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RC-15-324 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253892 Permit Number: RC-2-15-324 Scheduled Inspection Date: March 04,2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MARKUS, DAVID Work Classification: Alteration Job Address:1190 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132050270460 Project: <NONE> Contractor: ALLIED HOME IMPROVEMENT INC Phone: (954)5641611 Building Department Comments REMODEL KITCHEN, REMOVE LOAD BEARING WALL IN Infractio Passed comments BETWEEN KITCHEN/DINING ROOM INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 03,2016 For Inspections please call:(305)762-4949 Page 27 of 36 Miami Shores Village , 10050 N.E.2nd Avenue NE = " Miami Shores,FL 33138-0000 Phone: (305)795-2204 °,: �3, zi,, ;•,.� Expiration: 11/0812015 Project Address Parcel Number Applicant 1190 NE 92 Street 1132050270480 DAVID MARKUS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DAVID MARKUS 1190 NE 92 Street MIAMI SHORES FL 33138-2935 Contractor(s) Phone Cell Phone $ 14,200.00 Valuation: ALLIED HOME IMPROVEMENT INC (954)564-1611 -- - - Total Sq Feet: 151 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:REMODEL KITCHEN Occupancy:Single Family Framing Stories: Exterior. Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Bond Return: Classification:Residential Review Building Review Building Fees Due Amount Pay Date Pay Type Arnt Paid Amt Due Review Building CCF $9.00 Review Building DBPR Fee $8.39 Invoice# RC-2-15-54493 Review Building DCA Fes $8.38 02/13!2015 Check#:15598 $50.00 $750.78 Review Plumbing Education Surcharge $3.00 05/12/2015 Check#:3105 $750.78 $0.00 Review Mechanical Permit Fee $42e.00 Review Planning Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $80.00 Review Structural Plan Review Fee(Engineer) $40.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Scanning Fee $18.00 Review Structural Technology Fee $12.00 Total: $800.78 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 n- g. F ermore,I authorize the above-named contra do the work stated. May 12,2015 AutWrized SignOmer / Applicant / Contractor / Agent Date Building Department Copy May 12,2015 1 � f - Miami Shores Village ,y Building Department FE® I � '5 V 10050 N.E Znd Avenue,Miami Shores,Florida 33138 b�,.._ ` , 1 Tel:(305)795-2204 Fax:(30S)756-8972 INSPECTION UNE PHONE NUMBER:(305)7&2.4949 1, 5ja5_,n,,rrd%.,k_ *-. FBC 20 ca BUILDING Master Permit No,gC 15 PERMIT APPLICATION Sub Permit No. MBUILDING ELECTRIC ROOFING ❑ REVISION n EXTENSION FIRENEWAL ❑PLUMBING ❑MECHANICAL nPUBUCWORKS ❑CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i I QQ AJje_ !a City: Miami Shores County:. Miami Dade Zip 31 8� Foilo/Pante#: u:f 3RQ Da 8 0 is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 'J- L1 S, jt 1Sa Phone#:Address: 1190 119® SST' City: 90(k\ 1r3 state: Zlp: Tenant/Lessee Name: Phone#: Email: ow or tea/ v v z, 7 CONTRACTOR:Company Name:,jQ�LLLl t V- F' 1� Phone#: Address: &I(o 0. !2hs . Ak. , City: FF-1 L OC4=i� State: r�= Zip: �7i31 I Qualifier Name: �DbEn, Phone#: State Certification or Registration#: Certificate of Competency#: 01�_*S�S3 DESIGNER:Architect/Engineer: tZ7E_: '-r-, COO Phone#: `s�"� Address: ` 4 C&LMEOZI•AL 6w!> Ott �k CRY:ift1 6V-17IU5whState: (�L Zip: 333m Value of Work for this Permit:$ 'qW Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: N34a J« Cx&A�fis. 4A�ICsP�Otsh�- i°EYL 1-tAhif, p4ws, so-w-: a,4a -Ind wfty�lv 1 IN/Q I A�1 AiatA&2�a SiEr ,PO4js - ivc3w SIA°�1( 'T t Speclfy color of color thm a�fle: Submittal Fee$S-0, �� Permit Fee$ CCP$ CO/CC$ ... Scanni�Fee Radon Fee$ DBPR$ Notary$ Technology Fee$ TmInhWEducation Fee$ Double Fee$ Structural Reviews$ Bond S /0m4—JA-)NA/'In1 Al 4 � Bonding Company's Name((f applicable) Bonding Company's Address city State Mortgage lender's Name(If applicable) ZIP Mortgage Lender's Address city State Zip commenced prior to the Issuance of a permit and that all work will be performed to meet the standards oApplication is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no workf all laws regulating or installation has construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMB I FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... NG,SIGNS, POOLS, 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 REC*ORDING YOUR NOTICE OF COMMENCEMENT." Notice to APplicant. As a condidon to the Issuance of a building permit with an estimated value exceeding Promise In good falth that a COPY of the notice.of commencement and construction Nen low brochure W11 be delivered tolicant the person whose property Is subject to attachment Also,a certified copy of the recorded noticeIn the of such posted notice, the . for the first Inspection which a sd ofcanlmencementmustbe posted at the job site (yJ aP after the building permit Is issued. Inspection w1/l got be approved a a reeven inspection fee will be charged. a------------ Signature Signature OWNER or AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ---i 77 day of 3AW ua p, / 20 I S•by of —�.�day_ os r/� 20/J.by w o is personally known to �SLp �'�rlic f3cc,. o is personally known to me or who has produced _ )�/, as me or who has produce as Identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: t k Su Print• L A Seal: �°�•.sr•�o LOIS TEPPER 0,.d0'* TEPPEWCOMMISS M#FF 0044 Seal: * MY IIISSTEPPEF04,5244 EXPIRES:September 9,2017EXPIRES:Septenber 8,2017 4441'.de BtedTIwB N0*y60kes B T1aN0hryBenft 8�R8�Nb+1��5FB�b$i$t�Rtl��MbiP9�ll�+P�b88�R8�Si��1�968i+k�b�9d�+66�Rd�+9b�►tl��Rt�id&fl�$�N4�Se�e�Ab+e�kq��B�bbA�lnM+b�k�SAb�N9+k4��►BM�H 8�9i�k&�A+b+NR9�bd�8ib8�8�1�hb9+l�*g�gp• APPROVED-BY � ( Plans Examiner - f Zoning (Revised02/24/2024) 02-13-'15 14:02 FROM-Allied Kitchen 954-564-2676 T-306 P002/002 F-080 CERTIFICATE OF LIABILITY INSURANCE °"'R(M"YDD"Yy " 2/13/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CON FER$NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOSS NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE.AFFORDED BY THE FOUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOSS NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($).AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder Is an ADDITIONAL INSURED,the polIGY089)must be endorsed. If SUBROGATION IS WAIVED,subjeot to the terms and conditions of the policy,certain polloles may require an endorsement A statement on this certificate does not Confer rights to the certlflcate holder in lieu of such endorsoment(s). FRODucER SUNZ Insurance Solutions LLC Sara N Tamlami Trail It HONE s41••30s-3077'. Fnrc Nn. 727.497.1280 Sarasota, FL 34243 Do M• INSURE AFFORDINOCOvaWl! NAICO INsuRlao SUMMA: SUNZ Insurance Comm 34782 Howard Leasin . Inc. R - Aspen Re-London-Bast Kati 6302 Manatee venue West,Suite K INsuRSN : Catlin ndlgte-LID ds-Best Kati °A" Bradenton FL 34209 INSURER D: E't 8 ndicate-L10 ds-Best Rata "A" INSURER E COVERAGESIN$UftR F: CERTIFICATE NUMBER: 23440385 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSUfiANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTW YKSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY 89 ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS, INV AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (LTR TYPE OF INSURANCE DDL POLICY NUMBER MIIND f LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCL RRE CE $ i CWMS MADE 00CL02 EMIR E RE 0 renes S MEO EXP(Arty ale erc0n g PERSONAL&ADV INJURY $ CIMAQpRF TE LIMIT APPLIES PFA GENERAL REL ATE POLICY LOC $ OTHER PRODUCTS- P/bPAGG $ AUTOMOBILE LIABIUTY S INEDSi ANYAUTO IKi $ ALL D LED BOplLY INJURY(Pw Payson) S AUT BODILY INJURY(Per aedder,s $ HIREDAUTOS NON AUTOS PERTY!]0.MACa $ UMBRELLA UA& $ EXCESS LIAR OCCUR EACH OCCURRENCE $ CIAI AGGREGATE $ DED RETENTION$ A AND DEE MPLOYEE�t� PE00000040 05 5M4/2014 nis =Inf6rrnaflonal H- $ ANY PR0PRIRTOwARTNERjo=UTNH Y VCPE00MOO40 04 5/14/Z013 _. �ndeC W ht�E)LOLUDED? N NIA $ 1,000,000 Iy�s,demo&order YE $ 1,000,000 pows DESCRIPTION compensation sIretoty MIT S 1.000,000 B Workers Coverage l$alt on al C Exoess Coverage and nothing shall create any right under such ralnourance. DESCRIPYION OF OPERATIM t LOCATIONS I VEMCLILS(ACORD 101,AdMan61 PM-ft SeSdUrs,maybe BHecf W It 1110r8 V,a Is r609dred) Lverage p ceded for aa�01 sed employees but not subcontractors of Allied Home Improvemment,Inc. General Contractor,State License#RR0050525. CERTIFICATE HOLDER 124 CANCELLATION CRY of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBgp POLICIES SI;CANCELLED BEFORE 10050 NE 2nd Avenue THE UPIkAT1ON DATE THEREOF, NoncE VWLL BE DELIVEReo IN Miami Shores FL 33138 ACCORDANCNVWTHTHE POLICYPROVISIons, AUTHORIZED REPRESENTATNE Glen J Distefano0 1998-2514 ( ) The ACORD name and logo are registered marks of ACORD ORh CORPORATION. All rights reserved.ACORD 25 2014/01 CRT NO.: 2]44638S reCegtionint 2/13/2016 1.06.61 DM (C") p„ge 1 oL' 1 r4� CERTIFICATE OF LIABILITY INSURANCE 2/3i 015' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERNT Corporate Insurance Advisors PHONE (Q54)315-5000 FAX (954)315-5050 100 NE 3rd Avenue Suite 1000 INSURER(S) AFFORDING COVERAGE "Co Ft. Lauderdale FL 33301 INSURER -JDe1P0Bitors Insurance Company 0035 INSURED INSURER 8: Allied Home Improvement,Inc. , INSURERC: d/b/a Allied Kitchen & Bath INSURER D: 616 West Oakland Park Blvd. , INSURER E: Ft Lauderdale FL 33311 INSURER F: COVERAGES CERTIFICATE NUMBER-CL1481913715 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. tR TYPE OF INSURANCE POLICY NUMBER EFF POLICY EXP LT LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY $ 300,000 A CLAIMS-MADE ❑X OCCUR ILCP3006795785 /28/2014 /28/2015 MED EXP(Any one parson) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITYa aBI EEDt SINGLE N ANY AUTO BODILY INJURY(Per person) $ N AAUUTLL OS ED AUTOS ED BODILY INJURY(Per accident) $ N HIRED AUTOS AUTOS�ED PROPERTY DAMAGE er $ N UMBRELLA LIAR OCCUR EACH OCCURRENCE $ N/ EXCESS LIAB CLAIMS-MADE AGGREGATE $ N/ DED I I RETENTION $ WORKERS COMPENSATION I V R STATU- OTH- AND EMPLOYED'LIABILITY Y I N I ER ANY PROPR1ETOR/PARTNFP/EXECUTIVE E.L. ACCIDENT OFFICER/MEMBER EXCLUDED? El NIA $ N (Mary In NH) E .DISEASE-EA EMPLOYE $ N If yyea desc1be under DESG�RIPTION OF OPERATIONS belay E.L.DISEASE-POLICY LIMIT 1$ N DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(AUach ACORD 101,Additional Remarks Schedule,ff more space is required) General Contractor, State License # RR0050525. