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BP-05-873 y R M Miami Shores Village rn 5 3 to JUN 10 2895 = Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 BUILDING Permit PERMIT APP ICATIION Master Permit No. FBC 2001 Permit Type(circle) Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) e. �f �' hone# Owner's Address // $7"$ city MdAd I FS State _ Z, Zip S&I M Tenant/Lessee Name Phone# Job Address(where the wo Ik is being done) 117 ME. Wr -Sr0 r City Miami Shox�s Village County Miami ade Zip Js Building Historically Des IIgnated YES NO I Contractor's Company Name . Phone# � -�ll•-�Z�� Contractor's Address 1W City State PL Zip g9ADIA Qualifier eZ State Certificate orRegistral ion No. Certificate of Competency No. Architect/Engineer's Name(if applicable) nz6lo Phone# 9,�¢-�w3�► OFS� I F7s a /� � f o c� $Value of Work For this ermit� L)7 �� Square Footage Of Work:T � x.7Z Type of Work: Addi on ❑Alteration )�ew ❑ Repair/Replace ❑Demolition Describe Work: Fe s Submittal Fee$ O�.�' � Permit!Fee$ �� CCF$ 14 - 40 CO/CC so Notary$ raining/Education Fee$ 4' . 80 Technology Fee$ 1 is • � Scanning$ �O • Radon,$ •� 9"E' I-u9 Zoning) r Bond$L3 DO. 0 0 Code Enforcement$ Structural Plan Review.$ SO, r� Total Fee Now Due$ � (Continued on opposite side) I I { a Bounding.Company's Name(if applicable) Al"IA Bonding Company's Address �`' r City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced.prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,'TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER.: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must. pr6mise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the retarded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence o such posted notice, the inspection will not be approved and a reinspection fee will be charged �i Signature Signature Owner or Agent Contractor ed The foregoing instrument was acknowledged before me this Ac The foregoing instrument was acknowle ged before me this c day of 20( ,,by f'D A/J kd hJAm 4e5l,"' day of 200 by / c ,Gr J. who is personally kno to me or who has produced f'/ who is gerso ally known to me or who has produced ��s identific ' n d who oath. as identification and who did take an oath. NOTARY C:�- NOTARY PUB IC: X Sign. - ign: Print: ;"„, ZOM COA�.S ommission Expires: '=V4d E7(PIRES:0e=1*28,2007 My Commission Expiresr�ggt""Y Linda).Johnson * MYCOMMISSIONB DD059462 EXPIRES - ' eoPn��iA'i�RAL INC APPLICATION APPROVED BY: �G l�� .�1/Yd G f e Plans Examiner ® Engineer i A-7 a " Zoning Chc 05/1 3/03 Miami Shores Village Building Department 10050 NMInd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. D --9-73-- Job Name igd?rn fe i ?I? ArE 91 sf. Axddtcn STRUCTURAL CRITIQUE SHEET Ail 61!¢1,3 Q Cd1s. X�alyn of z'cre�. kavoes a /V , 12,0� 4 2 cis perm i fed r'&7 -rte G01r t� a Thal haai:pcn-1 'I/. r®® Sh0&r en 72- SSG . �} ZXfo AO.-f I'd/ s 5 ZVI�/ o'k?& S"P.74 15 = 1 66 rirol��'SE'�l P G��N Iaa11 ��A � fhc S�'1o�'� lsleYeC ��on <aS $A dzv n en Sec, A ? ✓ �' �ci�° Ihe hdri , rrinforcfn g &-n See. ✓ •Sne c i�'� i ate s en fh e Tie ,!5 em 0 ✓Yb1 7 Ow rti. - ; wthof v= 14to MPH Cade Co. ca 1c s, for nd ! e�,•a., ®��r'n�t s, , /Y �J'4G/Gd�� r�ror®�rc$ 1syr- �tGt.� �veNPlbwS ��al Sle r m Pon nab ;tnwo?a r• 1i M�e- Var-1 a le 5 fheA age/► � /Ars i'a� . Miami Shores V illa g e ��9 3l&lam Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. pcs — 973 Job Name 3a I Date C9 BUILDING CRITIQUE SHEET rff 6- 44 ra) 4)A, /re ICJ o a� !� 0 VTFP, - v Reviewer: Claudio Grande CAO 305-795-2204 Ezt 1430 i PERMIT# 7 CONTRACTOR: SUBMITTAL DATE: (d V v Ea PROJECT TYPE: E Z voo ONING FIRE R51 (cl,4 IUS j J 2/v�' i '7URALo_g�I IMPACT FEES ELECTRICAL . f� $ HRS/DERM UL PL MBI N C MECHANICAL ` BLDG ' 2 Miami Shores Village Building Department 10050 N.E.2"d Avenue Miami Shores,F133138 Tel:305-795-2204 Fax:305-756-8972 Permit No: 05-873 Job Name: Addition for Hamlet Res. September 1, 2005 Page 1 of 1 Building Critique Sheet ® Provide Permit applications for�. ^ l �bips g IMMW�---- 2. Provide Permit application and paperwork for Roofing work from a licensed roofing contractor. W14 b6 � - •3. Provide Permit application and Product Approvals for the Hurricane '� (A1G�+OGDIUS _,Shutters. QGl . _I 90we . Provide a column schedule and II)all new columns and filled cells. Fill out-the attached "Product Approval Comparison Chart"with all the required information for the windows and ID the windows to be used in the Product Approval. `l P—S 0 C)5PH l TH Pte- F- NOC NOTE: All items above are required in order to approve the permit to be issued. Claudio Grande CBO 305-795-2204 ext.430 (A. A-) xx)C/ 20U Of C�4G-X"0A:) .v AU q l Y Miami Shores 'pillage Building Department 10050 N.E2nd Avenue Miami Shores,Florida.33138 Tel:(305)7952204 Fax:(805)756.8972 Permit No. Job Name ,/-10-M /e 17 N& ?/ s ,fie$46Mi s! STRUCTURAL CRITIQUE SHEET�/j;e -8l2 /as c�r�ee TNT J,rlall „�ec�tar, delete id- gib Ages, f� ey ®rc a� the now/ al axis and clo na 00.0'd , e"re. A! beam had 'a sf 4,e A71ed eal-, Clarify fsf et Plan #,a avYreswn d Iv bld4- elayu ¢rd��°• /�',�� " �� C1 n 2�d Fl l�lm Tte Gods• are recd. al Garwers , ag & cells mwrl be of 4&" max• SdiQC" a - ase 3 of cor a, _A� 14 C) /��nrov�cI If MAW f be s",km if e d hiai�h��d 4mg fur- �evic� submWal elp a a—n r was- f� Miami Shores Village Building Department 10050 NX.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 Permit No. Job Named /e -eestcb,"ifial STRUCTURAL CRITIQUE SHEET � x`2/03 ed rrele r&fV l,14/( ,f d-cAf'pr, e A In de ars, *-Y are the n otib-a1 a v is and dc, no mo ti cre. 0 �'x/2"t ric Coln ®/- /z cots are reak Ar 6eaO-; ®rl- Z fti AX. heam - ad a Single- filled Cell. Cldei& f.4rf' n. r1ors e-ceees n b d . el S. V/ 30 6n 2..1 1lb plans Tl�: c®`s, are re0d. al e-aroers ., Og Led Cellf mast' be of 4,6' max- stsacena - ase 3 of c®rears. 0 Prodge� 4&&rovals W"S/ be 40 hiaAlLMLed Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33 13 8 Tel:(305)795.2204 Fag: (305)756.8972 Job Name 4,A&Z W'r ELECTRICAL CRITIQUE SHEET 0 y arch x 1PC ie AIA ! @ I • . '� Miami. Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 -Permit No: Job Name_ ta'1 ELECTRICAL CRITIQUE SHEET ✓ �-L L �3>o�,.,n. ��'i� hCtls f�� Y'a �3e 6i�G ��'"' ��i °�'�`�'°a` ✓° �� .. �� s� . . .. � , ' � . _ - ACarni Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 Permit No. �' 7 3 Job Name j&h7 Ie i 117 IVE 11 'ff. STRUCTURAL CRITIQUE SHEET ls• -46, wn jc¢ ra.=1l Sec�ton (l2" 4) f�© , s G I-Z 13.s� Z 4S ge0--M i Ted In Tt C-01.1 ��r1 errs � eX 1 Sf• roof? °' s'1a o�.r err. Trlb• Se's . a Zx ra AV-of e'll 5 Zvi X1 On lS '- 1*r46 r7 asdOf * dlIAM 020Y -0924n Me Sheri o�1Ye?CTron ��S • A 7 tr d r-; At her' , o m-a reinforcrag on Sec, A w rhl�cz? herrs r ej u ire la,� sal'c e . S r yes t;, he ' CV Noll ? oy :rA. -2 t y t�d rc 14t d�l P B:f Cpad6 Co. �.• .S�rbrnrY eatlef, for Cnom+ P!L, 8cgwz 4 14"446?M&S w1 i ed�a� r vals r e aw S rr a� f ih t` -e. 407A-,7-� IL -a i ,tea' i S&S A �/7 /plc, 1 CFH 2006RO5?4623 NOTICE OF COMMENCEMENT OR Bi, 24583 P9 31166 Qps) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARartC�l=[? VIN Pl CLERK OF12:35:36 T �IAr:�EY Ruvll•�p c:LERrt aF COURT /` MIAMI-GAME GOUNTYe FLORIDA PERMIT NO. tJ 5 CJ,L.�AX FOLIO NO.I I -3A 06 013-��/� LAST PAGE STATE OF FLORIDA: { COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real - property,and in accordance with Chapter 713,Florida Statutes,the following information is provided In this Notice of Commencement. 1.Legal description of property and street/address:_Lf 7 IV-rC I Sot 1'.c 'a. + hC 3313$ -1 I*&Yn 1 S k O V.4 s S r r- 1 4 M 12 17( JD —'7 O !, 1' S pc> 2.Description of improvement: d' e m '3.Owner(s)name and address: pi 4 5' -1 m a t M Ib►wt l V-.tom_-G• ?,3 /:as, Interest in property: Jo e°` Name and address of fee simple titleholder -'re, h ' L:Lhl N Cs'" �{to •-K �-e,f I n S" r- *..r 4- 44.Contractor's name and address: f f J4��z r�f n �b w 16 4&>L I `j Co k.S i- t MU S"fc�.o fi.Wo /67 c r e."T IOU'^ P C. 33 o Icy 5.Surety:(Payment bond required by owner from 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 Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expir tion date of this Notice of Commencement:(the expiration date is 1 year from the date of recording unless a d e d to is spe e t of Owner ( t 0 ner's Nam ,'Prepared by A `'� U a K9 s Sworn to and Subscri d efore me this J__L day of Yl�i' ,200(v address: P n 6,f'O N 8 a ►t�-� Notary Public Y!'u' l ��el v J?'I�jb rv,t f1v�-✓+ Print Notary's N e tsl� ommisslon#DD23i9S4 L 33) My commissio expires: " ;`''�' 0- 121.01-52 PACE 4 aioa A tlantic Banding Inc STATE OF FLORIDA,COUNTY OF GgUE 'HER CERTPFY thet this is a true Asi mal ' �Y of fhe �tao C v in thrs office on� e ginr _ day of ,��. ��, NPTNE m hand and AD 2®�� u OffiCr I S JCL f VI S 3 ' CutP a�+ ,CounPy co"'ts D.C. °� & _ _ I Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 R Permit Permit Status:APPROVED Issue Date:3/9/2006 Expires: 09/30/2006 Permit Number: BP2005-873 Owner's Name: JOHN AND ELAINE HAMLET one: Permit Type: Residential Construction Parcel#: 1132060133310 Work Classification: Addition Block: Lot Job Address: 117 91 Street NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Total Square Feet 277 HERRINGTON BRADLEY CONSTRL Yes Total Valuation: $ 24,000.00 Comments: R uired Inspections ENLARGE BEDROOM W/NEW BATH Footing Stem Wall Footer Density Termite Letter Additional Information Slab Fill Cells Columns Type of Construction:ADDITION Occupancy:Single Family Second Floor Slab