 6988 BEAD,318" < 13 11004A 011004M OUTSWING THRESHOLD CHANNEL COVER ® 74 40878 84087 EAD,13!18"IG O 14 11001A 411001A ACETAL SPACER.085 OUSE INJECTION MOLDED 90 GDIJRAK14 1/4"DURASEAL IG SPACER tY - 16 11002A 411002A ACETAL SPACER.096 OUSE INJECTION MOLDED 91 8TP248 BULB,THIN SED W EXTRUDED BEAD W o 16 11003A 411003A ACETAL SPACER.140 OUSE INJECTION MOLDED) 82 986 64986 BEAD,INTERIOR I.- 20 015D 60380 FRAME JAMB(OUTSWWG) ® 83. 1224 8TP247 BULB,THICK(USED IN EXTRUDEDDS BEA65+1-1 DURO. J 21 1010 6Q300 WSTP.,Q-LON.190 X.376 HIGH 94 GLAZING SILICONE,DOW M OR 983 p 22 8808 66808M REINFORCEMENT,1.000 X2.750 X 0.650,6061-T5 95 GLASS,3W LAMI-11W A,.90 PVB,3116"H8 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/3 GLA ,318"LAMI-1/8"Iib,.90 PVB,3118"H3 co IL 06 O 24 11048 17100 JAMB SCREW COVER CAP 97 GLASS,7/18"LAMI-3/18"A..90 PVB,3118"H3 Of (p 25 930 41721N STRIKE PLATE INSERT 98 GLASS,7118"LAMI-3116"H3,:90 P ,3118'HS 26 1118 710)04PFA #10 X.750 PH.FL.SMS ® -W GLASS,13118"LAMI IG-3118"TP,114r AIRSPACE,U8'HS,.90 PVB,346"HS Z 27 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD SOLT LOCK p 30 910D 6910 DOOR PANEL,TOP a BOTTOM RAIL 31 911E 8911 DOOR PANEL,SIDE RAU. Q Z 32 917 7FRMO HINGE EXTRUSION Q Lu .- 33 1178 It 71058FP W,B #10 X.626 PH.FL SMSA ! as N -i Ll. o 34 093A•• 80378M TRUSS CLAMP n9� • • 36 TROD 5116.18 THREADED 055 �It+ Q N p~', ••s e•• 38 7990N • 6116.18 FLANGED HEX NUT Q � • p 0. 37 7164 WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD � •••••• 38 • 7834FPS 168 X.75 PH.FL.TEK 1 �L COVER + •• 39 997• 70997 SKET(BETWEEN PANEL HEAD/SILL 8 PANEL STILES •i•••• 40 0 879246 WS1P. .187 X.260 HIGH,FIV3EA1 41 91t • 41720 • • LIDE OL A88Y.(INACTIVE PALL ONLY ••••• 42 46 76X12F • #6 X.500 PH FL SMS TYPE BDS ••e•• 43 1243 7P30GG••• SILL DUST PLUG INACTIVE PNL d • 44 8983 OR PANEL ASTRAGAL 1 O G) :000*: 46 984 6984 566R-PANEL ASTRAGAL 2(OUTSWING) 46 121 6Q2� • STP.,Q LON.190 X.200-RI—GH • •••• 47 74UBLW••• OCK SUPPORT ABBY. 41707&41708 • 48 #1169 • 7634F• ••#6 X.760 PH.FL SMS 1'CW 9:0000 49 FD2P PT.LOCK ASSY. N/�tiVj 50 • •6R180FS RUBBER SLEEVE s ,-4 61 41721 STRIKE PL INSERT gVACTiVE PANE 850-► 125 Kr;.4 iw s oc. 62 931 7FRSPX DEADBOLT STRIKE PLATE 22 TUBE MULL =z: ?ZO 63 1118 71OX34PFA #10 X.760 PH FL SMS 6083 T6 2 ,4 54 957 70967X HANDLE STRIKE PLATE 55 1118 71OX34PFA #10 X.750 PH FL SMS ''i,y�........... . •••••�it d '��11111ititti` 1.750 1.750 1.750 1.750 MODUcr RMWED ._ 1.820 MAcCO"'vhuia.,fiIz-(2. 1.480 ►{ Ob0 BctoteacoAb � -�5l .© .250 •••• 4.728 WEATHER 37 •••••44828 0000 0 4. 24o 4.728 050 STRIP CHANNEL • • 0 9 3.000 6003-75 N D •• 4.000 • i ••4.100 .052 4.100 .062 4.676 • > 0000•• 09 00.90• 4.875 0.376 9 a Q • • 0 •9• •0 4.100 p •00.0• 2 `- • • • •9 •9•• _ 4p • • 0 • •0.0• •• • •• • DOOR FRAME, 2.125 ,125 ' ��t! o • • •0•• ••• 909 20 JAMB I �' • • • • 6063-TB 1j •.•••• •DaOR PANEL DOOR PANEL LU p • 3d TOP&BOTTOM Ff►Ry• �1 666375 SIDE RAIL DOOR PANEL DOOR PANEL 600 v O • . O INTERIOR ASTRAGAL t}rj EXTERIOR ASTRAGAL O HINGE ►� t� u 000000 44 000000 8083 T5 8083-T6 1.578 32 X3-78 Qom; o!f O •009•• II • • 0 0 3.111 1 .12b 1 x_.668 .050 D.. 750 '� .050 .883 C] O z .683 1.400 oso-- 050 --.172 ® o z v FILLER HEAD ADAPTER 34 TRUSS CLAMP 73 3/8°GLAZING BEAD 72 7/18'GLAZING BEAD 3.000 Am 060 Q O � p 1 O 808308 O 8083 T5 O 6063-T5 d N 808378 3.100-� 1.082 N LL 3000 - -L- IGG G QQ � C3 LTs BEAD �9 82 .SL JAMB 74 8083-Tb O 8083 T8 v 112 1.479 5.459 075 5.212 $ OFRAME HEAD 6.085 6063-TB 07b! 4.586 1_ 2.M `��ttt t u t t trrrr� 050 .750Uo ��` .;c .. ... 079 1 489 050 �•.. 489 I �.---3.100 �;�i 3 000 SL JAMB �,; o ��/+Pi o O OUTSWING THRESHOLD O SL HEADER O SL SILL ADAPTER y•. rjy; , 11 6063 T6 60 6063-T861 808308 6083-T6 0 pt��i` d �rrrrrrli utt�� 1 { HEAD HEAD I HEAD HEAD ZONE C" 1 ZONE°D° ZONE'IY I ZONE E"—1ZONE"W—tZONE'01 - PRODUCfRfiNBWHD as comP�YmB adlb dw F1wWa x=MINIMUM JAMB ANCHOR } &� .Q LOCATON. Dade Pro aetCAotro1 Acm o X o zzp XX z z O z z XO OR OX z _ ADDITIONAL JAMB c i o N m m N N N N N ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES O Q 3-7 ON SHEET 9. (A SILLBILL SILL ® ZONE"c"� ZONE*17 ZONE BILL MO' ® SILLO "E'� ZONE"DBILL "�ZON 'E"'4 ' z CO LL 0 Q SEE TABLE 3„SHT.9 SEE TABLE 4,SHT.9 SEE TABLE S.,SHT.9 SEE TABLE 8.,SHT.9 U O oS O W 00 HEAD HEAD H� HEAD HEAD ZHEAD ONE ZONE HEAD HEAD HEAD ZONE EXAMPLE Z Q "E" ZONE°F"� "E" r20NE"D°�20NE°F°� "E" fi' "E" ZONE F"�ZONE"F`� "E" �f ANCHORAGE SOLUTION LLj O g FOR A CONCRETE a w = OXXO INSTALLATION U w I A 19"x83 314"SIDE LITES"B"AND d N U. �° • •••• < jn "E"ZONE ANCHORS FROM. o Z • • •• • w w w TABLE 7,SHEET 9. Q N U u- ••; OX8_ ••• �� 9 XXO OR OXX S ; OXXO z N Plus; o • ••• 0:00 • • e m B.713W x 83 3/4"XX DOOR ZONE ® � • #00 • ' , �' "F"ANCHORS FROM TABLE 4, i {a� • ••• •• •• • SHEET 9,EACH"F"ZONE. ••• • •• ••• • SEE ENCIRCLED VALUES,SHEET 9 • • • • • SOLUTION: d • • • •• •• TOTALS(4)TYPE 1 OR 2 ANCHORS • •S• • yet• •• SILL I ILL ILL EACH JAMB AND 2+6+6+2=(14) SILL __�_ SILL SILL 4 � SILL �__ SILL •• GONE ZO •• ZONE ZONE ZONE TYPE 1 AT SI 2 ANCHORS AT HEAD • O�IQ� ZONED" ZONE"F" ZONE"F" ZONE"F" E TABLE 7.SHT. 0:0600 LL SEE N4810:SHT.9 •••• SEE TABLE 7.,SHT.9 EXAMPLE OF ANCHORAGE FORA 71 314°x 83 3M"'XX'DOOR. �D•=SANCHOR LOCATION FOR J ............. •••••• WITH 19"x 83 314"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE \ , NOTES: _ 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.114"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS moi 2 2.ANC14OR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETEk SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. y j z �i :O JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. gyp'•, :'�� HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTER AND 20 718"MAX.O.C. ��yly6•. ,..:��y\� HEAD&SILL OF SIDE FROM AND 24 3141 MAX O.C. 3.TO DETERMINE ANCHOR QUANTITIES IND THE CONFIGURATION ON ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS ® TABLE 4.XX DOORS LDS TABLE 6.0 SIDE LITE QD TABLE 6.XO&OX ® TABLE 7.0X0.X_X0.OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX &QXXO ® 1.114"ELCO TAPCONS PRODUCI'RB wHD GLASS TYPES A•%C•Q E GLASS TYPES A.B.C•D.E GLASS TYPES A.B•Q Q E GLASS TYPES A.B.C,D,E GLASS TYPES A.B,C,D,E amm7lYi �v1Ut16o Ftorlda ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE A-Dun ft�b�~ 51(0• &SUBSTRATE 2.3,vmw 1 2.CONC &SUBSTRATE Ra w� 1.2.CONG &SUBSTRATE 2.3.WOOD IA CONC &SUBSTRATE a 3,WOOD 12 C�tC &8L183TRATE 2.3•WOOD 1,2,CONC 2.114°ELCO SSC CRETE-FLEX ��° J y MASONRYANCHOR3 LxwRwvTHm L.OADZONES WORM" LAADZONES 1 LOAD ZONES LOADZONES DOORvv " LOADZONES 3.#12 SCREWS(G6) Daft i W-25.50 ")W-47.7 "0"-10.75 "X'-25.50 9-26.50 TO 37. • • TO 71.7 TO 38.75 TO 37. TO 37. ti 4 • �; 4.ENCIRCLED ANCHOR •••• • • ••• j �' {� � 0 - _44.75 QUANTITIES IN TABLES 44 -4 N p • < 4 w d J JP • •• < - - < �, m a a TO 71.75 {� AND 7 PERTAIN TO THE • m F 4 m '' '' m m m m m m EXAMPLE ANCHORAGE U • 3 3 SIDE a � � SIS � � SOLUTION ON SHEET 8. O Q •••••• m � LITE L.LTE cn a r »SIT. X x 3 3 HT. 0 WWH x HT. o 0 0 o w m x HT o o X x o o X x wim x W. o o o o $1 q 26.60 x .7 S 26 7 4 3 417.76 x 78175 4 3 6 4 2 3 10.76 x 79. 4 1 4 1 10.76 x 79.7 4 2 4 2 10.75 x 79.76 4 2 4 2pDp 6 2 4 3 •••�37 6 4 7 4 2 3 83.76 4 1 4 1 83.7 4 2 4 2 83.7 4 2 A 2 Fes- W ••• Lu •87.7 b �2P 7 4 3 :••q t!7 6 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 W 4 2 87.75 4 2 4 2 g� W W E- ••••9/.7 B •7 4 2 3 •• 6417 6 4 7 4 2 3 91.76 4 1 4 1 91.7 4 2 4 2 81. 4 2 4 2 3 W J Z • 96.76 8 4 2 3 •••AB�78 5 4 7 4 2 3 95.75 4 1 4 1 95.7 4 2 4 2 pC 96.7 4 2 4 2 D}}- N 0 C 2!60 x 79.76 6 2 7 4 3 11.7%x 7 75 S 4 7 4 2 S 12 76 x78.75 4 2 4 2 12.76 x 79.7 4 2 4 2 12.76 x 79.76 4 2 4 2 F- D to LL ••••• 83.76 S •b 3 83.76 S 4 7 4 2 3 83.7 4 2 4 2 83.7 4 2 `I` 4 2 `1 83.7 4 2 4 2 $ fn O o0 O •••081.75 6 2 7 4 3 ••• ei7 6 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 4 2 87.7 4 2 4 2 L 0.7 8 •T• f b • •.51.7 S 4 7 4 2 3 91.76 4 2 4 2 81.7 '4 2 H 4 2 f 91.75 4 2 4 2 96.75 8 7 2 6 96.76 8 4 7 4 3 6 96.76 4 2 4 2 95.75 4 2 4 2 96.76 4 2 4 2 6$ a [� Z 29.60 x 79.76 6 2 8 4 2 3 56.76 x 78.76 b 4 7 4 2 3 19.00 x79.76 4 2 4 2 19.00x79.78 4 3 4 2 19.00 x78.75 83.76 6 2 8 4 2 3 83.75 6 4 7 4 2 3 83.7 4 2 4 2 83.7 4 3 d 2 83.7 4 3 W 4 2 W 87.7 8 2 8 4 2 5 87.7 6 4 7 4 2 3 87.76 4 2 4 2 87.76 4 3 4 2 87.7 4 3 4 2 Q CT 91.75 6 2 8 4 2 6 81.7 8 4 7 4 3 5 91.75 4 2 4 2 91.7 4 3 4 2 91.7 4 3 = 4 2 y N 0 LL O 96.76 8 2 8 4 2 6 95.76 8 4 8 4 3 b 96.7 4 2 4 2 96.7 4 3 4 2 a 95.76 4 3 a 4 2 Q N U 31.60 x 79.76 6 2 8 4 2 3 69.76 x 78.76 S b 8 4 2 3 21.76 x 79.7 4 2 4 2 21.75 x 79.76 4 3 d 2 21.78 x 79.75 4 3 4 2 83.75 6 2 8 4 2 6 83.7 $ 6 8 4 2 3 83.75 4 2 4 2 83.7 4 3 =. 4. 2 = 83.7 4 3 8 4 2 LL O 87.76 8 2 8 4 2 6 87.7 8 b 8 4 3 6 87.7 4 2 4 2 87.764 3 4 2 87.75 d 74 4 2 14 91.7 6 2 8 4 2 5 91.7 6 5 8 4 3 8 91.7 5 2 4 2 91.7 5 3 4 2 91.75 5 3 0 4 2 0 a 95.7 7 2 10 4 2 6 95.7 6 5 8 4 3 6 95.76 5 2 4 2 96.76 6 3 4 2 95.7 6 3 a3 4 2 -414 33.50 x 79.76 6 3 8 4 3 3 63.76 x 79.7 6 6 8 4 2 3 27.75 x 79.75 6 2 4 2 27.75 x 79.7 5 3 4 2 27.75 x 79. 5 3 �p 4 2 m '� 83.7 8 3 8 413 5 rd 83.75 8 6 8 4 3 6 83 7 6 2 4 2 83.7 b 3 z 4 2 83.76 8 3 F d 2 F 87.75 8 3 8 4 3 6 87.78 8 B 8 4 3 8 87.7 8 2 4 2 87.75 S 3 Q 42 87.76 8 3 4 2 a 91.7 7 3 10 4 3 6 91.7 8 6 8 4 3 5 91.7 8 2 4 2 91.76 8 3 4 9 91.75 6 S 4 3 oa �. 7 3 101413 5 95.7 7 8 10 4 3 5 95.75 6 2 4 .2 95.7 8 3 12 4 3 96. 8 3 36.60 x 78.7 6 3 8 4 3 5 67.76 x 79.7 B b 8 4 3 6 36.13 x79.76 8 3 4 3 38.13 x79.76 8 4 H 4 3 1g_ 38.13 x 79.76 6 4 4 3 83.7 8 3 8 4 3 6 83.7 B b 8 4 3 b 83.7 8 3 4 3 83.7 6 4 4 3 p 83.76 8 4 4 3 `tttClilll/j�� 87.75 8 3 8 4 3 6 87.75 8 5 8 4 3 8 57.7 7 3 4 3 87.75 7 5 4 3 It 87.76 7 5 4 3 91.75 7 3 10 4 3 6 91.7 7 8 10 4 3 b 91.76 7 3 4 3 91.7 7 8 p 4 3 xpx 91. 7 6 O 4 3 O �� •.••"' •N��%� 95.7 7 3 10 4 3 5 96.75 7 6 10 4 3 5 95 76 7 3 4 3 05.7 7 5 tl 4 3 `j 96.75 7 5 x 4 3 2 37.50 x 79.7 6 3 8 4 3 5 71.75 x 79.7 6 5 8 4 3 5 36.76 x 79.76 6 3 4 3 38.76 x 79.75 6 4 zd 4 3 zd 38.76 x 79.75 8 4 4 3 837 6 3 8 4 3 5 83.7 8 8 0 4 3 6 83.75 8 3 4 3 83.7 8 4 4 3 83.76'8 4 ' •4 3 'Z= 87.76 7 9 10 4 3 6 87.7 8 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 m 87.7 b 7 b d 3 91.75 7 3 10 4 3 6 81.75 7 6 10 4 3 5 01.7 7 3 4 3 91.7 7 5 4 3 91.75 7 5 4 3 >yo., ;Q� 95.75 7 3 10 4 3 6 85.7 7 6 10 4 3 6 95.75 7 3 4 3 Bb.T 7 b 4 3 86.75 7 6 4 3 �i �S ''•......