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED Miami Shores, FL 33138 / Mark Schwartz/NOMM ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. IN8025/2rrlrmi ni The a[:ARI1 name 9nfl IMA Am mnlefamfl moirka of ar`.ARn 3 at al,I om" ago=. Ig EX44 r s .......yr i ...... KIM, We"W _211 OR v,, M, Rg ;5I,!U5QNN ' "'R "Ok, / r STATE OF:FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION' CONSTRUCTION INDUSTRY LICENSING BOARD (850}487-1395 1940 !NORTH MONROE,STREET TALLAHASSEE FL12399-0783 FEINBERG,JOSEPH.EDWARD ALLIED HOME IMPROVEMENT INC 616.WEST OAKLAND PARK BLVD FT LAUDERDALE FL 33311 CongraWmorrel With thfs icenSo l io1 become One of the n- -:s '_ ::- :=" :: r _. s-Ilk � one million Florida Ucan by Depprtrnent of Businesau WW "" STATE-OF FL:OWDA �:.:... Professional ReguiNdan. Our pro lonals wW bushmses range DEPi�RTMENT OF BU INE$S AND from ardtt�s to yadtt brokers,tom boxers to barque restaurants, >- j � LATIQN and they keep FloriWs economy SIVOM. RRO�iQ525 '�� • �/09/2Q1'3• Every day we work tomethe way are do business in order to aero you bettor. For tbn about our services,please 109 WO ;' Rol � ! ww+a myflorldailoe .com. There you�OW more heron about our dlMons and 9re,�that impact you,subsalbe . to noasletters lsam more abort the Deparbnet's UAL. - LICING Our lr Won at the Department Is,License E.iddently,Ptegulele Fa�ty. r j.: `:'!~t9 •1� ;ti We cxtnstem�y give to ire you baiter w that you ca you anWwi;IST�Ep"der•tn provisions o.Ch.48l1�'!~8,. .3r customers. 'I�tankyoutbrdatngtwsinesslnFloric�. acrd wrVatutations on your now Ncarae! The Det of State is lea ft the comrrremorsdon of Florida's 600th anniversary in 2013. For more Information,please go to www VWFbft.org. i i DETACH HERE r STATB Of.. l.Oti%IDA ' DEPART OF QUSl114E ANQ fROIaF.$SIOAu1l.REt3U.I:�iTipN ■ ■ I ' CQ N$TRUCtiOW.MN�' f LIfsEN$fii1G BOARi>f ! i Tffe i ESI ENT•1AL CONTRACTOR* • Mj*9r-th-p%vfW669of-Che broHASREMSTERED t _ r-4%FS. i icplratlon date:'.AUC3 31;2015 - _ (INDMDUgf. MUSTMEETALL L.tIQFWSII�G. . .i REQUIRgENTS'PR{OR`TQ 6 PGN ANY.i4REA).. L ' ' -F.�I BER0,JIOSERH EQ ' A Q O,@llE IMP 81.70'C i.ARI L X33'11 `' iISSUED: M9093P SEOa,LISMOMM96 KEN I.i4{IVSON RICK SCOTT ti F ' CTO Cott Tri atow-Bowd BUSINESS CERTIFICATE OF COMPETENCY. 000016333 b• ALLIED,HOME IMPROVEMENT INC -Df.B.A.. FEI G JOSEPH E lie Undw the PrOvW&W df ChavW 10otnkmg)oft v ,+ 3 ' r A� °m� ` t !M'sp[� e9 "'� s 3 t r t a 3.24 �bfN T MT AN � 'f t a 9' �•5 �� 4e�r °,-. r lC'L'.(F��AS P � �� "-" r � �i/r�_� r t r 5'r•*'�. ,F�?- `s �S� L b.- .r.,y. •n••a q�� r.�.��bv>�'� .0 - :*�r.�,.�i� ? t'^a1.„� t.,�e s,—1 - - r a� } A �� s ,+rt°; P �� ,, -t��'€x '�. r n t t�'��a`�ivy � z`��,r.�`l"��Y'✓•lfl/. rr .C'Y''sU,.3� � ,�,1-r �+�; r � �:��r� ,� �� rY r�.v �o- �� -s. ro� '� �.� rf�� `•� >r S �7P1��1��1vir+ ��r. �'['X."1.7-)4 d x '?e t tf r••:. r_y .v ^i g-�, r- S a_. pq y payp�� A+� �t��6 jru h� > 5 e� � .0 3- r�L A "' ''+,� "'�a' ,Ce*�k�,vs'9' S�,•� 7a`4,, r'��- 'a`y£} y� �1�� y k 'e.- k� t ,��y.- � , P ,�i"10.�.,�F (� %x nr��`u M{$�}+ "rr�'h•'`�{' `�;�'S � }I',. fix �.�r t` � ,fi �t>' 'til �>ti�7l,tr'PKA�a � ..� �c ��. ks tt r R +, f f r `r'r.�.z:�i'u� t v t - .aa .r t w ¢ �, s°Y ',.e.,- "'� it s � �. �`� i•. .. � i r'}t �� •�.,,"sg ��' �grt��`swr A§s t 5L�4`r r � �3,M��lrft��y,'A � ,. �'� ft��r$ { `.rye aruµv ��_� �"„ rE-A �h . _W, g� rI.R46, F• 3'5"" �+gr„ "6"c eP� r fir .)i r'a'+',v ��3 P,r "M+ a+m r'.tr�xro-Ffi �i P$, f wl � Y%,,, .•kr � - fg .4 pJ a +.§ r..� �-.SWra"ESS�#�n3 s v^,'�fa �" s " e �'� 3 }lly9 Y��C�.td +`w,ty r 4"f"rt s,`+rt ,tc +�. .?r. 3 x 4,t�'�'`gM �. "a` , ?.1 ° e ^a. x t'E �f• ,xr.'a 3 T g�7 v :. i � � a pp� r'�-r�r'`~��rich x+�a�• ��r�r�py�C� g ��r��•�' ¢� � PX it� �W 1 # Te Pr rayfi tFaw C z4 �tWe k fi s . 0a-a5 w' rr 'e '` .� �., �•�i' 77' z C zr<x. >r -. t 4 sS�g�S (��s..r �y✓v� � ��7��s�-�s� s 1✓i- x)�-�ssyy i'�, �� WIN � ��a t ��4� jz�i1. { S I A v .-�.ri a .�, ,� 3 a• '00 .M _ .1,•r" -"i rzY - g{ s.;-.";w�-s � }br v1.Fg�'r�s a"x- Ji '•� ,� ! ,• t t ,.� e s,t• i ''ppk: -' i ::Y �Fa _„r #gds*.4Z i�%^x '` .,d�yF � 90MM” At4� � ,� AllASLE ITIS R S,e 4 FENTS � DED s s 1 YOU F IF A� F I4F'� Y y R ID f rrt-4' $ 't'Y �!S AN jog �, F L t tlOjj t TICE OF 4 'Ny `� �� 1.;� ;.,�� +?r-t�,.w3 �q �r„�°'�`f R' :Y��c� P �(F'�g f '"" aS.. '� 9 •x ?c " PLUMBING 1 , - ` Mr � Is:._p1111 +e jr 7 S/ �� :C �} �t �'° `f+ �� m� _� 4r:-,.r-�,., a� ►n�f�'["f� 5 rr i - ro� -r ,c�',`` n >• a.Lti`rM1, { �srt _ F g v s 3 t." .^v"b' a 7771� `All � - .�" r `r SMJ SMJ r ti t �S A Lr s +�� L� ,. Fv m tip r� ir5 ��i r r i✓ a a"� .r-,µ,'`7 ti,°,7,:i�.rT�mk�...d��'S-e i .. m � t 4 � y vv wow � I ' ;.v�� ,��tSF��.# �'t Jr t�'' -t-�s--iu '4;� b-"�,'�s'Ta�t'F-'�'�?�� f r,^,ir.�.'°},,�,�y�.> r.'�'-+�s � s �'r r � ��,•'�t� �4`•7r r+ -'� �n� a '�': t I i •''rY' r sssr�'� 4 da �fsra -7 �' k?" �.y4 i},}x �, -` 3 x ]t i; r £' r a' ,� 3 � � w r u. r �z. � l�fi7(. t � �t 'f�mT r a �,-'3a t•,t y '`4 r' .B r t• -�.: r ,�>.1��-'el�Y- <, �"�' : ' }p'�F pv'y.�,Y.�' t. '�n k A,;a�,y 1 d � 1' a S L � yr r1§�rti �ms i7 buts r �a Y ;z"t"'f" J x r{ � { 1 rte aca - � gt�, '7, �,'f'rh c y�aa ''•r '¢7 ' '}-3, h"�' e:.- r�S '� t 'U 7y ` A,Z� ,g F z ar�'�"�w`��' qtm".� �`,s,2 t��C��''�� i .;,., L�. r.1,4,�„ +, ,a`rn' �.r�r-z_ . �:,•�18Ya�c si: r'z<. e'�.w T1s. AmCD4ti' '...' .. 15 ) � �•• c iT Y. A MJaml ShoresVillap COPY Building Department +COR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tei:(305)795.2204 Fax: (305)756.8972 MINIMI SHORES VILL.AtaE xi. NOTIGE TO":BUILDINO D RTMENT APR 07 201 OF EMPLOYI NTA SPEDIA, KLL INSPECTOR UNDER THE 5.08IDA:BUILDING CODE - I(UVe}have been retained by to perform special Inspector services ander the Florida Bum Carle at the project on the below Med structures as of (date).I am a registered architect or professbnat engineer licensed in the State of Florida. PROCESS NUMBERS- 0 SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20.(R4404.6.1.20) 17 SPECIAL INSPECTOR FOR TRUSSES-4V LONG OR 6'HIGH 2319.17.2A.2(84409.6.17.2.4.2) Cr SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) O SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R44IG.5.2) © SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UMTS&ATTACHMENTS,FOC 1927.12(84405.9.12) Ch SPECIAL INSPECTOR FOR Note:Only Me marked boxes apply. The fotowinB indMdual(S}err toyed by this firm or me are authorized representatives to perform inspection 1. Ka,� m F 2. 3. e.OC S fIT a a K4. *Speclal Inspectors uBlizing authorised represents shall Insure the authorized representative is qualmed by education or licensure to perform the duties assigned by the Special Inspector, The qualifications shall include ticenscae as a professional engineer or architect;graduation from an engineering education program In civil or stnccturat engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination,or registration as building Inspector or general contractor. I,(we)wB rottiy Miami Shores Village Buldrng Department of any changes regarding authorized personnel performing Inspection services. I,(we)understand that a Special Inspector Inspection fog for each bung must be displayed In a convenient location on the site for reference by the Von]Shores Village Bugg Department laspector.AN mandatory Inspections,as required by the Florida Building Code,must be performed by the County.The Village building k*pections must be called for on all mandatory Inspections. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandaary Inspections performed by the Department.Furthe4 upon completion of the work under each Building Permit I will submit to the hiding Inspector at She time of final Inspection the completed Inspection 4 form and a seated statiament Indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the Intent of the FloridaBu"Mg Code and are in dial accmftu with the approved pians. Signed add Boatel En nr>Ier/Arc ct ``` %111llff,,1" FAQLD A6V ATTRS ABUS .� AddressEYtAS TRAM.. 30rN RAToN� Flo aA Noll S q) 6(0-7- -�$0 3 471 Cre n V1&M ; ® ®�'. ST OF /'. ZONAL V rB9r9It001 7318 Texas Trail www.projectclassic.com CA#29407 Boca Raton, Florida 33487 y` �Ei Structural Engineering 3/23/15 Project: Markus Residence Subject: Structural Critique Sheet Address: 1190 NE 92nd Street Miami Shores, Florida 33138 Dear Buiiding Official, Please find below the responses to the comments, 1. Attached Signed and Sealed Special Inspector form 2. Provided 3. See connector chart in plans with the florida product approval listed. 4. See Attached Florida Product Approval #FL10655.113 S. See attached shoring drawing plan SH1 6. See new detail 4/S1 Sincerely yours, EN No 72479 STATE OF YONAL 8�f/191i1191� Farld Abugattas, P.E. # 72471 farld 0prolectclassic.com PH: (954) 667-7803 FAX:(561)665-5438 F:\Dropbox\Work\Construction\Clients\Lee Cooper\Miami Shores-1807\Documents\City-Comment Response.odt-Printed:0323/15- 08:23:18 PM Page# 1 Of 1 3123/2015 Florida Bultding Code Cvdlne e 4 a , . x 'u FW&DeDaMyWd BCIS Horne i Log In 1 User Registration Hot Topics Submit Surcharge I Stats&Fads i Publications FBC Staff i SCIS Site Map ( Links ' Search i Bus'nes Proee ' Product Approval 3 USER:Public User Regulation Product Aoprpvai Menu>Product or Application Search>Application List>Application Detail FL# FL10655-112 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Simpson Strong-Tie Co. Address/Phone/Email 2221 Country Lane UZ McKinney,TX 75070 I C'3 (972)439-3029 to }. rshackelford@strongtie.com U Z C2 CT Authorized Signature Randall Shackelford C rshackelford@strongtie.com U m Q w U a LL z Technical Representative Randall Shackelford lyl Address/Phone/Email 1720 Couch Drive McKinney,TX 75069 (800)999-5099 Q, rshackelford@strongtie.com Quality Assurance Representative Pat Woodall Address/Phone/Email 1720 Couch Drive McKinney,TX 75069 (800)999-5099 Co pwoodall@strongtie.comI aW a� M Category Structural Components iFO M 0 J Subcategory Wood Connectors Z O 10- �c�CD� Compliance MethodEvaluation Report from a Product Evaluation Entity Z 4 O a Z�V Z �ED ,,,!Ia. Z Evaluation Entity ICC Evaluation Service, LLC 9L _*0 ��j S2 Quality Assurance Entity Benchmark Holdings,LL C. W U a C) Jt. Quality Assurance Contract Expiration Date 12/31/2015 s At c quo M Validated By Jeffrey P.Arneson,P.E. C 1 C1 O ui a 0 Validation Checklist-Hardcopy Received �Q�tjW m co M tl Certificate of Independence FL10655 R2 COI ICC Cert of Inde co r. Referenced Standard and Year(of Standard) Standard Year ASTM D1761 2000 N.A.SPEC FOR DESIGN OF COLD FORMED STEEL CONSTRUCTION 2001 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F-L10655 R2 Eouty 2010 Self Affirmation Simrson.Ddf Sections from the Code MsY/floridabuilding.orgfpr/pr dfl.asp(?pmam=wGEVXCwg)qtBNbEY5V%2boQT1CuAhT5s527XEcsRgT314dUieFVcfwwO%3d%3d 114 3/23/2015 Fulda Building Code Online Product Approval Method Method 1 Option C Date Submitted 04/25/2012 Date Validated 04/26/2012 Date Pending FBC Approval 05/02/2012 Date Approved 06/11/2012 Summary of Products Go to Page ,...................... 