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RC-06-232Inspection Date: 12/04/2007 Inspector: Grande, Claudio Owner: NOELL, JAQULYN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1205 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: -4,24 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060143970 Lot: Phone: 786- 277 -9540 Building Department Comme INSTALL A NEW ALTUSA SPANISH S COLOR THROUGH MULTI -COLOR COLOR FUME TILE ROOF SYSTEM ON MEW GARAGE ROOF a DEC 042001 Passed Inspector Comments / J /ye" 6/C__. -.ie--0 P. (_____ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, December 3, 2007 Page 2of2 sty- NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N0. . , TAX FOLIO NO. 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. ra 1. Legal description of paropperty and -�street/address: t 5 j S& assl. SY &o +' t 4 111111111111111111111111111111111111111111 CFN 2004R1293506 DR Bk 2515E Ps 3537f (lps) RECORDED 12/05/2006 14:42:31 HARVEY RUVIN, CLERK OF COURT MIAt1I —DADE COUIITY, FLORIDA LAST F'AGE 2. Description of improvement: ILIO )()S€ ( 3.Owner(s) name and address: Nt5~C l 1 Interest in property: )2.0.,50-0 Y ck, . Name and address of fee simple titleholder: Csk JI.iy41 , A4,14. 4 ontractor's name and address: CY-L • 1[ 5. Surety: (Payment bond squired 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 • signated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Flori•: Statutes, Name and address: 8. In addition to himself, Owners designates the flowing 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. Expiration date of this Notice of Commencement: (the e • iration date is 1 year from the date of recording unless a cliff =rent date is specified Signatu Print f Owner er's Name c� �"� 1 Prepared by 2 �f e-y-5 at-2-4_,..- 'mil /� ..�_ � , Sworn to and subscribed •• .: me this 4 day of C. , 200G9 r Notary Public Print Notary's Na My commission : xpires: 123.01 -52 PAGE 4 8/02 Address: l yi VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I )(ley s , being the legal property y owner for the property Located at: 1203 M CIS s4 Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td 31,brk as my own contractor, 1 further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy: It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) yin initial of reviewing clerk. Tie foregoing instrument Was acknowledged before me this 6 day o fa(D___, 20 By in.telt" who is personally known to me or who has Produced • as identification and did take an oath. t, Owner s„`"'va',, Mabel V • OS Ue `� DD2 2• •= Commission# a . ::s Expires: Jul 13,200 9oFo "�' Bonded Thai Atlantic Bonding Co.. Inc ZONING CRITIQUE SHEET PERMIT # JOB ADDRESS: APPLICANT: APPLICATION: DATE COMMENTS INITIALS /31 /06 Ulken olc∎vewa s are 1oca1ecJ in �4e ire a.r of e� ro e o�nnl II rr P � Se rri IV i-fnM On a Ilex aisles 0'us4 not- be dr id'. acee55 er Pre' c& c.tclEuhr►n �e•,r (for- lel COe,Prn�eo -41,; ap &s cei \-; A n7 S If 12� 3-‘10 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508. N. RL DC,• LIZ li___ NOV 1 3 2006 BY: 1101 (ti November 8, 2006 Chief Building Inspector Miami Shores Village Building Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 Miami Shores Villa •e • (305) 89 ZONING DEPT STATE AND COUNTY RULES AND REGULATIONS NOTICE TO BUILDING AND ZONING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER FLORIDA BUILDING CODE Dear Sir. We have been retained by the Owner to perform inspection services under Section 2705.4, Florida Building Code, at Noell Residence, 1205 N.E. 95th Street, Miami Shores, FL 33138 project on the below listed structure