Stories:2 Exterior.NA Spot Survey Front Setback:NA Rear Setback:NA Tie Beam Bond Beam Left Setback:NA Right Setback:NA Second Floor Tie Bond Beam Bedrooms:1 Bathrooms:1 Rake Beam Plans Submitted:Yes Certificate Status: Special Inspection Letter Certificate Date: 1219/2005 Additional Info:ENLARGE BEDROOM Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans, drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I Wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire Lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above-named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type-Contractors Bond $300.00 RC-3-06-24082 $1,349.98 CCF $14.40 Totllaf IN 0-2 PAID Certificate of Completion Fee $150.00 •W Certificate of Occupancy Fee $150.00 DBPR Surcharge $1.39 Education Surcharge $4.80 d q ro q Permit Fee-Additions/Alterations $720.00 Plan Review Fee(Engineer) $150.00 Radon Surcharge $1.39 Scanning Fee $90.00 Submittal Fee ($250.00) Technology Fee $18.00 Total. $1,349.98 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. '► STATE OF FLORIDA CENTRAX #: 13-SG-26967 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT OSTDSNBR .: 05-3534- -E CONSTRUCTION PERMIT FOR: [ ] New System [ X ]Existing System [ ] Holding Tank [ ] Innovative Other [ ] Repair [ ]Abandonment [ ] Temporary ,[ NA ] APPLICANT: Hamlet, John & Elaine AGENT: SA0021074, Solomon Teresa PROPERTY STREET ADDRESS: 117 NE 91 St Miami Shores FL 33138 LOT: 17 BLOCK: 24 SUBDIVISION: Miami Shores Sec [Section/Township/Range/Parcel No.] PROPERTY ID #: 11-3206-013-3310 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] Gallons SEPTIC TANK MULTI-CHAMBERED/IN SERIES: [Y ] A [ 0 ] Gallons MULTI-CHAMBERED/IN SERIES: [Y ] N [ 0 ] GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ] GALLONS DOSING TANK CAPACITY [ 0 ] GALLONS @ [0 ] DOSES PER 24 HRS # PUMPS [ 0 ] D [ 300 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ] STANDARD [ N ] FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ] TRENCH [ N ] BED [ N ] N F LOCATION TO BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ FEET ] [ BELOW ] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 0.0 ] [ FEET ] [ ] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0.0 ] INCHES OTHER REMARKS: l.-Existing 900 gal. septic tank and 300 sq. ft. drainfield, certified by " Statewide Septic connections,Inc on3/31/2005." to remain. 2.-This project entails the installation of a "bathroom and a closet"only. 3.-There is no increase in sewage flow,change in characteristics,compromise the integrity or function of the system. C--�' SPECIFICATIONS BY: Andre, Pa TITLE: APPROVED BY: Andre, Pa �~ TITLE: Professional Engin Dade CHD DATE ISSUED: 11/18/05 EXPIRATION DATE: DH 4016, 03/97 (Obsoletes previous editions which y not be used) (stock Number: 5744-001-4016-0) [ostds cons 4016-11 Paqe 1 of 2 *`" STATE OF FLORIDA r DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PE T--- .Permit Applicaxion Numbdra _,' ----------------- PART II -SITE PLAN--————————————————— ,cale: Each block represents 5 feet and 1 Inch=50 feet. _r r r : P. , i r r • iii -. .. ,_ .; _ 7 s w s g e a� , PH- ce r Pr r ?..pF � J9s q 1 - t , r i , t a i Notes: }do- s. Site Plan submitted b f ��- Signature Tits Plan Approved Not Approved Date By County Health Departmen ALL CHANGES MUST bkAPPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,10196(Raplam HRS-H Fam 4015 wfdd map be eeeM ,�1.-�,—X7A._�_.,,,�, Page 2 of Miami Shores Building Department Product Approval Schedule/ Comparison Chart Address: 1/ 7 WE ql'17'�Pcrmit No. r— " Opening Description of Window Product Acceptance Product Approval Ovenina Design Rough Opening Stutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes/No Yes/No Yes/No (+)PSF (-)PSF (+)NSF (-)PSF A. O -06 f'ifo• -75 x i ?J2 YES y 0000. .. • 0000 0000. 0000 99=6 0000. 0000.. • 00• • 0000.. 0000.. • • ov 000 00 • i . C SOL • MIAMI-DADE COUNTY,FLORIDA NEMO•DADE FLAGLBR BUILDING BUIIMG CODE COMPIJANCE OFFI C 140 WEST FLAG=STREET,SUITE 1603 PRODUCT CONTROL DMSION hGANII,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCE- .r; Eastern Mehl Supply,Inc. 4268 Westroads Drive u V Riviera Beach,Florida 33407 4 SCOPE: This NOA is being issued under the applimble Hiles and reguilations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade: County Product Control Division an 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 AW may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as desmi1nd herein,and has been designed to comply with the High Velocity Hurricane Zone of the Mmaida Building Code. DESCRIPTION: 0.050"Solid Bertha Alumlimm Storm Panels Shutter APPROVAL DOCUMENT:Drawing No.03-144 titled"0.050"Solid Bertha Aluminum Storm Panel",sheets 1 through 15 of 15,prepared by Tilteco,Inc.,dated July 02,2003,last revision#1 dated July 02,2003,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISM E IMPACT RATING: Large and Small Missile Impact LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state and the following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RE CWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. I) RNI WA1TON of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECnON:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#01-0516.06&consists of this page 1 &approval document mentioned above. The submitted docununeatation was reviewed by Hehny A.Makar,P.E. NOA No 03-0707.02 Expiration Date: 08/07/2008 0 0-1/03 Approval Date: 08/21/2003 Page 1 1.no am M av aW mmam NrWA mow Ne aw won rat aaw/wDT M AMMM Mm ar mar maw W Mr now 11.J 18•(MrAL N701F) 8.f 18'(TOM MDR) V a f a m moo a rm aa9xa rm a xe AMW�o/MBO MK ap A 4M M v®o'rn A"AO w AMMW _ B.Brao' mow(EFFSCnNE wIDnl) I�•- W AI oaf°!>m�mAi Ago! amem arav�i,arX A MMW«acres W M AIM raww=WW a ss r �� 4A7J' r D• t f ;• �1 3�• a At MOM affi aa4 MM AM MW SM-40 A M 0 doa1-IW#AM A4 AMRA"d6'!L� I A4 ALMA" a AIL A N=&MO NW&MU W AHMMAr AMOK WO-19 MAN A IBM ra W o9Ome NM tt b Y f d mi am m a.nAAa aNQS or aawo>Sw IQ�wr affm oeewt al$a 1�1 ae mon W m r rm MW AW -f A T aam 14 N AiWfaMA gt AMOM AM!MM AM A•+M OMw®I=Q/a 401 AMM MU xi SM M St hr iB M no NNN $ N x AWW m MU MOU 6a/eAM(laam MOM MM —1 E t28•h—x875'—rt a tas`F -I R tab•I— rN Ta Maaam r mm aame ••, -r/IM MraMl AMamn ltsarxmrAra a axM AIeoM(NmrAr woo ay AD too TarnMU AMIMA.M1. - - P M 01 aMae AAM/AOrwIW m 6100 16Mafa6 AwMNR(OmM mo-ltre AMM/AC4Wm m MY-/xsl aoM�wrAe FVU PANEL HALF PANEL ;, wweTAl�m•a Wo ma w.TmoAmr mw awmmm of mmm AAa6dm on Q SOLD STORM PANEL Ar INgWr 6WmVAr Mao ras4 m aere ar yug7M ANMws oe oarm�u a1 e r yA�m0 aMaa N1ae a r tAS!Par a xlr�ir AaK1a N Saa1r6 7 1/4`.t• 1 r/1/!//�1•mr too rWaA1Q6Ae emMMwparmeRN61WN AuN'a Y. 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A M'6 onto or IS f S MUAMIHDAM M[AM-DADS COUNTY,FLORIDA ►� METRO-DARE FLAGLER BUIIAIlVG BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 ASST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 331341563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) PGT Industries 1470 Technology Drive Nokomis,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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series SH-M Aluminum Single Hung Window-S.M.1, APPROVAL DOCUMENT:Drawing No.4061,titled"Series SH-800 Multi-Story Alum.Single Hung Window",dated 10/04101 with revision"E"on 1/10/05,sheets 1 through 8 of 8,prepared by manufacturer,signed and sealed by Robert L.Clark,P.E.,baring the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Smal missiile impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,stage and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if time has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#04-0809.03 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 Hermiinio F.Gonzalez,P.E.,Director,BCCO NOA No 054)204.03 Expiration Date: July 03,7007 t leg Approval Date: April 28,2005 Page 1 } L.MAX. FIXED DAYLIGHT SMALL MISSI IMPACT SINGLE HUNG WINDOW (� OPENING, 49 8/8° 1. BLAZING OPTIONS: A. 7/1 090 Pve IENTERLAYER CONSISTING pNT UTAC1T� ORBS OAFFLOCIKEEPSS MAXIMUM). GLASS WITH B S. -3/8" LAMINATED GLASS CONSISTING OF (1 UTE OF 1/8"ANNEALED GLASS OUTSIDE, AN .090 M INTERLAYER (DUPONT BUTACITE OR SEX/KEEPSAFE MAXIMUM) AND (1) LITE OF 3/16" TEMPERED CLASS INSIDE - - - ®2. DESIGN PRESSURE RATING: SEE TABLE 1 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. I B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. A I ®3. FOR ANCHORAGE DETAILS SEE SHEETS 7 AND 8. 4. SHUTTER REQUIREMENT: MIAMI-DAOE COUNTY APPROVED SHUTTERS ARE REQUIRED AT INSTALLATIONS BELOW 30 FEET. MAX. FIXED (NON REO'D AT INSTALLATIONS ABOVE 30 FT. GRADE) DAYLIGHT OPENING 5. !NARROW JOINT SEALANT 15 USED ON ALL 4 CORNERS OF THE FRAME, MEETING RA L & ASSEMBLY SCREWS. ® 34 1/4` 6, REFERENCE TEST REPORTS: FTL-3179, FTL-4006 & FTL-4380 I MAX. NOA DRAWING MAP HEIGHT TOPIC SHE GENERAL NOTES........ 1 3/8" NOM. 7/16" NOM. ELEVATIONS..................1-2 090 PVS INTERLAYER OF 090 PVB INTERLAYER OF GLAZING DETAILS.........1 DUPONT BUTACITE OR DUPONT BUTACITE OR DESIGN PRESSURES....1 DAYLIGHT 1/8. SAFLEX/KEEPSAFE MAXIMUM SAFLEX/KEEPSAFE MAXIMUM VERT. SECTIONS..........3-4 OPENING ANNEALED 3/16• STRENGTHENED"GLASS 3/16" HEAT HORIZ. SECTIONS.........3 316 34 1/4" CLASS TEMPERED STRENGTHENED P UST"""""""""6 GLASS GLASS EXTRUSIONS.................5-6 43 ANCHORAGE.................7-8 41 36 43 39 37 rl 1/2" NOM. CLASS SITE B f 38 OPENIING 48 DAYLIGHT 4' NG OM. 44 MAX.WIDTH 53 1/6' ?