••' 0 , ��1nLi ntt�'� i • 2X WOOD 13(4* „•• 13114- 2X WOOD 3A KSI MIN.CONC. j_ 1314- 13/4'MIN.E.D. 3A KSI MIN.CONC, 'MIN E.D. NIN E---i - BUCK NOTE 2 D. BUCK NOTE 2 F.,Q " ' IXWOOD BUCKNOTE 2 I TYPE I comoft vft the h 1X WK0=0D 1 31V TYPE 1 1314"TYPE 2 HWWWBOD& 1 314"TYPE 2 12-BUCK,NOTE 2o.-tl 1 3v 1318"MIN. MIN. i, paw BUCK, MAX 114*MAX. Dade Produa SHIM 114*MAX 114'MAX SHIM WOOD EXT. SHIM SHIM CONC. EXT. ANCHOR CONC. EXT. -WOOD Ea. ANCHOR CNI TYPE 2 OR 3, ANCHOR ANCHOR NOTE 1 2 v- NOTE I NOTE 1 TYPE 2 OR 3, 0) 11/4'TYPE I OR 2(CMU) -NOTE I DOOR HEAD(WOOD) DOOR HEAD(CONC) I 318"TYPE 1(CONC) -A- 130 1 3f4r TYPE 2(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) CL 114"MAX —.4 m 114"MAX.SHIM MIN. SHIM -1 MAX.SHIM M 1 114"TYPE I OR 2(CMU) —T 1318"TYPE I(CONC) 114" IM MAX SHIM 3/4-MIN.E.D. 130 MIN. ..It.- T I 3f4"TYPE 2(CONC) WOOD CONC. ANCHOR ANCHOR. E.D. ON rrw CONC dw LU —u- NOTE I S2 0 v- STAGGERED ANCHOR LL CENTERS,- ON .6 KSI MIN.CMU OR WOOD 3.4 KSI MIN.CONC. Nica TYPE STAGGERED ANCHOR, • 0 20113, A CENTERS 3t4"MIN.ED. TYPE3fr MIN.*E.D. NOTE I NOTE 1 0 2X WOOD EXT. lXWOOD BUCK EXT. 20113, 0 2X NOTE Ll-5KSIMIN-CMUOR BUCK,NOTE 2 NOTE 3.4 KSI MIN.CONC. BUCK NOTE 2 ix WOOD BUCK NOTE 2 EXT, DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Lu 0 = o Z WOOD ANCHOR TYPE 2 CONC.ANCHOR, z U) LU NOTE 1 1 9 WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOlk NOTE I 1XWOOD cm EXT. BUCK NOTE 2 • EXT. 14.*)jb� EXT. NOTE 04 LL 414'MAX l9'MAX. a wuu'j ANCHOR, ZdQ I"T W*00Dw .14' VII a a //�SHM 9 ,,,�114'MAX SHIM • *:3M fv 000 • 1'M E 1 �l 31MJ�MIN. • 00 1314:XE 2 31r TYPE 1 • 314"TYPE 3.4 KSI MIN. 2 2X WOOD BUCK NOTE 2 BMW --I 2X NOTE 3A KSI MIN.CONC. CONC.T..-" i n 0 RVBU OD).***:* D SILL(CONC) MIN.E.D. e SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) 14:0fl eONCRETC lWfA*tJ.A-nONS19 A0ArDADE COUNTY,USE ONLY MIAMI-OADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 13/8"MIN.(TYPE 1)OR IW SS4 ",'-'00illfill"I" EM@WM 13(4*h".JWPE 2� THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE .......... •U%WIREWS,GUW9 S, LtQ'114"04 CRETE-FLEX ANCHOR$EMBEDDED I 3fW MIN.(TYPE 2). 2.WOOD SUCKS SEPICTEN AS lx ARE LESS THAN i 1/2"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2XW f lir THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE V-0 0*. A'- AUTHORITY HAVING JURISDICTION(AHJ). z 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS). oz co 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. L ' a MIAMI-DADS COUNTY MIAMMAiADE PRODUCT CONTROL SECTION o 11805 S.W.26 Street,Room 208 DEPARTMENT OF REGULATOR QE0?C RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www wiamldede.eov/wonomX PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been-designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-3000"Aluminum Single Hung Window-L.NLL APPROVAL DOCUMENT: Drawing No.3000B-747,titled"Alum. Single-Hung Window,Imp.(LM& SM)",sheets 1 through 11 of 11,dated 07/12/07 with revision"B"dated 10/10/11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been 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 prcWtV M Me.dser.by 0! manufacturer or its distributors and shall be available for inspection at the job si&at th4reques ott�e$u9 in Official. This NOA renews NOA No.11-1013.18 and consists of this-page t ar&evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez B►E. . ... . . .. . . .0 00 . 0.. . . •• :' :•• "•' ••: '0OA No.12-0726.02 DADE COUMT1f f Expiration Date: December 06,2017 .4pgrgval Date: October 18,2012 ;0; ; ; Page 1 0 00. . . . . . . :000: fir, fey i . PGT Industries f', EV R, NOTICE OF ACCEPTAN( z ENC SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0905.02) 2. Drawing No. 300011--7-07, titled "Alum. Single Hung Window, Imp. (LM & SM)", sheets 1 through 11 of 11, dated.07/12/07 with revision"B", dated 10/10/11,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1013.18) 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 a series SH-3000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ATEFL-72154.01-40.1-18, dated 08/21/07, signed and sealed by Joseph A.Reed,P.E. (Submitted under previous NOA No. 07-0905.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC 2010, dated 11/02/07 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller,P.E. (Submiffed under previous NOA No. 11-1013.18) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. .. . . . . . ... .. ... ... . .. . . . . .. • ••• .•• seeManue Pe • Product Control xam er . . .. . . . . . .. ... . ... . ... NOA No.l .02 Expiration Date: December 06,2017 • Approval Date: October 18,2012 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS 1. Statement letter of conformance and complying with the FBC-2010, dated 07/25/12, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence, dated 07/25/12, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. ATEFL -72154.01-401-18 issued by Architectural Testing,Inc.,dated 08/21/07, signed and sealed by Joseph A. Reed,P.E. (Submitted under NOA No. 07-0905.02) G. OTHERS 1. Notice of Acceptance No. 11-1013.18, issued to PGT Industries for their Series "SH-3000 Aluminum Single Hung Window — L.IVLL", approved on 12/08/11 and expiring on 12/06/12. .. ... . . . . . .. .. ... . . . . .. • •Menne Pe • POO*Control ExWn NOA No.12-0 Expiration Date: December 06,2017 • Arproval Date: October 18,2012 E-2 ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . j � eo .-�<c�ic•c•vvwa�bdr< � ��`� -!t ��N�t9,-- d. Ul Z6 , } .1,� /j1Hllttt a oil a 16 — ® 4bw. w IP fig t w 4 � J ffi 1 of X1 o LA I Z rk U W m 113 Ol ;F s W � WOE �i� ;Ka,fom ID W Luoil T • • ••• • ••• • • • • • • • • • • • •• • • • • •• • ••• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • 6 i� CL o�Cj a • g al xi • ••• • ••• • • •• • • • • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• ••if's- 0.0 •••r • • TYPICAL LOWER TYPICAL UPPER CORNER DETAIL CORNER DETAIL 2 3 ®. ® 1 3 . 10 8 3 1b 22 18 27 4 47 10 11 1 • • 13 •••••• •••• • •• ••• • •• • 18 b 10 ••••.• • •• ..• • •••••• •••••i 9000 •FME DO:D SEALANT OR OA8f0=T 4 18 1 SEAL ANT OR GASKET • • VIEW D-D MAX.SA�1 DLO(FOLD&ACrrvE� •...• • 000 go*[*SASH y� MEW Cd • 0 10 .••.•• .. •• • 19 • 28 SECTION B-B . • .•• . ..•..• .:..•: • 81 - - - - - - - - - - - - • • • •qw r® — ._._ — ANt3(OR PLATE • • :•: •. •• 14 17 QMMEJAMB FEMME JAMS I b7 BBQ DW 17 I 0 A� I I I I sAm 12 29 I I I I I I 32 I MAX 8A8H Ol0(Foo=D a acnvE> ( a '�iD �e•e 12 MAtc WIDTH No ' r2 49 (SEE NOTE 1) ALT.SECTION B$ 9 OPTIONAL ANCHOR PLATE&FEMALE JAMB 47 HOS'. (8@E NOTE 2) 1.TWO BOTTOM LOGS LOCATED 4•FROM EACH SIE OF VENT. T 2 2.THREE 1°X 618°WEEPHOLES REQUIRED,TWO AT 8.28°FROM END OF SILL,AND ONE AT MIPSPAN TWO END WEEPHOLES MAYBE USED IF INE WIDOW 18 34°OR LESS IN WIDTH. : 24 SECTION A-A ® &THE OPTOM ANCHOR PLATE IS TO BE USED WHEN SPECIFIED BY THE ANCHOR QUANTTIY CHARTS OF PAGES B-10. Q r o (IJA 92m I' t A.New notes wd*mft for A pate,moved eeo m�oT�a+p oovoRNs '�0'•. Ft oR�OR. Dare C C and D•D firom otirer ootteded Sem 10 Ire$•. NgOt W 8f710 i� S•... (pC�� 17 vo !OIL ALS SJNOLEHI.M W A LS�t�V�iYnts�ll;�P� P�smTs »alae o0 1/2 rs +11 I FL P.E.rf 81 m t +TY II I °d DQo._ .7 tq y? ;�,IM a iAm z w oma. r C M X � A$ X FLL CL rK x HIM SPIN gill � EMS],%] P P P P P P P P P P P P P P P P 01111 P P P T--F- Pamti mmo�c�wawm►.m�F�fal8i6�i8��,t� P P P P P P P �� 000 : 0 uom 4278 i�--t.�a� 078 .417 ,soon, 1.t.9773 •V••• ••••• To 1376 # «� � � 080 080 060 • ••• • •�• 078 1•�--3 2�—�I N ' JAMB TRIM COVER/ HEAD SCREW ••••; ' C1� OFRAME HEAD FRAME SLL �3 FRAME JAMB O SASH STOP O COVER O BALANCE COVER • • • •• ••• •••••• .• • •. ,272 • • • •••• • • � .0>8 6I= •••.•• 1082 ••••: • •1. .076 2.8225 2 ,.721 .075 • • ••• • • 15116 I ,Q75 J+L._'••• — —� 7ty � t 081 1 ,56vr swa F+- .457-•I ---I 1:272 I••— asamarma,vm, 0 of P OFEMALE JAMB (�TRACK COVER13 TOP RAIL 14 B OOS�L 1b SASH SIDE RAIL By +sou a1 —�{ 1.222 f►-2812 2.W-1 16 BEADING 7/18 .075 108286th M ,eom odwumcoft• 344 I----3061-••I ,082 �� .44" I T 17 BEADING 9/16 ANCHOR PLATE ' 28 BOTTOM SASH BOTTOM SASH 31 BOTTOM LOCK .�`y V. -4 O � BOTTOM RAIL BOTTOM RAIL •. 6510 A adder(mit 17 780H/M06Y 0 ....... •„� s 1 '�. fkffAL .SNVO/J=mm WWDOW Mr �� 1 fbbBe6ier Mum 12 6 •!! �ObB-7-07 8 Fl.P" CONCRETE ANCHOR CONCRETE ANCHOR Vf 8H8'TAPCON sHOWN 8118'TAPOON 8HOMMV (SEE NOTE 9,SHEET 1) 1 Stis,MIN. (SEE NOTE 9.8HEST 1) 19118"MN. CONCRETE.3109 PSI MML E.D.TYP. E.D.TYP. 1'MIN WOOD TES.I r COpICRSTE 3800 PSI MRS D.ON (80 NOTE S. SHEET 1) 4.. .• py�py.p r. d. .. �� .• d. MIN. a ":•; •�,: a..;:., Sias MIN ♦ .• Aw ... 1314` now. 13/8' �• b'., ' EMBED• Q MIN. P. ,�• J 1,c MAXT Max va• J SHIM MAx SHIM SHIM INTERIOR[� DETAIL A DETAIL B DETAIL C PROM=RM4BrWn mamVr*a.M»m Fpm CONCRETE OR CONCRETE BLOCK SUBSTRATE CONCRETE OR CONCRETE BLOCK SUBSTRATE 2X YYOOD SUCK OR DIRECTLY INTO coda WITH 1X WOOD BUCK,SEE NOTE 1 WOOD FRAMJN%8EE NOTE 1 A O /�► • •• TYPICAL HEAD ANCHORAGE • • •.••• � 8al7mtdt 0000*0 00Ao�mv . • • • nmce .•••. • 00 4 welt's: • • • 1 I DEPICTED IN THE SECTIONS CNd THIS PACE A81x ARE BUCKS WHOSE TOTAL THICKNESS I8 LOO THAN 1 W. 1x NPOOD BUCKS ARE OPTWNAI If UNIT CAN BE• • • • • •• ��DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED A8 2x ARE 1 112'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE •••• • • • BRED BY OTHERS OR A8 APPROVED BY AUTHORITY HAVI n JURISDICTION. i t • •.•••• : ••• ATTAcHmENT TO ALUMINum:THE MATERIAL SHALL 13E A MP9MUM STRE1CiM OF 8083-TS ANDA MINIMUM OF1I'nfCK.THE ALUMINUM STRUCTURAL MEMBER SWILL �•`�`'I 1Y 'I • 000 • BE05 A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOWFRAME SIMILAR TOTHATSHOWN IN THESE DETAILS FOR2x WOOD BUCKS. MAY NOT BE USED.THE AMHOR .