0 Page 6/9 FL# Model,Number or Name Description 10655.101 HUS48 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.. FL10655 R2 AE ESR-2549.odf 10655.102 LU210 Joist Hanger Limits of Use InstaUatlon Instructions Approved for use in HVHZ:Yes FL10655 R2 U ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.odf may be required to acheive 700#uplift for HVHZ. 10655.103 W24 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes F-LIG655 R2 U ESR-2549.ndf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.When resisting wind uplift supplemental connectors EL10655 R2 AE ESR-2549.12df must be used to acheive 700# uplift for HVHZ. 10655.104 W26 Joist Hanger Limits of Use Installation Instructions Approved for use In HVHZ:Yes FU0655 R2 II ESR-2549.ndf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other..When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.odf must be used to acheive 700# uplift for HVHZ. 10655.105 W28 Joist Hanger Limlts of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.odf may be required to acheive 700# uplift for HVHZ. 10655.106 WS210 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 R ESR-2549.bdf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other. FL10655 R2 AE ESR-2549.odf 10655.107 WS210-2 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 n ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 httpsllflorid iding.orgllxlpr_app.cH.aspOWam=wGEVXCwtdgtBNbEY6V%2boQTlCuAhT6s527XEcsRgT3[4dUleFVcfwwQ%3d%3d 214 3f23I2016 Florida hiding Code Online Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.. FL10655 R2 AE ESR-2549.odf 10655.108 WS214-2 Joist Hanger Umlts of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 H ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf 10655.109 WS24 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.odf must be used to acheive 700# uplift for HVHZ. 10655.110 LUS24-2 Joist Hanger Umks of Use Installation Instructions Approved for use in HVHZ:Yes ELL0655 R2 H ESR-2549,m# Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.gdf must be used to acheive 700#uplift for HVHZ. 10655.111 LUS26 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.odf 10655.112 LUS26-2 Joist Hanger Omits of Use Installation Instructions Approved for use In HVHZ:Yes EL10655 R2 II ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf 10655.113 LUS28 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FLIG655 R2 R ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf 10655.114 LUS28-2 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.odf 10655.115 LUS410 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 H ESR-2549.odf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf 10655.116 LUS414 Joist Hanger Umits of Use Installation Instructions htips:1Moridabt1iding.org1ixfR_ chi.aspx?man=wGEVXQw DqtBNtEY5V%2boQ7ICuAhT5s527XEcsRg 314dUieFVciwwQ%3d'A3d 314 • 3/23L2015 Florida Building Code inline Approved for use in HVHZ:Yes FL10655 R2 II ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.odf 10655.117 WS44 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLL0655 R2 R ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.When resisting wind uplift supplemental connectors FL10655 R2 AE ESR-2549.Ddf must be used to acheive 700# uplift for HVHZ. 10655.118 WS46 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 R ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf 10655.119 WS48 Joist Hanger Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 R ESR-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other. EU0655 R2 AE ESR-254.9.Ddf 10655.120 MUS26 Joist Hanger Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL10655 R2 H ES11-2549.Ddf Approved for use outside HVHZ:Yes Verified By: Randall Shackelford P.E.68675 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other. FL10655 R2 AE ESR-2549.Ddf Go to Page !.._......_._._ 0 Page6/9 .7-k NL:Kt Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not serol electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant bo Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick hew-. Product Approval Accepts: WE RQ M aer.7tri ,NtTRK'a httpsJHloridl Iding.org(pr/prapp CHaw?pwam=wGEVXQwtDgtBNbEYSV%2bOQTICtlAhT56527XECSRgT34dtJieFVcfmwQ%3d%3d 44 7318 Texas Trail www.projectclassic.com CA#29407 Boca Raton, Florida 33487 � + u CLASSIC LLC. Structural Engineering Tuesday, 3anuary 13, 2015 Project: Markus Residence Building Department -iUbject: CMU Inspection Letter of Intent Miami Shores, Florida FEB 901j1ddress: 1190 NE 92ND ST. Miami Shores, Florida Dear Building Official, Project Classic shall inspect the entire"Engineered Unit Masonry"system for this building, including but not limited to the following: 1.Masonry units, mortar,grout,and reinforcing steel to meet specifications. 2.Dowels properly placed, with adequate lapping. 3.Steel and column ties in columns, pilasters,and beam elevation transitions properly placed lapped and tied. 4.Masonry field work: head and bed joints, horizontal joint reinforcing installed correctly,cells free of excessive mortar fines, walls level and plumb within tolerances. 5.Verify grout slump, proper consolidation of grout, and proper low-or high -lift grouting procedures were followed. 6.Correct embedment of reinforcing steel, bolts,ties, etc. 7.Compliance with ACI 530-08 and commentaries; ASCE 5 and 6 and commentaries; and ASCE 7 - 10 approved. •��• Procedure: . . • • •110.10.6 THE SPECIAL BUILDING INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THgAPPUrABLE PaMONS •••••• OF THE PERMITTED CONSTRUCTION DOCUMENTS DELINEATED IN THE SPECIAL BUILDING INSPECv"%P`AN AKMHA1.L •' SUBMIT PROGRESS REPORTS AND INSPECTION REPORTS TO THE CHIEF STRUCTURAL INSPECTOR C� ALBMITTA1-TWrHE ••••:. BUILDING OFFICIAL. STRUCTURAL INSPECTIONS PERFORMED BY THE SPECIAL BUILDING INSPECTOLt S L SATISF'r THE • REQUIREMENTS FOR MANDATORY INSPECTIONS BY THE FBC. • •"• • • ••••• • •110.10.6.1 A LOG OF ALL PROGRESS REPORTS AND INSPECTION REPORTS SHALL BE MAINTAINED Af4ME JOB We.00 �•••• (EFFECTIVE: AUGUST 10, 2007) 000000 • • • •110.10.6.2 SIGNED AND SEALED PROGRESS REPORTS AND INSPECTION REPORTS SHALL BE SUBA41!ED TO Tq:OVC,F �•�" STRUCTURAL INSPECTOR FOR SUBMITTAL TO THE BUILDING OFFICIAL ON A WEEKLY BASIS. (EFFrETM: AUGUST,10, •"';• 2007) • ; • •110.10.6.3 THE MUNICIPALITY SHALL MONITOR THE PROGRESS OF THE SPECIAL BUILDING INSIEC OR ON;'R@C3l&R '••••• BASIS. (EFFECTIVE: AUGUST 10,2007) •. ; ••• 0110.10.7 AT THE COMPLETION OF THE WORK,THE SPECIAL BUILDING INSPECTOR SHALL SUBMIT A SIGNED%W Sf ALED • CERTIFICATE OF COMPLIANCE TO THE CHIEF STRUCTURAL INSPECTOR FOR SUBMITTAL TO THE BUILDING OFFICIAL, STATING THAT THE WORK WAS DONE, SUBSTANTIALLY IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PERMITTED CONSTRUCTION DOCUMENTS AS DELINEATED IN THE SPECIAL BUILDING INSPECTIO ® Oi00dd7®� Sincerely yours No 72479 ° 0 OOiii11 �♦ Farad Abugattas, P.E. # 72471 farid@prajectclassic.com PH: (954) 667-7803 D:\Dropbox\Miami Shores-18070ocumentACMU-Letter of Intent.odt-Printed:01/13/15-08:42:32 AM Page# 1 Of 1 w' a r `.. 7318 Texas Trail Boca Raton, Florida 33487 `�, vr° CA#29407 °�i mis www.projectclassic.com STRUCTURAL CALCULATIONS Date: Tuesday, January 13, 2015 Project Code: 1807 Project Name: Markus Residence Description: Structural Calculations Code: 1190 NE 92 ND ST. Address: MIAMI SHORES, FL. CALCULATION INDEX 2-3 Wind Analysis 4 Wood glulam design Project Classic LLC hereby states that all plan specifications and calcu1atlyd4S7:resen&ed iv •• ••. the signed and sealed structural calculation package meet or exceed the FIM16 Builchm .: •••• .. . Code 2010 and it's referenced standards: . . .• -ACI 318-08 :...;. •••.:. -ASCE 7-10 ••.• • • •AP&PA — NDS 2005 :,.:o: 0 • •RISC Manual for Steel Construction 13th Edition I4 98 1-04 •D 140 W- SWIM Farid Abu6AU16; .E. # 72471 farid@projectclassic.com PH: (954) 667-7803 4 Total, Page#1 13/01/2015 WINDO2y2-21 Detailed Wind Load Analysis per ASCE 7-10 Analysis by: FA Company Name: Project Classic LLC Description: User Input Data Calculated Parameters Structure Type Building Importance Factor I 1 Basic Wind Speed 176 mph Hurricane Prone Region(V>100 mph) Struc Category I, 11, 111,or IV IITable_ 6-2 Values Exposure B, C,or D D Alpha= 1-11.5001 Struc Nat Frequency MY _ 1 Hz zg= - 700.000 Slope of Roof 4.0 :12 Slope of Roof eta) 18.4 De Type of Roof - - Hipped --- - -- - -- - Kd Directonali Factor) 0.85 Eave Height(Eht) 25.00 ft - Ridge Height(RHt) 35.00 ft Mean Roof Height(Ht) 30.00 ft Width Perp.To Wind Dir B 100.00 ft At= 0.087 Width Paral.To Wind Dir Q 1 100.00 Ift Bt= 1.070 Bm= _ 0.800 Calculated Parameters Cc= 0.150 _ Type of Structure I= 650.00 ft ----------- -------- Helalnimst Horizontal_Dim 0.30 Epsilon = 0.125 *:Pee** Flexi a ructure •• I No JZrnin= 7.00 ft •••• ust Factor Category I: Rigid Structures-Simplified Method ••": Gus 1,, ror rigid s -tures Nat Freq> 1 Hz use 0.85 1 0.85 ..... go fiust Factor Category II: Rigid Structures-Complete Analysis ••••• Zm . . •Ht'.. •• 18.00 ft -0011" Izm Cc" 33La OA.q 7 0.1660 •• Lzm I'zm/33 psibn 602.57 ft ••••• Q ••• 1Al+0.63+' (B4HtYLzm)A0.63 ^0.5 --- -- -- - - -- - 0.8981 ;.... Gus 0.925" 1•*1.1"Izm*3.4*Q/ 1+1.7*3.4*lzm 0.8789 • •• Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fin 6-5 Internal Pressure Coefficients for Buildinas, Gcai Condition Gc i Max+ Max- Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 4 Total, Page #2 Project Classic LLC WIND Design 13/01/2015 WIND02 v2-21 Detailed Wind Load Analysis per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft Ht i 2' 4 ' .' `. a ------ ME, a a a a Hipped Roof 7 < Theta.<= 27 a= 10 =_> 10.00 ft Double Click on apy data entry line to receive a help Screen 0000 Component width span Area Zone GCp F49.030 Press Ib/ft" ••• ••• •• (ft) ft (ft"2 Max Minax•• in • TRUSS 2 18 108.00 -1 0.30 -0.80 . •-076.77 '..• TRUSS 2 18 108.00 2 0.30 -1.2037.90' •-108.11 •• •" TRUSS 2 7 16.33 1 0.46 -0.88 '.82.94• ••••------ 0000 0 TRUSS 2 7 16.33 2 0.46 -1.59 49 -138.93 00000 -- ---- ---- - TRUSS 2 7 16.33 3 0.46 -1.59 49 •138.93 . 0.:00. TRUSS 2 7 16.33 _1-H 0.46_ -0.88 _35J"! -68.83 •• 0 0. TRUSS _ 2 7 16.33 2H 0.46 -2.20 ;172.34 .' TRUSS 2 7 16.33 3H 0.46 -3.44 35e83 . -269. .:. •••••. 0.00 0.. �....; WALL 2 5 10.00 4 1.00 -1.10 92.44 -100.21 • • • - - - -- - • WALL 4 10 40.00 5 0.89 -1.19 84.11 -107.12 _ - 0.00 WALL 4 14 65.33 4 0.86 -0.96 81.16 -89.00 WALL 4 14 65.33 5 0.86 -1.1.1 81.16 -101.22 0.00 WALL 4 16 8_5.33_ 4 0.84 -0.94 79.56 -87.3_9 WALL 4 16 85.33 5 0.84 71.07 79.56 -98.01 4 Total, Page #3 Project Classic LLC WIND Design Title: MIAMI SHORES RESIDENCE Job#1I07 Dsgnr: F.A. Date: 5:4013M, 13 JAN 15 Description:Glulam Beam Installation in lieu of Bearing Scope: Removal of a)dsting block Daring wall and tie beam and placement of beam in opening uUsw..M-N07M,Ver 5.8.0,,-o�-� Multi-Span Timber Beam Page 1 cel, moacuc ri, stere P e. ceip,lan Description 5x10.5 GLULAM WOOD BEAM General information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Southern Pine,16F-V5 Fb:Basic Allow 1,600.0 psi Elastic Modulus 1,500.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 270.0 psi Load Duration Factor 1.250 Timber Member Information Description in Span It 12.00 Timber Section 5.0x10.5 Beam Width in 5.000 Beam Depth in 10.500 End Fixity nn-din Le:Unbrac ed Length it 1.33 Member Type Glulam Loads Live Load Used This Span? Yes Dead Load #/ft 378.00 Live Load #/ft 405.00 Re tt. •••••• M a�@Srntr . ":•"f 169.1 • -'moi_ • • ft..