_8 28 44 arm 1/1 E EyL ATION TABLEI.DMIGNPRESSUREG B - 3/8" LAMINATED A - 7/16" LAMINATED DP RANGE co WINDOW SIZE&CONFlGURAT BASED ON GLAZING OPTIONS UP TO 37" OVER 37"x80" x 80" ! 1 0 f ANCHOR ANCHOR UP TO 63118"x 78" pow SPACING TYPE 1I1 VIEWJRAD 111 I VIEWARAD F.K. B 30 04 -GJM AS UP TO 114"TAPGONS A,B +72.5 W+72.5 '2.5 -72.6 +72.5 -72.5 +72.5 -72.5 ! F t - 2 04 C-40m E'ANfJION'& 72.6 PSF 9'12 SCREWS A,B +72.5 2 5 -72 5 +54.7 -54.7 +58,5 .56,5 �/ N F.K.72.8 TO 114"TAPGONS A,B +90.0 0.0 -120.0 +90.0 -120.0 +90.0 -120.0 1zo.opsF #128CREW3 A,B +90A 7.7 -77.7 +90.0 lD6.2 +77.7 -77.7 � ELEVATION & GLAZING DETAILS SM MISSILE 121.0 TO 114"TAPGONS A +80.0 0,0 -142.8 +90.0 .150.0 +90.0 -142.8 fij1070 TECHNOLOGY ORNE 160.0 PSF 114"T�ONS B +90.0 0.0 -150.0 +90,0 -150.0 +eo.0 .150.0 NOKOMIS.FL 342" MULTI-STORY ALUM. SINGLE HUNG WINDOW #12 SCREWS B +90.0 ,0 -107.1 +90.0 ^106 2 +90.0 -107.4 Robert L Mo k P.E P.O.BOx 1529 08�OQ°x snake Na Rev �.. Stru" NOKOMIS, FL 34274 SN-80o NTS 1 � 8 4061 E MAX. FIXED DAYUGHT MAX. FIXED DAYLIGHT OPENING. 49 S/8' OPENING, 49 5/8" 8 it A A I MAX. FIXED — DAYLIGHT A OPENING j� (� 521/8° A MAX. FIXED DAYUGHT OPENING 52 1/8' C H HEIGHT EIGHT 7 " ® 76' MIN. VENT MIN. VENT DAYUGHT OPENING. DAYLIGHT OPENING, 16 5/16° 16 5/16' NON1Cf REVMP wiMiMrAerlp�. N ® e ® c R 46 1/4' MAX. �R VENT DAYLIGHT OPENING 48 1/4' MAX.VENT DAYLIGHT OPENING��` MAX. WIDTH 53 1/8' MAX. WIDTH 53 1/8" PRQVIEW EIEVAT(QN RA JUS TOP ELF'VATIQN 10 £— TAB. F.K. •'0 04 D— PDA AS NOTED i s oro: Fx. 212104 c - NEW SHT 1 F.Kr 2 01 OJ Dss'w7prton. ELEI//�TIONS PROKEW & R,QDIUS TOP SM MISSILE) 1070 TECt1NOl�,1'QRNE nrro; l $.n saz�s MULTI—STORY ALUM. SINGLE HUNG WINDOW Robert 4 Clark P.E. P.O. Box 1529 om" PF J9712 strucwr� NoXOMIS, Fl zaz7a SH-800 NTS 2 8 4067 E 1 2 35 26 27 SEE NQTEs 1 30 12DR14 6 19 20 31 15 16 MAX. FIXED LKERIOR DAYLIGHT 2 6 SEE NOTES 1® OPENINEVN G 32 37oR36 24 '.L J°d 33 55 OR 34 MAX. 53 Ha"HT XT RIOR MAX. VENT DAYUGHT OPENING 57 MAX. FIXED DAYUGHT OPENING i —� T IOR MAX WIDTH � 21 R OR 9 OR1 3 HORIZONTAL SECTION A—A S I�er�+ll��eilddi 37oR36 NOTES: MIN, VENT ® 1. WINDOWS ARE EQUIPPED WITH ITEM 26, SWEEP LATCH LOCATED ON THE VENT top RAIL ORS DAYLIGHT ITEM St. BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL OPENING 2. TWO 8/8" WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG). ®SEE NOTES 1 } 51 52 E �-'��--� 24 F ®SEE NOTE 2 &2.946" t 05 g Hr 28 HEIGHT F.K. 30 4 0-NO CHG THIS SHT e: av bne: / .K. 04 C FRO{ �i',p W.TOP F.K 10 4 01 3 / SECTIONS 29 17 �y( , ,am TECHNOLpGy oRNE aoxol�s sa2�s MULTI—STORY ALUM. SINGLE HUNG WINDOW ( 1 1 VERTICAL SECTION B—B ULTRAUFr %bon L dak P.E. P.O. c ,gam � ONLY s e�:a� ro .FL 34274 SH-800 NTS 3 s 4os E } 1 OR FOR RADIUS TOP O NARROW JOINT SEALANT ALONG ENTIRE JOINT (4) TOP 2 . 120R14 1 6 - 1516 32 (4) EA. SIDE ALONG 37oR36 �— @EkSIDE SCREW(2) MAX.DAYLIGHT (2) OK ONG 26 SEE NOTE I 24 3O (RADIUS TO HEAD ONLY) 24 21 3 28 55 N TE: NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. MEETING RAIL do RESPECTIVE ASSEMBLY SCREWS. HEIGHT 53 2 EXLEMB (4) BOTTOM exom�cT n INTER10 FRAME CONSTRUCTION (9(r CORNERS) .� f 370R36 SASH CONSTRUCTION MIN. VENT 9 oR1 3 � DAYLIGHT 2 OPENING NOTES: ® I. WINDOWS ARE EQUIPPED WITH ITEM 28, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 81, BOTTOM LOCK LOCATED ON THE PENT BOTTOM RAIL SEE NOTE 1 2. TWO 5/8' WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG). 51 52 F.K. 1 10 OS E- 2.946' 1& HE DhW SEE NOTE 2 FK. 8 30 04 p—A10 HG T}{� 28 ®HEIC _ F.K. 2 02 C— NEW SHT Syr 3 �,, �` / o f VERTICAL SECTION PROVIEW & RADIUS TOP VERTICAL SECTION C--C 29 17 / 1070 TECMOWaY MWE ° PROVIEW & RADIUS TOP NOKOUIS, FL 34275 MULTI—STORY ALUM, SINGLE HUNG WINDOW U ONLY me39turd� F NOK FL 1529 S&*&1*dak Scala Ma Ri oNLr SH-800 NTS 4 $ 4061 E s 2.328 + 2.784 . 1.342 2.278 .062 NOM 0 062 NOM. 2.155 NOM. L1.707 N08 2.638 Q FLANGE FRAM HEAD 21 MAT'L: 6063-T5 FXD. MEETING RAIL 24 SASH TOP RAIL DWG# 4002 MAT'L: 6063HS-T54 MAT'L: 6063HS-T54 � DWG# 4054A DWG# 4006C 28 SASH BOT, RAIL 1.749 DWG# 4051 A 5 I! .480 NOM2 .062 NOM. 3. 6 O SASH STOP MAT'L_DW# 6 4025T5 2.710 .062 NOM. zlai 1.513 I+ 2.784 .7 040 �6 FLANGE FRAME JAMB FLANGE FRAME SILL 1 NOM' MAT'L: 6063—T5 MAT'L: 6063—T5 DWG# 4004 DWG# 4050A 16 SASH STOP COVER 1.3ae--.-� rr FK. ' 1 Palo: os 1-x sHQ_THIS SW MAT"L: 6063-T5 062 K. 8 30 04 g�C o THIS OU DWG# 4053 F. 2 04 C—NO C Q THIS SHY 1.1$5 /J� Gram Bie Gala• . fir/ DU F.K. 10 4 O1 Gwnrvxma EXTRUSION PROFILES 30 SASH SIDE RAIL 1070 TWHNOLOmr OrtnE NoKows.FL 3427'6 MULTI—STORY ALUM. SINGLE HUNG WINDOW MAT'L: 6063—T5 Rubwt L Oanc P.E P PA Box 1829 am.rao na aer L___` bWG# 4008 s 39712 NoKOMS,FL 34274 SH_800 NTS 5 8 406 9 E ITEM QWG# MAT'L PO4 DESCRIPTION ITEM QWG MAT'L PGT# QESCRIPTION f - an ramo 1.098 2 1155-1 S. STL 781PDX x 1 S.S. Quad Pn.SMS --► .b25 �+-- 3 4050A X63- 64050 Fla Ftmne SIU 54 947 41722 Grommet 4 1Q62 FIN SEAL . . 55 010 x 3 4`011 PH TEK Screw 5 1155-1 S.Sfl 781PQX Pn. SMS 56 61062° Wdftp .167 It .270 M seat 050 .878 6 41X14 6063-T5 612227 a Frame Jamb 57 4064 PLASTIC 44064 Mt. Rd Tube End Ca NOM. j 9 4029 00 well Balance 5/r t0 4029 STL 1BAI.TBKi Balance Bottom Bracket Cb 11 1060 VINYL 6BALCM16 8119. Corer * B 5 39 7/16 LAMI BEAD 12 1167 S. SR 78X34PPAX x .750 Ph. Pn.SMS S.S. 13 4029-1 Caldwell 11Rra-Lift Balance .670 MAT'L 6063-TS 14 S. SA x 125 PH.Pn. Wig 1 09 DWG 4222 15 4025 8063- 612244 $pgh I-+-1.115 SS8 �+- � �f.098 16 4053 6063-T5 Sto Corer 17 4029-1 S11 Sash Bracket 18 ZINC PL 8 x 1 PH. PN.SMS NotK NOM. � 67 19 1207 PVC 6WCUP Wiiru6oad Ada0er _ 20 S. STL 78X38PPTX x.375 Ph. Pn.TER S.S. 21 waft -TS 64054 Flied M Rod 40 7 16 LAM! BEAD C41) 3 8 LAMI BEAD 23 � SIL 6aossc 167x11110 Bn seal / �/ 42 3/8 LAMI BEAD 23 1105'1 S. S-1 781PDX x 1 SS.Quad Pn.sMS W GR LL KIT MAT'L: 6063—T5 W GRILL KIT 24 4�8C 3HS- 64006 Sash 7 Rah OWG# 988 25 1235 FIN SEAL 673166 We .,.170 x .270 bads.tin seal MOU 6063-1'S 750 MATT.: 6063-T5 26 1096 DIE-CAST T1096 Sw Latch DWG# 985 I 1 DWG# 987 27 1175 ZINC PL. 785888 x 5 8 PfH FH SM$ 28 4051A 6063-T5 64051 Sash Bottom Rail 1226 VINYL 6TP249 Wst. Bulb Y 30 4008 8063-T5 612231 Sash Side Roil 8S7 .125 31 1235 FIN SEAL 67S1 8G W ..170 x .270 ba fin ad f•5i)D 32 1155 1 S. STL 781 1 S.S. Quad P SIRS 33 1086 CELCON 70344 Sash T G 9 1 .907 .019-+► 7,5 34 1086 fLCON 42505 Sash T Guide 11 18 35 1268 NYLON 8 6 42501 Sash Face G Ln 36 doss 3 8 Laminated 1 8A.090, 1 -�� +-.310 37 crass 716 Laminated 3 1 ,.090 18HS --*' .062 NUM. 53 MEETING RAIL frtr,. 39 °o" +� �T�ane 45 SCREEN FRAME 3s 4222 6063—T5 64222 tlaz Bead 7-716 Lauri 51 BOTTOM LOCK MAT'L: 3105-H14 REINFORCEMENT 40 9858 6083-T5 8985 Gtazt Bead 7 16 Latni w Grill Kit MAT'L: 6063-T5 DWG# 1014 MAT'L: 6061-T6 49 9� 6063-15 6986 oar B 3 larni DWG# 2740 DWG# 4063A 42 987 6053-T5 6987 Gkuin Bead 3 8 La W Gr61 Kit 43 1224 VINYL TP-247 Bulb Weatherstri 44 1622 EPDM 71622K (lass Brock 3 2 x 25 64 x 45 1014 3105 H14 61011 Screen Frame 46 1 1831 1630 1631 Screen Comer K 47 9073 S STL 78835M Screen Spring F.K. r 0 05 E- 0 CHG Tws SHTI 49 81816 reen Cloth F.K. 30 04 A10 HC THIS T 49 1278 PLC 70409P( Screen Puil 5 Meld fiv. DWI 0 16 4 1635 Mm PLC 1624K 3S9C Screen S F.K. 02 04 C-AO , 9gg 9t 151 51 2740A 6083-T6 62740 Bottom Lock rap 6onal ° ` I F.Du oeFeerpf I toer. o 4 or B.0.M. & EXTRUSION PROFILES CONT. 1070 ye" wtoar oan�E 0� NOKOMIS.�34276 MULTI—STORY ALUM. SINGLE HUNG WINDOW Robert 4 C'12.P.E Scent: Sneed—Oro`tna Ne. Rer. I--- tr 112 P.O. Box 1529 NOKOeus.FL 34274 SH-800 NTS 1 6 er $ 4061 E s 16 1/4' 20 3/4" 10 MAX. MAX. 18M 7X./4"I+--20M 3/4°–+.{ 16 1/4° MAX. 20 3/4° MOJ( 17 1/2' MAX. 17 1/2' "*--MID–SPAN MAX. 4—MID–SPAN NOTE 2 NOTE 2 LOCATION 3 LOCATION 3-\ SPACES EQUAL SPACES EQUAL 17" M G RAI SEE MAX 14.8° 8" 76' NOTE � LOCATION 3 LOCA170N 3� 76" NOTE 4 LOCATION 3 LOCATION 3� 78" MAX. 17-LOCATION 1 LOCATION 1 MAX� M N RAI 17' MEETIN 14'A) 6• X14"9' 6" MAX MAX L 7° +--LOCATION 2 LOCATION 2 10° LOCATION 1 LOCATION 1 1 p" MAX. MAX LOCATION 1 LOCATION 1 ip• r•�-33 MAX. ETA _A. ]/1 DETAIL 6`PROyw DETAIL C. RADIUS TOP ANCHQRAC`�' SPA �N M TES• 1. SPACING FOR SINGLE ROW OF 1/4'TAPCONS. OP IS LIMITED WHEN ANCHORING WITH #12 SCREWS (SEE TABLE 2.). 2• 1/1. PR01nEW_AND RADIUS TOP HEbOS AS m•I rmrs• TABLE 2.ADOFFIONAL JAMB ANCHOR LOCATIONS > 16 1/4° MAX. FROM CORNQIS AND 20 3/4" MAX, O.C, PROVIEW AND RADIUS TOP WINDOWS OVER 52' WIDE DESIGN W WDOW 81ZE @ CONFIQ 710N REQUIRE AN ADDITIONAL ANCHOR MID–$PAN, SEE ENCIRCLED LOCATIONS AT HEAD IN DETAILS B AND C ABOVE. PRESSURE OVER 37'x 80• RANGE UP TO 37"x60" 3. 1/1 JAM9S AS FOU OWS ri j��AQ UP TO 63118"X 7B° �OJMlCi' > 10' MAX. FROM CORNERS. TAPCONS 1H VIEWtRAD 1M VIEWRAO A ft UP TO > 9" MAX BELOW MEETING RAIL MARKED AS REFERENCE AND 17' MAX. ABOVE REFERENCE 72.8 PSF 72.6 72 8 61.8 6B g q31 4• 10 EVL_AND RADLUS TDP JAS FO VA ND c 72.6 TO 1,Z3 3 `�' �J,U APP 1[`aG�c n,an�u� > 10 MAX, FROM ✓ATOM CORNERS AND 17 1/2 MAX FROId TOP CORNERS. 120.0 P8F -101.7 77.7 -103.8 7y,7 > 9" MAX. BELOW MEETING RAIL MARKED AS REFERENCE AND 14°AND 17" MAX. ABOVE MEETING RAIL REFERENCE. 01.0 To -1073 •107.1 103.5 > –120 PSF OR LESS, 15 5/18" MAX, O.C. ABOVE MEETING RAIL[UMITED To –77.7 PSF WITH #12 SCREWS]. KEY > –121 TO –150 PSF, 9 3/4" MAX. Q.C. ABOVE MEETING RAIL [LIMITED TO –107.4 PSF WITH #12 SCREWS], DETAILS ADDITIONAL OR COIF LOCATION(S)BLANK NONE FOR 5. SPACING FOR ALL WINDOWS INSTALLED OUTSIDE OF MIAMI–DAOE COUNTY WITH 1/4"TAPCONS OR #12 SCREWS TO FULL OP: 3 dm* 8 .7 > 16 1/4' MAX. FROM CORNERS AND 20 3/4° MAX. O,C W I ffi12 SCREW DESIGN PRESSURE LIMIT >> 1 . FROM CORNERS > 9° MAX BELOW MEETING RAIL MARKED AS REFERENCE. 