`�0� p6NSF 4FR • BMALL�A#14 SHEET METAL BCREW WITH{FULL ENGAGEMENT INTOTHE ALUMINUM.IF THEA t9iITER1AARE MST.THE RESPECTIVE DESIGN PRE88C>REES,MK2iORAGiS •••••• • 0000• %PAC IMAND QUANTRIES FORA 014 WOW SCREWMAY SE USM. k 88708 3.ANCHORS ARE NOT REQUIRED AT THE BILL i JJt A Ctautped etrof s b 6H8°Tapoon wxf wood emm, Wo AN RAt�tE DET'AX8 tO ' P.•' ren wmd C MU opllon from det�l,moved Notes.aweotedlaw g� s Ki vo apx�wa ALLU 8WGW HLM VAWDOW NO,{LMS sS/ONA4�:'`'� 771 Tam Ieoo�oMMaes laaesrs ae�m► 610m NT8 e M 1 f 3L�OOB•r-o7 $ a LYI�Ad SP E ® CMU,1500 PSI MIN.OR 1314' CONCRETE,9500 PSI MIN. —1 314•MIN.EMBED. 13W IN. MEMBED 1!4•MAX CMU,1500 PSI MIN.OR IW MAX 1/4•MAX.SHIM SHIM� . CONCRETE,3WO PSI MIN. $HIM� emir TAPCON SHOWN :i'v: CONCRETE ANCHOR, 1.00° IN. M (SEE NOTE 9.MEET 1) 658'TAPCON SHOWN EDGE `: . :' (SEE NOTE 9,SHEET'1) DISTANCE •••• NN •• • •• •° • :°' :° 9 958°MIN INK WOOD SCREW •••••• • •• •••• E.D.,TYP. ••'v 19115 (SEE NOTE 9.SHEET 1) • i•.' t E.D.,TYP. hTwom • • v DETAIL D DEIL E TA ••••• • ••• •••• DETAIL • • •CON RETE OR CONCRETE SUM SUBSTRATE CONCRETE OR CONCRETE BLOCK SUBSTRATE 2X WOOD SUCK OR DIRECTLY INTO •••••• •• • • • WITH 1X WOOD SUCK SEE NOTE 1,SHEET 8 WOOD FRAMM SEE NOTE 1,SHEET 8 • • ' TYPICAL JAMB ANCHORAGE WITH ANCHOR PLATE ntom=RME• • • ,ED CMU• °• 13W COC 1 EWE, PSI WK P41 MIN.OR 13f4'MIN EMBED. CO�� 'wilb n O � MIN.EMBED 1W CMU,,IWC PSI MIN.OR m 1G .PA�7 1141MAX SHIMS SHIM CONKNiEM 3WD PSI MSV. caacRErE ANCHOR. coNCRETE ANcrIDIs. r o r v 5MV 7APO NV SHOWN ♦ vSPICTAPOON SHOWN • (SEE NOTE 9,SHEET 1) : (SEE NOTE 9.SHEET 1) NOTE: �� • ': THE ANCHOR PLATE MUST BE t: •.t. USED WHEN 6NGTAUM monUcrRBVts� • ,v. .. :v 19118°MIN r t v 19118"MPL WO WOOD. 6 " .. t E D TYP. E.D.,TYP. Dno 2 O V DETAIL D DETAIL E CONCRETE OR CONCRETE BLOCK SUBSTRATE CONCRETE OR CONCRETE BLOC SUBSTRATE WITH 1X WOOD BUCK,80 NOTE 1,SHEET 8 TYPICAL JAMB ANCHORAGE WITHOUT ANCHOR PLATE v 6611 a(2t ned arWhm to 8118°Tapm wW wood-smm, d ded a plate drawing moved nom DETAILS a a '--�o' •..; ppoA: C9: almar vat RAW IN— � Ati HUN©WINDOW : A. 0; sirrao0 NIt4 7 •!1 90fU0B-7-07 FL P"WM TABLE 3.HEAD&JAMB ANCHOR QUANTITY FOR.DESI 3N PRE__URE8 UP TO+11G120PSF p,rp, �, 7elp, ci �r jI M �r 2 2 2 2 2 2 2 2 2 2 a a 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 2 2 2 3 S S S 3 3 8 3 S 3 3 3 3 S 3 S 3 3 3 3 3 3 3 8 3 3 8 4 3 8 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 S 3 3 3 S 3 8 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 S 3 8 3 3 3 3 3 8 3 4 S 3 3 3 3 3 4 4 8 3 3 S 3 3 43-11-1-3 S 3T3-" 3 3 3 8 3 3 3 3 3 3 3 .3. 3 3 3 3 .3 .3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 3 Z 2 2 2 S 3 3 4 3 S 3 3 3 3 3 4 3 3 3 8 8 3 4 8 3 4 3 4 3 4 4 8 S 4 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 9 2 2 2 2 2 2 2 3 2 2 2 Z 3 3 3 4 3 8 3 3 S 3 4 8 3 4 3 4 3 4 4 8 S 4 S 4 3 4 6 8 S 4 3 4 4 4 4 4 4 4 4 4 4 4 4 8 4 4 4 6 4 4 4 8 4 4 4 a 2 2 2 3 2 2 2 2 2 3 2 4 2 3 2 3 8 9 8 8 3 S 3 8 3 4 4 8 3 4 3 4 3 8 6 7 8 8 3 6 4 6 8 7 4as $ 4 8 4 4 4 4 4 4 4 6 4 4 4 8 4 4 4 7 4 4 4 7 4 4 4 7 ..., _ .__...... ._ ._. .,_ __ _ _ ._._ u•, Off/ 2 2 2 9 2 2 2 2 2 3 3 4 2 3 2 8 3 4 4 8 3 4 8 4 9 4 4 7 3 8 3 8 4 8 8 8 4 Fi 4 8 4 8 8 8 4 8 4 8 4 4 4 4 4 4 4 8 4 4 4 8 4 4 4 T 4 4 4 7 4 4 4 6 • •• 2 2 2 8 2 2 2 2 2 3 3 8 2 3 2 8 3 4 4 8 3 4 8 4 3 8 8 7 3 6 3 8 4 8 8 8 4 8 4 8 4 8 8 8 4 8 4 8 •••• • AMMORAGE NOTES: •••••• 1.ANCHOR TYPES. 55.12VX91.12VWINDOW •••••• • s 1.914 WOOD SCREW,STEEL &ANCHOR PLA ITEM 2H1 FEMALE USING!H/1lF'MANY • ANCHORS NOANCHORPLATE,6118•ELCO TAPCONS W/0 J ANCOR PLATE ( ��ITEM� INTO CONCRETE. 8,28. •• • -8118'E LCO TAPCON8&ANCHOR PLATE,ITEM 26 MMIALE JAMB,ITEM 7) 4 A Dm• •••••• •• •e saw 1/4'E.CO TAPCONS&ANCHOR PLATE,ITEM 20(FEMALE JAMB,REM 7) 4 IN HEADER ••••• i •••• • ' - ABWCVE 1 • • YIE�RQR LOCATIONS AIS:BASED ON THE FOLLOWIING TESTED DIMENSIONS AT FULL OP. 6IINJAMB, RAIL ••••• •• • •••• HEM'4'MAX FROM TOP(X>PINERS •.•s: •• ••: •••• 18'MAX ANCHOR TO ANCHOR TABLE KEY: p OF ANCHORS T81.26' • • • • -6112'MAX.FROM TOPfiX)T OM CORNERS HEAD THAT MUST BE B ANCHORS T ' • 18'MAXANCHORTOANCiOR INSTALLED •••••• • •s ••••• V MAX.ABOVFJBELO W MTQ RAIL 2 THE HEADER IN JAMB'BELOW � .(1YwN • • • • •SILL MEETING RAIL -ANCHORS NOT REQUIRED. 001. 2 3 • ••• • L •i•••• •••• •• i _THATMUBTBE THAT MUSTOF BE • • � :it; No•�� — •••• THE ME6:7'INfiRAIL THE MEETING i4AIL 4• �--:—gg,126+—r•.� •:�= lot 2` A.Changed 1010 0%added 7801e10l,O•YI1RW[ AN( fOR40E UAN7TflE %gyp'• aoP:•c2�• 77tf8 Naaflaae,p.arne .�.o�••........ �� na H879 ALUM.$NYQLE HUlYOw#mw/MP.' A '��`SS10NA��.• 07l1?A17 ReGl4 8tH m NMI 8 a 11 3800x7 B A S P E TABLE 4.HEAD&JAMS ANCHOR QUANTITY FOR DESM PRESSURES UP TO 41-106 PSF 71p,7p, �, H.... � � . � JA( 1 • �• •.• • • 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 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 S S 3 3 3 3 3 9 3 3 S 8 S 3 3 8 S S 9 S 313,3 3 3 3 3 S �•..•� •� 3 3 9 3 3 3 3 3 3 3 3 3 3 S 3 3 3 S 3 3 3 3 3 3 • • • 2 2 2 2 2 2 2 a a 2 2 2 2 2 2 2 S 3 S S 3 3 S 3 3 S 3 S 3 9 3 S 3 8 3 4 S 3 3 3 3 S 3 4 3 3 3 S •••i.• • •.• • S 3 3 3 3 S 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 •••.•• •• • 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 3 3 3 5 3 3 9 3 4 9 3 31-i 3 3 4 4 9 9 3 3 3 3 4 6 8 3 3 S — • •• • 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 •••••• 2 2 2 2 2 2 a 2 2 2 2 3 2 2 2 2 3 3 9 4 S 9 3 3 S S S 4 3 3' 9 3 3 4 4 8 9 4 3 4 3 4 4 8 3 4 3 4 • • • •""• • 4 .4 4 4 4 4 4 4 4 4 .4 4 4 4 4 B 4 d 4 0__4 4 4 8 i ••.� 2 2 2 5 2 2 2 2 2 2 2 3 2 2 2 2 3 3 3 4 8 3 3 3 5 5 4 8 3 4 5 4 3 4 4 8 9 4 3 4 3 4 8 8 3 4 3 4 PROD wpuEwoFlmide Como ,scam 12"0 6, 4 4 4 4 4 4 4 4 4 4 4 S 4 4 4 8 4 4 4 8 4 4 4 8 a 2 2 2 3 -iTi 2 2 2 3 2 4 2 3 a 3 3 8 S 8 3 S 3 3 S 4 4 8 3 4 3 4 3 8 8 T 8 !i 8 8 4 8 6 7 4 8 4 4i 4 A 4 4 4 4 4 8 4 4 4 8 4 4 4 8 4 4 4 8 4 4 4 7 2 2 2 S 2 2 2 2 2 3 2 4 2 3 2 3 3 3 3 8 3 S 3 3 3 4 4 S 3 4 3 4 3 S $ 7 8 8 3 -JT- 2 4 8 8 8 4 8 4 8 ANCHORAGE NOTES: 1.ANCHOR TYPES: PRODUCrItSVIM�L*! 1-014 WOOD SCREW.STEEL(GS)&ANDCHOR PLATE,ITEM 20(FEMALE JAMB,ITEM 7) > cbEe 2-Otir ELOO TAPCON S VWO JAMB ANCOR PLATE TABLE KEY- IF - 26-Stir ELCOTAPOONS&AND=PLATE.ITEM 20(FEMALE JAMS.ITEM T) Do 3-IW ELCO TAMS&ANCHOR PLATE,M3420(FEMALE JAMB.ITEM 7) #OF AN CHH HEAD THAT MUST BE %wbwwQwa;r;w 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING TESTED DIMENSIONS AT FULL OP. INFrALLED IN 2 THE HEADER HEAD-4°MAX.FRCM10 TOP CORNERS 2 3 1B°MAX ANCHOR TOANCHOR 8OF ANCHORS SOF ANCHORS I t t t t JAASB-5 lir MAX FROM TORAKMOM CORNERS THAT ROUST BE THAT MUST M4AXANCHORTOANtR10R INSTALLED IPSTALLED ( � I�MN•• r MAX.ASOVERIELOW MTG.RAIL THE MEETING RAI. THE MEMO RAIL ��rC. SILL-ANCHORS NOT REQUIRED. Q'1' '*• I ` JA agmA( 1tsb�t9e> eamenpte �-0Of :��a: to) ANChVRAGE DBOW PP.88SUM 1 e +mve7 °1010 M.maw UIQ t�01m1uel R»mom 1?NEay Bettor A LIV MIL4 ,P.E.115k17 NTS 9 >11 .80w".w FL P.E.!WM i TABLE 8.HEAD&JAMS ANCHOR QUANTITY FOR DESIGN PRESSURES UP TO 4M PSF vi 14 or 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 972 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 3 3 3 3 9 3 8 S 31-3 3 3 3 S _3F3 3 8 3 3 S S S 3 3 3 S 3'.-i 3 S 8 3 3 3 3 3 3+22'L2 3 S 3 3 3 3 3 3 3 3 3 3 3 3 3 3 S 9 2 2 2 2 2 2 2 2 2 2 2 4 2 3 S S S 3 3 8 3 3 S 3 8 3 S S 3 3 3 3 3 Ti 8 3 3 3 3 3 S S 8 8 3 3 8 3 3 3 3 3 8 3 3 3 3 3 3 3 3 3 3 3 S S 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 S S S 8 9 9 8 3 3 3 3 8 3 8 —31-3 33 'T34 3 3 8 3 3 3 3 4 3 3 8 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 S 2 2 2 2 3 3 3 9 8 8 3 S S S 3 4 S 3 S S 3 3 3 4 3 8 S 3 3 8 4 8 8 3 S 8 4 4 4 4 4 4 4 . 4 4 4 J33 4 4 4 4 • 4 4 4 4 4 4 4 4 eo '4 2 -21-2 2 2 2 2 2 2 2 3 2 2 2 2 Ti' 3 4 9 9 374 3 3 3 3 9 3 4 $ 3 4 3 4 3 4 4 8 3 4 3 4 F8 4 4 4 4 4 4 4 4 4 4 4 4 4 ' 5 4 4 4 5 4 4 4 5 I-aDo 2 2 2 2 2 2 2 2-2 2 2 3 2 a 2 2 S 8 3 4 8 8 3 5 3 8 3 3 S 4 4 8 S 4 S 4 3 4 4 8 8 4 3 4 gy4 4 4 4 4 4 4 4 4 4 4 $ 4 4 4 8 4 4 4 8 r� • • �•� •• 2 2 Y 3 a 2 2 2' 2j 2 2 $ 2 2 a 2 S 3 3 4 3 3 3 3 3 3 3 6 3 4 3 4 3 4 4 8 3 4 3 4 S 4 6 8 8 4 3 4 •••••• :60660 • • • ANCHORAGE NOTES: w,,�, rnalaa •�.••• •• • •• ��:#74 NOW SCREW.STEEL(G5)&AKCHOR KATE,ITEM 20(FMALE JAMB,ITEM 7) as a+ aoas • 2-Sna ELCO TAPOONS WAD JAMB ANGOR PLATE TABLE KEY: n t� CDUwbft •••••• •• •• •s 211-BMW ELCO TAPOONS&ANCHOR PLATE,ITEM 20 FBAALE JAMS,ITEM 7) ••••• i •••• ••i•• 3-IW ELCO TAPCON&ANCHOR PLATE 17EM 20(FEMALEJAM%TEM 7) #OF ANCHORS • • HEAD THAT MUST BE Promoet ••••• •••• ••40ANCHOR LOCATKM ARE BASED ON THE FOLLOWING TESTED DIMENSION AT FULL DP. 2 � i••••i • •• •••BEAD_4•MAX.FROM TOP CORNED 2�3 • • • ••••• 15'MAXANCHORTOANCHOR #OF ANdi0R8 #OI ANCHORS rr I r r r • JAMBS_ B UYMIIX FROM fOPiBOTT�IACORNERS THAT MUST BE THAT MUST BE •••••• • •s ••••• Ir MAXANOHORTOANCHOR INSTALLEABOVE D pIBTALLED@M • • • • •• V MAX.ABOVEBELOW MiO.RAI. THE MEETM RAIL THE MEETIPXi RAS�p( +�� • ••• • • • •BILI-ANCHORS NOT REQUIRED. _*: 0.561 05 OL J R A Changed t�IIIa,added o mn0e t/4" ;WWI" ��fO: �:�a�� U—=M SSIOPtA�;AU8I E Q WMIDOWj W. LM SSrI A LP.E. AJT MW MT8 f0 s t t -7-D7 B FL P.E#MM EGRESS OPENING$FOR 1H WINDOWS TABLES. WINDOW HEIGHT 9s 70 72 74 78 78 80 82 64 M 88 9D e2 24.M 26 ...... ...• • . • • • 666600 • •• •• • 26 • • • • •• • 6666•• 6666• •• • •• • • ••00• • ••• •• 32 6.000• 06 1:. • • 0 i 34 0000•0 • • • •66.6• • • 6 • 36 • • ••• • 6 • •• escomPtY�B�vith tho as BwwftcodoNAO ?z 40 By Ht3RESS NOTES: FLCRp)A euu.0nuo ooDE.REQUIRES ^to WVrH.24•IN HEKE♦r,AND V SQU4RE FEET OF CLSM o 1iNc3 t8.0 sQua�FEET Oa QMM FOO,TO MEEr MWEss REQUIMMM ODUCTREVOM "mw•rtam. mambu code � edsPm not Ntn�� s.o; �Oiot1�H t"' JA am 6 A.spedW FSC yer C�1t$ CH/4RT •�O' sloe ..n w 3p Now" AUS HUN®WINDOW 1W. '�FSSIONAL PR>s MMMAN dG NT8 11 •11 30 .7.07 g A LYNN E P E v CITY MIA MIAMI DADS COUNTY,FLORIDA •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITT ,E I , D REGULATORY 11805 SW 26h Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMI ISIO T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov�era/ PGT Industries,Inc. 1070 Technology Drlve North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials.The documentation submitted has been reviewed 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11HR--710"Aluminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window,'Impact", sheets 1 through 11 of 11, dated 02/2812006 with the latest revision "E" dated 10/17W11, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 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 pggvi, o ja,the.usgr ky he manufacturer or its distributors and shall be available for inspection at the joltsite at lhd s4g4e*clf$43uilding Official. This NOA revises NOA No. 11-0630.02 and consists of this Vaj*e 2=ev94dwnoe pa e*'.�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. .•. • ... .. . . . . . .. . . ••• • ••• • ••• • I rlwadaco� ��AY NOA No.11-1114.04 • • S tv UWrgtlonpate: December 21,2016 ;.; j1plgovatDate: February l6,2012 ' % " ' ' " • Page 1 ... . . . .•. . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: T,'j.. E N SOMITTED t. d A. DRAWINGS 1. Manufacturer's die drawings and sections. s�,Yidwt.%v:SM (Submitted under NOA-Is No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.-FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 24113 2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Repor€; 1+7oi ISS; •ced 03/08/2006, signed and sealed by Edmundo Largaesp&%$.E.: (Submitted iru:der XO.4.•o. U-0405.06) • •• •o. . Jaime D.Gasco ,P.E. • • • • ' ' Product Control Section Supervisor 000 : '. : :' NOA No.11-1114.04 "' "' '" Expiration Date: December 21,2016 Approval Date: February 16,2012 ... . . . . ... . . . . . . . . . . ... . . . . . . . . . . .. .. . . . .. .. . . 0 ... 0 . . ... 1 , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P.E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 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. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F: STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by .Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence,dazed 10/25/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Owg the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007,dated 06/29/2011,signed and sealed by Robert L. Clark,P.E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) ••• •;• ••� •• ••Jaime D.Gascon,P. ••• •• •• Pio �t�Ioatrol Section Supervisor ..; ;.. ••• .•; ••• NOANo.1I 1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 ••• . • • . . . . . . . . . . . . . .. .• . . • .. .. • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER F. STATEMENTS(CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-11405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02,issued to PGT Industries,Inc. for their Series "HR--710 Aluminum Horizontal Roller Window- L.M.I.", approved on 08/18/2011 and expiring on 12!21/2016. •• • • • • • ••• •e •• • • • •• ••• •• • ••• •.. Jaime D.Gascon,P.E. • • ' • ' Product Control Section Supervisor •• NOA No.11-1114.04 goo ••. • ••• Expiration Date: Deceiber 21,2016 Approval Date: February 16,2012 . ... ... E-3 . . . . ... . . . . . . . . • . . . . .. .. . . . .. .. . . . ... . • . ... GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2}FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5fl6"LAM[CONSISTING OF(2)LITES OF I/$'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.818'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF IN HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLE*XEEPSAFE MAXIMUM PVB INTERLAYER C.8118"LAM CONSISTING OF(2)UTES OF IV HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB IWERLAYER D.7118'LAM CONSISTING OF(2)L.ITES OF 3118"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E.718°LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3M8'HEAT STRENGTHENED GLASS WITH AN.OW DUPONT BUTACITE OR SAFLE M03SAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.711W LAMI CONSISTING OF(2)UTES OF 3/18'HEAT STRENGTHENED GLASS WITH AN JI80 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES_--1 GLAZING DETAILS.........».2 G.13/10-LAMI IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.)GLASS,8f18.OR 318"AIR SPACE AND fill'LAMA CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A DESIGN PRESSURES...-.3 .090 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS.»..........».».4 VERT.SECTIONS............5 H.13118'LAMI IG:(1)LITE OF 1B'OR 3118•ANNEALED(MIN.)GLASS,SfIW OR 318'AIR SPACE AND 6110"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS._.._.-6 OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER PARTS LBT»..»..».».......»6 EXTRUSIONS.-___...7 1.13M8"LAM IG:(1)LITE OF 11W OR 3f1(rANNEALED(PUN.)GLASS,6118'OR 318°AIR SPACE AND 5118'LAM[CONSISTING OF(2)L.ITES OF IN HEAT STRENGTHENED GLASS CORNER DETAIL—_-.5 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPWE MAXIMUM PVB INTERLAYER ANCHORAGE.....„...„........8.11 J.1311W LAM[IG:(1)LITE OF 1/8'OR 3118"ANNEALED(MIN.�GLASS,3118`OR 1/4"AIR SPACE AND 7118'LAM CONSISTING OF(2)UTES OF 3M8'ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXflCEEPSAFE MAXIMUM PVS INTERLAYER K.13/16"LAMI IG:(1)LITE OF IN OR 3118"ANNEALED(MIN.)GLASS,SMV OR 114"AIR SPACE AND 718'LAMA CON813TLNG OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER L.13116"LAM IG:(1)LITE OF 1B"OR 3118'ANNEALED(MIN.)GLASS,3M8'OR 11C AIR SPACE AND 7110"LAMA CONSISTING OF(2)UTES OF 3118°HEAT STRENGTHENED GLASS WITH AN.C90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER • • 0%OW URATIOP:W.XO XOX 0000•• • • • • • S.DESIGN PRESSURES:(SITE TABLES,SHEET 3) 090.00 •.•••• •A NENTIVE&SION LClkDS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E I=-02. 9 • •999•• •••••• •• B.POSITIVE DE31C14 LRDS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. ••••• i4.;WHV RAGE:li*G;M385 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PP40UCf R6VISBD • Flarlifs 00009 wcomoft`�f' •f b&nZu S ARrbtT&MquiREo. Aaqtm=No r '• • 0 •• 0000 'q 00000• 8.CRAME AND PA LiC•O�IER3 SEALED WITH NARROW JOINT SEALANT OR GASKET. • • • •••••• •7.R WRENCES:4708FAMMORTS FTL-4868,M-48011FT AND 455. • 9 • ELCO TEXTRON NQk'04-0721.01,03.0225.06 •• 00: • jNWW8rA NDS•20W FOR WOOD CONSTRUCTION 11 I t i l t •••••• • 0690• ADM-20TH ALUMINUM DESIGN MANUAL `` 14%l �� d••'JC13F''• i. >;TRIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY ��.. •.,.,k HURRICANE ZONE(HVHZ). do j No.66706 S.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED LG.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. - -` yp•:GC• 1 la- Jd lww7/ll F Fw21"ocoD8CJ '�Q p \2; a,etae. �� CS: CC/, ao�orecauaoLoorcauvr QENERAL NOTES . ,c�'•.,F...... : O. ,ca ill a MDEDHiCAP1DwT .sorlNor� Noxou�s.rn aax�e F FK 4ntr�7 c Fn as�o7+ol�r�>scam t r�aroa vr�rr Po egx,axe HOR ONTAL ROLLER KINDOW,IMPACT �'��`,r�S�ONAL FJG J.6 �xctw�. a Yt�tbb tOR7ltl NTS t s 11 4127-10 E aLIN" Pe 21 50 21 50 C]EXTERIOR INTERIOR 53 1/Y NOM. 55 VY NOM. (ALL SECTIONS) GLASS SITE GLASS BITE •••••• •••• '. ••• 51 • '.•' 60,61,62 S1 83,84,85 • s • •••••• • •• •••••• • 1A r ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS • • • •••••• 080 SOLUTIA OR DUPONT PVS INTERLAYER 080 SOLUTIA OR DUPONT PVS INTERLAYER •••••• 1/11"ANNEALED OR HEAT STRENGTHENED GLASS • • • •• •••• 6118"NOAH. 3118•ANNEALED OR HEAT STRENGTHENED GLASS • • • • • 7118"LAMINATED s•••• •• • ••.�y16°LAMINATED GLASS 7/18°LAMINATED GLASS. ••••• • ••• •••••• • 21 50 21 50 Ire NOM. NOM. 59 GLASS SITE 59 GLASS BITE 52 52 66,87,68,69.70,71 72,73,74,75,78,77 �° ,ti,, INA 1f8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS PAMdkg-Co& L} 090 SOLUTIA OR DUPONT PNB INTERLAYER 080 SOLUTIA OR DUPONT PVS INTERLAYER (fl 1f8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18•ANNEALED OR HEAT STRENGTHENED GLASS W5116"LAMINATED 7118'LAMINATED 5118.OR 3f8'AIRSPACE 3f18"OR WAR SPACE U8"OR 3118°ANNEALED OR TEMPERED GLASS® 1/8"or 3118"ANNEALED OR TEMPERED GLASS 13118"NOM. 13115"NOM. ttt�l 13/16°LAMI IG GS W/6/16"LAMI 13/1 6°LAMI IG GLASS W/7/18"LAMI �` I��N LAS ...k ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. .Ld IW7/11 E MOCHANGE IMshwEr .. %"off. sly. .T. GLAZIMG DETi4tL3 JA It' G roCAPTOeer .�rlv m P ,� ,,SFS.......• loww PJL 4Heros C NOCHANGETWSHEEr vo.erpc>me ALUM.HORIZONTAL ROLLERIMAWW, FACT '��,5f/O'N�AILt�r• VA& TZtdry Behar aWrte9e ail" n er Na s ALttJNIGRLER RK d.d '� a ►moo Ful! 2 w 91 .4127-10 E p"um TABLE 1. IXOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 318" 48" 60 518" 54" 60" 83" W. A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +80.0 1 -80.0 +60.0 -60.0 +60.0 •60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZABOVE 3o FT. 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +60.0 -60.0 +60.0 -60.0 +54.6 •54.6 +51.7 -51.7 L S GLASS H TYPES o- LSHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 '-60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.O.GLASS UP TO 111" C,I +60.0 -60.0 AAHHE ND NcHOTDP R UP T0111" D,E,F, OUANTITYREMAIN J K L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(113,113,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 88 7116" GBH,I TO 86 7118" DE,F, J K,L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W1 SAME DLO ARE 1"SMALLER) • • �1ilODQ1�l GLASS • WINDOW HEIGHT' ••••i WIDTH T" • 28" 36" 38 1 60 618" 64" 80" 83" • •••••• • • A,BgG,H •475.0 75.0 +75.0 1 -75.0 +76.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 1 75.0 •• 88" A,6}6.4,45.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +74.2 -74.2 +70.2 70.2 • •••••• ••72" A,B O,N •1+/5.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 ••••• • 74'0• A,B'O, •+'95.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 48.1 +63.8 -63.8 - rft • • ••••• •• •� C,pC y8�1R • • • V:TO 74' I J K •• +75.0 -75:01*04 •••••• GLASS TYPES:ItStMPORT FTL-4858 009,FTL-4859(OX 8,XO)AND FTL-5330 � •:•••• A;6146"LAMI- 1 ,1/8"A G.13/16"LAM[IG-1/8"OR 3118"A(MIN.),5116°OR 318"AIR SPACE,5116"LAM[- 1/8" • ••• • ( • :• ) (M ) ( A,.090,1!8-A) • B.5/16"LAM[-(U8"A..090,1/8"HS) H.13/18"LAMI IG-1/8"OR 3/16°A(MIN.) 5/16-OR 3/8"AIR SPACE 5/16°LAMI-(1/8"A .0901/8"HS) •••••• co i•LAMI-(118"HS,090,1/8'HS) L 13116"LAMI G-118"OR 3/18°A(MIN.),5116"OR 318"AIR SPACE,5/18"LAMI-(118-HS,.090,1/8"HS) D.7118"LAMI-(3118"A..090,3116"A) J.13118"LAMI[G-11WOR 3116"A(MIND,X18"OR 1/4"SPACE,7116°LAMI-(3t16"A,.090,3/16"A) E.7/16"LAMI-(3/16"A..090,3/1("HS) K.13116"LAMI IG-1/8°OR 3116"A(MIN.),3/18'OR 114°SPACE,7/16°LAMI-(3118"A,.090, 16"HS) _is No.rA7O5 F.7/16°LAMI-(3/16-HS,.090,3/16"HS) IL 13116"LAMI Ks-1/8"OR 3/16"A(MIN.),X161 OR 114"S E,7/16°LAMI-(3116"HS,.090,3116"HS) u 1wnr11 F nrocr►Aat Tw&'A r °wow `'d v yl ttt� DESIGN PRESSURES .ut moo D AWW1GCAPTV6E #WTAVM �7Dnra a P ,•" �,O.c' ..