as of November 8, 2006 CONTRACTOR INSPECTION PROCESS NO. STREET ADDRESS OF RECORD RESPONSIBILITIES 1205 N.E. 95st Street Reinforced Masonry Wall Miami Shores, FL 33138 Reinforced Concrete The following individual (s) employed by me or this firm are authorized to perform inspection services: 1. Ali Arbab, P.E. 2. Al Montazer We will notify the Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. We understand that a special inspector's inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building inspectors. The Miami Shores Village building inspector must be called for the first mandatory inspection and bi-weeldy thereafter for log inspections. Further, upon completion of the work under each building permit, I will submit the completed inspection log form and sealed Statement of Compliance to the building inspector at time of final inspection and before making application for a Certificate of Occupant • ThWIrtimeht of Gow p 'liance shall state that to the best of your knowledge, belief and prrfessiojal;uigmant:Att those portions of the project outlined above meets with the intent of the lleritla B4tildtng Cdde And is in substantial accordance with approved plans. Ali Arbab • • P.E. No. 35460 Special Inspector No. 04%. • • • • • • • • . • ••.• •.• • • • • •• • • • • • • • • • •• •. • • • . ... • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • AA/m . C:/AA/SpecialInspections /noellres PROCESS # FOLIO # CROWN OF ROAD 8. 8 4 Ft NGVD FEDERAL EMERGENCYMANAGEMENTAGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE / Imnnrf rd- Raarl tha Inctnr 4 nn nn can 1- 7. 6 / l�/ l/ O.M.B. No. 3067-0077 Expires December 31, 200f SECTION A- PROPERTY OWNER INFORMATION _ _ ` 1► r BUILDING OWNERS NAME kra MEY_ ": i.. • W. FIRMPANEL • B8 . F L O O D Z O N E ( s ) x y N BUILDING STREET ADDRESS (Inducting Apt, Uri, Sure, and/or Bldg. No.) OR P.O. ROUTE D ) •L 1 N JC CiTY STATE — - r e ay PROPERTY DESCRIPTION (Lot and Block Numbers, Tax _ • _ Number, Legal Damon, etc.) • a eu •- •► IIIIRIMI BUILDING ` (e.a.. R�denfal. •, _:_; • ential. Addition. Accessory eta Use a Corrm ents =1 _„ -srl 1. II RESIDENTIAL LATiTUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( °- U'-##. or H.) NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type) USGS Quad Map D Other: SECTION B - FLOOD INSURANCE RATE MAP (FARM) INFORMATION B1.NFP COMMUNITY NA NUMBER Miami Shores, Villa e of 12065 BZ COUNTY NANE 2MIANU -0ADE ✓ 133. STATE FL I B4. MAP AND PANEL NUMBER 12025C0093 B ti . S U F F I X J 6 9 g, FIRM INDEX DATE 07- 17-95 W. FIRMPANEL • B8 . F L O O D Z O N E ( s ) x EIL BASE FLOODELEVAIION(S) (ZaeAO, used aii n9) N/A E F F E C T N F J R E V I S E D D A T E 03-02,9 B10. Irx$cate the sauceofthe Base Flood Elevation (BFE) data orbase flood depth entered in ❑ FIS Ruffle k,� FIRM ❑ Community Determined ❑ Ober (Describe): B11. Indicate the elevation datum usedforthe BFE it B9: I NGVD 1929 ❑ NAVD 1 ^:: ❑ Ode (Desabe): E312. Is the loci In a Coastal Barter Romances .. „ -, CBRS area or Other Protected Area OP ? ❑ Yes ® No Designation SECTION C. BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Bing rations are based on: ❑ Construction Drawings* 0 Bulling Under Construction* ® Finished Constcuc on *A new Elevation Cerddcatewid be required when cotstruc dor of the budder is came t legram Narbri (Seledthe budcik; dagram Most .iii -, to the budcingtzmirIth this o is t .o .