17" MAX. ABOVE REFERENCE AND •+ •R� as 17 3/16' MAX. O.C. F.K. 1 !0 OS NEW NOR SHr PRO W. 15" AND eni TOP CORNERS, F.K. !O 4 O1 > 15 FROM BOTTOM CORNERS, 17 i/ FRMAX2ROOM TOP CORNERS AND 23 3/4' MAX. O.C. /4J TIN /�/� ANCHORAGE SPACING > 10° FROM BOTTOM CORNERS AND 17 1/2° MAX. FROM TOP CORNERS f` 1070 TECHNOLMY tmr& mir > 9°MAX' BELOW MEETING RAIL MARKED AS REFERENCE AND 17°ABOVE MEETING RAIL REFERENCE• r+�an t pmw PE NOKOMIS, FL 34275 MULTI—STORY ALUM. SINGLE HUNG WINDOW > 23 3f4° MAX. O.C. ABOVE MEETING RAIL, PE Q36T12 P.O•BOX 1529 /�1' proevp No. pa L sw�,,,,, raxo�lls. n.aaz7a SH-800 NTS 7 •+ $ 406� E 1 1/4" MIN. 1/4" MAX. SHIM 1/4- MAX. SHIM -1/4* MAX. SHIM 1 1/2" MIN, —1 1/4' MIN. 1 1/4' MIN. MAX. SHIM j'' 1�'I I I i i'i f I/ - TAPCON W1 4 #12 HD (SEE NOTE 1) ZETAIL 3 �N 0 �QQ MIN. #12 SCREW 1/4-TAPCON W1 #12 14D 1/4-TAPCON 1 HD JSEE NOTE 1) W/ 2 \mo (SEE NOTE 1) DETAIL 4 2x WOOD BUCK DETAIL_5_=_1&_WOOD_BUCK QUAIL 6 — No BUC (SEE NOTE 2) (SEE NOTE 2)& TYPICAL JAMB ANCHORAGE 1/4*TAPCON Wl #12 HD SHIM (SEE NOTE 1) ETAI 2 — 1x WOOD CK NOTES 29 (SEE NOTE 2) 1. FOR CONCRETE APPUCXnONS IM MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED TApCONS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PACE As Ix ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD SUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF Afte WOW SUCKS TO BE ENGINEERED By OTHERS OR AS APPROVED By AUTHORITY HAVING JURISDICTION. 1 J/2- MIN 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5083-TS AND A MINIMUM OF PROVIDE FULL SUPPORT TO THE WINDOW JAMS SICLAR TO THAT SHOWN IN DETAILS I AND 6 ABOVE FOR Zx WOOD BUCKS. THE ANCHOR SHALL BE A #12 1/8*THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUAGNUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 7 MAY BE USED. .— 1/4: J.— [XF.K. ;6W-Q-5- -AiRalv— .MTES AS NOTO &WO4 D- MO AfFR AM DETAIL 1 #12 SCREW C-UPDATE Psv o I _ 2x WOOD BUCK 1 1NftK3US11Rj -wo- (SEE NOTE 2) AANCHORAGE DETAILS 10WE m1w TYPICAL HEAD ANC LORAGE R-bet L Ck*P.t. MULTI—STORY ALUM. SINGLE HUNG WINDOW.QOX sw_/mad* Smote:- L""No. Rw F p W& 1529 -O 34274 SH-800 NTS 8 d 8 4061 JE • ••• • • • • ••• • MI® AqB b0AMI DARE COUNTY,FLORIDA ' ' • • ••• hWIRO-DADS R AG lit BUJIM0 �;CC�:BUIIDING CODE COWLIANCE OFFICE : : '•: ' ; 0 •it 40 WEST FLAG MR STREET,SUITE 1603 PRODUCT CONTROL DIVISION 000 i•• ' ' • • • • • M1AIV1l,1 XXWA 33130-1563 • • (3t)S)379-2901 FAX(305)373-2908 NOTICE OF ACCEPTANCE(NOA�r� .. • ... . . . . .. . PGT IrsdarsW= • • .. . P.O.Boxim •• • • • . • ••• •• N&end%FL 34274 SCOPE: This NOA is behtg issned ttWer the applicable rules and regulations governing the use of construction mauls. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Mum!Dade County and other areas where allowed by the Authority Havimg Jurisdidion(AM. This NOA sltan not be valid after the expiration date stated below. The MramiDade County Product Control Division an Miami Dade Cotmty)and/or the AM(in areas other than Miami Dade County)reserve the right to lave this product or matodal%W d for quality assurance purposes.If this product or material fat'ls to perfaam is the accepted manner, the manufacturer will incur the expense of such testiog and the AM may immediately revokr,modify,or suspend the use of such product or mataial within&*, jurisdiction. BORA TOM tam 0& to revoke this ate,if it is deed by Miami Dade County Product Control Division the this product or material Wh to meet the requirements of the applicable budding code. Tads product is approved as described herein,and has been designed to comply with the Florida Building Code, Including the Mgh Velocity Hmexm Zone. DESCRIPTION:I x Std.Wall-M u minum Tube Clipped Mullions APPROVAL DOCUMENT:Drawing No.66211.1,titled"1"STD.Wall Mullion Arrangement Detar,sbeets 1 through 5 of 5,prepared,signed and sealed by Robert LClark,PR,dated 5126/04,with revision`°A"on Sr". bearing the Mi=ZWe County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the -Dew Cwmty Product Control Division. MISSILE IMPACT RATING:i Awp aril Small Missile Impact I.ABEIMG:Each trait shall bear a permanent label with the manufactwees name or logo,city,state and following statement:"Miami Dade County Product Control Approved',unless otlerwim noted hernia. REWWAL of Ws NOA shall be considered after a renewal application has beem filed and there bas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the serials,use,and/or manufactme of the product or process.Misuse of this NOA as an enda rwm ent of any product,for sties,advertising or any od wr purposes shaft automatically t enniarre this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERT r:The NOA umber recem by ft words Maui-Dade County,Florida.and followed by the expiration date may be displayed in advertising litem me. If any potion of the NOA is displayed,them it shall be dare in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its&stribuW and shall be avalWo for inspection,at the job site at the request of ft Building Off fficial. 11bis NOA revises NOA 8 02-0781.05 and,consists of this page 1 and evide=pages L-1 and E-2,as well as approval document mentioned above The submitted documentation was reviewed by Theodore Berman,P& ANIL NOA No ju 8423,2.04 Sytpltatlos Date: Jens ZS,2005 Approval Dates July 08,2004 �! rage I 04-0528.04.max 'I 44MCT 0 f------+r---� _ +r,t--------- -------t aerar wrx nom'� via r Avagm S'aR b' am am awmw fM0611CT rFP. yyL(10N a f r Hui"* aler !�► of I Pra 6turaro r OHeucr �DOOAr PROW 1 _ v.Fl w .— s W-- 9060•• F.Fl#-a N.NI+PIp N�NlNat • HSIDOwS AIUL D T F JO N w AN FD l w, DOWS 6t ,!0 • " N+ 0 • '. 4� � L1.��EY�-t7lL �..,. �) AL �i �' � 9999:. FOR DVERAAWNG MAX ALLOWABLE X/� MONE ABOVE MVAllf;A!WMO& 0—LFD • DESIGN PRESSURE SEE TABLES FOR DETERMIMNG MAX ALLOWABLE FOR DETERMANNG MAX ALLOWABLE .t)lQ1yr A OV ON PAST 5 OF 5 DESIGN PRESSURE SEE TABLES DESIGN PRESSURE SEE TABLES FOR MINING MV44 6 WABLE *••••6 MAX OPENING - W OR W I+W2 ON PACE 5 OF 5 ON PAGE 5 OF 5 =A Q&URE A.PfiM ••.•. MUU LENGTH = H MAX OPENING : H OR HI+H2 /41)UV OPENING = H OR 141+H2 ON P 5_QF 5 yr • •47 MULL LENGTH = W MULL LENGTH m W OR WI+W2 M3)MAX 0 NAG H 9999. M2)MAX OPENING = W OR WI+W2 MULP tUM = W 0#49 i +W3 ..••.. MULL LENGIN = HI M4)MAX S = W102 PR W2+W3 •• MULI LElVTj = H1 0090 0000•• • • 0990 • • •• • • •.• 0999.• MAIN « A TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS F,1C 3/3 0� —ADp NOTitilpy ,.FOR ANCHORAGE TYK OUANPTY AND LOCATION J P.AP. 4128100 REFER TO SKM Z 3 AND 8 i jb� ® 2.OW007 Wy BE MULLED 700ETNER, TO A "W OF 7 UNITS z�►i ARR,4NGEMENT DETAIL J.MULLIONS AR£APPROVED FOR IMPACT& NDN-uaPACT � 1" STD. WALL MULLION 4.REFERENCE TE57 REPORT FT1-2902. 2903 AND 2975 L aII12'PE w. f..e �M397l7 f070 OBY OR'VF P.Q 6011 1676 suoc a a.:m rt >.a7t MULLS NTS 15 6620-1 A r • r-2'OR 4'.-.� AGM tx wwav vat:Ix ASIA= 7' �' (• r—Y'OR 4'—•{ ruuro ar its ower apes M f � (d0 AS li6l 10 1 W4 &wow am IGRL Gtr TO AlW A �� w.�wa�a.wm 7 � ` tl•'}Ala AS 811D�M �� ,n mt•rm AItD I O • �n 'uo` Y�crrP o 0 wwm �b ws ec aGE oxa�r a,•;•umm a�I AIP•0�,dQ MOtt it •:. ... :e.,.>R in Aar. r• _,.y` •t• .:•'- i•�~ AGN. S lr. •+�.6 ':' 1tlFllCtlrOEGAit F44ffJFRS fmt t•WIU• 1MYL{iN ••• "�'!;r.• ,_ t, llltfr GIG[GO}MI' 7Yp M MULUM TO Attn l— MWA Ann•.+ a• �,6QJL1uflu TO WITH 61D0� gLm RFAMVFb FROM,LQ TrPf G� Par.N NuuA11 `Y� 4•� Aar.it muWall •OWNS. • • •••••• 4 • mm •• re r.+kells••• • • � •••••• � soaaar�a ��v. ••••• ee�iG• • • o •r—-- rAa 1_ �•• • • N � (iYA • O • sa+att } mm �prP� O••• � i••• A nflt itACrC AITIwI iwFD 61xx • lax�•Ap}E1 — ••t••• •N 1�NW, No wac copes tp BLOW r4. .. ..'IItb7BCG "mm .• • •• • r 4° fix•• Apy,��/} L �� •••••• X i..� •,,. t�; :. tir ir••.•.�IA fxi •; A MM/t • AM MCA MUL.19N� Fr!?UC7�i�f WlTN • • • • • • } BUCK TYPE �3. „wean 8Ln K AND C f1C- TYPE 'D'. •• 1. FOR AWLL SIZE AND QUANWY OF ANCHORS RECUREV SEE SHEET 3. FOR ANCHOR LOCATIONS SEE SHEET J.SWE AS�QWNWY OF ANCHORS C O A OP UP-T-- O OP C. ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 2. REFFRfAACE TEST REPORT FTL-280$ 2903 AND 2873 60 p•,R d Ce 1011, NOTATION P.J.P. I'4,428_100 er0011C1'di�� iW%F ANCHORS SHOWN ARE FOR A PCIORIX oam= ��L � C IP & INSTALLATION DETAIL REPRESENTATION ONLY. FOR CORRECT OUAVM OF ANCHORS PLEASE REFER TO C94M AND FIND THE 01Y � 1 mu " STD. WALL MULLION CORRECT ULU SIZE AND PRESSURE REO'D FOR YOUR L Clark,pg SPECIAC APPUCAWN. PE NW12 IG>G rperwptoeY aervc P.&sox rate s 5620-2 A a ss lW ,it 3/YTJ NaWW. JW4 ANUS NTS 2 w 5 i I MIN. FROM IMPORTANT. ENDS (TYP) . QUANTITY S MIN M ANCHORS SHOWN END (�FRO) ARE FOR A PICTORIAL REPRESENTATION �. ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE t �••.:. REFER TO CHARTS MAX. 1° MULL d p M REMOVED .... ANTI FIND THE + TN/O� U20W F, • CORRECT MULL SIZE _ °MM96 i°� ••• ....:. AND PRESSURE 1 MAX •••••• REQ'D FOR YOUR ..::o ••• MIN• Ftbg•• SPECIFIC 'A' MIN. A' •.••.� •. Dt•••� APPUC4770N. •• ..:.•• t" L' J, MuLl.sciuE • T4�lO ( ANCHOR LOCAAONS FOUR [¢_AW" LOCAflONS ••• •••••• % ta7Rf15lON OMC/ f089 QTRf/�GM 09G/11198 • �' • �• I.1P iY/TABS ttEMOYi?L} •••••• FOUR !: AXCFIOR L S • • • CUP LENGTH CHART FOR ix MULL MULL SIZE 'A' 1 z 2 x 1 ® TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS irar s a/a f�OTATgN 1 x 4 x j 3}� om" P.J.P. 4128100 op 1" MULLION CLIP ANCHOR LOCATION I" STD, WALL MULLION r Ba6mE O part,PE y-/Ao,a aamie 4w7q r.REfERENf E rrsr REPORT r�-asoa,?8oJ AND 2975 row qf�� muus NTS 3-5 6620 A sd r , (TyP) (TyP) . . 0000.. 000000 •• • •.. 4 2 0000.. ; 00.0 00.0.0 0000.. :000*:• r4 90000• . 