•••• 6.00 .:*000 Max' Left End ..:..jn-k 0.0 • Max @ Right End in-k 0.0 •••••• • • fb • ...'psi 1,640.8 �.. Fb:i1Tlowile psi e1,996.9 • • • ••••• e WgOK ShejiG�beft " 0 k 4.70 *****o Shear Q Right •••••;k 4.70 .' fv:Artual • • 6si 116.3 •••••• Fv:PM&Ule • psi 337.5 •••••• .•• • • •• ShwrOK Reaclliong&Deflection DL @ Left k 2.27 LL @ Left k 2.43 Total @ Left k 4.70 DL @ Right k 2.27 LL @ Right k 2.43 Total @ Right k 4.70 Max.Deflection in -0.505 @ X= ftj 6.00 Query Values Location It 0.00 Moment in-k -0.0 Shear k 4.7 Deflection in 0.0000 4 Total, Page#4 t � v MAN MIAMI-DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION ARI F'PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-090 F(786)31S 2599 NOTICE OF ACCEPTANCE(NOA) w .�lamiaaaegorloerat PGT Industries 1070 Technology Drive Nolkomts,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 ERAProduct 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"HR-610"Aluminum Horizontal Roller Window-N.L APPROVAL DOCUMENT: Drawing No. 4127-20, titled "Alum. Horizontal 1?0lIW-•Wind8V'4 ATM- �••�•• Impact", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, wijS'revfsion ;E;, dated •• 10/17/11, signed and sealed by Anthony Lynn Miller, 'P. E., bearing the Miami-ISWCourif Preauct ....:. Control Renewal stamp with the Notice of Acceptance number and Expiration date.by.the Miami Dade ;•• County Product Control Section. •••• ;:004. • .... ..... MISSILE IMPACT RATING:None. 00 00..... .• . � ..;..• LABELING: Each unit shall bear a permanent label with the manufacturer's name.es logo, crtV-state,••••:. model/series, and following statement: "Miami-Dade County Product Control Appioved'; unlen 4erwise •.. .....0 noted herein. .•. • RENEWAL of this NOA shall be considered after a renewal application has been filed and the bft been:" no change in the applicable building code negatively affecting the performance of this product. •* • TERMWATION 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-made County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided.to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0302.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11 1114.05 Expiration Date: July 27,2016 Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted umkr NOA No. 06-0327.04) 2. Drawing No. 4127-20,titled"Alum.Horizontal Roller Window,Non-Impact",sheets 1 through 12 of 12,prepared by PGT Industries,dated 03/22/06,with revision"C", dated 10/17/11,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window(OX), prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTI,-5005, dated 10/05/06, signed, sealed and dated 11/08/06 by Edmundo Large espada,P. E. (SubmA*d under NOA No. 46-0327.44) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 •••••• 2) Uniform Static Air Pressure Test,Loading p.V9,TAi;; -9464 ••..;. 3) Water Resistance Test,per FBC,TAS 202-9Y4••0 0 0 • 4) Forced Entry Test,per FBC 2411 3.2.1 and TA&02 94 along with marked-up drawings and installation diagram of an•jr1p room 4—A—tal :•••• sliding window(OX),prepared by Fenestration Testing LabordQZ c., Test Report ••;•. No.YfL-4857,dated 03/08/06,signed and sealed by Edmundo I �F!, ••••• (Submitted under NOA No. 06-0327.04) :••;•• ••••:• 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94; •' ;��•; 2) Uniform Static Air Pressure Test,Loading;a'AC,T.%S 202-94 :0000 3) Water Resistance Test,per FBC,TAS 202-94 •••; ; : 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-app drawings and installation diagram of an aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4860, dated 02/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No. 06-0327.04) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, dated 08/10/07, prepared, signed and sealed by Robert L.Clark,P.E. (Submitted under NOA No. 47-0815.08) 2. Glazing complies with ASTM El 300-04. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1114.05 Expiration Date: July 27,2016 Approval Date: February 09,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Deparlment of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC--2007 (with the 2009 supplement) and FBG-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his OwP4 the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of conformance to the requirements of the current Florida Building Code 2007 with the 2009 supplements, including the HVFM dated 02/03/11, signed by Robert L.Clark,P.E. ••... (Submitted under NOA Na 11-0302. • . •••• •••••• 5. Statement letter of no financial interest with the laboratory t it; ormgdAM.test •; dated 02/03/11,signed and sealed by Robert L. Clark,P.E. •••:.. ;• ;" (Submitted under NOA No. 11-4302.01) •••• V006: 6. Laboratory compliance letter for Test Report No. FTL-5005,��s ied by Fenestration••••• Testing Laboratory, Inc., dated 113/08/06, signed and .WA by•;tAg undo;;�;; Largaespada,P.E. •••••• •• (Submitted under NOA No. 06-0327.04) ....:0 7. Laboratory compliance letter for Test Reports No.'s "9'pd PTL49609:.••,; issued by Fenestration Testing Laboratory, Inc., dated 03/09/06, signed=4 ed by' • Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0327.04) G. OTHERS 1. Notice of Acceptance No. 11-0342.01, issued to PGT Industries, Inc. for their Series HR 610 Aluminum Horizontal Roller Window-N.I., approved on 05/05/11 and expiring on 07/27/2016. Jaime D.Gascon,p It. Product Control Section Supervisor NOA No.11-d 114.05 Expiration Date: July 27,2016 Approval Date: February 09,2012 R-2 GENERAL NOTES:NON-IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZNG OPTIONS: A.3MV ANNEALED GLASS 21 50 B.3M8•TEMPEREDIEASS C.1/4•ANNEALED GLASS 67 Im NOM. GLASS BITE M IW TEND GLASS E.13M8•LG„118°ANNEALED OUTBOARD,9118•AIR SPACE,118"ANNEALED DISCARD 51 80 OR 81 NOA DRAWING MAP F.13MV LG.,Iff TEMPERED ,9Mr AIR SPACE,IB•TEMPERED DISCARD �3M8•ANAfEALED OR SHEET MAP (L i3MV LG.,3M8•ANNEALED OUTBOARD,711V AIR VACS,3M8•ANNEALED INBOARD TEMPERED GLANS GENERA.NOTES---I GLAZINGDETAILS,--j H 13118°I-G,3M8.TEMPERED W f RD,7H8•AIR SPACE,3M8 7 ENIP D DISCARD 3M 8°MONOLITHIC GLASS DEbIG N S•-.«•2.4 ELEVATIONS...,,.,-.,.,-...,,.8 I.13MV IA.3flW ANNEALED OUTBOARD.lir AIR SPACE,WANNEALED N30A1m VERT.SECTIONS_..........8 HORIZ.SECTIONS-.-._.8 J.13FW LG.,3M8•TEMPERED OUTBOARD,Wr AIR SPACE,IN TEMPERED INBOARD 21 PARTS LET 7 EXTRUSIONS.---8 2 CONFIGURAT�NS A X0 XC CORONER DETAI..........,—B RAGE.. -..8.12 ®3.DESIGNPRESSURES:(SEE TABLES,8HEE782 TFII�K4•l4) ::9 118•NOM.A,NEGATIVE DESIGN LOADS BASED ON TESTS!PRESSURE AND GLASS TABU ASTM E 13W4)Z GLASS SITEGB POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND A1ISTABLESASTM E 1=4)4C.DESIGN PRESSURES UNDER 40 POP ARE NOTAPPUCABLE N MIAMWADB COUNTY. 82O 4.ANCHORAGE:THE 3314%STRESS INCREASE HAS NOT BEEN USD N THE DESIGN OF THIS PRODUCT. � �114•ANNEALED OR SEE SHEETS 9 THROUGH 12 FORANCHORAQE DETAILS. TEMPERED GLASS •MIAMI43AADE COUNTY APPROAVED SHUTTERS ARE HWUfRED IN MIAN11-DADEAND 7 IMPACT 1/4°MONOLITHIC GLASS RESISTANCE IS , 8.FRAME AND PANE_CORNERS SEALED YYITH NARROW JOINT SEALANT ORaASlw 7.REFERENCES:TEST REPORTS FTL•4887,FnABOOAND FrL-0M 21 50 ® ELCO TE(TRON NOA:04Qf .M. ANSVAFBPA ND8 2=FOR tlMOOD CQNSTRUO ION PR0m=RBVmw ADM-WWALUMINUM DESIGN MANUAL "7u% � 8 8 cg SERIESNODEL DESIG NATION HMO.PREVIOUSLY REFERRE)TO AS HR71M 69 tWr NOM.SITE W!eo 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE ® FLORIDA BUILDING CODE,INCLUDING THE HIGH VE.Ot2TY HURRCANE ZONE(FNHZ}. 52 84,85,86,87.88 OR 89 ti a VA •&VlrALEDOR TEMPERED GLA8S �```y� AN, '�'�i so • • • • • • • • • o, •• 00# •• • • • ..• 13/18°INSULATED GLASS -_ N J.( am�mt C Fl�Clmfot�plAll�.* ' GENERAL AVTES FLANGE&WTEGRAL,FAN -o ' FJG 41w 1 8 A8 • • • •• 7tl° ��i�Q '••.,FI �'�(j��`` FJL NMN A AARAIPACB'OMWWI lett MW MNE7$AVM9b ; P eget ALt�FfORIZOAITAL ROLLER W AI ACT 4 1 ' fin' �°b C AL P.@,$e�B PF. F �� • • �' • • • • • AA�96 A175 f d >a 41221-M i • • • i XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1-SMALLER) TABLE 1. - WINDOW GLASS WINDOW HEIGHT Wam TYPE 1 3=8 1 a ow 5,r p« or A E,I +75.0 460.0 +76.0 48.0 +75.0 431.2 +75.0 -123.1 1 +76.0 •8,7 +75.0 1 -82.1 +75,0 752 +87.6 47.6 +65.0 •85.0 4r C +75.0 460.0 +760 460.0 +76.0 446.2 +75.0 433.9 +76.0 100.0 +76.0 -93.6 +75.0 4&4 +75.0 78.0 +71.7 71.7 B,D,F,H,J +76.0 -150.0 +760 450.0 +760 18,0 +78.0 -1500 +76.0 -1500 +76.0 -1600 +760 460.0 +760 442.5 +75.0 434.4 G +760 -1860 +75.0 -160.0 +760 18.0 +78.0 150 0 +78.0 -137.6 +760 128 8 +760 -18 8 +760 -1 .6 +760 98.8 A,E,I +760 -1600 +760 -1500 +75.0 119.6 +760 -1044 +760 -82.7 +75.0 767 +73.2 73.2 +83.1 -S3.1 +8,8 -Me 53 118 C +760 -150 0 +760 1600 +760 137.7 +75.0 -125 7 +760 83 0 +76.0 86 8 +75.0 80 0 +70 2 702 +8.1 66.1 B,D,F,H,J +75.0 4500 +75.0 -1800 +760 4600 +760 -1500 +760 -18.0 +76.0 460.0 +75.0 449.9 +75.0 431.8 +760 424.0 G +75.0 -150 0 +76 -1500 +76. -150.0 +76.0 -160.0 +760 -127.8 +760 -119.3 +76.0 -1100 +76.0 -118.5 +76.0 90 9 A,E,i +75.0 450.0 +760 460.0 +78.0 -104.1 +760 92.0 +760 768 +71.6 -71.5 +66.9 -8.9 +67.7 -67.7 +54,8 4548 8« C +78,0 -1600 +760 -18.0 +760 129.4 +760 417.6 +760 -86.8 +760 79.7 +73.3 73.3 +64.0 -84.0 +80,2 •80.2 B,D,F,H,J +75.0 450.0 +760 460.0 +75.0 -1500 +760 4500 +760 -160.0 +78.0 -149,5 +760 -137.3 +760 920.0 +78.0 112.9 0 +75,0 450.0 +760 1 +75.0 -16-MT +760 450.0 +760 417.7 +75,0 409.8 +760 4007 +760 -88.0 -+7-9.-0 -:K-8- &E. 828A,E,I +75.0 405.2 +75.0 405.2 +75.0 4052 +75.0 4052 +760 75.6 +70,0 70.0 1 +83.9 -63.9 1 +563 -65.3 +61.8 91.8 74" C 1 +760 1405.2 +760 4062 +760 406.2 +760 4062 +760 768 +70.0 70.0 +83.9 •83.9 +88.3 -85.3 +61.8 •61.8 0,AF,H,J +760 450.0 +76.0 -18.0 +75.0 1460.0 +75.0 4600 +760 9400 +75,0 4312 +760 419.8 +760 403.7 +760 •97.1 G +760 -144.8 +760 -144.8 +75.0 444.8 +760 144.6 +60 -104.0 +760 -86 2 +76 +76 O +71.2 71.2 A,E,I +75.0 -81.6 +760 -81.6 +76.0 745 +760 78.7 +616 43.8 +80.5 -80.6 +67.0 •67.0 +503 -80.3 +47.7 -47.7 w C +75.0 -81.8 +760 -81.8 +75.0 -81.8 +760 -81.8 +712 712 +6.6 45.5 +8,5 •68.8 +61.1 -51.1 +47.7 47.7 B,D,F,H,J +75.0 -150.0 +760 -1500 +760 46I0 +760 4600 +760 -133.6 +760 4229 +76.0 411.5 +760 968 +75.0 -89.5 +760 4112 +760 11 +78,0 4122 +75. -112.21 +760 -87.9 --+X-0 90.1 +76.0 81.8 +703 703 *88 A,E,I +8.1.6 4Z25 +825 •$2.6 +62.6 •82.5 +826 4LB +88.0 -811.0 +86.3 -85.3 +622 4522 .+47-51 -47.5 +442 •44.2 8„ C +62.6 92.6 +825 -82.5 +825 -0-6 +82.5 •82.6 +62.5 4525 +820 4520 +65.9 •58.9 +47.5 -47.6 +442 442 S,D,F,H,J +760 -1172 +760 4172 +75.0 4172 +75.0 -117.2 +760 1172 +75.0 418.3 +760 404.8 +760 1 -88.1 +75,0 WS - G +78.0 98.9 +7611 •85.9 +78,0 9 +75. 