- see pages 6and7. no *gram accurately represents the bulking, provide sketh orpmtcgraph.) C3. Elevations –Zones A1- A30,AE,AN,A(wtilt BFE), VE, V1430, V(with B, AR, AR/A, ARIAE, AR/A1-A33, AR/AH, AR/A0 Comp! Items C3. a-i beiawauw,Jng to the building diagram specified ln lion C2 Stab the datum used. Pile datum Is &bent from the datum used forte BFE in Sraion. B, cowed the datum .to that usedixthaBFEShort field measurements auddatum conversion. or]. usettis space pawkled or tha Oommeda areaof Section DorSection G, as appmpriab3, to doarmentthe gran oorn1On. Datum 1929 NGVD Conesior/Comments Elevation reference mark used B-62 Does theelevadon reference mark used appearon the FiRM? 0 Yes IN No d a) Top of bottom fioor(t eluding basemerg orenclosure) 12.3Aft(m) ip b) Top of next fi • O c) Bottom of lowest sbuctural member (V zones only) 12 LA rn) I ❑ d) Attu garage (flop ofsab) ly tA_t.(m) e) Lowestelevedor of madtriery and/orequdpment seMdng the budding (Describe in a Co ments area) CI I) Lowest ailment (01sred) grade (LAG) $ 7 (m) z ❑ g) Highest g (finished) wade (HAG) 9. 2 tt(m) ❑ h) No. of pennanent openings (flood vents) within 1 ft above adjacent grade 13 ❑ I) Total ema cf all Permanent vents) in C3.h tr. (sq. cm) T 2 6 h SECTION D - SURVEYOR, ENGINi�i,.ORARCHLTECT CERTIFi.CATION. :+ (.h ! This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A B, and Con this certificate represents my best efforts to interpret the data avaiable. I understand that : false statement maybe ,, I able b fine or hn.risonment under 18 U.S Code, Section 1001. • CERTIFIER'S NAME TITLE ALBERT R TOUSSAINT PRESIDENT UCENSE NUMBER 907 COMPANY NAME A.R. TOUSSAINT &ASSOCIATES, Inc. ADDRESS 620 N.E 126 Street SIGNATURE 1\c4tee24d CITY STATE ZIP CODE NORTH MIAMI FL 33161 DATE TELEPHONE 305891-7340 SECTIONDliSURVEYOWENCREMORARCHITECTCERTIRCATION (CONTINUED CopiboltittIefoltite EkiiagriCeitgOti.ffccininthii acid, (2) * — - • Check here If afthments SECTION E. BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneA0 and Zone A (vnlhott BFE), complete ItansEl through E4. If the Sedation Catillcate Is hated for tne as supporting inform:don for a LOW■ or LOMR-F, Et Baling Elegem Wither Wattle building &wan mott *Mark) the buildng forvetich ontirde Ts behrog completed -see pages 6 and 7. ff no diagram accurately Secllon C nust be completed. represents the bullring, povide a sketch or photograph.) E2. lbe top of ihe bottom floor (includng basement or endosute) of the building is _ft(m)_in.(cm) 0 above or 0 below (chec( one) the Nghest acller ent grade. (Use E3. For Building Diagrams 6-8 vslh openings (see page 7), tile nod Ngberiloor or elevated toot (devallon b) of the building is lt.(m)_in.(cm) above the highest adjacent naturd grade, if eatable). grade. Complete Owns C31 and C31 on tont off= E4. The top ofte pldform of mathineny andfor equipment sevicing the builing Ts _ft(m)_(cm) 0 abeam or Q below (chedc one) the highest adja3ent grade. (Use E5. For Zone AO only: If no flood depth number h3 adabl% Is the top of the bottom floor elevated in accordance vith the continuity's toodplain management ordroce? natal grade, if ardlable). Yes 0 No 0 Unknown. The kcal offidal mtet cagy tills hionnalion in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The propetty Goer or owners authorized tepresentitkewito completes SectionsA, B. C (Items C31 and Cal only), and E for ZoneA (vilhout a FEMA-Issued orcornmunly- Issued BFE) or Zone AO must eign hen Thestatements in Sedan s A, Et q E are cared tothe beta! my knoldedga PROPERTY OTANERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS cny .;1 SIGNATURE COIVIMENTS DATE STATE ZIP CODE TELEPHONE RY INFORMATION (ovnoNAL) The local Add into arilvrized by Taw or ordinance to .1! riW sffoodplein management ontriance can =pieta Sedans A, B, C (or E), and G of Us Elevalion Celte. Complete the appltable item(s) and sign below. GI. 0 The infonnalion in Sedan C vEsteken from other donmentallon that has been signed and embossed by a llcensed s(flveyor, engineer, or achitect who Is authorized by state or loot !ado Geri* elevallon 'donation. (indicate the solace and date o? the elevation data in the Cormnents an3a below) G2. 