00 90� 0000 •000 N 0000 00000 0000•• • • • • J� • • . •••• 0000 4 •• •• 0000 000000 d 0000.. x 0 • o 0000 • • 000000 0.0 0000 • •• • • 000 •0000• • • Ix STD. WALL MULLS '••' MATT: 6063--T6 & TO BE USED.Q� WITH POT INDUSTRIES PRODUCTS EA s ��oounaw P.J.P. 1 4128100 PROFILES Vigo NorE• 7' STO. WALE. MULLION 1. REFERENCE TEST REPORT fTL-2902, 2903 AND 2975 �c712 re rom a vo �J S rm�o�as�� Narown spas WULLS NTS 4 5 6620-4 A r 1x2x.125 5PRONG WIDTH IN INCHES 2 An.hors 50 1 60 70 80 1 90 100 110 120 130 160 42 In 115 107 104 103 103 103 103 103 103 1 O 83 73 87 63 of $1 61 81 81 61 VeC81 Mull 50.625 70 -81 55 12 50 _ 49 49 49 1_ 49 49 57 49 44 41 39 38 38 38 38 38�' 8 41 35 91 29 27 28 25 26 25 28 nuuN 35 30 27 24 23 1 22 21 20 20 Length 26 23 21 23 20 17 16 —19 _ . 18 18 17 17 _ 17 20 17 1S 18 15 _.. - - - horizontal MUD _ Opening • • ..... 1X4X.125 OPENING WIDTH IN griCHEB Mull' • •• 00000 • 4 chors 5O 60 70 80 90 100 110 120 130 180 �cengtn``F © 2 170 170 170 170 170 170 170 170 170 170 _•" •• •••••• :"'• �v 48 170 170 170 170 170 170 170 170 170 170 Multiple Mailed Unfit • •••• ••••• 170 170 170 1T0 _170 176 170 170 170 170 0•• •• • • • • 170 17o 170 170 1 162 188 _ f& 167 187 167 �i•• • • • • ••••• Sol 170 170 157 143 134 127 124 122 122 122 _ I •••• •••••• 170 160 141 128 119 112 108 108.. 106 106 •: •• i< 66 170 145 127 11 S 108 100 96 93 92 92 L • '60000 00:0 • •••.i• 72 142 120 106 95'- 87 81 77 74 72 71 • • • • • _.T. 761 120 102 90 81 . 74_ ... 85 89 61 _ 89 •• • •• iv ••• 7 111 94 83 74 66 83 60 57 55 53 •• 88 71 85 __ 59 53 49 48 44 42 40 Openln 9 72 80 53 47 43 39 37 35 33 31 Widthg _98 89 80 43 38 35 32 30 28 27 24 1 8 41 35 30 27 24 22 20 19 18 16 par,. 111 38 32 28 24 22 20 18 17 1B - -44 tt - - — _-_ - -- A TO BE USED May WITH PGT INDUSTRIES PRODUCTS NOTFS•. P.14 S J 0{ �NpA7npUi 1.MAXIMUM ALLOWABLE PRESSURE-IN PSF. rG P.J.P. 4 ze�� 2.DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, d�( RESSURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. „ PoWnL rE f STD. WALL MULLION J.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 PErom ID �EC+nrnroor�ta� as ear nss� "*4, �°` °oiB10”" 4m sowun l ntacq� n ama mmo>es n 3074 M us NTS .5 w 5 6620 A r ! JOB NO. SHEET OF DESIGNED BY N DATE r �• S g f CHECKED BY DATE La i i t 1 ! 1 ! 1 ' ! ! REFERENCE , i t LLLiii III -�{ ..1 i •^�.^ t`( i -"{-' : � �_ jj •a._•- i tt C 00 it vo Sk P. I r `Service Case Results -� MR @MRS: JOHN.. HAMLET' 1.4®L+t.71-1. Loads R -260 KM - � 2 Results 0.0000 + v -0.0005 C -0.0010 o -0.0015 7 - 10 0 - --- — m a� - co -10 ------ ----- — 0 c a� E o - a r�t-25 --------— -- — — -- 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 j Distance from left end of beam (ft) Reactions z T6.65K T28.4K T9.93K i - AnalysisGroup 2.0 07/19/04 f ��•�12> t j(z s:�► � ��-� � M R @MRS JOHN HAM LET 130 fl r x Input Summary i=0.20 ft"4 Material=Concrete E=449570 Ksf v=0.17 � r� 17.3 N 7.66 H -� 9.66 N H i Load Case Summary Extreme Support Results Support Vert Reaction Vert Reaction+Moment Reaction-Moment Reaction Service Cases: 1 (Pinned) .65 K(1) .65 K(1) 1) 1.4DL+1.7LL 2(Pinned) 28.4 K(1) 28.4 K(1) — — Factored Cases: 3(Pinned) 9.93 K(1) 9.93 K(1) — <none> EXI: - e Span Results Span +Deflection -Deflection +Shear -Shear +Moment -Moment 1 0ft (1) 0ft (1) 13.3K (1) -6.65K (1) 8.50K-ft (1) -25.3K-ft (1) 2 0ft (1) -0.00ft (1) 9.93K (1) -15.2K (1) 19.0K-ft (1) -25.3K-ft (1) M,,, • u.s k.�- ' i 2 ( 13•r3'" �d 2 Ar Top 2 va zk � Vt ..Z b a s..e 01}X13.S 117-74'� 9b1r'c,, o.$ �i7.?4J i�.e z 4 The number In parentheses following the value Indicates the Index of the load case in which the extreme occurred AnaiysisGroup 2.0 07119/04 t ee MR @MRS JOHN HAMLET 1.625 ft Service Soil Bearing Maximum Bearing 1876.17 psf DL+LL V A �� Max/Allowable Ratio .938 w 1876.17 Ln 3a A B psf �o .� Ln 0 psf a a �] uplift sr D C Flexure Design ® 1 X Maximum MuXX/,S 14.657 k-ft ACI 9.1 4.25 ft Maximum MuZZ/d 14.657 k-ft ACI 9.1 Z A B �X Dir. Steel: 1.469 in' (min) 13Z Dir. Steel: 1.469 in2 (min) N D C c Maximum Shear Check Ratios (Vu /0 Vc) Two Way (Punching) Shear .143 ACI 9.1 Ln r4 One Way Shear, X dir. cut .098 ACI 9.1 c i D C One Way Shear, Z dir. cut .098 ACI 9.1 Allowable Soil Bearing :2000 psf Overturning Moment Safety Factors(OTM SF) Concrete Weight :145 pcf OTM SF About X-X Axis NA DL+LL Concrete f :3 ksi OTM SF About Z-Z Axis NA DL+LL Steel fy :60 ksi Concrete Bearing (For Vertical Loads Onlyl) Maximum Bu lRf 60.659 k ACI 9.1 Allowable Bc 734.4 k Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz(k-ft) Overburden (psf) DL 20.75 100 LL 7.65 +p +Vx �+Vz +Mx WN+Mz +Offer EFE A D D C B A A D Company : A July 19, 2004 pesigner : A Job Number : 117 NE 91 ST STREET MR @MRS JOHN HAMLET Checked By: Flexure Design Results Description Load Sets and Factors Mu-XX(k-ft) Z Dir As(in 2) Mu-ZZ(k-ft) X Dir As(in?) ACI 9.1 1.4DL+1.7LL 13.191 1.469 13.191 1.469 ACI 9.2 1.05DL+1.275LL+1.275WL 9.893 1.469 9.893 1.469 ACI 9.2 1.05DL+1.275LL-1.275WL 9.893 1.469 9.893 1.469 ACI 9.2E 1.05DL+1.275LL+1.4EL 9.893 1.469 9.893 1.469 ACI 9.2E 1.05DL+1.275LL-1.4EL 9.893 1.469 9.893 1.469 ACI 9.3 .9DL+1.3WL 5.883 1.469 5.883 1.469 ACI 9.3 .9DL-1.3WL 5.883 1.469 5.883 1.469 ACI 9.3E .9DL+1.43EL 5.883 1.469 5.883 1.469 ACI 9.3(E) .9DL-1.43EL 5.883 1.469 5.883 1.469 A B $$X Dir. Steel: 1.469 in 2 (min) D C Z Dir. Steel: 1.469 in (min) Shear Check Results Two Way(Punching)Vc: 268.384 k One Way(X Dir. Cut)Vc 69.835 k One Way(Z Dir. Cut)Vc: 69.835 k Punching X Dir. Cut Z Dir. Cut Description Load Sets and Factors Vu(k) Vu/0c Vu(k) Vu/ Vu(k) Vu/,oVc ACI 9.1 1.4DL+1.7LL 32.662 .143 5.828 .098 5.828 .098 ACI 9.2 1.05DL+1.275LL+1.275WL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2(W) 1.05DL+1.275LL-1.275WL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2(E) 1.05DL+1.275LL+1.4EL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2E 1.05DL+1.275LL-1.4EL 24.496 .107 4.371 .074 4.371 .074 ACI 9.3 .9DL+1.3WL 14.566 .064 2.599 .044 2.599 .044 ACI 9.3 .9DL-1.3WL 14.566 8064 2.599 .044 2.599 .044 ACI 9.3E .9DL+1.43EL 14.566 .064 2.599 .044 2.599 .044 ACI 9.3E .9DL-1.43EL 14.566 .064 2.599 .044 2.599 .044 _Concrete Bearina Check Results(Only Vertical Loads Consideredl) Bearing Bc: 734.4 k Description Load Sets and Factors Bearing Bu (k) Bearing Bu/oBc ACI 9.1 1.4DL+1.7LL 42.461 .083 ACI 9.2 1.05DL+1.275LL+1.275WL 31.846 .062 ACI 9.2 1.05DL+1.275LL-1.275WL 31.846 .062 ACI 9.2E 1.05DL+1.275LL+1.4EL 31.846 .062 ACI 9.2E 1.05DL+1.275LL-1.4EL 31.846 .062 ACI 9.3(W) .9DL+1.3WL 18.936 .037 ACI 9.3 .9DL-1.3WL 18.936 .037 ACI 9.3E .9DL+1.43EL 18.936 .037 ACI 9.3 E .9DL-1.43EL 18.936 .037 RISAFoot Version 1.03 [Untdled.rft] page 2 Company A July 19, 2004 Qesigner A Job Number : 117 NE 91 ST STREET MR@MRS JOHN HAMLET Checked By: 1.625 ft w Ln 12 in N r q �O a-► a ,� Q W r' d' •A xi � N 0 �. A •'i t0 � x 4.25 ft Z Geometry and Materials Length :4.25 ft eX :0 in Allowable Soil Bearing :2000 psf Steel fy :60 ksi Width :4.25 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :16 in pX :12 in Concrete fc :3 ksi Rebar CL :3.5 in Height :24 in pZ :12 in Loads P(k) Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) Overburden (psf) DL 20.75 100 LL 7.65 +P r� x z x Mz +;Over A D D C B A A D Service Combination Results Description Load Sets Allowable(ps Max Bearing OTMSF X-X OTMSF Z-Z DL+LL DL+LL 2000 1876.17 A NA NA DL+LL+WL DL+LL+WL 2666 1876.17 A NA NA DL+LL+WL DL+LL-WL 2666 1876.17 A NA NA DL+LL+EL DL+LL+EL 2666 1876.17 A NA NA DL+LL+EL DL+LL-EL 2666 1876.17 A NA NA A B A B A B A EB A g r D C p C DC D C D C DL+LL DL+LL+WL DL+LL-WL DL+LL+EL DL+LL-EL QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf RISAFoot Version 17 [Untftled.rft] Page 1 Project Name: MR.MRS JOHN HAMLET { Location: 117 N.E.91 ST. STREET Designer: A Start Date: 5/19/2004 Comments: MR.MRS JOHN HAMLET July 19, 2004 0 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 1 of 10 M'R.MRS JOHN HAMLET July 19, 2004 Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall Length(ft) Overhang(ft) 1 17.33 1.0 2 14.0 1.0 Top 3 17.33 1 .0 W2 4 14.0 0.0 - -- - W1 A W3 Wall Height: 21 ft Parapet Height: 0 ft W4 RoofShape: Monoslope Front Right Roof Slope(:12) A 0.3 W1 W4 W3 W4 W3 W2 Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 2 of 10 !a MR.MRS JOHN HAMLET July 19, 2004 Composite Drawing 0 2 a D ,1 A 3 i I 'I I i I j i i j 4 A Wind Loads on Structures Copyright©2000 SDG, Inc. Page 3 of 10 MR.MRS JOHN HAMLET July 19, 2004 Components and Cladding Input Component Description Surface Type Surface Area(sqft) wall#1 10 s.f Wall 1 10.0 roof 10 Roof A 10.0 wa11#1 20 s.f Wall 1 20.0 roof 20 Roof A 20.0 wall#1 30 s.f. Wall 1 30.0 roof 30 Roof 1 30.0 wall#! 