45.9 +78.0 +75.0 46 3 +760 - 8 3 .3 8 459,8 A,E,I +61.4 -51A +6D.9 4509 +094509 +80.9 4;09 +509 90.9 +8,9 •60.9 +48.3 48:3 +43.5 43.6 +41.7 -41.7 C +51.4 -51.4 +8.9 4509 +509 4509 +8.9 4509 +8.9 4509 +8.9 -W-9 +80.9 4509 +45.3 45. • 3 +42.0 -42.0 1083/8" B,D,F,H,J +760 95.4 +760 -965 +75.0 45.4 +760 •85.4 +760 45.4 +760 45.4 +760 964 +760 45.0 +76.0 78.7 + 707 + -MO +70,0 70.0 -+70-0 -70-0 +70-0 .0 +70,0 -70-0 + -+W3- .7+57.7 .7 A,E,I +600 •800 +49.5 49.5 +49.4 • 9.4 +49.4 414 +49.4 49.4 +49.4 49.4 +47.3 -47.3 +42.9 419 +41.1 -41.1 78« C +80.0 450.0 +8.5 -0.5 +49.4 •49.4 +49.4 -49.4 +49.4 -444 +49.4 -W4 +49.4 -49.4 +460 •460 +41.7 •41.7 B,D,F,H,J +76.0 43.8 +75.0 -82.7 +75.0 -0-8 +760 -926 +760 428 +75.0 928 +760 928 +760 -64.4 +75.0 78.2 +88.8 0 47.9 +87.9 -67.9 +87. 47.9 +67,9 •67.9 +87.9 -07.9 +61.9 •8.1.9 +67.3 -67.3 A,E,1 +47.8 -47.8 +48 9 48.8 +48 7 �t8 7 +48 7 48 7 +48,7 -48 7 +48 7 -48 7 +46.0 «48.0 +41.7 -41.7 +39,8 -U-9 m 111« C +47.6 -47.6 +48.9 -48.9 +48.7 18.7 +46.7 •48.7 +48,7 -46.7 +46.7 46.7 +48.7 •48.7 +44.6 -44.6 +412 412 Bu�gCmb S.D.F,H,J +75 0 8.3 +760 -88.0 +75.0 -87.7 +76.0 87.7 +76.0 87.7 +75.0 87.7 +760 87.7 +75.0 -83 8 +75.0 77.3 wO 8 b 61. * .3 84.3 3 84.3 + .3 84.3 +84.3 84.3 +84.3 454.3 +81.3 8t.3 +8.7 7 A E,1 +49.7 -41.7 +40.7 •40.7 +40 0 x10.0 +40 0 -40 0 +40 0 10.0 +40.0 -40.0 +4CLO -40.0 +38 7 38 7 +30.9 .8.8 120« C +41.7 -41.7 +40.7 •40.7 +40.0 •40.0 +40.0 -40.0 +40.0 •40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 40.0 B,D,F,H,J +76.0 78.1 +78.0 78.4 MILD 75.0 +760 760 +760 78.0 +75.0 -75.0 +760 760 +760 760 +760 75.0 t t t t r r r r O +57. 457. +8.0 0 +55.0 456 +85.0 0 +560 •88.0 +BSA 55 0 +85.0 45.0 1 +55.0 -65.0 1 +86.0 1 4560 GLASS TYPES: A.3/18-ANNEALED •• ••• • • FJ L 1/8-T,9/18°ASR SPACE 118-T TEST REPORTS:F1L�1880 B.3N8-TEMPERED • • o. F7L-6005 C.1/4° D •• •• • • • •OP13Mr4 ,ro18-T,7118"A6R SPACE,,3l18"T * SB708 D.1/4°TEMPERED •• • L•13W L 18-A,1/2- A A E.13/18°LG.,lAr 9/18"AIR WAVE,1 A J ,3M /2-ABR SPACE,1lrT ?1• co li :�� FA 4MV a I 7amsoa PARAO EIS"SAWeF. • aim DESft3Al PRESSsix URES XOX(114-112-114) ' ��3 .......... G?, 'F''•. �. NEW- Fx a nt�aa:sPar�cmd TO GLASS rnos-c •• a eqk .HORIZON]7lL ROLLER IOW Ai4�7 ��iir�O1 <t •� AS •mlon" • . • : : ro rots=2 -1 4127�D C a�>piwam Ps ••• • • • • ••• XOX(1/3,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE V SMALLER)TABLE 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 24" 28" 38" 38 318" 48" 80 818" 84" 80" 83" A,C.E,1 +7&0 144MO +7&0 44MO +7&0 42&8 .+75.0 141&5 +75.0 -90.0 +7&0 -84.4 +75.0 -7&3 +69.2 •60.2 +6.6 485.5 4r B,D,F,H,J +75.0 -150.0 +75.0 -160.0 +76.0 -150.0 +75.0 460.0 +75.0 -160.0 +7&0 450.0 +75.0 -U&7 +78.0 -129.8 +75.0 4227 G +75.0 46MO +7&0 450.0 +75.0 450.0 +76.0 460.0 +7&0 423.8 +75.0 416.1 +75,0 -107.8 +75.0 -95.2. A.C,E,I +75.0 414.8 +7&0 414.8 +75.0 414.8 +75.0 410.2 +76.0 -83.1 +75.0 77.9 +72.0 72.0 +63.8 483.8 +60.1 -Ml 8;31/8" B,D,F,H,J +78.0 450.0 +75.0 450.0 1 +76.0 -150.0 +75.0 460.0 +75.0 460.0 +7&0 -146.0 +7&0 -135.1 +76.0 419.2 +7&0 412.8 G +75.0 46MO +78.0 480.0 +75.0 450.0 +75.0 4M.0 +7&0 414.3 1 +75601407.1 +75.0 499.1 +75.0 -87.4 +7&0 -82.8 A,C,E,i +75.0 -90.0 +76.0 -90.0 +71L0 49.0 +7&0 •80.0 +75.0 75.8 +70.9 70.9 +e5.5 -M5 +57.8 487.8 +54.3 -54.3 or B,D.F,H,J +78.0 450.0 +75.0 -150.0 +76.0 -150.0 +76.0 4600 +75.0 442.1 +75.0 -132.8 +7&0 422.7 +76.0 408.0 +7&0 401.9 G +76.0 -123.8 +750 423.8 +71L0 423.8 +75.0 -123.8 +75.0 -104.2 +75.0 497.5 +75.0 -90.0 +78.0 79.2 +74.7 74.7 A,C,E,I +74.4 74.4 +74.4 -74.4 +74.4 74.4 +74.4 74.4 +70.8 -70.8 +88.1 43&1 +�.9 -M.9 +63.4 -53.4 +M3 -50.3 Or 13,D,F,H,J +78.0 4315 +7&0 -139.5 +75.0 439.5 +75.0 439.5 +75.0 4327 +76.0 423.9 +78.0 -114.2 +76.0 -100.2 +78.0 94.4 G +7&0 -1023 +75.0 4023 +75.0 4023 +75.0 4023 +78.0 497.3 +75.0 4EI.8 +7&0 483.7 +73.5 -73.6 +69.2 -692 A,C,E,I +82.6 482.5 +8'1.5 482.5 +826 482.8 +825 4x1.6 +82.5 4828 +82.1 4821 +57.1 -57.1 +60.0 •6.0 +47.1 .47.1 72" B.D,F,H,J +75.0 417.2 +75.0 417.2 +76.0 -1172 +75.0 -117.2 +75.0 417.2 +75.0 41&6 +75.0 407.1 +75.0 493.8 +75.01 -3&2 G +75.0 4EI.9 +75.0 4M.9 +7&0 436.9 +75.0 4EI.9 +7&0 -88.9 +75.0 488.4 +75.0 7&8 +0.8 -MS +84.7 44.7 A,C,E,I +69.2 -59.2 +59.2 40.2 +69.2 59.2 +59.2 59.2 +59.2 -69.2 +69.2 1 -59.2 +5&0 1 -WO +49.0 49.0 +48.1 98.1 74" B.D,F,kJ +7&0 -111.0 +75.0 410.8 +7&0 -110.8 +75.0 410.9 +75.0 -110.9 +75.0 410.9 -+7&0 405.1 +75,0 491.9 +75.0 -88.4 G +75.0 -81.4 +78.0 -81.4 +7&0 -81.4 +75.0 481.4 +7&0 431.4 +7&0 481.4 +75.0 77.1 +87A 487.4 +83.4 433.4 A.C.E.1 +48.9 48.9 +46.21 46.2 +46.9 45.9 +45.9 -45.9 +48.9 45.9 +48.9 45.9 +4&9 45.9 +44.7 44.7 +420 420 84" B,D,F, J +75.0 437.9 +75.0 43&6 +7&0 46.1 +7&0 43M +7&0 -Ml +75.0 488.1 +7&0 488.1 +76.0 -83.9 +7&0 7&7 G +84.5 484.5 +63.6 483.6 +8&1 -83.1 +83.1 -83.1 +0&1 -83.1 +6&1 433.1 +63.1 433.1 +61.5 431.5 +57.7 57.7 A,C,E,I +41.7 41.7 +40.7 -40.7 +40.0 40.0 +�&O 110.0 +400 400 +40.0 40.0 +40.0 40.0 +40.0 130.0 +40.0 •400 90" B.D.F.H.J +75.0 7&1 +75.0 7&4 +75.0 75.0 +75.0 7&0 +75.0 -7&0 +75.0 76.0 +7&0 7&0 +78.0 7&0 +75.0 75.0 G 1 +67.3 1 57.3 +68.0 5&0 +SSA 55.0 +55.0 5&O +5&0 1 -56.0 I +85.0 -665.0 +65.0 5&0 +88.0 -ML0 +85.0 580 GLASS TYPES: A.3/1W AM4EALED F.1311W LG.,1/8"T,9/1W AIR SPACE,1/S"T TEST REPORTS:FTL48M B.3118°TEMPERED G.1311@'LG.,3f18"A,7/18"AIR SPACE,3H8"A PROVE=Itev1W FTL-6005 C.114"ANNEALED H.13/16"LG.,3!18'7,7/18"AR SPACE,3/18"T vinaallLth.i7 �� D.1/4 TEMPERED I.13/16"LG.,3/16"A,1P1"AIR SPACE.IWA E.13/18°I.G.,1/8"A.9118"AIR SPACE,1/8"A J.13118"LG..3/16"7.1/2"AIR SPACE,1/8"7 By �unrr •• ••• • • • %%dg!LYNN$q • • •• ••• • • • �'*� Na tIB708 .tp m7!/1 c lKOGK4AM7M5lMffr 3/GVPRESWRES XOX 9/3.9/3.9/3 =� sTATEOg AK 4W a t eTAOLEMFERASMSIs aAWM •N°10AMM6 3..,s • '.,O�ssFt......p Oma=; Fit B/tm A AIR DRAMMASOrrFME-.t •• • v.�tipogMe ALtIKMRIMWALROLLER W11100 ,,NON•1MPAGT ,, OA.WNW w ��.•• FA �dwJJA ••• i • • i /1�t0 e14NTS 3 s 12 °4"4127-M � J&LYtIN P.H. C nesawos ••• • • • • ••• OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) TABLE 3. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 24" 28" 38" 38 318" 48" w 818" 84" 80- 83° A,C,E,1 +75.0 450.0 +75.0 450.0 +75.0 45.0 +76.0 160.0 +75.0 447.0 +76.0 13&3 +75.0 428.6 +76.0 -114.3 +75.0 40&3 24" B.D,F,H,J +75.0 460.0 +76.0 45.0 +75.0 45MO +76.0 15.0 +75.0 450.0 +76.0 450.0 +75.0 450.0 +75.0 450.0 +76.0 -15.0 0 +75,0 45.0 +76.0 450.0 +75.0 45.0 +76.0 15.0 +75.0 45MO +75.0 460.0 +76.0 450.0 +75.0 45.0 +76.0 -15.0 A,C,E,1 +78.0 -150.0 +75.0 450.0 +75.0 450.0 +76.0 15.0 +76.0 -136.2 +76.0 127.1 +76.0 418.0 +76.0 404.8 +75,0 39.2 28112" B,DF,H,J +75.0 150.0 +75.0 150 +76.0 15.0 +75.0 -15.0 +76.0 4800 +780 45.0 +75.0 460.0 +76.0 460.0 +78.0 45.0 0 +75.0 4MO +76.0 1460.0 +76.0 15.0 +76.0 15.0 +75.0 45.0 +76.0 45.0 +75.0 -15.0 +76.0 460.0 +75.0 45.0 A,CAI +76.0 450.0 +75.0 14M.0 +75.0 1444.2 +780 433.5 +75.0 -103.4 +76.0 498.8 +76.0 -0.5 +76.0 7&9 +74.5 74.5 37" B,DF,H.J +76.0 460.0 +75.0 450.0 +76.0 450.0 +75.0 15.0 +7&0 -15.0 +71L0 15.0 +76.0 44.0 +76.0 -140.3 +7&0 432.5 0 +7&0 45.0 +75.0 15.0 +76.0 450.0 +75.0 -15.0 +76.0 -15.0 +75.0 45.0 +75.0 439.2 +76.0 -122.8 +76.0 -116.9 A,C,E.1 +76.0 407.0 +75.0 107.0 +75.0 407.0 +76.0 407.0 +7&0 -5.3 +75,0 79.8 +73.8 73.6 +84.2 -64.2 +5.4 -80.4 48" B,D,F,H,J +7&0 -15.0 +7&0 15.0 +76.0 460.0 +76.0 45.0 +75.0 45.0 +76.0 -142.1 +7&0 -130.7 +75.0 114.3 +TBA 107.8 G +75.0 -150,0 +75.0 450.0 +76.0 -160.0 +780 46MO +780 -133.4 +76.0 424.3 +75.0 414.3 +78.0 -1000 +7&0 -94.2 A,C,E,I +75,0 -Ml +7&0 -87.3 +76.0 -87.3 +75.0 -87.3 +7&0 79.7 +74.7 74.7 +8&5 •86.6 +5.7 -58.7 +5&1 -58.1 51fi" B,D,F,H,J +76.0 15.0 +75.0 460.0 +76.0 -15.0 +75.0 45.0 +75.0 4428 +78.0 4328 +7&0 -121.8 +76.0 -10&1 +76.0 -5.7 0 +7&0 437.1 +75.0 -136.9 +7&0 -13&8 +76.0 43&8 +76.0 425.0 +75.0 418.2 +75.0 -108.6 +76.0 -W-9 +76.0 -87.3 A,C,E,I +7&0 -5.6 +780 -84.8 +76.0 -84.6 +7&0 484.6 +76.0 78.9 +73.9 73.9 +67.8 -87.8 +69.0 40.0 +88.4 -0.4 8i' B,DF,H,J +76.0 460.0 +760 950.0 +780 45.0 +780 -15.0 +76.0 -141.4 +76.0 431.4 +75.0 420.5 +7&0 404.8 +76.0 18.8 0 +75.0 433.1 +78.0 -131.6 +780 -131.5 +780 931.5 +7&0 -123.7 +780 116.0 +76.0 401.4 +76.0 -91.8 +78.0 39&2 ACX,l +71.3 71.3 +69.7 •88.7 +0&5 4&6 +5.5 4ML5 +86.5 -88.6 +5.6 •86.6 +83.3 -63.3 +54.9'. 44.9 +61.5 -51.5- Or B.D,F,H,J +76.0 -12&8 +7&0 423.9 +780 121.7 +780 -121.7 +75.0 -121.7 +7&0 421.7 +75.0 412.8 +76.0 497.8 +7&0 41.6 G +7&0 410.9 +76.0 -15.4 +780 -108.6 +75.0 -108.6 +7&0 15.5 +75.0 -10&8 +78.0 3M.5 +780 496.4 +75.0 -5.0 A,C,E,1 +61.1 .81.1 +68.2 -5.2 +5.8 •58.8 +68.8 -5.S +5.8 •5.8 +68.8 -68.8 +68.8 •58.8 +61.6 -51.8 +48.3 48.3 5" B,DF,H,J +7&0 15.7 +78.0 4083 +75.0 1400.8 +780 40MO +780 15.6 +780 900.8 +780 400.8 +780 -9'1.8 +780 •5.8 0 +75.0 -Ml +78.0 3121 +7&0 •88.0 +75.0 •88.0 +75.0 40.0 +75.0 450 +76.0 •5.0 +780 •5.3 +76.0 781 A,C,E,1 +53,6 453.5 +61.6 -81.5 +47.5 47.6 +47.8 -47.6 +47.6 -47.5 +47.6 -47.6 +47.5 -47.5 +47.5 .47.5 +487 41.7 72" B,D,F.H,J +75.0 -981 +75.0 391.8 +780 -84.5 +75.0 44.6 +780 -84.6 +780 -84.5 +780 -84.5 +780 44.5 +76.0 -81.3 0 +75.0 -83.2 +75.0 -801 +73.9 73.9 +73.9 73.9 +73.9 73.9 +73.9 73.9 +73.9 73.9 +73.9 73.9 +71.1 71.1 a,C,E,I +81.3 51.3 +48.4 -98.4 +480 48.0 +46.0 460 +460 x16.0 +46.0 -41.0 +460 •45.0 +45.0 •46.0 +45.0 -46.0 altyUmPlmt� T4" Cab B,D,F,H,J +76.0 -81.3 +780 -87.8 +76.0 -80.1 +780 •5.0 +75.0 -80 0 +76.0 -5.0 +78.0 -80.0 +T&0 -5.0 +75.0 490.0 0 +75.0 7&9 +7&0 76.8 1 +70.1 1 70.1 1 +70.0 I 70.0 +70.0 70.0 +70.0 1 -MO 1 +70.0 700 +70.0 70.0 +70.0 70.0 GLASS TYPES: A.3111"ANNEALED F.1311(r LO.,1/8-T,8118"ABR SPACE,1/8-T TEST REPORTS:FYL-4857 B.3118°TEMPERED 0.13118°LO.,3111°A,7118"AIR SPACE,3H8'A FTL C.114"ANNEALED H.13118-LG.,3M8°T,7116°ASR SPACE,3116-T t t t t t TEMPERED �VY1414 4g, E.13118-LLO.,VB°A,OMW ASR SPACE.118r • • • J.