�oe�OA: FJC 41idW C �IMEGML FIN OPT=&UPA47EASME rSaaeDPS NaA8 �i�a � ALLIMHORIZONTAL �MDOW IMPACT '�''�`,sA:L4(IOa�'o %%"`. F.K � slsroe , Too NTS 3 d ii 41V-10 17 P"am 27 31W 27 3/8" 27 318" jMAX. O 54 811W MAX.DLO FIXED MAX.DLO MAX.DLO VENT FIXED D D .Sa B B B B so ••• ••• • •:• / • • ••• .• X X O X •••••• • •••••• •0000• • •••.• • • • • ..•• • as:** • • 000000 110"MAX.WIDTH I.F.FRAME— +�I " • • { 7n8°MAX WIDTH I.F.I F.FRAME *:see* •• 1 m-;*&W um FLANGE FRAME — 8 7n8"MAX WIDTH FLANGE FRAME ♦• • i•o •i DETAIL B-XOX(1/41/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) •••••• i••••i • ••. : NOTE: • • V: •• • ••33 BMW MAX 33 911W MAX 1.SEE SHEET 5 FOR VERTICAL.AND HORIZONTAL SECTION DETAILS. • •• OLD FIXED c OLD VENT _ _ 83"MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL AiFRAME 15 57 3" ( S8" CONFIG. MAX MAX DLO ALL / / DLO ALL 15 I.F.FRAME FOLD / I / VENT8 PRODIUTRSV�D 8r MAX �1�= B°°°mpl�`rNhtB°Fl� LITE3 >e�cab / / I.F.FRAME AocoPAb �. X ALL CDNFIG. b 1 13 FLANGE FRAME \\ /i ►- i3"MAX wlt?TH I.F.FRa�---. VIEW D-D �` ��cEsF GP•�r :' `� 74"MAX.WIDTH FLANGE FRAME--- .� (FRAME CORNER CONSTRUCTION) * No.58705 DETAIL A-OX OR XO _ * RAww am A.L immi F�w NOW I�CHANOETH�Bif>�T ELEVATIONS %gip' sr T b� � 1070 TECd@IW.oOY DRNE % •'•-.�LOR10P.••�? A& owl a nro7rr>sr Nacoams.rl3rr/e f �� ALUM I,ORlZO1VTAL ROLLER WINDOW JMPACT '%css/pNAL `�• f.K MOW C P.o.8QX1678 •.y arfvW \\ FK aPA/09 J1 91PSroB wacwas,Fl3ez7a VFdbjrBatoer I9P710 NIfS 4 s tt 4127-t0 aL �dL PJL E P H 608700 INTERIOR 37 32 3S 1 39) � it D q 16 2 EXTERIOR INTERIOR 13 21 MAX VENT DLO *-- MAX.FIXED DLO — MAX DLO MAX.WIDTH MANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX INTERIOR 17 HEIGHT 35 37 FLANGE FRAME MAX. VENT DLO q 18 MAX. FIXED DLO 22 �+ MAX.FIXED DLO —.4 MAX.VENT DLO 43 i ' • I MAX.WIDTH(IF.FRAME) ••••: " 21. EXTERIOR SECTION 1-A ' ' •• • : (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) • •:•••• •• 8 22 FIWWEPJMOR qj 22 ' rRom=Rsvmw ••• .• • ••• 2 oro8wua umFlmms ••••• • •••• ft 12 EXTERIOR INTERIOR lAdidiog No 24 21••• EXTERIOR • • `��Y LYNN M��i�i *000 6 10 SECTION C-C 42 Q' * , SILL HEAD *r N0.58706 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) ' Q .L M17/11 E N0 YM185mw 0 iO'. 8 A EGF` mfoTecNNaLoovanrve 3EC77OIVS �` '. FLOR10?."' ' LR f D NO N�IOlf18,FL 32rjc;T rw i��'�s'••.....•• �� F.IG _ c AODIIYTBMMFbv nBW41 AND WEroFb naegxlaae HOROONTALROLLF.R�NDOW IMPACT '�i,S/0NAL'%0 FK 1/ I L $/ NOKOb98.R 347/4 Vfclb�Beton FBt790 Haff 6 . 11 411•/1G A L ME E aEo F MV1 DWGV REVI DESCRIPTION MAT'L PGM MMIDWGNIREVI DISCRIPTION I MAIL I PCII! 1 4102 A FLANGEFRAMEHEAD 6063-T6AL 612237' 66 CLASS,13/161 IAMIIGI/8'A 3/8"AIRSPA 5/164 IAMI 1/8°A .090PVB 1/81A 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 ° 13/16°I.AMI KN/8"A 318"AIR SPACE,5/16°)AMI 1/8"A .090 PVA I/8°HS 3 I18X3/4PH.PANHEAD 7g34AA 68 ° 13/16°LAMI10.1/8"A 1N. 318"AIR SFACF,5116°LAMI 1/8"HS.090 PV5,I/8°HS 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 ° 13/16°LAMI 10.3/16°A IN.),5/16"AIR SPACK 5/16"]AMI(IMA,.090 PVB,IWA 6 1 4136 FLANGEFRAMESUL 6063-T6 AL 64136 70 13/16°LAMI 10-3/160A IN. 5116°AIR SPACK 5/16°LAMI 1/8"A .090 Pw 1/8° 7 4137 SILLADAPTOR 6063-TEAL 64137 71 13116°IAMIIGY16°A W. 5/16°AIR SPA 5/16°LAMI 1/r HS,.090 PVB,1/8°HSS p 8 4131 IRCILLERTRACK 606346 AL 64131 72 °• 13116°LAMI IG•1/8"A MIN. U4"AIR SPA 7/16°LAMI 16"A .090 3/16"A 10 71298 WEBPHOLECOVER POLYPROP. 71298 73 ° 13/16°LAMI IGI/8"A MIN. 1/4°AIR SPA 7116°LAMI 16"A .090 3/16° 12 126 ADHESIVEOPEIVCEl1 FOAM PAD 7P71298 74 13/16°IAMI lCrUrA BJ. 1/4°AIR SPA 7/16°LAMI 16° .090P 3/16° A PLANGEFRAMEJAMB 6063-T6 AL 612225 75 ° 13/16"LAMII03/16"A 3/16"AIRSPA 7/16°LAMI 6°A .090 3/16"A 014-..-034 S FORMAINFRAMESILLJOINI 74134W/K 76 l3/16'LAMIIO.3/16"A 3/16°AIRSPA 7/1&'LAMI 3/16°A .090 3/16-HS) •••••• 77 " 13/16°IAMI IG•3/16°A 1N. 3116"AIRSPA 7/16°LAMI 16"HS.090 3/16"HS • IS 1185 0#8+X 1.000 QUAD PN.SMS 781 A 90 1014 SCREEN FRAME R.&VER 3105-HU AL •• • 4j10 G S ADAPTOR 6063-T5 AL 641100 91 1 1630 SCREEN CORNBRKEYW/RINGS POLYPROP. •••••• •17 %W B EETINGRAIL 6063HD-T6 AL 64054A 92 1631 SCRBEIVOORNERKEYW/OUTRIIVGS POLYPROP. • • 191 40661"".,4197X.230 FIN SEAL 640M 93 1073 SCREEN SPRING ST.ST. i••••i X 44105 MSHOTOP&BOTTOM RAIL 6063-T5 AL 612?AO 94 1624 3CREPN SPLOVB-.135 DIA.FOAM EM PVC ••••• I W X 270 BA FIN SEAL 61683G 9S 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC • • .2_3 ,&-1 HOUSINO&GUIDE 42112HD 96 SCREEN CIATH ••••• •249 226 WHEELS BRASS 7BRWHL2 • •••• 9 4128 RIZONTALROLLER SASH TOP GUDDE POLYPROP. 44128N • • 32 4006 D GRAIL 6063HS-T6 AL 64006 2710 ••s••• 93 WSTP,S70X270BA FIN SEAL 67S16G • • 35 1096 SWEEP4ATCH DIE-CAST 71096 �'••• 1*3691 41016 1 4 08XV3 PH.FL.SMS 7858 •37•..026 1 SASHSIDERAIL 6063-T5 AL 64126 202 4[n== 38 1683 WSTP X.270 RACK,FIN SEAL 616830 39 7070 BULB WEATHERSTRIP.187 X 275 67070K 4- 40 LIPT RAIL COVER CAP 74078"C°L OR R 41 4139 ILF.FRAMEHEAD 6063-TEAL 64139 42 4140 LF.FRAMESllL 6063-TEAL 64140 41 I.F.FRAME HEAD 43 4141 I.F.FRAME JAMB 6063.76 AL 64141 04138,6083.78 50 OLAZINO SP DOW 899,995 OR ALENT 51 1724 VRM CLAZING BEA D BULB CK 6TIP247WK 7 PROM=RaWsm 52 1225 VINYLGIAZINOBEADBULB 6TP9A8K 2784 avoumpltmtgwkhlhoplod" swminscoft 53 4039 B aAZINOBEAD-5/16" 6063-TEAL 64039B a No 54 4044 B G AZINGBEAD-5/16"W/GRILLKIT 6063-T5AL 6447M 082 3.162 �O 55 4222 A G AZINOBEAD-7/16" 6063-T5 AL 64222 56 985 C GLAZBIGBEAD-7/16°W/GRII.LKTI' 6063-TSAL 6985 1 '062 59 4067 OIAZWOBEAD-13/16" 6063-T5 AL 64067 60 aASS,5116'LAMI QIV A_090 PVk 1/8'A O I.F.FRAME JAMB 61 5/16'LAMI 1/8" .090 PVEk 1/8"HS 04141,6003.78 `NONV LYNN 62 " 5116°LAMI 1/8"H5,090 PVB,L8"HS LVSF 63 " 7/16' LAMI 3/16"A,090 M 3116'A ' 64 " 7/16°LAMI 3/16"A..090 PVA 3/16°HS 2.710 : 65 7/16"LAMI 3116"HS,.090 PVB,3/16°HS 42 I.F.FRAME - 04140,6083.78 %'U'. a '2. :•�^ AA 1QNiH1 E N0CMNWTt888FW a`0p0°• %�0�; SrA OF 2�v: mwivtwotscNNowararwe PARTS LIST FtomoP• ' �.` .AR. 8"�9f D ADDED 7001/tB87YPE8 NOKOMIB.RS4778 mM 'i�s''••••••••••' �G�` FJL 4/i6DT CAW ffM4149849 roegottme HORIZONTAL ROLLrERYW/NDOW IMPACT '�.,`,r�/ONAI.��•• FK 1/�/OB J A NONt# 34Z7a V6lb{y Beaer l�to NTS 6 e 1 t 4127-90 E a�>" a e .062 � 1.187 r+– .040 .738 Wo .443-y 1. O SASH STOP COVER 1 73 3. 4 #4063;808;1-TS 1.'(71 F-W�l L 2.710—� U FLANGE FRAME HEADO #4136,6063-TO FLANGE FRAME SILL FRAME SILL ADAPTER 94102A,80�}T8 94138,8083-T8 \:.J #4137,8083.78 I T 1.383 .1_ .062 oat 1 }v, os1 13 FLANGEFRAME MB --F--:061 2A.W63- AW � 2OI � "46SASH STOP 94026,6OWT6 O HORIZ ROLLER 1,SW348 RACK 17 FIXED MEETING RAIL #413• •° TO .082 2J 79 •• 1.M 1.080–j+ .7 ••'•' ;• Z1 SASH.rdli$'BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING BE 6/16" rxoDucrRavlsaD ••••• • ••1t}19Bl6983 TS 94098D.6983}18 T8 #4128 8083 76 °B 0p10�y"� 0 • • 940398,8083 T6 B�dwgCaAo • • • s • 050 Oeoo *see Mau •••••• • •• 059 •••878 x .878 —► .• i•i •°1.096 T 1 � 1 1.118—r �-i� r-1.097 ` t►Ilt�i •••••• •• GLAZING BB0.D,6/1 W GLAZING BEAD 7/16" GLAZING BEAD 7/16" GLAZING BEAD,13/16" �•�A '09 LYNN °••1•/ 940448,8083•TS O 94222A,8083.76 9885C,GWWT6 114087,60WT6 ��' SF `P��• (USED w/GPJLL KIT) % *: Na 68705 JLA mnrn1 a I�tt2rnAfQeTwsmeer :0,�'. o4wal BAN �onrec aooraRnre � EXT F'••..... ... J.& 6�H O NOCMtNETMBSRW riacoare.Flsans + — . S Fx 4low C NOCNANQ67M88MMr naega,67B HORIZONT ROLLER NDOW IA9PACT ''''w�» RIG Noxaere,maaz�a Ms»o Half 7 e 11 4127-10 E resSam__ ANCHOR QUANTITIES,XOX IX112-1/4 WINDOWS TABLE NOTES: GLASS TYPES A,B,C.G,H,I GLASS TYPES O.E,FAK.L 1.ANCHOR TYPES: ANCHORTVPE2 $3.WOOD 1 2.CONC 1,CONG 2,3,WOOD $CONG 1,COPD 1-114°ELCO TAPOONS 2-IW ELOO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(GM &SUBSTRATE ZDNES ZONES H is a is 2.GLASS TYPE& FOR INSTALLATION IN THE HVHz ABOVE WINDOW SIZE HEAD&SILL HEAD&SLLL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.6116'LAMI-(118°A,.080,116°A) FT,GLASS TYPES G-L SHALL HAVE A 30 + B.6M8'LAN-(IV A„080,U8'HS) C.SMS'LAMI-(118°HS..0I0,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 83126x38.378 1+C2+1+C2+12 1+I2+1+(2+1 2 1+C2t1+C2+1 2 1+C1+1+(2+1 2 9+(2+1+g2+1 2 1+C2+1+(2+1 2 D.7118'LAMI-(3118'A JM,3h18'A) ANCHOR QUANTITY REMAIN UNCHANGED. 411,000 1+(2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 9tC2t1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7118"LAMI-(311('A,=.3M8'HS) 80.828 9+C2+1+C2+1 3 1+C2+1+02+1 3 1+(2+1+(2+1 3 1+0+1+(2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 F.7118'LAMI-(311("HS„080,3118'HS) G.13118'LAMI IG-U8'OR 3118'A(MIN.).8118'OR 318'SPACE=,SMB'LAMI-(118'A,.080,IV A) 84.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9+C2+1+C2+1 3 1+C2+i+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13118'LAMI IG-IV OR 3/16'A(MIN.),BM6'OR 3V SPACE,6116'LAMI-(I V A,.080,11W HS) •••• 113118'LAMI IG-IV OR 3116'A(MIN.).6118'OR 318”SPACE,6110'LANG-(118'HSM,Iff HS) • 8(L000 1+C2+1+02+1 9 1+02+1+02+i 3 1+t2+1+02+1 9 1+(x+1+( +1 3 1+02+1+( +1 9 1+0 +1+( +1 3 (MIN,) " ACE,7118'LAMI-(311('A,090.3110'A) 0000•• 0000 J.13118'LAMIIG-118°OR3/18'A 3M8°OR1/4 SP • 63.000 1+42+*C2+ 3 1+C2+1+C2+1 3 1+(2+01+C2+1 3 1+C2+1+C2+1 9 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13/18'LAMI Ki-118'OR 3118'A(MIN.),3116'OR 114'SPACE,711W LAW-(3MB'A,09o,3M8'HS) • L 13118°LAMI IG-1fi°OR 3118'A(MIN.),3118'OR 114'SPACE,7118'LAMI-(3118'HS I0,3118'HS) • x3a,378 1+ .9+02+1 2 1+02+1+(2+1 2 1+02+1+02+1 2 tt(2+1+(2+1 2 1+02+1rC2x1 2 1K�+2+02+1 2. •••••• • ••48.000 1+ i 1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+(2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • • • 80.826 1+ 1+ 3 1 1+(2+1+C2+1 S 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+2*C2t1 3 DIMENSIONS- FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 0000•• • • •• •�� 1+C + 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 9+CZ+1+C2r1 3 1+(2+2+(2+1 3 HEAD&BILL-10117'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. •••e• •• 000 1 1 3 1+C2+1+(2+1 3 1+2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3*1 3 263W MAX.FROM CORNERS. • • JAMBS: 8°MAX.FROM CORNERS AND 2211Y MAX.O.C. ••••• • •U000 I+lVlWj 3 1 1+(2+1+01+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+CS+1 3 TABLE KEY, •••••• 't*=x 38.378 I+C20~j 2 1 1+C2+1+C.1+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 2 9+C2+2+C2+1 2 X O • ��.