50 s.f. Wall 1 50.0 roof 50 Roof A 50.0 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 4 of 10 I MR.MRS JOHN HAMLET July 19, 2004 Components and Cladding Output Component Descriptionj Surface Zone z(ft) q(psf) JGCp jGCpi ExtPres(psf) Pos Net(psf) Neg Net(psf) wall#1 10 s.f 1 4 21.0 42.3 0.90 0.18 38.1 30.5 45.7 21.0 42.3 -0.99 -41.9 -49.5 -34.3 5 21.0 42.3 0.90 38.1 30.5 45.7 21.0 42.3 -1.26 -53.3 -60.9 -45.7 roof 10 A 1 21.0 42.3 0.30 0.18 12.7 5.1 20.3 21.0 42.3 -1.00 -42.3 -49.9 -34.7 2 21.0 42.3 0.30 12.7 5.1 20.3 21.0 42.3 -1.80 -76.1 -83.8 -68.5 3 21.0 42.3 0.30 12.7 5.1 20.3 21.0 42.3 -2.80 -118.4 -126.1 -110.8 wa11#1 20 s.f 1 4 21.0 42.3 0.85 0.18 36.0 28.3 43.6 21.0 42.3 -0.94 -39.8 -47.4 -32.1 5 21.0 42.3 0.85 36.0 28.3 43.6 21.0 42.3 -1.16 -49.1 -56.7 -41.5 roof 20 A 1 21.0 42.3 0.27 0.18 11.4 3.8 19.0 21.0 42.3 -0.97 -41.0 -48.6 -33.4 2 21.0 42.3 0.27 11.4 3.8 19.0 21.0 42.3 -1.59 -67.3 -74.9 -59.6 3 21.0 42.3 0.27 11.4 3.8 19.0 21.0 42.3 -2.29 -96.9 -104.5 -89.3 wall#1 30 s.f. 1 4 21.0 42.3 0.82 0.18 34.7 27.1 42.3 21.0 42.3 -0.91 -38.5 -46.1 -30.9 5 21.0 42.3 0.82 34.7 27.1 42.3 21.0 42.3 -1.11 -47.0 -54.6 -39.3 roof 30 1 1 21.0 42.3 0.25 0.18 10.6 3.0 18.2 21.0 42.3 -0.95 -40.2 -47.8 -32.6 2 21.0 42.3 0.25 10.6 3.0 18.2 21.0 42.3 -1.47 -62.2 -69.8 -54.6 3 21.0 42.3 0.25 10.6 3.0 18.2 21.0 42.3 -1.99 -84.2 -91.8 -76.6 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 5 of 10 M-R.MRS JOHN HAMLET July 19,19 2004 � Components and Cladding Output Component Descriptionj Surface Zone z(ft) I q(psf) IGCp IGCpi ExtPres(psf) Pos Net(psf) Neg Net(pso wall#I 50 s.f. 1 4 21.0 42.3 0.79 0.18 33.4 25.8 41.0 21.0 42.3 -0.88 -37.2 -44.8 -29.6 5 21.0 42.3 0.79 33.4 25.8 41.0 21.0 42.3 -1.04 -44.0 -51.6 -36.4 roof 50 A 1 21.0 42.3 0.23 0.18 9.7 2.1 17.3 21.0 42.3 -0.93 -39.3 47.0 -31.7 2 21.0 42.3 0.23 9.7 2.1 17.3 21.0 42.3 -1.31 -55.4 -63.0 -47.8 3 21.0 42.3 0.23 9.7 2.1 17.3 21.0 42.3 -1.61 -68.1 -75.7 -60.5 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 6 of 10 MR.MRS JOHN HAMLET July 19, 2004 o MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # I Surface z (ft) Iq (psf) I G jCp jGCpi lExt Pres(psf) Pos Net(psf) Neg Net(psf) 1 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 Overhang Top 21.0 42.3 -1.19 0 -44.8 Overhang Bot 21.0 42.3 0.80 30.1 2 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 3 Leeward Wall 21.0 - 42.3 0.89 -0.50 0.18 -18.8 -26.4 -11.2 4 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 A Roof 0 to 10.5 42.3 0.89 -1.19 0.18 -44.8 -52.4 -37.2 10.5 to 14.0 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 7 of 10 MR.MRS JOHN HAMLET July 19, 2004 CrJ MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface I z (ft) q(psf) IG jCp IGCpi lExt Pres(psf) Pos Net(psf lNeg Net(psf) 1 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 2 Windward Wall 15.0 39.4 0.80 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 Overhang Top 21.0 42.3 -1.24 0 -46.7 Overhang Bot 21.0 42.3 0.80 30.1 3 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 4 Leeward Wall 21.0 42.3 0.89 -0.45 0.18 -16.9 -24.6 -9.3 A Roof 0 to 10.5 42.3 0.89 -1.24 0.18 -46.7 -54.3 -39.1 10.5 to 17.3 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 8 of 10 ' I M'R.MRS JOHN HAMLET July 19, 2004 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # I Surface I z (ft) q (psf) IG jCp IGCpi lExt Pres(psf) Pos Net(psf)lNeg Net(psf) 1 Leeward Wall 21.0 42.3 0.89 -0.50 0.18 -18.8 -26.4 -11.2 2 Side Wall 21.0 42.3 -0.70 -26.4 -34.0 -18.7 3 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.0 42.3 30.1 22.5 37.7 Overhang Top 21.0 42.3 -1.19 0 -44.8 Overhang Bot 21.0 42.3 0.80 30.1 4 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 A Roof 0 to 10.5 42.3 0.89 -1.19 0.18 -44.8 -52.4 -37.2 10.5 to 14.0 42.3 -0.70 -26.4 -34.0 -18.7 I Wind Loads on Structures Copyright©2000 SDG, Inc. Page 9 of 10 MR.MRS JOHN HAMLET July 19, 2004 0j ? MWFRS Net Pressures This data was calculated using the building of all heights method. �I Wind Direction 4 # Surface I z (ft) q (psf) IG jCp IGCpi lExt Pres(psf) Pos Net(psf)INeg Net(psf) 1 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 2 Leeward Wall 21.0 42.3 -0.45 -16.9 -24.6 -9.3 3 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 4 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 A Roof 0 to 10.5 42.3 0.89 -1.24 0.18 -46.7 -54.3 -39.1 10.5 to 17.3 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 10 of 10 i I Miami Shores Village Building Department 10050 N.E.2M Avenue Miami Shores,F133138 Tel:305-795-2204 Fax-305-756-8972 Permit No: 05-873 Job Name:Addition for Hamlet Res. September 1, 2005 Page 1 of 1 Building Critique Sheet 1. Provide Permit applications for Electrical,Plumbing&Mechanical work. 2. Provide Permit application and paperwork for Roofing work from a licensed roofing contractor. 3. Provide Permit application and Product Approvals for the Hurricane Shutters. 4. Provide a column schedule and ID all new columns and filled cells. 5. Fill out the attached"Product Approval Comparison Chart"with all the required information for the windows and ID the windows to be used in the Product Approval �� y NOTE:All items above are required in order to approve the permit to be issued. Claudio Grande CBO 305-795-2204 e L 430 R FEDERAL EMERGENCY MANAGEMENT AGENCY s O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Z E)irea December 31, 2005 C.O.R. ;- 12.0 0 ELEVATION CERTIFICATE. 04-04-05 moot Read the Instructions on pqes 1-7. SECTION A-PROPERTY OWNER INFORMATION For kuanoe Coany Uss: BUILDING OWNERS NAME Policy Number HAMLET 2415733-118 BUILDING STREETADDRESS(Including Apt.,Unit Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 117 NE 91 ST CITY STATE ZIP CODE MIAMI-SHORES FL 33138 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 17&THE W112 OF LOT 18, BLOCK 24,AMENDED PLAT OF MIAMI SHORES SEC N0.1. SUB. PLAT BOOK 10, PAGE 70 BUILDING USE(e.g.,Re dential,Non-residential,Addition,Accessory,etc. Use a Commends area,if necessary.) RESIDENTIAL LA9TUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE GPS(Type): or ##.Mwf) ❑NAD 1927 ❑NAD 1983 ®USGS Quad Map ❑Other. s SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY WmER B2.COUNTY NAME W.STATE VILIAGE,M M&SHOWS 12p652 MIW&WE FL 134.MAP AND PANEL E17.FIRM PANEL 89.BASE FLOOD ELEVA110N(S) NUMBER 85.SUFFIX B6.FIRM INDEX DATE DATE 138.FLOOD ZONES) 9cneAO,use offoo ft) 12025CO 91 J 7-17-95 3.2.94 X NIA 1310.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile ®FIRM ❑Gommm*DeJemuned ❑Other(Dube): B11.Indicate the elevation datum used for the BFE in B9:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe): BIZ Is the bukft g located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Conslnaction DrawiW ❑Building Under Construction' ®FIrM ed Construction •A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 1(Select the bulldog diagram most slrrularto the building for which this certificate is being completed-see pages 6 and 7. If no dagram irately represents the building,provide a sketch orphobograph.) C3.©evations-Zan Al AM,AE,AK A(with BFE),VF,V1430,V(with BFE),AR,ARIA,ARIAS,ARIA1—,ARIAH,ARIAQ Complete Items C3.44 btu aocording 11D the bulldog diagram specified In Fen C2 State the daturn usod.If tie datum is dtfmmt from the daturn used frvthe BFE in Section B,convert the datum to Mused for the BFE Showileld measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum NGVD ConversionlComme is Elevation reference mark used M Dees the elevator reference mark used appear on the FIRM? ❑Yes ®No a)Top of botoriloo(ndudi ng basemertorendosure), 13. 17ft(m) b)Top of react tip w loon WA.-_A(m) c)Bottom of lowest horlontal structural member(V m nes only) NIA.__X(m) d)Attested g (rop of slab) i-kf(m) E 7 9 8 e)Lowest elevation of ando equipment swift the building(Describe in a Co merits area) 10.03 fL(m) 04-04-05 t)Lonrastadjrt(firsslted)grade(LAG) 10.9ft(m) z'r g)Mghed adjacent(finished)grade(HAG) 11.if h)No.of penarent openings(trod vents)within 1 ft above a4aomt grade N Total area d all permanent openings(toad vents)in C3.h hUA sq.in.(sq.an) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to cfrMy elevation information. I certify that Me information in Sections A,B,and C on this ceititiaate reptesents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIERS NAME JOSE A.DIAZ LICENSE NUMBER2798 TITLE PROFESSIONAL SURVEYOR COMPANY NAME JOSE A.DIAZ ADDRESS CITY STATE' ZIP CODE 11 SW 26TH STREET MIAMI FL 33175 SIG TURF . � DATE TELEPHONE, 04-04-05 (�: 7177432 °EMA Form 81-31,January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spas,copy the corresponding Information from Section A. ra it canoe Cor�eny use: WUMG M REETADDRESS(lydWM AtSLK Sutte,ad a ft.Na)OR P.O.ROUTE AND BOX N0. PO4 NumW e, 117 NE 91 ST ' CITY ' STATE ZIP CODE WnPM y WC Number MM-SHORES FL 33138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy bath sides ofthhs Elevation Wffcatefor(1)commumly official,(2)Insurance agenilbompany,and(3)building wrier. COMMENTS ❑Chectik here 4 attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A PITHOUT BFE) ForZone AO and ZoneA(wihout BFIE),complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting hrdom don fora LOMA or LOMR-F, Section C must be completed. E1.Building Diagram Number_(SelW tre building diagram most sh lar to the building for which this cadcate is being canpleted–see pages 6 and 7. If no dagram rely represents the building,provide a sketch or photograph.) 4. F2 The top of the bottom floor(inducting basement or enclosure)of the building is _ft(m)_in.(c m)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,g available}. E3.For Building Diagrams 6$wth openings(seepage 7),the need h igherflooror elevated floor(elevation b)of the building is _t(m) en.(crn)above the highest adjacent ` grime.Complete items C3.h and G3J on frontoftom. E4.The top of the platform of machinery ar dlor equipment servicing the building is _it(m)_In.(cm)❑above or ❑below(check one)the highest agacent grade. (Use natural grade,if available). E5.For Zone AO only:If no float nth number is available,is the top of the bottom floor elevated in accordance with the community's floodplai n management ordinance? ❑Yes ❑No ❑Unknown.The local oflldal must certify this Irbrnalon in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The properly ow a or owns aullmmd repTsentaNve who complates Sections A,B,C(Ilan C3.h and C3a only),and E for Zone A(without a FEMA-Issued or commu;w issued BFE)orZoneAO must sign here. Thesfafemer*in SectonsA,A C,arrd Eare correctio fine besfof yknoWedge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATf S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑Check here 9attachnw is SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authored by law or ordnance to administerthe communty's floodplain management ordnance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable tean(s)and sign below. G1.