0 Acornmunity add completed Sedan E for a it; 'located in Zone A (without a FEMAtsued or cornrrnstrissued BFE) or Zone AO. G3. El Thefolloang informallOn (Items G4-G9) is provided for commurity toodplcin memagement purposes. G4. PERMIT NUMBER 65. DATE PERMIT ISSUED (36. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED 0 Check hete If attachments d, G7.11ds pent has been Issued for. 0 New C,ortelruction 0 SUbStelltia IITIMierfleilt G8. Elevation of es-bdIt Wiest icor (Including basement) of the beading kr G9. BFE or (In Zone AO) depth of flooding at the bang ste bx LOCAL OFFICIAL'S NAME TIllE (*IMMUNITY NAME TELEPHONE DATE SIGNATURE COMMENTS . _gm) _tot Datum; Datnn: 0 Chedthere attacinnerris Benson Electric, Inc. 10475 SW 186 St. Miami, FL 33157 PH: 305- 235 -6741 5 7 71 MAY 1r� _��% B Y: Myers Noe11 1205 N.E. 95 St. Miami Shores, FL 33138 RE: Permit #EL -12 -06 -2953 Dear Mr. Noe11: Eta/n.(356 Electrical Contractor EC00000025 CC000000360 FAX: 305- 235 -4690 May 7, 2007 As per your letter and our phone conversation, we have to notify the building department at Miami Shores Village of your decision that you no longer need our services because you are discontinuing the job. JHC:es James H. Clark President & Qualifier The application with conditions was passed and adopted this 25th day of May, 2006 by the Planning and Zoning Board as follows: Vice Chairman Abramitis Mr. Ulmer Mr. Reese Mr. Sastre Chairman Ferran Yes Yes Yes Yes Absent Date airm Page 2 of 2 in and Zoning Board DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR 97//haini Shore3 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER PZ06 -0323 - 05 Property Address: 1205 NE 95th St. Applicant: Myers Noel (Owner) Address: 1205 NE 95th St. Miami Shores FL 33138 Agent: James Smith Address: 10050 NE 2"d Ave. N. Miami FL 33161 Whereas, the applicant Myers Noel (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval: three (3) car garage. Whereas, a public hearing was held o May 25, 2006 d the Board, after having considered the application and after he and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 09654 ITE SPECIF C INFORMATION Owner's Name: 19 Job Address. Roofing Contrac .o • I Ati v) r _ (71,-F vi-2 6 . Type of Tile: - o , � Date Installed. °! 7--9 4 Approximate Roof Height: t `Z- feet Roof Pitch: 3 !Z Type of Access to Roof: Scaffolds ' Ladder Other Approximate Square Footage of Roof. 1, 0 0 0 ft2 (t-tyk-4/6--c70-4-t) Required Testing Force: 35 lbs. Testing E ui m Chatill ion1000 Date Tested. 1 r - ®°4 ws TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pup Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Puil Tes t(P or F) 1 ".......4.> 26 51 76 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 - 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 85 90 16 41 88 91 17 42 _ 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 ,ems ! 46 71 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT UB , ED BY: / Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job 1°7 C 5- OF 't5r, Lit_ A-2,Pe5,0 Sheet Num.ber • • f Contractor Checked By Scale MORMINIMMEMEM ME MOMMOMMEMEMEnummEmorAMMOMMIMM MMEMMEMINIMWOMMEMInmdammu OMMEMMEMINUIPMEMEMEMAMME111111 MMEMOMMINIMBWMWERWAMMEMEMEMMOM 11111111111111131118111111111 1111111 1111411111111111111 I I 1111111111111111111111 1111111111111111111111111111111 MEMEMMERMEMINIMMEMMEMMEMMERMEMMII =mum 9. Miami Shores s Village APR Building De artment ° ..... 