--ANCHOR QUANTITY PER JAMB e 0 4&00D 1+ QZ4 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 • •••••• • W.M 1+02+2+C2+ 3 1+C2+1+C2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 1+(2+2+(2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 0000•• • • 8400 1+C2*2+C2+ 3 1+C2t1+02+1 9 1+C2+2+C2+1 3 1+G2+2+C2+1 3 1+C2r2+(2+1 3 1+C3+2+C3+l 3 A CLUSTER OF(3)ANCHORS CENTERED •••••• AT EACH MEETING RAIL PLbS(1) • • ••• 40.000 1+OQ+2+Wol 3 1+(2+1+C2+1 3 1 1+(2+2+(2+1 3 1+T2+2+(2+1 3 1+C2+2+(2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT i ••d..OW 1+C2+2+(2+1 3 1+C2+1+C2+1 3 9+CS+2+C3+1 3 1+CS+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3*1 3 PLUS(4)ANCHORS AT FDCED SECTION. 84.OWx 38.378 1+C2+2+C2+1 2 1+<2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+2+02+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 4&0W 1+C2+2+C2+1 3 9+C2+2+C2+1 3 1+C2+2+C2+1 S 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C3+3+C S+1 3 (3'MIN.O.C.ANCHOR SPACING) 80.00 1+C2+2+C2+1 t3l+CZ+2+C2+1 +C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 9+(2+2+(2+1 3 1+C3+3+CS+1 3 64.000 1+(2+2+(2+1 +(2+2+C2+1 3 1+C2+2+C2+1 3 I+2+2+C2+1 3 1+(2+2+C2+1 3 1+C4+3+C4+1 3 26 3/4'nvuL - I-3'MIN. 80.000 1+C2+2+(2+1 +(2+2x(2+1 3 1+C3+2tC3+.1 S 1+03+2+03+1 3 1+02+2+(2+1 3 1+C4+3+04+9 3 83A00 1+C2+2+C1+9 3 1+C3+2+C3+1 S 1+CS+2+03+1 3 1+(2+2+C2+1 311+04+3+04+1 3 WREF. X 0 X 106.376x38.378 1+(2+2+C2+1 2.1+C2+2+C2+1 2 1 1+C2+3+C2+1 2 1+C2+3+C2+9 2 1+(2+3+(2+1 2 1+(2+4+(2+9 2 II PR0DUC. 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3*C3+1 3 1+C6+3+C3+1 3 1+C2+3+(2+1 3 1+C3+4+CS+1 3 MTM RAIL,TYP. asoortlyhgwfth rol'taide 8Q628 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+CS+3+C3+1 3 1+C3+3+C3+1 3 1+q+3+C3+1 3 1+0+4+ 1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS IA,�. 84.000 1+C2t3+CS+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+CS+1 3 1+C4+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) 7+ SMWD 1+C3+3+03+1 3 1+(2+2+(2+1 3 1+CA+3+C4+1 3 1+C4+3+04+1 4 1+CS+3+C3+1 3 1+C4+4+C4+1 S uat � ahem o 63.000 1+CS+3+C3+1 3 1+C2+2+(2+1 3 1+C4�+3+04a1 3 1+C4+3+04+1 4 1+C4+3+04+1 9 1+08+4+C8+1 3 3CMAX 111.000x 38.376 1+C2+3+C2+1 2 1+C2+2►C2+1 2 1+01+3+(2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+(2+4+C2+1 2 ire TYP' I.._.g°A4Dl 1111 I!t! 48.000 1+C2+3+(2+1 3 1+(2+2tC2+9 3 1+C2+3+CS+1 3 1+C3+3+C3+1 3 1+C2*3+C2+1 3 1+08+4+02+1 3 8'REF. 80.828 1+C2+3+(2+1 3 1+C2+2+C1+1 3 1+C3+3+C3+1 3 1+C3+3+C3+9 3 1+C2+3+C3+1 3 1 1+C3+4+CS+1 3 X O 64.000 1+C3+3+C2+1 3 1+C2+2+(2+1 3 1+C3+3+C3+1 3 1+C2+3+C3r1 3 1+C1+3+C+i 3 1+C4+4+C4+1 3 *' No,88705 80000 1+03+3x03+1 3 1+C2+2+02+1 3 1+04+ 1+G4+4+ 3+C4+1 3 I-WA+3+C4+1 4 9+Cf+3+C3+1 3 CA+1 3 MTG.RAIL,TYP. - 63.000 1+(2+3+0gr1 3 1+C2+2+(2+1 3 1+C4+3+04+1 311+C4+3+04+1 4 1+04+3+C4+1 3 1 1+CS+4+C8+1 141 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORSmadsp .0 i0i17nl E AN)0 ANGE'TwSHEBT °N0 '�O,p'•. Floes P�'\�(t/ ,o„� „ 1pjcff ANCHORAQESPACINQ XOX 1/41/2-1/4O lOCAPTDBE71 +30-TAOM NOKOMMw.a477a "'P '�s`r(OIYAL��```• ALUM.HORIZONTAL ROLLER WINDOW IMPACT '!, 1• F.K. 4/!8/07 C UPDATETAJSE48ELECTVAL1�8Ot�T0AMCIKRCAFA0IL P *0&1829 0 tr — � fit tI�I1 FF c tam J.L =*0&1 T�twb(yBeaer HRM NTS 8 a 11 4127-10 E a�YPNNemt�e rx ANCHOR QUANTITIES XOX 1/3-1Y3-113 WINDOWS TABLES NOTES: GLASS TYPES A,B.G,H GLASS TYPE$C,D,EJ=,IAK,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2.3.WOOD 2,CONG 1.CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES • 1-1/4"ELOO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G8) WINDOW SIS HEAD 8 SILL HEADS SILL HEAD&SILL HEAD&581if HEAD&SILL HEAD&SILL 2.GLASS TYPES: A A. LAMI-(U8',0,090.V8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v B.5118°LAMI-(1A"A,.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 35.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1rC2+1 2 I+C2+1+C2+1 2 C.5118'LAMI-(118"HS,0K'l/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1•C2+1 3 1+C2+1+C2+1 3 D•7118`LAAAI-(3MS'A,•=,311fr K ANCHOR QUANTITY REMAIN UNCHANGED. 80.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C8+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 E.7/18'LAMI-(311("A,=,3118'HS) F.7118"LAW-(3118'HS..060.3118'HS) 84.000 1+C2+1+02+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/18'LAMI IG-1/B'OR 3flr A(MIN. 5f18°OR 3!8'SPACE,6118"LAMI-(118"A„090,'IV A) 80.W0 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C.E+1 3 1+C2+1•+C 2+1 3 1+C2+1+C2+1 3 H.13118"LA 41 IG-118'OR 3flW A(MIN.).8118"OR 3S'SPACE,61.18`LAMI-(1A'A„CXO,U8'HS) 63.0D0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+42+1 3 1+Ca+1+C2+1 3 1+prI+C3+1 3 1. 13MV LAMI IG-1/8"OR 3/18"A(MIN.),6118"OR 3/8"SPACE,5118"LAW-(V8'HS,.090,IV HS) 83.128 x 35.378 1+C2+1+C2rt2 t+C2+1+CZN 2 1+02+1+(�+1 2 1+C2+1+02+1 2 1+(�+1+( +1 2 1t(�+1rC2+1 2 J.13/18"LAMI IG-1/8.OR 3/18"A(MIN.).3118"OR 1/4'SPACE,7118'LAMI-(3fir A,.am,3/18'A) K.13118°LAMI IG-U8'OR 3flWA(MIN.),3118"OR 1/4'SPACE,7/18"LAMI-(3H('A,d W.3118'HS) 45.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+Cd+1 3 1+C2+1+C2+1 3 L. 13118'LAMI IG•1f8°OR 3118'A(Mlk. 3118"OR 1/4•SPACE,7118'LAMI-(311('FS,.=,3118'HS) W.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 I 1+C 2+1+C2+1 3 3.000 WINDOW ANCHOR QUANTITIES ARE PER ADJACENTd 64. 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE AND BASED THE FOLLOWING 001+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SUES NOT BROWN, TO NEXT LARGER O WINDOW IN TABLE 80. 0 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+C3+1+C3+1 9 63.000 1+C2+1+C2+1 3 l+2+1+(2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C 3+1 3 HEAD&SILL:10 VY MAX.ON EACH SIDE OF MEETING RAO-CENTERLINE 60.000x 38 378 1+C2+1+02+1 2 1tt2+1r(2t1 2 1+C2+1+C2+1 2 1+CT+1+C 2+1 2 1+C2+1+CZ+1 2 1+(2+1+C2+1 2 25 3(4'MMX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. 46.000 1+12+1+02+1 3 1rC2+1+t2+1 3 1+C2+1t02+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.828 i+C2+1+C2+1 S 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+1'3 1+C2+1+C1+1 3 x Q 64.000 1+C2+1•+f2+1 3 1+C2+1+C2+1 3 1+(2+1+(S+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 1+C3+1+(S+/ 3 1+03+1+C3+1 3 ANCHOR QUANTITY PER JAMS 80.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.0 1+(2+1tC2t1 31+t2+1+C2t1 31K2+1+C2+1 31tC3+1tt2+1 3 1+C2+1+(2+1 31+pr1+C3t1 31 HEAD AND SIU.ANCHOR QUANTITIES 68.000 x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 A CLUSTER MEETING(3) RAIL PLU CENTERED ON EACHTACHRAIL PLUS(1) 48.000 1+t2+1+02+1 S i+C2+tat2+1 3 1+02+1+02+1 3 1+C2+1+02+•1 3 1+C`2+1+C2+1 S 1+C2r1+0Z+•1 3 ANCHOR AT EA(2.1 OPERABLE VENT 50.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FOCED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2r1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL • IMP 1+(2+1+C2N 3 1+(�+1+C2+1 3 1+(2+1+C,2+1 3 1+C3+1+C3+1 3 1+•CZ+t+CZ+l 3 1+C3+1+C3+1 3 (3°MIN O.C.ANCHOR SPACING) • • i•i 831000 1+CZ+q 3 1+02+1+C2+1 3 1+C3+1+C3r1 3 1+C3+1rC3+1 3 1+02+1+(2+9 3 1+C3+1+tS+1 3 •••• 74.000x 38.45 1+C2 1 1 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1'-i 1+C2+1+C2rt 2 283/4"MAX. •• 0090 • • •0 1+C2+1+C2+1 3 I+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 S 1+p+1+C3+1 3 _.((..._3.MIN. • 50.626 1+C2il+Ci2+1 7sN{2+1+C2+1 3 1+02+1K2+1 3 1+C8+1+C2+1 3 1+C2+1+(2+1 3 1+C3+I+C3+1 3 •• C2•SCOW 1+ 1 1+C2+1+C2+1 3 1+22t1+C2+1 3 1+C2+1+G2ri 3 1+C2+1+C2+1 3 1 1+03+1+03+1 3 IrREF. li *0000* ••6D.000 1+C2•+10W+ 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 N C2+1+C2+1 3 1+CS+1+C3+1 3 69:04 • i:1+t810 1+C2il*W► i 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PRODUCI'k8 ISM • RAIL TYP. ••••• 84.Oa0jc36.�5 1+02+1 1 2 1+C2+1r(2+1 2 1+02+1+C2r1 2 1+02+1+02+1 3 1+(2+1+(2+1 a MTG a+ Tft`robte 7atda t+C2+1+t2+1 2 Bu06W6Co6o • • •• qa.m 1+ap+cg+t s 1+(2+1+C2+1 3 14C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C 2+1 3 1+C3+1+C3+1 3 AMPLE CLUSTER W/QTY.OF(3)ANCHORS AwavmmsAlo � •••••• A15 1+C2+1+ 1 3 1+C2•+1+C2+1 3 14C2+1+C2+1 3 1•+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) Yom' • • •84.000 1 1+(2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 *400: e•s• : •W21p0 1+C2.1.8CC• >t 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3W MAX. • •••04A O 1+C3*1+C36 3 1+C2+1•K2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+C4+1 4 112'TYP. 1+3"MIM Illrrr ••••••• 88.4 7jc 378 1+ 1 1+C2+1+C2+1 2 1+C2r1r( +1 2 1+(2+1+C1+1 3 1+C2+1tC2r1 2 1x02+1+(2+1 2 LYN1J • 48,000 1+C2+1+C2+1 3 1+C2+1•+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C 2+1+C2+1 3 1+C3+1+C3+1 3 Ir k' O X 1�� Crhs ',� **W.= 1+C2t1+C2+1 3 1+C2+1+t2+1 3 1K2+1+C2+1 3 1+C2+1+t2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 y 1a F 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+q+1+C3+1 3 1+C3+1+C3+1 3 1+C2+l+C2+1 3 1 1+C3+1+C3+1 3 Z No.58705 ' 80.000 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 1+C3+trp+1 4 1+C3+1+C3+1 3 1+Cgr1+C4r1 4 MTG.�1^�• — = 63.000 ll+CS+I+CS+I 3 1+C2+1+C2+1 3 1+C3+1+C3t1 3 1+02+1+C3+1 4 1+C3+1+p+1s 1+04+1+04+1 4 EXAMPLE CLUSTER Wl QTY.OF(4)ANCHORS =--o: 2 JJ E NOOK!-AWTWWMT °'°�"` -0, *ST, 2(T�: dR. semi D /l9CAPTDSET ® +3MFrAf0T� ' ° ANCHORAGESPACINO XOX 1/3-1/3-?!9 :O oR►oP.:'��'.