❑The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by site or local law to certify,elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2.[]A community,official completed Section E for a building lammed in Zoe A(without a FEMA4ssued or communiiy4ssued BFE)or Zone A0. G3.❑The following Information(Ithrns G44M)is provided for community my floodplain management purposes. G4.PERMIr NL N)BlR 7155.DATE PERMIT ISM G6.DATE CERTIFICATE OF COMPLMCEKX=PANCY ISSUED G7.This permit has been issued for❑New Construction ❑Substantial Improvement G8.Eerrdbon of as-bult loarestfloo"udng baserra7Q of the building k it(m) Datum: G9.BFE or(n Zone AO)depth of flooding at the building site is: _.—ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check if&achMents FEMA Form 81-31,January 2003 Replaces.all previous Oditions 1 JOB NO. pl T—� A MVI AMAL Cr t t SHEET OF Jam•®� � DESIGNED BY A DATE DATE �l CHECKED BY t 1 hvAA REFERE CE N 1 , I 1 6 d i I1 LL .--. Sip •s�'T• s '�� x..51 • ' ._ ..__ 1 ' !D�� 2�. P:S.F...�. ,�1..4. i 3!.5 �!..-_S�.'fz ;• _.-..�._ .�.__ . __.'{ ' � ._� .._s _ � �. t— — `�.__ L_-4 i. • "C _ 1 ! r e . 71 , t = r i `Service Case'Results MR @SIRS-,`JOHNHAML . Loads n 260 Klit Results 0.0000 -0.0005 - _; -- -- _ _ ----�-- ----- - — - c j3 -0.0010 a¢i -0.0015 - 10 0 - --- c a� 0 T-11 III Fil r;r25 - ---�------ - 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 Distance from left end of beam (ft) Reactions5 T6.65K T28.4K T9.93K AnalysisGroup 2.0 07/19/04 MR @MRS JOHN HAMLET 3 Input Summary Awkk 1=0.20 ft^4 Material=Concrete awl E=449570 Ksf v=0.17 1 17.3 tt -� 7.66 A 9.66 It ~ Load Case Summary Extreme Support Results Support Wert Reaction Vert Reaction¢Moment Reaction-Moment Reaction Service Cases: 1 (Pinned) 6.65 K(1) 6.65 K(1) 1) 1.4DL+1.7LL 2(Pinned) 28.4 K(1) 28.4 K(1) — — Factored Cases: 3(Pinned) 9.93 K(1) 9.93 K(1) <none> Extr"e Span Results Span +Deflection -Deflection +Shear -Shear +Moment Moment 1 0ft (1) 0ft (1) 13.3K (1) -6.65K (1) 8.50K-ft (1) -25.3K-ft (1) 2 0ft (1) -0.00ft (1) 9.93K (1) -15.2K (1) 19.0K-ft (1) -25.3K-ft (1) M" a 2S.s k,p- M., I Q.o•) 2.5.3 c12as�s� _ 13 $•Fr Z. l 2 13-S-3 04 ?)If n p vu /,z o A. A , s �.oc33'fi12�c13• _ ��67 4#S &PT. k- V� �„Z ��,dl a Z se.e 12 13•�� ' ft o sow The number in parentheses following the value indicates the index of the load case in which the extreme occurred AnalysisGroup 2.0 07/19/04 MR @MRS JOHN HAMLET 1.625 ft Service Soil Bearing A 1 1 B Maximum Bearing 1876.17 psf DL+LL w ; , Max/Allowable Ratio .938 A B 1876.17 psf w 0 psf � a 0 uplift DI C Flexure Design ® 1 C m X Maximum MuXX IRS 14.657 k-ft ACI 9.1 4.25 ft <---i Maximum MuZZ IRS 14.657 k-ft ACI 9.1 Z A B 4" X Dir. Steel: 1.469 in2 (min) Z Dir. Steel: 1.469 in2 (min) D C a Maximum Shear Check Ratios (Vu IRS Vc) to Two Way(Punching) Shear .143 ACI 9.1 Ln ri One Way Shear, X dir. cut .098 ACI 9.1 c i® C One Way Shear, Z dir. cut .098 ACI 9.1 Allowable Soil Bearing :2000 psf Overturning Moment Safety Factors(OTM SF) Concrete Weight :145 pcf OTM SF About X-X Axis NA DL+LL Concrete fc :3 ksi OTM SF About Z-Z Axis NA DL+LL Steel fy :60 ksi Concrete Bearing(For Vertical Loads Onlyl) Maximum Bu I fi6 60.659 k ACI 9.1 Allowable Bc 734.4 k Loads P (k) Vx(k) Vz (k) Mx(k-ft) Mz(k-ft) Overburden (psf) DL 20.75 100 LL L 7.65 +p +Vx +Vz +Mx +Mz +Over4 A D D C B A A D i; Lb Company A July 19,2004 Designer : A Job Number : 117 NE 91 ST STREET MR @MRS JOHN HAMLET Checked By: Flexure Design Results Description Load Sets and Factors Mu-XX(k ft) Z Dir As(in 2) Mu-ZZ(k-ft) X Dir As(0) ACI 9.1 1.4DL+1.7LL 13.191 1.469 13.191 1.469 ACI 9.2 1.05DL+1.275LL+1.275WL 9.893 1.469 9.893 1.469 ACI 9.2 1.05DL+1.275LL-1.275WL 9.893 1.469 9.893 1.469 ACI 9.2E 1.05DL+1.275LL+1.4EL 9.893 1.469 9.893 1.469 ACI 9.2E 1.05DL+1.275LL-1.4EL 9.893 1.469 9.893 1.469 ACI 9.3(W) .9DL+1.3WL 5.883 1.469 5.883 1.469 ACI 9.3 .9DL-1.3WL 5.883 1.469 5.883 1.469 ACI 9.3E .9DL+1.43EL 5.883 1.469 5.883 1.469 ACI 9.3E .9DL-1.43EL 5.883 1.469 5.883 1.469 A B X Dir.Steel: 1.469 in (min) D[M C 13 Z Dir. Steel: 1.469 In (min) Shear Check Results Two Way(Punching)Vc: 268.384 k One Way(X Dir. Cut)Vc 69.835 k One Way(Z Dir. Cut)Vc: 69.835 k Punching X Dir. Cut Z Dir. Cut Description Load Sets and Factors Vu(k) Vu/0c Vu(k) Vu/ c Vu(k) Vu/,eVc ACI 9.1 1.4DL+1.7LL 32.662 .143 5.828 .098 5.828 .098 ACI 9.2(M 1.05DL+1.275LL+1.275WL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2M 1.05DL+1.275LL-1.275WL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2E 1.05DL+1.275LL+1.4EL 24.496 .107 4.371 .074 4.371 .074 ACI 9.2E 1.05DL+1.275LL-1.4EL 24.496 .107 4.371 .074 4.371 .074 ACI 9.3 .9DL+1.3WL 14.566 .064 2.599 .044 2.599 .044 ACI 9.3 .9DL-1.3WL 14.566 .064 2.599 .044 2.599 .044 ACI 9.3E .9DL+1.43EL 14.566 .064 2.599 .044 2.598 .044 ACI 9.3E .9DL-1.43EL 14.566 .064 2.599 .044 2.599 .044 Concrete Bearing Check Results (Only Vertical Loads Consideredl) Bearing Bc: 734.4 k Description Load Sets and Factors Bearing Bu (k) Bearing Bu/013c ACI 9.1 1.4DL+1.7LL 42.461 .083 ACI 9.2MO 1.05DL+1.275LL+1.275WL 31.846 .062 ACI 9.2M 1.05DL+1.275LL-1.275WL 31.846 .062 ACI 9.2E 1.05DL+1.275LL+1.4EL 31.846 .062 ACI 9.2E 1.05DL+1.275LL-1.4EL 31.846 .062 ACI 9.3(W) .9DL+1.3WL 18.936 .037 ACI 9.3 .9DL-1.3WL 18.936 .037 AC19.3 E .9DL+1.43EL 18.936 .037 ACI 9.3E .9DL-1.43EL 18.936 .037 RISAFoot Version 1.03 [Untkled.q Page 2 Company A July 19,2004 Designer A Job Number : 117 NE 91 ST STREET MR@MRS JOHN HAMLET Checked By: 1.625 ft 43 A B w to 12 in F, tC14o 4 to 4 z N 04 N U)I-J'i t0 M® C ® 1 C TX 4.25 ft G Z Geometry and Materials Length :4.25 ft eX :0 in Allowable Soil Bearing n :2000 psf Steel 9 p fy 60 ksi Width :4.25 ft eZ :0 in Concrete Weight :145 pcf Minimum Steel :.0018 Thickness :16 In pX :12 in Concrete fc :3 ksi Rebar CL :3.6 in Height :24 In pZ :12 in Loads P k) Vx(k) Vz(k) Mx(k ft) Mz(k-ft) Overburden (psf) DL 20.75 100 LL 7.65 11 • +P +Vx +Vz +Mx Mz +i - � A D D CC B A A D Service Combination Results -Description Load Sets Allowable(psf) Max Bearing(psf) OTMSF X-X OTMSF Z-Z DL+LL DL+LL 2000 1876.17 A NA NA DL+LL+WL DL+LL+WL 2666 1876.17 A NA NA DL+LL+WL DL+LL-WL 2666 1876.17 A NA NA DL+LL+EL DL+LL+EL 2666 1876.17 A NA NA DL+LL+EL DL+LL-EL 2666 1876.17 A NA NA AA B A B�,,y .,` ; 4k(3. A 6 A k 2P k�. B D C D C D yet C D C D C • DL+LL DL+LL+WL DL+LL-WL DL+LL+EL DL+LL-EL QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QA: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QB: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QC: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf QD: 1876.17 psf RISAFoot Version 1.03 [Untitled.rft] Page 1 __ Project Name: MR.MRS JOHN HAMLET i Location: 117 N.E.91 ST. STREET Designer: A Start Date: 5/19/2004 Comments: i MR.MRS JOHN HAMLET July 19, 2004 Local Information Wind Dir. Exposure- 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project, uses load combinations from ASCE 7. i wind Loads on Structures Copyright O 2000 SDG, Inc. Page 1 of 10 i MR.MRS JOHN HAMLET July 19, 2004 Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall Length(ft) Overhang(ft) 1 17.33 1.0 2 14.0 1.0 3 17.33 1.0 W2 Top 4 14.0 0.0 W1 A W3 Wall Height: 21 ft Parapet Height: 0 ft W4 RoofShape: Monoslope Front Right Roof Slope(:12) A 0.3 W1 W4 W3 W4 W3 W2 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 2 of 10 I MR.MRS JOHN HAMLET July 19, 2004 Composite Drawing 0 2 I D 3 A 3 � I � II I I � i i I i I i i i 4 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 3 of 10 MR.MRS JOHN HAMLET 0 July 19, 2004 Components and Cladding Input Component Description Surface Type I Surface Area(sgft) wall#1 10 s.f Wall 1 10.0 roof 10 Roof A 10.0 wa11#1 20 s.f Wall 1 20.0 roof 20 Roof A 20.0 wall#1 30 s.f. Wall 1 30.0 roof 30 Roof 1 30.0 wall#I 50 s.f. Wall 1 50.0 roof 50 Roof A 50.0 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 4 of 10 MR.MRS JOHN HAMLET July 19, 2004 Components and Cladding Output Component Descriptionj Surface Zone z(ft) I q(psf) I GCp jGCpi ExtPres(psf) Pos Net(psf) Neg Net(psf) wa1l#1 10 s.f 1 4 21.0 42.3 0.90 0.18 38.1 30.5 45.7 21.0 42.3 -0.99 -41.9 -49.5 -34.3 5 21.0 42.3 0.90 38.1 30.5 45.7 21.0 42.3 -1.26 -53.3 -60.9 -45.7 roof 10 A 1 21.0 42.3 0.30 0.18 12.7 5.1 20.3 21.0 42.3 -1.00 -42.3 -49.9 -34.7 2 21.0 42.3 0.30 12.7 5.1 20.3 21.0 42.3 -1.80 -76.1 -83.8 -68.5 3 21.0 42.3 0.30 12.7 5.1 20.3 21.0 42.3 -2.80 -118.4 -126.1 -110.8 wa11#1 20 s.f 1 4 21.0 42.3 0.85 0.18 36.0 28.3 43.6 21.0 42.3 -0.94 -39.8 -47.4 -32.1 5 21.0 42.3 0.85 36.0 28.3 43.6 21.0 42.3 -1.16 -49.1 -56.7 -41.5 roof 20 A 1 21.0 42.3 0.27 0.18 11.4 3.8 19.0 21.0 42.3 -0.97 -41.0 -48.6 -33.4 2 21.0 42.3 0.27 11.4 3.8 19.0 21.0 42.3 -1.59 -67.3 -74.9 -59.6 3 21.0 42.3 0.27 11.4 3.8 19.0 21.0 42.3 -2.29 -96.9 -104.5 -89.3 wall#1 30 s.f. 1 4 21.0 42.3 0.82 0.18 34.7 27.1 42.3 21.0 42.3 -0.91 -38.5 -46.1 -30.9 5 21.0 42.3 0.82 34.7 27.1 42.3 21.0 42.3 -1.11 -47.0 -54.6 -39.3 roof 30 1 1 21.0 42.3 0.25 0.18 10.6 3.0 18.2 21.0 42.3 -0.95 -40.2 -47.8 -32.6 2 21.0 42.3 0.25 10.6 3.0 18.2 21.0 42.3 -1.47 -62.2 -69.8 -54.6 3 21.0 42.3 0.25 