•13MW Li9�R 3118-T 1#7 ASR SPACE.VB°T • •i i i i i i•i • _-* No.68705ami aim ami * " vai �-O' Q 6• h W .4L l�17H! C i1�OCtW17iG81�TOF umw Raw DESIGN PRESSURES ND OXAXO WINDOWS �� Fcoato . PK 4HPo7 B I TAKEDPBPMANML-1 8A1� . • L8(a!8 �i� S''•......... FK a awEPaCE a Tocatase7rPEse-a mai am Roam -•• : P ZJ AA HORIZONTAL ROLLER IN g DOW NOAf-�AC7 '�i�`,5�1//0��1AL t 0i US PA 17om .d.R ••• lod�a • • • i • i!laBu NTS 4 d !2lemb 49A 27-20 FJCC Pt�etq� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27W 27 3f8 27 ° MAX54 511WMAX DLO FIXED MAX.DLO MAX.DLO VENT mm D D B 8 B B x Ox / — — x o_ x 118°MAX.WIDTH LF.FRAME ------1 X.VA MVr7LKFRAMHE� W MAX WIDTH FLANGE FRAME soy MAX WWH FLANGE FRAME DETAIL B-XOX(1/41121/4) DETAIL C-XOX(113-1/3-1/3) NOTE: 338H8"MAX 338MW MAX 1.SEE SHEETS FOR VERTML AND M2I WAL 8WrWN DETAILS. DLO FD® c DLO VENT Fl— W� SEALANTORGASKET FLANGE HEAD AND BILL A I FRAME ALL 16 573W w I OONFIQ Mn / / MAX D�A / / D ALL 1b LF.FRAME PRODLICrRWAM LliE8 / / ' MAX ay aswmpiymgwlbOmFlodBs g I x c ALL No ry N t 1 13 FLAK FRAME 11 U %�(LYNN c • • • • • • • ••• ® �j6ENSF' :do 73�MNL WIDTH LF.FRAME • •• i i i• D i •• VIEW D- '• 74-MAX WIDTH FLANGE FRAME • • • • ••• •• ••• i i ••' (FRAME CORNER CONSTRUCTION) *f Na 68705 DETAIL A-OX OR XO im 41 .d.L lW/11 C NOC1 YMBF0DT 8 ELEVATIONS =�0' 3TAT80F ;'2iU FXRNaw lie 0 9®e •'•.FCQ9B :••'�`� F1L sawa d it��lEti •• 0 P* • AWM H�lONTAI ROLLER WWDOVI;NOA ACT �'�iir010N�1A�I{.ole• FK 21d7R� / ••• s • • • lOTBlO AIT3 6 s 12 4127.020 �t�[ER Pa C AXYM ••• • • • • ••• • • • •• •• • • • •• •• ••• 0 • • 000 • • RaMOR 37 3t 38 22 ' 39 1 22 P >y,q 18 2 EXTERIOR INTERIOR 13 21 MAX vEWr oto I-- tnax.FD®oto ---I rotivc.vElvr oto Mnx V011DTFI(Ftpuu3E FRAIM EXfERm 18 SECTION B$ ® 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE®FRAME) MAX INTERIORHMQKT 17 36 32 37 Fl ANM 39 FRAk1E MAX VENT oto q 16 MAX a-z FDM DLO 22 �-- mAx FLIED oto--� ® MAX VEM•DLO I 43 r� MAX WOM P.FRAM 21 MMMR SECTION A-► 24 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FilFRAME) 8 2Z 21 ®41 22 tcrteavts>tto 2 m�tyma�mu.t 12 24 8 EXTERIOR ULTERIOR A=Gq=wND ' 7 12 7 21 EXTERIOR INTERIOR 6 q0 • •• Ile 42 SECTION C-C ® •• ••� . •• :S$L••• HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME)A (VERTICAL SECTION,I.F.FRAME)® '�':• �,ys t AA �m1 a a�1 7/lBl r %per: -M0 Fx 4AW a WE& AN t g2dMftAND to aalba 3ECTION3 FLANQE&INTEGRAL FIN �,�.s..2ot�op Fx c✓taw a MQVAM7MMWr •• • • • i a • i AUM HORIZONTAL ROLLER WDVDOW NOAOACT eenmume C at.ne, t+a Fx a�rme .r� ... . ... . r.sopa. •v ae . , ftW e -7a '49.27-M ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MW DWG#IRM DP$CRIPTION MAIL PGIV JTM DWGN RVA DISCL2EMN I MAIL PGP# I 4102 A FLANCEFRAMEHEAD 6063-T6 AL 617237 84 13/16"10 1/9"ANNEALM,9/16"AIR SPA US"ANNFAIFD 2 4025 SASH STOP ANT]UFT 6063-T5 AL 612244 85 13/16"10 V8"TRAPERFD 9/16"AIR RA 1/8"1 BMPI 3 #8 X 3/4 PH.PAN HEAD 7834AA 86 13/16"10 16"ANNEALED 7/16"AIR SPACEL 3/16"ANNEALED 4 4053 SASH STOP C OVER SH STO 6063-TS AL 87 " 13/16"K3 16"TEMPERED 7/16"AIR MACE3/16"17?IMPFRFA 6 4136 FLANCEFRAMESILL 6063-T6 AL 64136 88 " 13/16"10(3/16a ANNEALED,1/2"AIRSPACE,I/8"ANNEA 7 4137 SILLADAPTOR 6063-TEAL 64137 89 " 13216"l0 16"TffiMNW l/2"AIRSPAC�,1/8"TE114PE1tED 8 1 4131 1 ROLLERTRACK 6063-TEAL 64131 90 1014 SCREEN FRAME OR&VER. 3105-HUAL 61014 10 71298 WEEP HO ECOVER POLYPROP. 71298 91 1630 SC UM CORNER KEY W/R1NGS POLYPROP. 71630 12 16M ADHE MOPIONCEELFOAMPAD 7PAD1626 92 lei SCRMCORNER KEYW/OUTRINOS POLYPROP. 71631 13 40M A FLANGEFRAMEJAMB 606:3-TEAL 612225 93 1073 SCREEN SPRING STET. 7CASP 14 4134 OASXWFORMAINFRAMESILLJOINT 74134W/K 94 1&A SCREW SPLDM-.13S DIA.FOAM EM PVC 61624K 15 11SS #8 X 1.=QUAD PN.SMS 781PQA 95 1635 SCREW SPUM-.135 DIA.HARD EM PVC 61635% EEN 16 4110 0 SCRADAPTOR 6063-13 AL 641100 1 ISCREEN CLOTH 61816 17 1 4054 1 B FDMMFEI'1NGRAIL 6 T6AL 64084A 19 4066 WSTP 187X M FIN SEAL 640660 21 4108 SASHTOP ANDI3OMM RAIL 6983-TS AL 617240 22 1683 WSTP X.2MBACC,FINSEAL 616830 23 223-1 RQUERHOU8NO&C8l1DE 42112HD 24 226 BRASS ROLUR WI3ffi$ BRASS 7BRWHL2 2710 29 4128 HORMONTALROLLFRSASHTOP CMIDE POLYPROP. 44128N 32 1 4006 1 D SASHMEEMORAIL 6063HS-TEAL 64006 33 • 123S WF I70X.270BAMFIN SEAL 679160 3S 1096 SWEEPLATCH DWPCAST 71096 36 1 10161 #8X.62S PH.FL SMS 7858 37 4126 SASHSWERAIL 6063-TSAL 641% I 39 7070 BUIR WEATHERSIRIP.187X.295 67070K L- 40 LWrRAILCOVF1tCAP 74078"0 LOR 41 4139 LF.FRAMEHEAD 60L3-T6AL 64139 ® 41 I.F.FRAME HEAD 42 4140 LF.FRAMESIIL 6Q63-T6 AL 64140 ® ® 04139• -To 43 4141 LF.FRAMEJAMB I 6063-TEAL 64141 50G AZEQGM DOW 899 MOR UIVALENT SI 1224 VINYLCLAZINGBE4DBULB 6TP247W 7L�: 2t AVNW 52 1225 VomaAZE80BFADBULB 61WA8 L_ 401awavi ludamimn;o IB S7 4 QAZINGBEAD-3/16"&1/4" 64014 082 do 1 A 4046 A C�4AZMBFAD-3/16"&1/4"W/CRRL 6063-T5 AL 644842 &16 59 4067 C LAZINCIBEAD-13/16" 6063-T5 AL 64067 3/16"ANNFALI3D 1 M 81 " 3/16"TEMPEREDOFRAME JAMB 82 " 1/4"ANNEAL ® #4141.ONS-T81 t 11 t i i l LL 83 1/4"TEMPERED •• ••i i i ••• i i •• .��1`I`��L• 41, • • • • • • • • • O 710 , �: ft 68708 •• ••• •• • • • •• I.F.FRAME SILL AL #4140,60&9-78 xuwvfl umPARTS LIST •FX 41MnMW1 i ..FCOtd9P.'p,��• FJG A AmsFncEv2,t�orr®asemew.• • •BMW �fw aft • i n • ALM HORI'i!OMAL ROLLM VI/61IDOW NON-MACT FJC 2WIW JJ ••• • ••• 4• d9stbb Bauer !•9 NTS 7—TAM a 12 4127 C w�Wit' Pa ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 .082 1.187 + W 82 1 t 3A 90 2.784--1 4"�----2.710--moi �_ •�2 O FLAN94102&MOB-TO GE FRAME HEAD FLANGE TO rEe SILL OFRAME, � 13FLANGE"FRAME JAMB. GOWTO •788 082 � VA43-4.417 � �440a� SASOSTO H P6083-75 O R 041311,0 .0083-YO 17 M RAIL 9404%0083HD-70 t2i 79 L1.e3 J87_ 21 SASH TOP&BOTTOM RAIL O SASH MTG.RAIL 37 SASH SIDE RAq. 84108,8083-TS ,8083H8•T8 941 , 083 76 Woa(Ui ewe t.067 � 1.�7 qjn id . Ift 060 .660IF .s 1,W7 111 U f! O GLAZING BE 3/18°OR 1/4° ••®•t�L�lNG BEADM6"OR 1/4° O GLAZING BEAD,13/16" ,�� 040140.8063.78 • • • 1 1A9�7.8Q83•TS �`%� *q'ucENyFp•�� • •• • N'1111.... • • • • • • • • • *' Na 6870600 000 00 MF ' d q. L P BC •� ,PLs8��a8•i •aml MOCHANGE 7M814 EXTRUSRS -- �i��''`S•iS'�OSFCTNAO AID ai4ME78SM7 • • • • • PJG A 2WACT PA t b 8 •• ••• • • 1 xar AIIffil0 /IBII 8 w 72 4127 C A PA.- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QU TITIES,XOX 114-1f21/4 FLANGE FRAME iMNDO1WS TABLE 4 NOTES- GLASS TYPES A,C.EJ GLASS'fYPESB.D.F.Q*KJ 1.ANCHOR TYPES: ' ANCHOR TYPE 2.S,WOOD 2,CONC 1,COPS 2.3,WOOD 2,CONC 1.CONC 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(GS) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE HEAD&SLI- HEAD&SILL HEAD&SILL. HEAD&SILL HEAD&SILL HEAD&SW 2 GA.3tur ANNEALED GLASS LASS IL SW TEMPERED GLASS w v Il it I I I I RlANNEALED GLASS 83.125 x 38.376 1•K2+1+(2+1 2 1+C3+1+CS+1 2 1+C3+1+CS+1 2 1+CS+2+C3+1 2 1+CS+2+C3+1 2 i+C3+2+03+1 21 D.1/4"TEMPERED GLASS 48.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+03+1 3 1+04+2+04+1 31 E•13H8"I.G.,1B"ANNEALED,SMS'ARtSPACK 1A;"ANNEALED F.13M8'LG„'Iff TEMPERED,8/18'AIt SPACF,IW TEMPERED 80.825 1+C2+1+t2+1 311+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+CS+1+C3+1 3 1+C4+2+C4+1 31 0.13/18"I.G„3PI8'ANNEALED.7PIS'AIR SPACE,SMWANNEALED 84.000 1+C2+1+C2+1 3 1+1:2+•1+02+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+1+C3+1 3 1+04+2+04+1 3 H.13118'LQ,3M8"TEMPERED.7118"AIR SPAM,3MG'TEMPERED 1.13M5°LG..SMCO ANNEALED,1ir AIR SPACE,UB"ANNEALED 50.000 1+C2+1+C1+1 3 1+CZ+1+12+1 3 1+(2+1+(2+1 3 1+C3+1+C3+1 3 1+C3+1+p+1 3 1+04+2+C4+1 3 J.13MW LG„3MW TEMPQM,IW AIR SPAM.IW TBWBM SUM 1+02+1+(;2+9 3 1+(2+1+(2+1 3 1+(2+14(x+1 3 1+CS+1+C3+1 3 9+03+1+03+1 8 1+04+1+04+1 9 3.� R �� TABLE AND BASED ON THE FOLLOWING 60.0Wx 3&375 1+d2+1+C2+1 2 1+C2+1+C2+1 2 1+C3+1+C3+1 2 1+C3+2+CS+1 2 1+C2+2+02+1 2 1+C3+2+C3+1 2 OMM34SKM FOR WINLIOW SIZES NOT SHOWN.GO TO NEXT LARGER VkgNDOW`IN TABLE. 48.010 1+C2+1+12+1 3 1+1x+1+(2+1 3 1+02+1+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 3 1+04+2+04+1 3 H &SILL:10 Ue MAX.ON EACH SIDE OF MEETMG RAI.CENTERLINE. 60.825 1+12+1+12+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+CS+2+C3+1 3 1+C3+2+C3+1 3 1+C4+*WA+1 3 25 3f4 MAX FROM COQ. &1.000 1+12+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+03+2+C3+•1 3 1+C3+2+C3+1 3 1+C4+2+C4+1 3 * V MAX AND 22 IM MA C• O• 60400 1+01+1+12+1 3 1+C2+1+C2+1 3 1+12+1+2+1 3 1+C3+2+03+•1 3 1+C2+1+CS+1 3 1+04+2+04+1 3 060 031+C2+1K2+1 31+0x+1+02+1 3 1+02+1+12+1 31+03+2+C3+1 3 1+03+1+03+1 31+CA+2+CM1 3 TE 74.000x3&378 1+C2+1+12+1 2 1+(2+1+C2+1 2 1+C3+2+C3+1 2 1+C3+3+CS+1 2 1+12+2+(2+1 2 1+CS+3+C3+1 2 48.000 1+12+1+(2+1 3 1+12+1+02+1 3 1+{2+2+12+1 3 1+03+3+05+1 3 1+03+21-003 1+G4+3+04+1 S 1+CSOA 3+1 3 CHORQUANTI YPERJAMS 60.8E 1+01+1+C2+1 31+C2+1+C2+1 31+C2+2+C2+1 31+C3+3+C3+1 31+C3+2+CS+1 31+04+3+04+1 3 HEAOINDSIlLANCHORQU/WTRY• A CLUSTER OF(3)AN12ORS OMMED 84.000 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 1+02+2+02+1 3 1404+2+04+1 3 1+C3+2+C3+1 3 1+(4+8+04+1 3 AT EACH MEETING RAIL PL4IS(1) 80.00D 1+C2+1+(2+1 3 1+C2+1+(2+1 3 1+C3+1+03+1 3 1404+2+04+1 3 1+C3+2+C3+1 3 1+C5+2+CS+1 3 ANCHORAT EACH OPERABLE VENT G&OW 1+C2+1+C2+43 1 K2+1+02+1 3 1+C3+1+C3+1 3 1+p+2403+1 3 1+(3+2403+1 3 1+04+2+04+1 3 �(4)ANCHORS AT FDOE]SECTION. (12)ANCHORS TOTAL AT HEAD MID SILL. 84.000x 3&376 1+C2+2+12+1 2 1+C2+1+02+1 2 1+•C3+•2+C3+1 2 1+C2+4+C2+1 2 1 1+C2+3+C2+1 2 1+0+S+ l 2 4&= 1+•C2+2+C2+1 3 1+CE+l+2+1 3 I+2+2+C2+1 8 1+CS+3+C3+1 3 1 1+CS+2+C3+1 3 1+C4+4+C4+1 3 (3'MI?L O.C.NK*OR SPACING) SDAW 1+C2+2+C2+1 3 1+C2+1+{2+1 3 1+C2+2+(2+1 3 1+CZ+3+CS+1 3 1+CS+2+C3+1 3 1+C4+4+C4+1 3 ( 3 n=L 54.= 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+04+3+04+1 3 1+C3+2+C3+1 3 1+C4+3+C4+1 3 I I -�F-8.MIK 60.060 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+CS+2+C2+1 3 1+C4+2+C*+1 3 1+03+2+05+1 3 1+C6+3•+C8+1 3 8SOII0 1+12+1+(2+1 3 1+02+1+(2+1 S 1+C3+2+C3+1 3 1+C4+2+CA+1 3 1+C3+2+C3+1 3 1+CB+S+C5+1 31 Ir- . a5 1(0.376x 38.375 1+C2+2+C2+1 2 1+12+2+12+1 2 1+C2+2+42+1 2 1+C2+3+C2+1 3 1+C2+$+2+1 2 1+C2+4+12+1 2 48.000 1+C2+2+C2+1 3 1+C2+2+{2+1 3 1+C2+3+(x+1 3 1+C4F4+C4+1 3 1+C3+3+C3+1 3 1+04+4+C4+.1 3 M RAIL,TYP• eB�+NY Q•i'wa 60.828 1+C2+2+C2+1 3 1+C2+2+{2+1 3 1+C2+•3+C2+•1 3 1+04+4+04+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.060 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(3+3+:3+1 3 1+04+4+04+1 4 1+C4+3+C4+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) l 60.100 1+{2+2+12+1 3 1+C2+2+C2+1 3 1+C3+ZtC3+1 3 1+C4+3+C4+1 4 1+04+3+C4+1 3 1+C&WC5+1 3 s 6&000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+CS+•1 3 1+C4+3+CM1 4 1+C4+3+04+1 3 1+0$+440$+1 3 -253"MAX 120.000 x 3&376 1+C2+2+C2+1 2 1+C2+2+{2+1 2 1+02+2+{2+1 2 1+C2+3+02+1 3 1+C2+3+02+1 2 2+(2+4+C2+2 21 Wr TYR 48.000 1+(2+24{x+1 3 1+C2+2+C2+1 3 1+C2+ 11 3 1 3 2+04+4+04+2 3 80.826 1+C2+2+C2+1 3 1+Cx+2+12+1 3 1+C24PKM+1 3 1+C5+4M4M 8 10C303+00 3 2+04+6+04+2 3 X O X 54.060 1+C2+2+C2+1 3 1+C2+2+12+1 8 1 1+(2+3482+•1 +M*4•C44" ♦ 1408+5+1211 3 2+04+5+04+2 T Nm 80.OW 1+C.2+2+(2+1 3 1+C2+2+t2+1 3 1+•C 34i•IC3+1 f+CA Y4tC4+ 4 tiC413+ 3 2+CS+S+C5+2 3 �RAIL, ®TYP. -* � 83.000 1+12+2+(2+1 3 1+C2+2+.C2+1 3 1+(2+3+(2+1 3 1+C4+4+C4+1 4 1+CA+3+C4+1 3 2+CBF6+C5+2 41 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS /j J.0 tOH7H1IA < 7iB8OW °"0 �� STA 0 94� aJc 4 Rer r�noasasa cu�ratr r • • �s ANCHOl7r4GE3PAC/NO,XOX 9/4-112-114) S+•.,!