10050 N.E.2nd Avenue, Miami ores, Florida 33138 B Y - ---- - - - -.- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING C414 Permit No° q PERMIT APPLICATION. ° Master Permit No. FBC 2004 Permit Type (circle). Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simp eholder) E dill Phone # 3Q 757-7? Owner's Address ✓ Z' 5 A/6- �5.41- City 11,,40,4 5 d State Zip 337 Tenant/Lessee Name Phone # Job Address (where the work is being done) . )Z S 1746 q 31' . City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 6 ) .: Phone # 3Zy ZS`2 - Y29 s°f Contractor's Address %3•1) City I0,1 State t' Zip ??fib QualifierName A4-5740 Phone # QS q V'337 State Certificate or Registration No. Certificate of Competency No. 0.51S471337. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7/ /5e2 " Type of Work: ['Addition Describe Work: (D DAlteration Square / Linear Footage Of Work: //,f 74fs [New Repair/Replace ❑ Demolition `► Submittal Fee $ Permit Fee $ ,ems CCF $ 4-20 CO /CC Notary $ Training/Education Fee $ 40 Technology Fee $ 5.15 , Scanning $ Radon $ DPBR $ Zoning $ Bond $ Structural Review. $ Code Enforcement $ Double Fee $ C q Total Fee Now Due $ 410 • S , ! (7/' ' 1' '-' See Reverse side -+ Cia /10 35 Bonding Company's Name (if applicable) Bonding Company's Address 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will ' delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the, f such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The forego ent was ackn wledged fore me this day of 20(n, by X- f QiK , who is personally known to me or who has produced 4 1, 61— &e, As identification and who did take an oath. 7 S: 0 66( <- , lJ NOTARY Sign: Print: My Co * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this 147 day of who is personally known to me or who has produced / 2l1®.1 Jd'as identification and who did take an oath. NOTARY PUBLIC: ission Expr * * * * *****t* Sign: Print My Comm ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer ='� Zoning " 71V/Lan,Lj ShoreJ ill 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207. Fax: (305) -756- 8972.,. '••• v .w I. I PP* Or4ct-t WHEREAS, COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY hereinafter referred to as the Owner of the (owner following described property: Legal description/folio #: Lot Block Subdivision Tax Folio fr': requests permission to install: [ Asphalt, concrete, bra iicck pavers [ ] Landscaping [ ] Other within the public road right of way of , 1.0 r IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1 • To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. �• The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). • 4. The undersigned further agrees that these conditions shall be deemed a covenant running with tiie land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative).. SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this �� day of l / CrANk SIGNED, SEALED AND DELIVERED in the presence of =STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, attached survey, performed by (property o oes hereby attest that the (name of surveyor's company) performed on 05-2_,C-200Z , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Furthitr, Affiant sayeth naught. Witness(sign and print) SWORN TO AND SUBSCRIBED before me this ICI day of r 1 Affiant is personally known to me, produced 10 - 15 as identification. Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Permit NO. DS -4 -07 -779 Issue Date: Not Issued Expires:Not Issued Folio Number:1132060143970 Owner's Name: JAQULYN NOELL Job Address: 1205 95 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1150 Total Job Valuation: $ 7,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 4/24/2007 : Yes Comments: DRIVEWAY AT ALLEY CAN NOT EXCEED 12 FEET IN WIDTH AT THE PROPERTY LINE AT THE ALLEY WITHOUT A GRASS BREAK AS DISCUSSED AT THE PLANNING HEARING. FRONT CIRCULAR DRIVEWAY MUST SHOW A GRASS STRIP OF AT LEAST 2 FEET IN WIDTH BETWEEN THE DRIVEWAY AND SIDEWALK. CIRCULAR DRIVE AT STREET MAY HAVE 2 FOOT FLARES ON EACH SIDE OF DRIVE FOR TOTAL OF 14 FEET AT THE STREET PAVEMENT IDENTIFY THE TRASH AREA ON THE PLAN. 4/24/07 SEE REVISED PLAN SURVEY = 25' • 50 75.5 .^ Y IO 9 8 7 CONC. WALL 0.1 CL. arn732 29.96' g FOR CONC WALL - Cj • 40.2' POOL05 40;2' 0.5' CL. LEGAL DESCRI LOTS 21 AND ACCORDING T9 OF THE PUBII IN THE. VILLA E •Q . OCXJ84, OF "MIAMI SHORES, SECITON NO. 5 ", OF RECORDED IN PLAT BOOK 10 AT PAGE 37 I -DADE COUNTY, FLORIDA, BEING SITUATED ORES, FLORIDA. ORDER NO. 12.•46 DATE: MARCH 25, 2002 F.B. 484 PG. 50 SCALE: AS SHOVN SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A.R. TOUSSAINT & ASSOCIATES, INC. 520 N.E. 126th STREET NORTH MIAMI, FLORIDA • FO. 1.P. . BIG: • • • • • ALBERT R. TOUSSAIN • • REGISTERED ENGINEER N • •RIG�ST.E.RED SURVEYOR AND MAPP • STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORI • aRDEI$'NO. t3874• • 6 REVISED & UPDATED THIS 6th • • • • • • ft• 4, 4 •P� 50 : :ADD ELEVATIONS AS SHOWN, • • • • • _ • me P. 73•74° • 4• GEODETIC VERTICAL DATIM, 19 • • ••• • ••• • • • • • • Miami Shores Village SUBJECT t© TO MPWiN ,t ; ALL ALL FEDERAL, ORDER: 13923 REVISED THIS 1st DAY OF FEB UARY, 00 • • • • • • • :SHOW BUILDING UNDER CON �`f3ON.4P€D COUNTY RULES AND REGULATIONS • • • • • • • Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DS -4 -07 -779 Issue Date: Not Issued 5 Expires:Not Issued Folio Number:1132060143970 Owner's Name: JAQULYN NOELL Job Address: 1205 95 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1150 Total Job Valuation: $ 7,000.00 Planning and Zoning Criteria and Comments Approved: No Comments: DRIVEWAY AT ALLEY CAN NOT EXCEED 12 FEET IN WIDTH AT THE PROPERTY LINE AT THE ALLEY WITHOUT A GRASS BREAK AS DISCUSSED AT THE PLANNING HEARING . FRONT CIRCULAR DRIVEWAY MUST SHOW A GRASS STRIP OF AT LEAST 2 FEET IN WIDTH BETWEEN THE DRIVEWAY AND SIDEWALK. CIRCULAR DRIVE AT STREET MAY HAVE 2 FOOT FLARES ON EACH SIDE OF DRIVE FOR TOTAL OF 14 FEET AT THE STREET PAVEMENT Date Denied: 4/20/2007 IDENTIFY THE TRASH AREA ON THE PLAN. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOiS0.1 L Ld1 TAX FOLIO NO. 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: 2-,S pc ci 11111111111111111111111111111 11111111 CFN 2e R07R0420439 DR i?k 25566 F's 4172i Elms) RECORDED 04/26/2007 11:05:41 HARVEY RUi1IHr CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA LAST PAGE 2. Description of improvement: Jaliatlill 3. Owner(s) name and address: D /VCR elf Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 41,40411 ryt/ 49+ 1447A�E' et. �t - .5. Surety: (Payment bond required by owner from cont Name and address: Amount of bond $ 6. Lender's name and address: itor, if 1/159if B Y CERTIFY that this is a true: co y of the 'rrgmal file. in this •ffice on day of I I. all , A D 20 WITNESS m 1'and and Official Seal. n eit and Cou Coons 7. Persons within the state of Florida designated by Ownerr whom n provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 2• ear s or other documents may be served as 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. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Agn ure Print Own Name (f Met airS JJ6 41-1-- Prepared by —in"? .t°_ Sworn to and subs li) -. be ore me this ICI of i' 20 L5 e *1 otia cupfee wner —` - Notary Public Print Notary's Na My commission e 123.01 -52 PAGE 4 8/02 e pires: Address: (5330 4 14'Y7 t, 33, �� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/21/2007 Inspector: Devaney, Michael Owner: NOELL, JAQULYN Job Address: 1205 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: BENSON ELECTRIC Permit Type: Electrical - Residential Inspection Type: Final Umes0 Work Classification: New Phone Number Block: Parcel Number 1132060143970 Lot: Phone: (305)235 -6741 Building Department Comments electric for garage Ali 2 15 Passed Inspector Comments ///r/gVe,/,, / t/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 20, 2007 Page 2 of 2 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060143970 Owner's Name: JAQULYN NOELL Job Address: 1205 95 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1150 Total Job Valuation: $ 7,000.00 Contractor(s) CHAMPION CONCRETE Phone (305)252 -8055 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 4/26/2007 : Yes Comments: DRIVEWAY AT ALLEY CAN NOT EXCEED 12 FEET IN WIDTH AT THE PROPERTY LINE AT THE ALLEY WITHOUT A GRASS BREAK AS DISCUSSED AT THE PLANNING HEARING . FRONT CIRCULAR DRIVEWAY MUST SHOW A GRASS STRIP OF AT LEAST 2 FEET IN WIDTH BETWEEN THE DRIVEWAY AND SIDEWALK. CIRCULAR DRIVE AT STREET MAY HAVE 2 FOOT FLARES ON EACH SIDE OF DRIVE FOR TOTAL OF 14 FEET AT THE STREET PAVEMENT IDENTIFY THE TRASH AREA ON THE PLAN. 4/24/07 SEE REVISED PLAN 4/26/07 SEE LATEST PLAN FOR SIDEWALK. 3 FT MAX WIDTH. 73 -17 MCEEEVM APR 1 9 2007 ETCH SCALE 40.2' POOLth 40,2' `•®+5 CL. •••• • •• • LOTS 21 AND 22, OF BLOCK 84, OF "MIAMI SHORES, SECITON NO. 5 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE. 37 OF THE MIAMI -D.ADE COUNTY, FLORIDA, BEING SITUATED IN THE• IrlIVIRDIrif MI SHORES,- FLORIDA. ORDER NIL I F.B. 48 P . SURVEYO COMPLIE IN THE S • • •• • •• • r• • .• is • • • N: ?E HEREBY CERTIFY: THAT.THIS SURVEY Ir MIN TECHNICAL ST d z i rm �fi�'►T�(}, . ORI , CHAPTER 472 OF THE FLORIDA For Driveways and/or Sidewalks, before final inspection and bond can be approved for refund; all sod and yard work A.R. TOUSSAINT & ASSOCIATES, INC. Must be completed. 620 N.E. 126th TREE NORTH MIAMI, FLORIDA CONCt; PERllidf_tT #:140 -1 r iami Shores Vilta•e DATE R i '' DFi11 NAL 2005, "sr Hilo NGVD 29 s 'SUBJECT TO COMPLIANCE ALL FEDERAL. I' • q` &LINTY RULES AND REGULATIONS 1Tfi��r., eY• '"1NALRERT R. s'1°OLl IN 'E GITERED ENGINE R k'F,J;IST,ERgD; SURVEYOR AND MAPP STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZi ;ORDER '10. 13074 REVIS t1 & UPDATED THIS 6th F.O. 18'J P. °s0 AD0 r;LEIATIQNS AS SHOWN, F.d. 512 I . 73,-74 GEED T VERTIOALt DATIM, 19 ORDER: 13923 REVISED THIS 1st DAY OF FEBI EUILDING UNDER CONS 11111111=11 OVit* ika-A-f,i. mcwiiiimaym -2. Mb PERllidf_tT #:140 -1 r iami Shores Vilta•e DATE R i '' DFi11 NAL 2005, "sr Hilo NGVD 29 s 'SUBJECT TO COMPLIANCE ALL FEDERAL. I' • q` &LINTY RULES AND REGULATIONS 1Tfi��r., eY• '"1NALRERT R. s'1°OLl IN 'E GITERED ENGINE R k'F,J;IST,ERgD; SURVEYOR AND MAPP STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZi ;ORDER '10. 13074 REVIS t1 & UPDATED THIS 6th F.O. 18'J P. °s0 AD0 r;LEIATIQNS AS SHOWN, F.d. 512 I . 73,-74 GEED T VERTIOALt DATIM, 19 ORDER: 13923 REVISED THIS 1st DAY OF FEBI EUILDING UNDER CONS Miami Shores Village MR 2 6 2007 Building Department BY: so_ moose 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 041 ail t- `` I/ ;11114,(1.. Permit No. J Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): (Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /!.S oe C( Phone # Owner's Address I� OS A� os City ft 494,4144 51-60-n Tenant/Lessee Name State Zip ✓� Phone # Job Address (where the work is being done) 2240'1 r City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ' 4 -P1 CAr-AV?