` FJL r W C LWVATETAKEAS ECTVAWWDUETOAAWMCAP.AML N P.O. fx{�pI n ALUM.HORIZONTAL ROLLER�+NQOW IMPACT ''siS,,r IVA��G��• AK 2200; J.L 3 fams NTS + 9 s !1 4127-10aLYF.p Ku PE E C ANCHOR QUANTITIES XO&OX WINDOWS TABLES NOTES: GLASS TYPES A B,G,H GLASS TYPES C,D.E,F,LJ,K,L 1 ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONIC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4-ELCO TAPCONS 2-1/4-ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G6) &SUBSTRATE ZONES ZONES ZONESn ZONES ZONES ZONES 2 GLASS TYPES: D WINDOW SIZE m °� 1:1 �_ a 6118'LAMI-(1/8°A.080,1I8 A} FOR INSTALLATION IN THE HVHZ ABOVE }i N N N N a1 S.6118'LAMI-(Ifir N.080,UB-HS) FT.GLASS TYPES G-L SHALL HAVE A 30 W V ars x -� � -� 06 -� �3 -� C.6/18'LAW-(11°15..000.'U8°HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 37.000 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D 7/18•LAMI-(3118-A,090,3M8'A) ANCHOR QUANTITI'REMAIN UNCHANGED. E.7M8-LAMI-(3/78'A,.090,3M(°H8) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 7+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18-LAM[-(3118'HS,M,3M8-HS) 60.826 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 0.1311W LAMI IG-11W OR 3/18°A(MIN.),6118°OR 318°SPACE,6M6°LAMI-(1/8-A,.080,1/8-A) H.13/18°LAMI IG-1/8'OR 3118°A(MIN.16118°OR 318°SPACE,6118•LA 41-(1B-A,080,1A3-HS) •••• 64.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 13M8"LAMI IG-116°OR 3N18-A(MIN.16tlW OR 3V SPACE,6118'LAMI-(1/8'HS,080,12°HS) •••••• • sees•611000 4+C5 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/18'LAMI IG-1/8'OR 3118°A(MIN.13M8°OR 114"SPACE,7/lW LAM[-(3M8°A,.080,3MW A) X MI 13/16-LAIG-1/8'OR 3118°A(NMN.).3118'OR IW SPACE,7118"LAMI-(3MW A,=,3118-HS) • 63.000 1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13MW LAMI IG-1A r OR 311(°A WM.),3M8.OR 114'SPACE,MW LAMI-(3MIP HSM,3M6-HS) •i•••• .48M&F38.376 + 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 48.000 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • • • DIMENSIONS.FOR WINDOW SIZE8 NOT 8HOWN,GO TO NEXT LARGER WINDOW IN TABLE. ••••i • •i O'82b 1+ 1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 • • •54.000 1+C2+ 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL:1012-MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4°MAX FROM CORNERS. ••• •• •• •80.000 +C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: V MAX FROM CORNERS AND 2211Y MAX O.C. ••••• *0 0'••63.000 + 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X •••••• ,126 x 38.376 + 1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 • • • • 48000 + 1 3 1+C2+9 3 1+C3+1 3 1+C2+1 3 1+C.1+1 3 1+C3+1 3 2+C3+2 3 ANdiOR QUANTITY PER JAMB •••'•• • •60 826 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 7+C2+1 3 1+C3t1 3 HEAD AND SILL ANCHOR QUANTITIES •••••• A CLUSTER OF(3)ANCHORS i••••i �•0 A 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ONTHE MEETING RAIL• 0• •80•� 1+CS+M 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE • •• 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 48.000 1+C2+1 3 i+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) 50.825 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 x-18 3- -1 I. 64.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 7+C3+1 4 1+(2+9 3 2+C3+2 3 - I I " �3°1AN• 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 Ir 63.000 1+C3+1 4 1+C3+1. 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 � X Q 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 1 MTG.RAIL aR amplymRwM 00 48.000 2+C2+2 4 9+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 ��W1'�� 50.626 2+03+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER WI QTY.OF(3)ANCHORS ACCOPWMNO 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 1p� 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 8 3 W MAX. 74.000 x 38.376 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 112-TYP. I+•3'MIN. t l l l r r 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+02+2 3 2+C3+2 4 Ir REF. 50.625 2+C3+2 4 2+C2+2 3 2+C3+2142+C3+2 03+2 4 2+C2+2 3 2+C3+2 4 yX +�`� ��ucsNaF' I 64.000 2+03+2 4 2+C3+2 3 2+C4+2C3+2 4 2+C3+2 3 2+C4+2 4 =* No.58706 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 5 2+C3+2 3 2+C4+2 4G'RAIL - 63.000 2+C3+2 4 1+C3+1 3 2+C4+2C4+2 5 2+03+2 4 2+C4+21 6 1 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =-o �` -►"" '`r .0 *M/tt E NOCNANl�noavEEr DPOf°`� Q •. STA F ANCHORAQESPACING 0XANOX0 MNOOWS S FLOR10p. .M imi 0 AUl2FD0CAP TOBETfi +MTNOM N0XQM.ra.3= +� '.FS' FJc 4He/o7 c a%r.I��aro&asEtEcrval�s> roaroxcaw ro.e�uc,s� HORIZONTALROLLERNDOW fA9PACT ,;�NAL�ti��` FA J.J. �° �srrrn � )onto Nf3 10 a 11 4127-10 E aL " P MIN.3.4 KSI 1 3/4"MIN.E.D.TYP. NOTES: 2z WOOD BUCK, .�� NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4'ELCO CONCRETE . 1 31W TAPCONS EMSEDED 13V MIN.OR 114•SS4 CRETE-FLEX EMBEDED 13/4"MIN..MINIMUM DISTANCE FROM ` ti:'•:: NOTE 1 milt ANCHORTO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. 1x WOOD ' "•"� —�- 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE 012 STEEL SCREWS(G6)OR V4"S54 CRETE FLEX WITH NOTE 3 BUCK, _ 1 012 TRIMFR HEAD. &WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1!4" 114" THAN 1 iw" 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. � MAX WOOD SUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE wow ANCHOR, ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 0:83-T8 ANDA MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8°THICK,THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS 012 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE C RITERIAARE MET,THE 114" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX. &MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 31r 1W MAX.SHIM—+-I 4+- 119*MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) p• OR �. PER NOTE 1 • (3A KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOK NOTE 2 NOTE 1 •aEAD 1 aw EXTERIOR INTERIOR MIN-E-D {H &SILL DETAILS A.B,C.D. &H) .. .: TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 -TSEE NAILING DETAIL E DETAIL F INTERIOR • •• (JAMB DETAILS E,F&1) • • :•: •• TYPIGAL FLANGE FRAME JAMB SECTIONS EXTERIOR •••••• • • • `J • • •.WdE'TE • • •••.•• • AND! • W DETAIL H (HEAD) •• NOTE 1 • ••• NOTE 2 •••••• NAILING •• •• 131 DIA.MIN.x21/2"NAIL ••••• i •••• i• i•• AT CORNERS ANDWO.C. Inamso ••i• •• • •• 114" 114" TYPICAL.DEG,H&I. • • • TAILS • • • • • MAX MAX, $` • • • •• • SHIM Stit� • • • • SEE �• ----T� NAILING •:•••• : ••• •Of y• :t .'NOTE1 •' I MIN •i•••• •••• �.-�c�• • 43/4"MIN. ` till Ill &AIV 3 4 'I / •EJ3.TYP. "`• •�r .: SEE NAILING `��O�y L Cl NOWTEJJ 2x WOOD `.�� •'.10ENSF' DETAIL C BUCK, DETAIL D NOTES DETAIL G(SILL) DETAIL I-(JAMB) `* Nc.58705 TYPICAL FLANGE FRAME SILL SECTIONS - '�-^�—..�w` TYPICAL INTEGRAL FIN FRAME SECTIONS = v: G�� aroma ��: t 171, :t4 J1 tm17ti1 m'ET ora nusarr•er 0�1111MANCHORAQEDETAILS ' '�v JJZ 1 D 1NoVHAN=vw&w FJc .41f8A17 c P.aegxpx�e ALUM.HORIZONTAL ROLLER WINDOW IMPACT �E �`�� V�wDAWmbe xCxOM18,FL9A274 I'"&A.. 4�oaK ease ore oars km ALYI.6d P.E FJC 2 ✓•L 32B fetito Hai ff r 1f 4f27-10 E' P "URE'T '-NAN11 S 100 S. FLOEIDA 3313,S-2382 i,305*� 7 Q5-22o7 Fax 75t)-,-�979 DAVID A. DACQUISTO, AICD -']..A%,N % "I 1 ' ". 7-',': - DEVELOPMENT ORDER File Number: PZ-03-15-2015184 Property Address: 464 NE 92nd Street Property Owner/Applicant: Andrea Tovar Address: 464 NE 92nd Street, Miami Shores, FL 33138 Agent: Rolle Joseph Address: 18732NW23 d Court, Miami Gardens, FL 33056 Whereas, the applicant Andrea Tovar(Owner.), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV. V and VI of Appendix A Zoning. Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. First story addition. Garage Conversion Whereas, a public hearing was held on April 16, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage to a laundry and storage, to construct a 24 sq. ft. bathroom addition at the front of the residence and a 288 sq. ft. master bedroom suite at the rear of the residence. Pau 1 of 3 R t 2) A corrected site plan to be provided to the planning director and corrected site plan to be provided to building official with building permit application. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. 5) Applicant to comply with all requirements of FEMA,the NFIP and the Florida Building Code for construction in the AE9 special flood hazard area as applicable. 6) The proposal may be subject to the requirements of FEMA, the NFIP and the Florida Building Code for substantial improvement in a Special Flood Hazard Area. 7) Landscaping shall be compliant with Division 17 of Appendix A, Village of Miami Shores Code of Ordinances. The applicant shall not vary the approved landscape plan without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17. 8) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 9) The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary. 10)All drainage improvements must be installed before final inspection by the Building Official. 11)The applicant shall maintain the onsite drainage system and shall repair as necessary. 12)The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary. 13}Applicant to complete a covenant in the form of a"Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning Page 2 of 3 1 director with a copy of the recorded document prior to the final inspection by the Building Official. 14)Applicant to meet all applicable code provisions at the time of permitting. 15)This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (I) year. The application with conditions was passed and adopted this 16`h day of April, 2014 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Absent Mr. Zelkowitz Absent Chairman Fernandez Yes Date Richard M. Fernandez / Chairman, Planning Bo Page 3 of) ♦SNxc'"�r? Bull BUNN Miami Shores Village Building Department R 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 AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by F+rAA\" to perform special inspector services under the Flo'd Bui ding Code at the `,M- kb5WtJ&, 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: ❑ 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) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(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&ATTACHMENTS,FBC 1927.12(84405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 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. I, (we)understand that a Special Inspector inspection log 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/Architec Name_ u In�"a%f, � tum Address,._ �� t `7 Z S`c. 0J- ►\1 pr % , ;FL, DATE: �5� Phone No. 7� Created on 6/10/2009 U11,111 S7110rej Vi lktcl e 100 D A�l p, ':365'1 71)--) 2207 Fox '756 -J)72' DAVID A. DACQUISTO, AJCP DEVELOPMENT ORDER File Number: PZ-03-15-2015184 Property Address: 464 NE 92nd Street Property Owner/Applicant: Andrea Tovar Address: 464 NE 92nd Street, Miami Shores, FL 33138 Agent: Rolle Joseph Address: 187312 NW 23`d Court. Miami Gardens, FL 33056 Whereas, the applicant Andrea Tovar(Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV,V and VI of Appendix A Zoning. Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. First story addition. Garage Conversion Whereas, a public hearing was held on April 16, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 1 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert a garage to a laundry and storage, to construct a 24 sq. ft. bathroom addition at the front of the residence and a 288 sq, ft. master bedroom suite at the rear of the residence. Nee I of 3 a t � r 2) A corrected site plan to be provided to the planning director and corrected site plan to be provided to building official with building permit application. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division(DRER, EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. 5) Applicant to comply with all requirements of FEMA,the NFIP and the Florida Building Code for construction in the AE9 special flood hazard area as applicable. 6) The proposal may be subject to the requirements of FEMA, the NFIP and the Florida Building Code for substantial improvement in a Special Flood Hazard Area. 7) Landscaping shall be compliant with Division 17 of Appendix A. Village of Miami Shores Code of Ordinances. The applicant shall not vary the approved landscape plan without planning board approval except the planning director may approve modifications administratively where modification to the landscape plan is necessary to comply with Division 17. 8) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. 9) The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary. 10)All drainage improvements must be installed before final inspection by the Building Official. 11)The applicant shall maintain the onsite drainage system and shall repair as necessary. 12)The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary. 13)Applicant to complete a covenant in the form of a"Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami-Dade County Recorder and provide the planning Page 2 of 3 director with a copy of the recorded document prior to the final inspection by the Building Official. 14)Applicant to meet all applicable code provisions at the time of permitting. 15)This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1) year. The application with conditions was passed and adopted this 16`h day of April, 2014 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Absent Mr. Zelkowitz Absent Chairman Fernandez Yes F- Date f Richard M. Fernandez ,Chairman, Planning Bo Page 3 of; 1355 NW 97 AV SUITE 200 SURVEY No. 15-0000150-1 MIAMI,FLORIDA 33172 "' TELEPHONE.(305)264-2660 'Q tya §'itr u r v iarsj n r. FAX:(305)264-0229 DRAWN BY. LAND SURVEYORS SHEET No. 2 OF—2 • 161 �T BOUNDARY SURVEY SCALE =1"=20' rAff i't"M M SIDE uur._ /9'40 B mss{/ /�.�r � i `' H' f�E:.,��,�;;�.. „�°f �s 6 ai�;�� sc�•'C^r .�,,, U M M 9.15 9.19 22'PWY 9.10 •• �'i . 75.00' S,EpNC::SWK .; .. 158.40`...,•. •• • •• •F.I.P3/4• 89°38'43"' 90 21'18"' F.I.P 3/4" RLP 3W C' •••••• • •• ONG CA? I 9.05 NO CAP NO CAP • • • •• •••• 9.20 0 ••••• • ••• •••••• M vY 9.00 } • • • • 9.00 U •�•••• •• •• •• PL •• • �•�••� I 10.15' •••••• • • • • PL o 17.85' 0.151CL • • ••• • • •• b 32.80' i •••• 9.22 9.70' cc +� 4.85' I ONE STORY 0.15'CL RES.#464 N LOT-591LOT-4 BLOCK-4 F F E=11.50' L.F.E=11.00' BLOCK-;49 INDER -5 11.00 t45' 17.10' 10.34' x LO dr�t' .P.)-49 9. 15.10' 9.10 p BLO W oO n '17 > `m a EPTIC Q 'C9 GAR=9.22TA K 9.25 0.30'CL 9. 12.45' vi ;Z 10.90 9.537 Cn to W N y �' + Z � 9.08 I 9.20 !� 1'.13 O F ( ..T. . . . I 17 c I 23.00' �} v CD (} 8.50 POOL sv :c 3 • W N X S 8.801 0.50-CL N 8.68 P' 9.30 0.101CL d U--O I © x V D 8.90 5 w I. .314. C �p .x e Mw d 15'ALLEY(N-APS, £ s Aw f+ LOT-21 LOT-22 LOT-20 BLOCK-49 BLOCK-49 BLOCK-49 SURVEYOR'S NOTE: A)Overhead Utility Line Enc Is operty on the Southwest side of Property. B) Water Meter Encroachin r the South side of Property. SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. 1355 MN STTHAVE,SUITE 200 Nova Surveyors, Inc. �FL 33172 SURVEY NO 15-0000150-1 •TELEPHONE:(305)284-2880 PAX:(305)2840228 DRAWN BY: LAND SURVEYORS SHEETS 1 OF 2 SURVEY OF lot 4&east 1/2 lot 5,BLOCK 49,OF MIAMI SHORES SEC.2,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 37,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. PROPERTY ADDRESS: 464 NE 92 ST,MIAMI SHORES,FL 33138 FOR: ANDREA TOVAR&.JONATHAN TOVAR' LOCATION SKETCH Scale 1"= NT.S. 9 3 R O 'T: 50 � /! !0 9 d 'l G SIF 9 , �' !r � h�� 8 � 7ir ' .5 �• 3l� z ,� 1 `o , ''�` •OY M I ,- 1S•l Ib 17 18 IH ,'U ?•/ U:67� r (� -o § .�» PROP SUBJECT 9 p N 1040 0 .Sc75A J� .� ro.�•x•i` r '"s�'�.,� L6 r a 7 u 11 Ip X1 .9 7 G� �4 Z� � r .3 T- / U .5* l t ?9 {l = 0 p. a1 1 t.S� JG�17 J.3 !9'PO 2l,iZ 23 14a • ''1 '{O . 11 � P• a '�s. 460 .SOI 49,1 rza g 1 l ABBREVIATION AND MEANING LEGEND TYPICAL A-ARC FNIP.-FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL —OH-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.&EG.-INGRESS AND EGRESS R.P.=RADIUS POINT 22= C.B.S.=WALL(CBW) AIR=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT RAN-RIGHT-OF-WAY .-0-0. I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.-LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.-MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 W.F.=WOOD FENCE B.M.=BENCH MARK M/H-MANHOLE SWK=SIDEWALK B.0.6.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT +am =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.-OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION OF THE CL=CLEAR =OFFSET W.S.=WOOD SHED PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.L.F.=CHAIN LINK FENCE OVH.H.=OVERHANG =ANGLE COUNTY,TOWNSHIP MAPS. C.M.E.=CANAL MAINTGNANCE P.B.=PLAT BOOK 2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMEIIT9b • P.C.=POINT OF CURVE A -CENTRAL ANGLE �,h • • • •• 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE •;Y� ,r� ETE ONCR • • %,C.C.:POINT OF COMPOUND CURVE 9 =CENTER LINE 1:7500 FT. • C. .=4CONCRETE POROM' • • PL.=PLANTER 4)IF SHOWN,ELEVATIONS ARE REFERRED TO C.S.-CONCRE41 eBAe• P.L.S.-PROFESSIONAL LAND =MONUMENT LINE MIAMI-DADE COUNTY. •;B.1% E•EII� *0RAINAGASENT • a SURVEYOR 6.10.E.-DRAINAGE NWNTENANCE•••••&.B..=POINT OF BEGINNING • EASEMENTS P.O.C..-POINT OF COMMENCEMENT BMM ELEV. FEET OF N.G.V.D.OF 1929. 9191IR& ORNEWS? •••••P P.=POWER POLE WV8.-ENCRO •HAW• •••••RP.S..=POOL PUMP SLAB •E.T.P.-ELECTRIC TRANSFORMER PAD P.R.C.-POINT OF REVERSE CURVE f.11.fNIFINISHEQ ft QNr RtLEVATI ••••PRM=PERMANENT REFERENCE • F.H.9 FIRE:8F�AN�•• 0009 MONUMENT * 0.0-WOUND IRON PIPE F.I.R.-PPOUND ••••• PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION • I jl %FOUND I41AI L••D ••0•••PWY=PARKWAYT I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF P.N.D.=FOUND NAI/*&DISK R.-RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY • 000 • • •• SURVEYED AND DRAWN UNDER MY SUPERVISION, L RO•AL0911ES TO AGGGY ANY SKETCH,OP SU•QVEY I"SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS • • AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASWAONFS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN -THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND I OR NOT TO SCALE. BY 01 -22. EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. - THE TERM"ENCROACHMENT"MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. (DATE OF -ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 114E ENTITIES NAMED. SURVEYOR). - HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR S NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. - AGENT SHOULD ACT E($FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITl1AT� ZONE:X COMMOAVWMANELISUFFIX:120852 0302 4 DATE OF FIRM:09/1112009 BASE FLOOD ENATION:I!l/A. REVISED ON: r , CERTIFIED Tq,0 �TOVi4R&JQNf1THAN TOVAR N KURRY&AS$OgCl/4V PL Ela PANY ARAMOUBNTW!S4[�EWTIAL ORTG E'GROUP,NCE IANC.ITS SUCCESSORS AND/OR ASSIGNS A NO. rF 9*� W E �m�.• STATE OF cloR10?.;off 9J •. e ` 4AND SURF• SURVEYOR'S SEAL S Vertex Architecture, Inc. 10251 SW 72 St.,#104 Miami,FL 33173 305.412.9499 Fax:305.595.9696 wwwmertexardiRecture.com AA26000839 ARCHITECTURE ARCHITHCTURa WITH A POINT January 20, 2016 RE: Building Department Comments Permit#16-47—Tovar Residence,464 NE 92 St., Miami Shores, FL 33138 Subject: Responses to comments Dear Plan Reviewer, Vertex Architecture, Inc. is pleased to provide you with the responses to your comments along with the respective clouded revisions on the drawings: o/Building Comments: y Site Plan Other change has been clouded showing moved a/c compressor&slab,see revised sheet A-1. 2. Narrative See 2 copies of this narrative included herein. AAttic Access See the added clouded showing the existing attic access that remains on the demolition / plan sheet A-2,and also see the added clouded attic access on the floor plan,sheet A-3. 4. AHU Closet See the added clouded dimension on the floor plan sheet A-3 as well as a note on the AHU mounting detail at the bottom left of the mechanical plan on sheet M-1. J. Section See the revised clouded section 1 on sheet S-4 showing the existing and new conditions. Please feel free to contact me on my cel phone(305)785-8296, office number listed above, or via e-mail ASO-VertexArchitecture.com and let me know if you need anything else or have any further questions. Thank you e_q pr sicb ejandro Santamaria, R.A. Lic.#AR 91405