�tm..... ? aJc Awe GIAS8T/M67MW4 • : v ; A=HORODMrALROLLERYvwwlNOM-.WA(.'T •//��NAL.'ol• FJG 2Q7/OB 3/1205 ••• • •• • � • 4> Betas► 114at• NTS 9 u 12 x-4127,E a P� C ve" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES XOX 1/3-1J3-13FLANGE FRAME WINDOWS TABLE 6 MASS TYPES A C.E.I MASS TYPES B AF.G.H,J NOTES' ANCIIQRTYPE Z3.WOw 2.CONC 1.C oNC 2.3.vww 2.GONE: 1,comc 1.ANCHOR TYPES: &smTTtATE ZONES ZONES ZONES ZONES ZONES ZONES 1-V4 ELCO TARCONS 2-IW ELCO 384 CRETE•FLEX 3-02 STEEL SCREWS([ WMDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SLL 2 OLA88 TEMPERED r 4&000x3&378 1+C2+1+C2+121+(2+1+C2+121+C2+1+C2+121+C2+1+C.2+13I+42+1+C2+121+C3+1+C3+1 3 C.1/MANNEALEDGLASS 4&000 1+Q+1+C2+1 3 1+(2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+p+1+C3+1 3 D.lg*TgMPERED GLASS ODMS 1+C2+1+CZ+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C8+1 4 1+Cg+1+C3+1 3 1+04+1+04+1 3 E 1318°I.O.,VS'AN EALED,ONVApiSPA4f IWANNEALED F.13M8"LG.,'US°TEACP�D,Si18°AIR&+ACE,1/S'TSD 84.000 1+C2+1442+131+C2+1+C2+131+t2+1+C2+1 31+03+1+03+141+C8+1+C3+1 31+04+1+C4+1 3 0.13h8'LO.,3MrANNEALED,7M0°AIRSPACF,3M(rANdVEALM MOM 1+C2+1+t2+1 31+(2+1+C2+1 31+02+1+2+1 31+C8+1+C3+1 41+C8+1+C3+1 31+C4+1+CA+1 3 H•13MS"LG.316"Tom.7HWA9ZSPACE,3MWTEMPERED om 1+C2+1+C2+•1 3 I+t2+1+C2+1 3 1+C2+1+C2+1 3 1+C+T4a+1 4 1+C3+1+C8+1 3 1+04+1+C4+1 3 1.13MS'1.0.,3M8"ANNEALED61/2°AIRSPAt:E IWANNEWW 83.128x 39.378 1+(2+1+02+1 2 1+(2+1+02+1 2 1+12+1+C2+1 2 1+C2+14C2+1 3 1+C2+1+C2+1 2 1+03+1+C3+1 3 J•13118"M.VWTEMPERED,IW AIR SPAM IW TAPERED 4&OW 1+C2+1+2+1 3 1+C2+1+•CZ+1 3 1+102+1+02+1 3 1+CS+1+CS+1 4 1+C8+1+CS+1 3 1+C4+1+04+1 3 &WNDOIYANCHOR QIIAN M ARE PERAWAOW TABLE AND BASED ON THE FOLLOWING Soms 1+(2+1+C2+1 3 1+C1+14MI 3 1+C2+1+C2+1 3 1+03+1+C3+1 4 1+CSM+C3+1 3 1+04+1+04+1 3 DMURNNIONS. FORSM WT .GOTO NEXT LARM WINDOW IN TABLE 84.000 1+t2+1+C2+1 3 1+0+1+0.1+1 3 1+02+1+02+1 3 1+C3+1+C3+1 4 1+C+I+C3+1 3 1+1001+04+1 3 &S1LL•10112'MAX,ON EAOH SIDE OFh!EEllNG RAL 80.0.00 1+02+1+C2+1 9 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+CS+1+Cb+1 41143 1+04+1+II4+1 3 � 218 314'MAX.FROM CORNERS S&= I+2+1+C2+1 9 1+(2+1+12+1 3 1+02+1+02+1 3 1+C+1+CS+1 4 1+CS+1+103+1 3 1+04+1+04+1 3 Jam% r MAX FROIb CORNERS AND 221P2"MAX O.C. M WDx3&378 1+t2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+M+1 2 1+04+1+C8+1 3ol+C3+1+0S+1 +1 2 1+13+1+08+1 3 4&000 1+(2+1+02+1 9 1+C2+1+C2+1 311+02+1+C2+1 3 1+C3+1+Cg+1 43+1 3 1+04+1+C4+1 4 TABLE KEY. 80828 1+02+1+02+1 311+0+142+1 3 1+02+1+02+1 S 1+CS+1+C3+1 43+1 3 1+04+1+04+1 3 Q 84000 1+12+1+C2+1 31+C1+1+C2+1 31+C2+1+C2+1 31+C3+1+CS+•14 +1 31+04+1+CM1 3 ® +CS+1+C8+1 3 3RO.UAMWPERJAMB MWD 1+(2+1+02+1 8 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+03+1+C l 4 +1 3 1+CA+1+GN1 3 S&OW 1+02+1+2+1 8 1+C2+1•+C2+•1 3 1+02+1+02+1 8 1+C3+1+CMS+1 4 3 1+04+1M.4+1 8 t HST D AND SILL MICNOR Q11ANI ITIE8 88.0100x3&378 1•M2+1+42+1 2 1+C2+1+(2+1 2 1+42+1+0241 2 1+CS+1+CS►1 9 1+12+1+02+1 2 2+Cf►2+C8+2 8 A �IlANCi{ORSCENT� ON EACH MEETING RAO.PLUS(1) 48.0WO 1+C2+1+C2+1 3 1+C2+1+t2+1 3 1+C2+1+12+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 ANOM AT EACH OPERABLE VENT M028 1+42+1+02+1 3 1+t2+1+C2+1 9 1+C2+1+42+1 3 1+C3+1+C3+1 4 1+C3+1+C8+1 31+04+1+104+1 4 PLLW(1)ANC NIRS AT FUM SECTION. 84.0100 1+02+1+02+1 3 1+C2+1+t2+1 3 1+02+1+42+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 311+04+1404+1'-i (0)ANCHORS TOTALAT HEAD AND SILL. MOM 1+02+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+42+1 3 1+CS+1+CG+1 4 1+C9+1+43+1 3 1+C4+1+C4+1 3 (3'MOL O.C.ANCHORSPACING) BUM 1+02+1+(2+1 31+C2+1+02+1 3 1+12+1+C2+1 3 1+t3+1+C3+1 4 1+C3+1+C3+1 31+04+1+04+1 3 74.0W x 98.378 14(2+1+C2+1 Z 1+02+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+t2+1+C2+1 2 2+C3+2+0'S+2 3253Wp� 48.000 1442+1•K2+1 3 1+d2+1+C2+1 3 1+C2+1+C2+1 3 1+C8+1+CS*1 4 1+CS+1+CS+1 3 2+C3+2+CS+2 3 �_H I,.,,.3.MIN. IWAU 1+42+1+02+1 3 1+02+1+42+1 3 1+C2+14(2+1 3 1+CS+1+0,9+1 4 1+C3+1+CS+1 3 2+C4+2+04+2 4 84.000 1+C2+1+02+1 3 1+<2+1+C2+1 S 1+02+1+02+1 3 1+00+030.1 4 1+103+1+C3+1 3 1+04+1+C4+1 4 9"REF. O 00.000 1+C2+1+02+1 3 1+C2+1+02+1 8 14C2+1+C2+1 3 1+C3+1+CS+1 4 1+C3+1+C9+1 3.1+04+1+C4+1 4 T 88.000 1+C2+1+C2+1 3 1+C.2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+14 1+03+1+03+1 311+04+1+C4+1 3 MTG•�� A PRODLLTpgy� SUM x3IL378 1+12+1+CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+42+1+C2+1 3 1+02+1+4:2+1 2 2+C2+Z+M+2 3 !� °6�t�� 48.000 1+C2+1+Ce2+1 3 1+(2+1+M+1 3 1+C2+1+(2+1 3 1+CS+1+CS+1 3 1+12+1+C2+1 3 2+C3+2+C3+2 3 EXAWLE CLUSTER Wl Q'W.OF(3)ANCHORS MM 1+C2+1+C2+1 3 HI+C2- I +C2+1 3 1+C2+1+C2+1 9 1+C3+1+p+1 4 1+02+1+02+1 3 2+f3+2+CS+2 3 (SHOWN IN TABLE KEY ABOVE �p 84.000 1+(2+1+C2+1 3 +CZ+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 4 1+03+1+09+1 3 2403+2+03+2 3 4oHn�xt mr+d W.000 1+(2+1+C2+1 3 +C2+1 3 1+C2+1+42+1 3 1+CS+1+C3+1 4 1+0341+CS+1 S 2+010+WA*2 4 3W MAX. 830 1+02+1+02+1 3 +02+1 3 1+C2+1+10Z+9 3 1+CS+1+C3+1 4 1+C3+1+CS+1 S 1+G4+1+GN1 4 ! � T�• tl0�x 3ti 378 1+42+14(2+1 2 C2+1 Z 1+CZ+1+(2+1 2 1+02+1+62+1 3 1+02+1+02+1f244-2-104-214 Z+02+2 2 l t S'REF. `�` #LYNN ��, 40,000 1+02+1+02+1 3 C2+1 3 1+02+1+CV+13 1 +Q2+ 1E26M+,�.2+C3+2 2+103+ 3 � •••.. �"i�80.0028 1+Cd+1+02+1 3 C2+1 3 1K2+1+t@+1 3 1+ 1 1 12+03+29F S4.00W 1+12+1+Q+1 3 +02+1 S 1+02+1+02+1 1+q►1Amm 1+02+&+001+1 380 000 1+02+1+(2+1 S +C2+1 3 1+02+1 3 1 4 1 +C4+2 3 MTO•R.TYP• ® No•88708 69.000 1+C2+14C2+1 9 C2+1 3 1+02+1+02+1 al 1+03+1+43+1 4 1+53+1+0'S+1 QPLE CLUSTER W/ OTY.OF(4)AN(+iI'ICRS UA 1M7/01 Ia IIA00TA@88t42E7 ` src Il �` ANCHORAGE SPACING XOX 9/3.9/3-1/3 Fx 4W a 0t9mNm&fMLANXM 7 • 008FL N"Wns FJC alm A AVDAfRSRAce QL4SS VVFE5%THIrlgJ • : P : HMOWAL ROLLER tNMW NON-WACT �'�!s;S,�OWAL E ``• same+• NTS 10 s 12 412750 Fc A�F JG ?/27� JJ 30 ••• • ••• • • J N10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• 0 0 . . •.. • • . •.. as traIvp iro fNaLLLb _ ZZ n LL S1N • • • ••• • ••• f 77 SWAM 7l4 1 JV®,VdUWNON'AA I x377021?V1NOZ/LIOH �gma• • r my v Vd SAMNIM XO CIW 0X oWIMS3OV80HOW """vim a ssre oN � isuHoc sum rr S2iOHOW MAO'Alb IM 22315()10 iTdWVX3 9 Z+�Z b Z+EO+z 9 z+ba+z s L+so+L £ L+so+L s L+£O+L aoo£s som-ON — ® lNM b Z+Vi+l/ £ 94040 9 e+90+0 £ 4+£0+L £ L+CO4 £ L+80+LMOW �, • _L b Z+fi;1+Z £ L L £ L+p+L 9 L+EJ+L SZ9'OS ��i '�V •,,,. �,Y`�� O X b Z ! 4Z ! +Z+9" 9 _L+90+L £ &+£p+& E wo+L 000'9b 8 Z+q+Z Z Z+d)49 £ L+£O+L Z L+80+L Z L+q+L 9L£w x Ow'bl Z dAL.ZIL J+fflitttt 9 9+90+3 a L+£0+L 9 Z+Vj+Z £ L+90+L £ L+EO+L E L+80+L MOW n XVW.b!£ 9 Z+go+a £ Z+£0+z 9 Z+ri+Z £ L+EO+L £ wo+L £ L+fiD+L oco•e _ 9 Z+VJ+Z £ Z+£0+Z 9 Z+60+Z fi L+904 £ L+90+L 9 L+q+L 000'68 O (3A08V A31319V1 NI NMOHS) b z+b0+z £ Z+sa+z 9 z+sa+z a wo+L £ L+=+L E L+£O+L 9z9•o9 F ex SHOHONV E -40'Alb 1M?J31St)'IO3'1dMM b Z+VJ+Z s Z+£0+Z 9 Z+20+Z £ L+fiO+L s L+90+L E L+90+L ooOrft C ® £ Z+sJ+z s z+=+z b z+eo+z z L+EJ+L z M0 4z &+049L8.9£x o so y GoisaAai tonctas 9 Z+90+Z £ L+f,•0+L 9 1 Z+bD+t fi L+q+L £ L+EO+L fi L+£0+L 000•£9 $ 9 9+80+Z £ L+£0+L 9 Z+40+Z £ L+p+L 9 L+q+L £ L+£0+L 000•M O Q mag 9 Z+90+z E Z+£0+z 9 Z+60+ZIs L41=14 £ L+£0+L 9 L+£0+L 000'69 m 9 MOW s z+so+z 9 Z+V)+Z L+£0+L fi L+EO+L s wo+L 9Z9'0S y .bee 9r-�••�I 9 z+bJ+z £ z+£J+z 9 z+bJ+z L+so+L E L+=+L E wo+L o0 9b -L1 IF Z+£0+3 £ Z+£0+Z b Z+£0+Z L+£J+L Z L+£0+L Z L+£0+L 9L£'9E x 000'0 (ON1OMMNOHOW VIO .0 b 3+90+E £ L+£0+L 9 L+bO+L L+£0+L 8 L+EO+L £ L+90+1 000'£9 �X V Z+90+9 £ L+£0+L 9 L+bO+L L+90+L fi L+£0+L 9 1&+;80+1 �'oo x T08 aNV avm lv lvlm sMOHmgv 9 Z+90+9 £ C+EO+L 9 9+60+Z L+£0+L 9 L49D+L s 0DO'bS (L)Tc11038 a3Xli aNv1PFld 9 Z+90+Z 9 L+£J►L 9 ZWJ+z &+£0+L £ L+£0+L £ 9Z9'OS Q 30 3't8VM3dO1V5410L{ocemumm 9 Z+90+3 E Z+EO+Z 9 Z+bJ+Z E L+£0+6 £ L+fiO+L E 00019b 1NM ONLL33LU 3M1{� 8NOH0r{V(S) M3L&110 V b Z+va+z £ Z+£J+z Z+C3+Z £ L+EO+L z wo+L £ 9L£•9E x 94•0 OR b L+90+L 9 L+SO+L 9 L+bO+L 9 L+£04 £ L+£0+L £ L+904 000'£8 .A BWVI,mdmj NVfw E Z+paZ b Z+90+z £ L+£0+L 9 L+bO+L £ L+£0+L £ L+£04 I E L+£04 ow`O9 S Q w b Z490#9 £ L+904 9 L+bO+L 9 L+£04 £ L+£04 £ L+£O+L MIS Z J1311319V1 9 Z+90+z £ L+£0+L 9 Z+60+Z £ L+£0+L £ L+p L+£ +L £ 0+L MV9 Q 9 Z+6J+Z E L+£04 9 Z+VJ+Z E L+EO+L E L+=+L 9 L+904 000'86 m V Z+CD+z 9 L+So+L b z+£0+z s L+£04 z L+£0+L E L+90+L 9L£'9E x MOW '++ J o xvW an zz aNv s moJ LttOMJ XSIW.9 �ewVrb L+90+L E L+m+L b L+bO+L s L+fiO+L E L+sa+L s W£0+L 00 V9 3bl Rfl1N30 IIVM ONLL33W d0 3018 H0Va Vw.m a b L+90+L £ L+w+L b L+bO+L s L+EO+L £ L+EO+L £ L+90+L 00009 NNo O XVWdJL OL T103'8 aV3H b L+bO+L s L+SO+L b L+60+& £ L+EO+L E L+£O+L s L+£O+L 000'65 m 318V1NIAAOWJUAI I LX3{t101�'NMOH810N83�SMOQNOW2I�I'8{�18N3W1a b L+60+L £ L o+J b L+EO+L fi &+£0+L E L+sO+L £ L+p+L 9W*M §ONMAOTlOd ML NO a3M GW 3 W.LJ Mad 3MV SMMiWM IIDNONM NIOQn M 9 b L+YJ+L fi L+80+L b L+EO+L £ L+EO+L £ L+EO+L E L+q+L 0W9b Z 3J.B/L'3:fddSMiN.7dL'a3 J.9L�"O1.8WEL'r £ L+£:10 Z L+q+L £ L+£04 9 L+£0+L Z L+90+L £ L+£0+L 9L£'8E xonwLE a8'1V3NNV&A,O Inds wv.Z/L'a37V3{�d�V.BW£"FYI a9L!£L'I E L+bO+L £ L+SO+L b L+£J+L E L+EO+L £ L+£O+L £ L+EO+L CODU a3M3d01BI.9WE'30Vd8MIV.9Llt'a J 9L/E'07.9NEL H £ L+EO+L £ L+£0+L b L+EO+L £ L+CD4 £ L+£0+L £ L+p+L 000'09 .9NE`>9 iY�MW.9WL'O3IV3NNV.9L/E"09 o9LiEL O EL+M4 9 L+EO+L 9 L+£04 £ L+204 9 L+£0+L £ L+q+L OWN � a3M3dW3J..�L•'3;N/d8 MI{/.9Ll8'a3M3dp1�J..8/1''EYI.BNEL'd � CBT4--'NW.M'"d9Mn -BWB•a3,v3anW AA'*,.9M-a £ wo+L fi L+20+L £ L+£J+L £ L+eo+L £ mo+L s L+824 9M•09 y eemC3> 3L.61L'a E L+EO+L E L+EO+L 9 L+£0+L 9 L+£0+L £ L+EO+L £ L+£04 000'96 Im ssma31VmINV.W9*9 Z L+EJ+L Z L+£0+•1 Z 1,+£04 Z L+£0+1 Z L+£0+L z L+£O+L 9L£'8£x 009'92 r 88V70a31Vr31�iV.9LV to fA dl A �3dusev�z a F F F F �o F (�)8iN3S0813315 ZLtl-E X3ld 31,3110 688 W13.w-z SN00dV1 OO'13.wi •L 83NOZ S3fdOZ 83NaQ S3NOZ 33NOZ 33P1� 3215 MOOTIIAA v3dA1MOHoW'L MION ONOa IL ONaJ'z aoOM I'd JNOJ'L OM'z I aoom'£'z 31VULme v r'Li's,'a a'a SUAL SSYM 1'3'0'V SUAl MVIS 3dALMOHDW ® 1 314°PUN,E.D.TYP. x WOOD BICC, NOTES: 2 r MIN.3A K31 �r ®1.-FCR CONCRETE APPLICATIONS W MIAMI-0ADE COUNTY.USE ONLY MIAMI-DADS COUNTY APPROVED U4°ELCO • CONCRETE NOTE 3 1318° TAPCONS EMSEDED 1318°MIN.OR IW 884 CRETE-FLEX EINIEDED 1314°MULL.MUS DISTANCE FROM ar MRN,® ANgiORTO CONCRETE EDW IS 13/4°.FLATHEAD ANCHORS MUST SE#12 TRIMFIT HEAD s•�,-. -:: NOTE 1® 1x WOODBUCK _T 2 FCR WOOD APPLICATI IN MIAMI-DADS COUNTY,USE 812 8TEE.SCREWS(G8)OR 114°884 C.RETE+m NOTE 9 ® VMI12TRIMFITHEAD. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE A81xARE BUCKS WHOSE TOTAL THICICNF.8818 LESS t IWl THAN 11/2°. 1x WOOD BUM AM OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. MA MAX. WOOD SUCKS DEPICTED A82xARE I IW THICK ORGREATER,N8TALLATION TOTHE SUBSTRATE OF WOOD SHUL1 SHUN SUCK TO SE ENGINEERED BY OTHERS ORA8APPROVED BYAUTHOR"HAVINGiummCTION. COAICRETE WOOD ANCHOR,NOTE 1 ANCHOR 4•FOR ATTACHMENT TOALUMUNIUN:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF SUS-T8 AND A MUGA DETAIL A NOTE 2 DETAIL B OF lW THICK THE ALUMINUM STRUCTURAL.MEMBER SHALL BE OF A SIMTO PROVIDE FULL SIA"W TO THE VMDOW FRAME SIM0.AR TO THAT SHOYM IN THEE DETAILS FOR 2x WOOD SUCIM THE ANCHOR SHALL BEA TYPICAL FLANGE FRAME HEAD SECTIONS Al2 SHEET METAL.SCREW WTH FULL ENGAGIEMENT INTO THE AWMINUM.IF THESE CAA RE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORANCHOR TYPE2�Y BE USED.114° MAX8.MATERIALS,WMUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WTH OTHER SHIM X8" ® 114°MAX SHBG—«I�+- 11114*MIN. DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I (1.614810M •T• ' OR PER NOTE 1 A (3.4 KSI CONCRETE) VVOOCONCRETE ANCHOR NOTE 2 N 1 13W p� U E5 •, A MUN E D &SRAl B L DETAILS ,C,D. &H) ... TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK NOTE 3 - SEE NAILING DETAIL E DETAIL F (JAMB p�A118 E,F&D TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE V DETAIL H (HEAD NOTE 1 NOTE 2 NAILING 131 DIA.MIN,x 2112°NAIL AT CORD AND ti O.C. ayy�ppM 1�. Iw TYPICAL.DETAILS G,H&L enHdmg MAX Acceg _[MAXSHIM SFpM� SEE a eat NOTE 1® • MIN® MARINO • • '1314•MIN. MEN.3A K {—E D.TVP. WOOD �•• i • ,.s.