10.6 3.0 18.2 21.0 42.3 -1.99 -84.2 -91.8 -76.6 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 5 of 10 MR.MRS JOHN HAMLET July 19, 2004 Components and Cladding Output Component Descriptionj Surface Zone z(ft) I q(psf) JGCp IGCpi ExtPres(psf) Pos Net(psf) Neg Net(psf) wall#i 50 s.f. 1 4 21.0 42.3 0.79 0.18 33.4 25.8 41.0 21.0 42.3 -0.88 -37.2 -44.8 -29.6 5 21.0 42.3 0.79 33.4 25.8 41.0 21.0 42.3 -1.04 -44.0 -51.6 -36.4 roof 50 A 1 21.0 42.3 0.23 0.18 9.7 2.1 17.3 21.0 42.3 -0.93 -39.3 -47.0 -31.7 2 21.0 42.3 0.23 9.7 2.1 17.3 21.0 42.3 -1.31 -55.4 -63.0 -47.8 3 21.0 42.3 0.23 9.7 2.1 17.3 21.0 42.3 -1.61 -68.1 -75.7 -60.5 Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 6 of 10 MR.MRS JOHN HAMLET July 19, 2004 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface I z (ft) q (psf) IG jCp IGCpi lExt Pres(psf) Pos Net(psf)lNeg Net(psf) 1 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 Overhang Top 21.0 42.3 -1.19 0 -44.8 Overhang Bot 21.0 42.3 0.80 30.1 2 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 3 Leeward Wall 21.0 42.3 0.89 -0.50 0.18 -18.8 -26.4 -11.2 4 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 A Roof 0 to 10.5 42.3 0.89 -1.19 0.18 -44.8 -52.4 -37.2 10.5 to 14.0 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 7 of 10 MR.MRS JOHN HAMLET July 19, 2004 �rs MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # I Surface I z (ft) q(psf) IG jCp IGCpi lExt Pres(psf) Pos Net(psf)INeg Net(pso 1 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 2 Windward Wall 15.0 39.4 0.80 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 Overhang Top 21.0 42.3 -1.24 0 -46.7 Overhang ot 21 A 42.3 0.80 0. 9 3 1 3 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 4 Leeward Wall 21.0 42.3 0.89 -0.45 0.18 -16.9 -24.6 -9.3 A Roof 0 to 10.5 42.3 0.89 -1.24 0.18 -46.7 -54.3 -39.1 10.5 to 17.3 42.3 -0.70 -26.4 -34.0 -18.7 I Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 8 of 10 MR.MRS JOHN HAMLET Jul y 19, 2004 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # I Surface I z (ft) Iq (psf) I G I Cp I GCpi I Ext Pres(psf) Pos Net(psf)I Neg Net(psf) 1 Leeward Wall 21.0 42.3 0.89 -0.50 0.18 -18.8 -26.4 -11.2 2 Side Wall 21.0 42.3 -0.70 -26.4 -34.0 -18.7 3 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.0 42.3 30.1 22.5 37.7 Overhang Top 21.0 42.3 -1.19 0 -44.8 Overhang Bot 21.0 42.3 0.80 30.1 4 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 A Roof 0 to 10.5 42.3 0.89 -1.19 0.18 -44.8 -52.4 -37.2 10.5 to 14.0 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 9 of 10 v ' r MR.MRS JOHN HAMLET July 19, 2004 1 ? MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G jCp IGCpi IlExt Pres(psf) Pos Net(psf)lNeg Net(psf) 1 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 2 Leeward Wall 21.0 42.3 -0.45 -16.9 -24.6 -9.3 3 Side Wall 21.0 42.3 0.89 -0.70 0.18 -26.4 -34.0 -18.7 4 Windward Wall 15.0 39.4 0.89 0.80 0.18 28.1 20.4 35.7 20.0 41.8 29.8 22.1 37.4 21.3 42.4 30.2 22.6 37.8 A Roof 0 to 10.5 42.3 0.89 -1.24 0.18 -46.7 -54.3 -39.1 10.5 to 17.3 42.3 -0.70 -26.4 -34.0 -18.7 Wind Loads on Structures Copyright©2000 SDG, Inc. Page 10 of 10 ii FLORIDA ENERGY EFRCIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-01 Residential Limited Applications Pr0scrlpttve Method C SOUTH 7 8 9` said A411111100%MOOG*=&Bt�u►9 l decd( idtmFb&6wU 1Codemybe byihetsedFam80=Iw dOWsqumtogiass sb thaw d hwm eml mste tr ssdFmm In a • PRO.ilcCTNAME: /dov/» .040/r/0 BuB.DER: AND ADDRESS: /17 M6 /sr PEiMiI'TINt3 G ® CLiMA Mir9�o �e�� s �G OFFICE: �d/4ms -d9a � ZONE: 7�8LJ8 e OtNNER: John �gm4er h�lT� ham.: IXU=7096M pD kdodOdoo Bm�ftw10emWMMwb1nTdft�•1.8G2aad8G,3 ta�tto8s:aom d a�an.adb�e�g � 9 .yb�ms�Ima�elm�i ► 1� los ��►artshd� a�oa�odona�8ma�on �e ��edpin6nenin hVAi 6oDmaet�l +dt>aav�de sie� �Td�S.a�imrl�2o�S►�� em �A1�ACTl�FI� compmalawd bytl�Sbrlal SYST�6SCon a e ie Please PWkd cK m or Manufactured Home 1. °9017*140 Renovation,Reovatian,Additlan,New System 2. Single family detached or Multifamily attaches 2. 3. ft Multifamily--No of units covered by this submission 3. 4. Conditioned floor area(sq.ft) S. S. Predominant eave overhang(R) ' single Pane Double Pane 6. Glass area and type: Ga. �.� �- a. Clear glass b. Tint,film or solar screen 7. �•f sq- 7. Percentage of glass to floor area 8. Roar type and kwulation: ® / a. Slab-on-grade(R-value) 8a. R= sirs.ft. p t. b. Wood,raises(11-value) Sb. R= _ sq.f c. Wood,common(ft-value) 8c. R= sq•ft. d. Concrete,raised(11-value) 8d. R= sq.It. e. Concrete,common(R-vakw) Be. R= sq.ft. 9. Wall type and Insulation: a. Exterior.. ,'1 'L�9 1. Masonry(Insulation R-value) 9a-1 R= L 2. Wood frame(Insulation,R-value) 9a•2 R= -sq..It- b. Adjacent: 9b-1 R= sq-fL 1. Masonry(Insulation R-value) 2. Wood Rama(Insulation R-value) go R= sq. ft. c. Marriage Walls of Multiple Units'(Y@SA110) � 10. Calling type and Insulation: 30 2y,3 a. Under stoic(insulation Wvalue) 10a. R= -ft b. Single ass mbiy(insulation R-value) 10b. R= sq.fi. 11'. Cooling system* A10M (Types eftA nom urdt,package terndnai A.C.,gas.existing,nom) 11. Type: " c SEER/EER: _. rtaMai LP.gas, 12 Type: A Almle — 12: Heating system*:(fyp�heat ptrrrtp.�. 9�• gas hp..root►or PTAC,exiaing.MM) twom P/AFUE: 13. Air Distribution System*: ^1® a. Baddlow damper or single package systems`(Yes/No) 13a. N v -- b. Ducts on marriage walls adequately seam*(YestNo) 1XlST! 14.Hot water system: 14. Type: (rypas:el ,neural gas.oem wdsft none) EF- • 9� *Pertains to awndectured homes with site km%dhed cornpon • i��ti�at tls plans ami spedfitstio�covered by the calculation are Cam. � � 8t�6e EneW �Ao aS w h em S aaennt�sn: D�'1Al t°1 __ DAM — o»aL I try coW that is in - wth Energy C -_ -- - owrcanac ►r DATE m►ts�__ - F1OPMA Bt1tLDihVG — G 13205 Climate Zones 7 8 9 TABLEOC-t:pRMCIrMREQLWeA8MF0R MALLADI)MONS(600 Sq.R.and ga?,RMIOdA7M 70 EMM MMMM NDSi1E 96TNJ.®COMPOtd91TS OF MANIFAMREDHOW3. 09M ATM mllo= MTALLED T INSULATION 11MALLED EQWPfA13�IT EFRt�t EIPMEMY Bt�c R-5 Central A/C-Split SEER = 10.0 SEER = c>a Frame.2'x 4' R-11 - ?. : g Pkg, SEER = 9.7 SEER = J Frame.2'x 6' R-19 -- $ Room unit or PTAC EER = 8.5• EER = . Common,Frame R-11 Common.Masom R-3 Electric Resistance ANY Under Ate FM30 -- Heat purnp-SP HSPF = 6.8 HSPF = Single Assembly.Enclosed z e z Paris R-19 - ms e • HSPF = 6.6 HSPF = Roan unit or PTHP COP = 2.7* HSPF/ Single Ate;Open R-10 COP Comm.Frame Gas.natural or propane A W- = 78 AFUE = rrs Slab-on-grade No whimurn Raised Wood R-1 t Fuel 08 AFUE a 78 AFUE ¢ Common,Frame R-1 1 w Electric Resistants EF = .88 EF :07 R-6 = Gas: Natural or L:P. EF = .54 EF in space c in space Fuel CM EF a 54 EF = No rn®rinrhurr► •see Taffie 6-3.e-r T Y MaxiRanrh b tioo arse a select and solar heat Bfximum%= ItstaBed% = GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED O 20°q0--.78 UP TO 30% UP TO 40% UP TO Mive S a Double a Double Single Double 2'-.87 1'-.78 3-.87 2-.78 4'-.87 3'-.78 r 0'-.75 V,75 0'-.61 2'-.75 1'-.61 3-.7S 0'-.44 2'-.57 0'-.39 1'-.38 0'-.35 S Get=fiiiei SHGC from the manuiachrrer or use defaults: Single clear SHGC=.87.doubts clear SHGC=.78,and single tint SHGC=.75. TABLE W4 MOMM REMWMARM FOB ALL PACKAGES O REQUIREMIRM &Cracks 60M o be e EWA for Wndows&Doors 606.1 Max.0.3 dmistIA window,area:.5 dmlsqfL door area. Sob&Top Plates =.1 Sole and Mokmilons through top plates of exterior wens must Ina SWO& Recessed UdMbm 608.1 Type IC rated with no pamtrations two oltematives 606.1 Air barrier on PedIM ter of floor cavity between from. Exhaust Fans 606.1 Exhaust tans vented to unconditioned space shall have dampers,except for combustion devices with Intmal exhaust ductwork Combunstion 606.1 Combustion s and water heating systems must be provided with outside combustion aw, A/�� for = Water Heaters 612.1 Comply with efftiency requirements In Table 6-12. Switch or dearly marked circuit breaker(eler ) "Imming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial mum have a Al,, / poops&Spas timer.Gas spa&Mol heaters must have minimum thermal efkWM of 78%. Hot Water P1008 612.1 Irowlation is required for but water treat recovery units). Shower Heeds 612.1 Water lien►must be restricted to no more than 2.5 gallons per min to at 80 PSIM HVAC Duct 610.1 AN ducts,Slings.mechanical equipment and planum chambers shall be mechanically attached, Construction, sealed,Insutatol and installed in accordance with the criteria of Section 610.1. Ducts m attics rust be Nye' kwulathm&hmMiliation h7smlated to a mininum of R-6. HVAC Controls 607.1 Separate readily able manual or automatic thermostat for each System. GTIt 1.OnTatle�li�ta�Rof&�eanl�A�ibaal6estCrla�r�sdifeegtia>si.l�R-val�sarl I►ruimaaaatte�aanva�s�ed. Catplesh�g�dset �p�t�tfadc ZADI)MOMONLY.D Una dr�glassto tam hhtieattdr nasf Tdd�a daagiacs inD smmsarell daarp� Dw1blismaddRMAlftdilld sedadddtothe tai r¢ iAe a 's6� ormdomdbytie .anawanegWblbetoWamelftossaaybe trm IeWWgbssmm ft*61 1 sere liq fbeasedgead�n i'byi0DbgeIdsp'= aleomb lbomediltns (So�Sai pV*wd eaMs9(q nasakhed0- M{SHGC! FaaomOm aWwmk% er ensftlWo iis*e"A&Wgbn ifu i aald= =_ pYt► d�laaR�jio&readrm�i�bcaasiytleo�gandt�t� d mn7atde�2Ahr �sinfheanaaetmaetAe famtedlitaopGasinBte�pY1� ��9(�la fcora9efxad @re�baimhut6n�qur�� at� . 3.000MMLY. gkasn ea ag An}r sh�a�ei rl r rtny� fl gbsaaes+ chars �t tafr+atmt t�ga�a e e ��a�ndks�then8�irma6awalerg.G�sst�rgrem�ttolmrdr��arta�rraslle li�bda t 4. SYST[�S.Ctln�y�rersps�nshIms�nflod. &C N11,a iff, f8VMIed0nftMPbddPPI. B.Read°dn �StoaB atxl ",T�8G3.aaldedcate . 7.R&.sitrraddaatle sump 1. 13" FLORIDA BUhLWNG CODE-BUILDING •