� '••• i 0 ••• TT�E NAILING ` LY�py CONCRETE i '• •• 0 • • • • +, P ® DETAIL BUCG •0 0 D • • • ••• • ;*;• NCTE3 --r-• • • • • • • DETAIL G(SILL)® DETAIL I(JAMB) _ No saws 4040 40.40 4040 • • • 4040 TYPICAL FLANGE FRAME BILL SEC13ONS TYPICAL INTEGRAL FIN FRAME SECTIONS ;moi A-a •.i .AA f0iMI C AttllxWV( OF s1E'i7ft8�T °r°� tamawPic ow 8 /UVCHORAGEL�ETAIL3 %it`s;'• ots<on. 6��•i FA Blmm A AIlAA6 W& •• • • • • Po 0 AUAL HOR00 AL ROLLER IA�W Al W4FACT �'�i KPAiXLsid FJC AM= JA 40 40• • 0400 •low � • �' mmm �•M8 12 d 12 u•. a 4127 C A��4��'E 4040• • • • 40 4040• • • • • 40 400• 0 • • • • • • • • • 4040• ••• • 4040 •0 40 • • 0 4040• • • 40 •40• • 0 !111111 11111 VIII 11111 VIII VIII VIII ILII IIII NOTICE OF COMMENCEMENT C N 20158 063871. A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT T1Mt SPECTI0 R &k 2544 Ps O412'r (99) ECORDED 01/3812815 12158958 PERMIT NO. ARVEY RUVINF IDLERK OF (:OURT TAX FOLIO N0.�1- 04GO IAHI-DADS COUWTYt FLORIDA AST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will Pa OF DADE of . Property, and in accordance with Chapter 713, Florida Statutes,thF0 jWN a �o col is provided In this Notice of Commencement. s ollice on COPY S1P CURN day of v O�\ AD 20 -• d a /licia/Seal z, t I. L at description of property and street/address: i1ARVEY� t�,C RK.ofCircw I C"ft O„Tfism Vie. °qo 2. Description of improvement. / 3. Owner(s)name and address: Interest In property: Name and address of fee simple titleholder: 4. Con ctor's name and addren GMu_- 3 5. Surety:(Payment bond required by owner f m contractor, if any) Name and Address: Amount of bond$ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date is Notice of Commencement:(the expiration date is 1 year from the date of recording unless a different date fed) Signature of Owner Print Owner's Name S t Prepared by Sworn to and subscribed before me this- obi day of --JAVv47z 2p �4"`� ddress: Notary Public: Print Notary's Name: My commission expires: fF 0404 Q EXPIRES:September 9,2017 � �� BWWT1nBaWNoWyWft _ 12 v 6 ` �� 5019687 A CERTIFICATE OF LIABILITY INSURANCE DA 2/5/201TE 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns 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 endoreemen a. PRODUCER EAp AcT SOI Risk Department Commercial Lines PHONE 888-572-2412 FAX Wells Fargo Insurance Services USA,Inc. E-MAIL C Nocet1S@ trinet.Com Charlotte, Fairview Road ADDRESS: INSURE 8 AFFORDING COVERAGE NAIC B Clotte,NC 28210 INSURER A: Indemnity Insurance Company of North America 43575 INSURED INSURER B Strategic Outsourcing,Inc. INSURER c: PO Box 241448 INSURER D: Charlotte,NC 28224 1 RE: Allied Home INSURER E: Improvement,Inc.dba Allied Kitchen&Bath INSURER F: COVERAGES CERTIFICATE NUMBER: 10108248 REVISION NUMBER: See belay 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. INADDLSUSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF MMfD Y EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR ex- PREMISES Es occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY D j�T LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per penton) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS AION-C TINED PROPERTY DAMAGE $ Per ag t UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAR OccMS MADE AGGREGATE $ DED RETENTION 9 $ wORKERs COMPENSATIONPER OTH- A AND EMPLOYERS'LIABILITY YIN WLRC48767230 03101/2016 03!01!2017 X srArurE ER ANY PROPRIETORIPARTNERIEXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N❑N t A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 Dyes describe under E.L.DISEASE-POLICY LIMIT $ ESG� u RIPTION un OPERATIONS 6eknv 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Re:State License#RR0050525 Workers'Compensation Insurance is limited to employees of Allied Home Improvement Inc.dba Allied Kitchen&Bath through a co-employment contract with Strategic Outsourcing,Inc. CERTIFICATE HOLDER CANCELLATION City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE General Contractor THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) SOI8887 A ,RD® CERTIFICATE OF LIABILITY INSURANCE DATE 2/5/2016 rn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: SOI Risk Department Commercial Lines PHONE 888-572-2412 FAax IC No Wells Fargo Insurance Services USA,Inc. E-MAIL certs tnneLcom CharREhar Fairview Roadlotte,NC 28210 ADDSS: INSURER(S)AFFORDING COVERAGE _ NAIC# CINSURER A: Indemnity Insurance Company of North America 43575 INSURED INSURER 5: Strategic Outsourcing,Inc. INSURER C: PO Box 241448 INSURER D Charlotte,NC 28224 1 RE: Allied Home INSURER E: Improvement,Inc.dba Allied Kitchen&Bath INSURER F: COVERAGES CERTIFICATE NUMBER: 10108248 REVISION NUMBER: See below 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. LLTTRR ADDLSUSR TYPE OF INSURANCE im POLICY NUMBER POLICY EFF POLICY Y LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURR-15MAGE TO ENCE $ CLAIMS-MADE F OCCUR PREMISES Ea occurrenceI $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JEE LOC PRODUCTS-COMP/OP AGG $ El OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ Per accident) UMBRELLA LIAB OCCUREACH OCCURRENCE $ EXCESS LIAR CLAIMS.MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION A RC48767230 0301/2016 TTAND EMPLOYERS' YIN AUTE OERTM ANY PROPRIETOR/PARTNER/EXECUTIVE ELEACH ACCIDENT $ 1.000,000 OFFICER/MEMBER EXCLUDED? NN NIA . (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1.000.000 DESCRIPTION OF OPERATIONS i LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more apace to required) Re:State License#RR0050525 Workers'Compensation Insurance is limited to employees of Allied Home Improvement Inc.dba Allied Kitchen&Bath through a co-employment contract with Strategic Outsourcing,Inc. CERTIFICATE HOLDER CANCELLATION City Of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE General Contractor THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) .... i....� Miami shoresVillage t � Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#. l.� I �-� GATE: l J*- Contractor 4NAME) a Owner a Architect Picked up 2 sets of plans and (other) Address: — l I CI 6IY& 0 -1-) From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to conn ffn tting process. Acknowledged by: (Signatu PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: an ®a•"' Miami shoresVillage Lie Building Department �OR1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#. 32-/ DATE: ~1 Z n 1 S Contractor (NAME) to Owner o Architect Picked up 2 sets of plans and(other) Address: I f q D k) E 9 Z k14 5 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. //7 �Z Acknowledged by: (Signature) PERMIT CLERK INITIAL: A RESUBMITTED DATE: PERMIT CLERK INITIAL I c � BES■ pp�� Miami Shores Village Building Department 1pRYp�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE- PERMIT#: s �2� DATE: 1, (NAME) rz—et-ontractor a Owner ❑Architect Picked up 2 sets of plans and (other) ?Zf 7 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: /-?W 0�-'a4 (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: :. ;. 380 NW 67' St ' 1+ Unit 107 Boca Raton, Florida 33487 "► , CA#29407 PCI-Anok Stnicttt l Eligncering www.projectclassic.com STRUCTURAL CALCULATIONS Date: Friday, May 1, 2015 Project Code: 1807 Project Name: Markus Residence Description: Structural Calculations Code: Florida Building Code 2010 Address: 1190 NE 92nd Street .. Miami Shores, Florida CA�QS-ATlON MDEX 00 •••••• 2-, $xq.6 MaSeA�y•Concrete Column Design ..... ... . ...... •00000 PrdjidCt C/as$&LJ.0 hereby states that all plan specifications and calculations presented in • ....• the 3igrned anti 98a/ed structural calculation package meet or exceed the Florida Building •*0•, code gOY o ah*oCk"�referenced standards: :.r: CJICI-118.X18 .i.... �r...ASCE'ZLIQ 01 °e^ No 72471 �- � a m�iei STATE OF AAWL � Y Alm Farid Abugattas, P.E. # 72471 farid@projectclassic.com PH: (954) 667-7803 FAX: (561) 665 - 5438 • y Title: MIAMI SHORES RESIDENCE Job#1807 Dsgnr: FA. Date: 6:09PM, 1 MAY 15 ' Description:Giulam Beam Installation in lieu of Bearing Scope: Removal of existing block bearing wall and tie beam and placement of beam in opening Rev. 580000 Pae 1 User KW-M7985,Ver 5.8.0,1-Dec-2003 Masonry Column Design g c)1983-2003 ENERCALC heeflnil Software e.ecw:Calculabons Description 8x16 Masonry Column General Information Code Ref:ACI 530-02 Column Height 10.000 ft fm 1,500.00 psi Seismic Factor 0.3000 Width 16.000 in Fs 24,000.00 psi Seismic Zone 0 Depth 8.000 in Em=fm* 900.0 Wall Density 125.000 pcf Column Area 128.00 in2 Load Duration Factor 1.330 Rebar Size 5 Special Inspection Bar Count Each Face 1 ...rebar area 0.310 In2 Rebar Depth 4.000 in Applied Loads Vertical Load Lateral Load 0.00#/ft Dead Load 2.26 k ..distance to bottom 0.000 ft e t8�d 2.43 k ..distance to top 0.000 ft •••• •eEc�n city ••s• 0.000 in Load Type Seismic • • oype . . Roof Goose* Wind Load 0.00 psf •. Design V41ues • •••••• A Lbwable•Steel Te rasion• 24,000.00 psi np 0.10405 j 0.87872 •••;•• Fdl 1.25*rm*AsefP"t4u sp.insp.)*(.5 if thk<12") k 0.36385 2/kj 6.25550 ••••• • !96p aS*Fs •j*jh7140r)^2] 382.24 psi n 21.481 ••••: Fb:Masonry:0.33*fm**(.�w/o sp.insp)<=2000 500.00 psi E 1,350,000 psi :**so: • 0 000000 in ...... Mgx AQgw Mome"t/V Ndal Load 1,688.12 ft-# •• Mft 2MIp*Axial Load w/o Moment 48.93 k l-bad CMbloatione&Stliess Details Summary Bending Stresses Moment Axial Steel Masonry Axial Stress Top of Wall ft-# lbs psi psi psi Dead+Live Load 0.0 4,690.0 0.0 0.00 36.64 Btwn Base iii Top of Wall Dead+Live+Wind 0.0 2,815.6 0.0 0.00 22.00 Dead+Live+Seismic 416.7 2,815.6 4,588.8 122.18 22.00 Summary Column Design OK 1Oft high column,Width= 16.000in, Depth=8.000in Using 1 -#5 bars at'd'= 4.00in Max. Bending+Axial Comp. Stress . . . . . . . . 144.17 psi Allowable. . . . . . . . . . . . . . . . . . . . . . . 664.99 OK Max.Axial Only Compressive Stress . . . . . . . . 36.64 psi Allowable . . . . . . . . . . . . . . . . . . . . . . 382.24 O Max Steel Bending Stress . . . . . . . . . . . . . . . . 4,588.80 psi Allowable. . . . . . . . . . . . . . . . . . . . . . . 31,920.00 OK Title: MIAMI SHORES RESIDENCE Job#1807 Dsgnr: F.A. Date: 6:09PM, 1 MAY 15 Description:Glulam Beam Installation in lieu of Bearing Scope: Removal of existing block bearing Wali and tie beam • and placement of beam in opening Rev: 580000 User.KW-0607985,Ver 5.8.0.1-Dec-2003 Masonry Column Design Page 2 (c)1983-2003 ENERCALC Engineering Software `8 e.ecw.calculatlons Description 8x16 Masonry Column Summary of Loads&Moments Vertical Loads... Lateral Loads... Total DL @ Top 2.26 k 2.43 k Wind+Lateral 0.00#/ft Mid-Height DL+LL 2.82 k 2.43 k Seismic+Lateral 33.33#/ft Combined Moments... Top DL+LL 0.00 ft-# Mid:DL+LL+Wind 0.00 ft-# Mid:DL+LL+Seismic 416.67 ft-# • • • • •••••• • •• •• •• • •••••• •••••• • ••• ••••• •••• •••• ••••• •••• •••• • • • •••••• •• • •••••• • • •••• •••••• ui I 1111 �I G. ae . .. • Inti • ��' II �i •� �� Q��saar_OM �I •e••e••e••e•e ♦ LL NL'a3u�. a �V da - 2x8 WOOD G1'-4° - 0 I • . EXI TIidG�tOOF SYSTEM — EXISTING ROOF SYSTEM $E/� ...... •• TO REMAIro _ _-- TO REMAIN *006: eowe .:*000 ..... - - STEEL BEAM • • • •• ...... -- - � — — _rb CONTRACTORBY 00900 �-- •• - - - - - - - --- --- -- -- _ 000 --- - — — -. 2x8°WOOD 2x8°WOOD g PL N V SEE PLAN V1EdNE 2x8 WOOD @18° Z BE Q Z I O 'I = cn EXISTING SLAB TO REMM 2 SECTION ('l SHORING PLAN VIEW ,_! N SH1 4N_�� a 2' 4- SH1 16 - 9 W Z v � _