^e Phone # Contractor's Address LS33 0 SA3 J % f -7 "!- City PI `A !L State Zip 1 ct Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ce-,-,c) Square / Linear Footage Of Work: /30 Si.. pert' Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: A 1'r4 A ;vii ; - s �• Submittal Fee $ Notary $ Scanning $ Radon $ Permit Fee $,_j CCF $' Training/Education Fee $ Bond $ Code Enforcement $ Structural Review. $ CO /CC Technology Fee $ DPBR $ Double Fee $ Zoning $ Total Fee Now Due $ See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * *** * * * *, *** ***** * * ** * * * ** *** * * * ** * * ** * ** *** * * * * * * ** *fir ** ** ****** * * * *** * * * * * * * * ** * * * * * * * ** * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village 0407 � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name Phone # DEC U e 2006 ig Master Permit No. Plumbing Mechanical Roofing Phone # Job Address (where the work is being done) t e (a6- 5 /— City Miami Shores Village County. Miami -Dade FOLIO / PARCEL # 11-- °jam (Q_ / L —j 9 %c Zip " S log Is Building Historically Designated YES NO Contractor's Company Name��°`� /e?�� Contractors Address City / 7 f / /' State - Zip % '? Qualifier Name W a/4� Phone #�%`� Phone # 7/ State Certificate or Registration No. 69f71.A Certificate of Competency No. e2 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ['New• Describe Work: _ ❑ Repair/Replace ❑ Demolition C i � . -6( 6106/ ' , ! * ******* * * * * * **** * ** * * * * * *** * * * * * * ***** Fees* *** * ***** * * ** * * * * * *t� ****ter** * * * * * ** * * * * * ** *** Submittal Fee $ Permit Fee $ Z /�' 6,® CCF $ S ° (:,0 CO /CC Notary $ Training/Education Fee $ [ , 2.0 Technology Fee $ .2..5� Scanning $ q6''"- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2-2Z cDS See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address 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 IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Thi Signature k", wner or Agent The foregoing instrument was acknowledged before me4 te his day of fie , 20(!'x, by � 011,5 c d / who is personally known to me or wo has produced As identification and who did take an oath. N t ARY PUBLIC: Si for Print: e Stron A $4 ., kmmission # DD521310 April 18, 2010 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by� % M who is personate known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 010/fr fiikAt e =ne'e '' 1310 Expires Commission # DD52 My Commission Expires. .pF;;h``' eandedTroy Pam menronoa,rx 00p�8T01o;� Expires April 18, 2010 �0` bowled Troy Faro Insurance Inc 800'385 -7919 atnkvYfr�knY**** �4*** �Y�k* �k�k�tflc�Yvk�Yie�Yir ,k4eie9h�Y9cak9r�Y�4** Yak ** *** * *�hnY,Y4k�Y�tie�k�+r, ********I r�Y�Y4e�1roY,Y #,Y�Y,Y &at�Y�kdea *** *nY�k�Y�r*** *9e9eir*** *9 *** My Commission Exp +* APPLICATION APPROVED BY: '��.y (Revised 02/08106) ®Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/05/2007 Inspector: Grande, Claudio Owner: NOELL, JAQULYN Job Address: 1205 95 Street NE Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: New Miami Shores Village, FL Project: <NONE> Block: Contractor: CHAMPION CONCRETE Phone Number Parcel Number 1132060143970 Lot: Phone: (305)252 -8055 Building Department Comments DRIVEWAY BRICK 4X8 'JUL 0 6 2007 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 46583. Additional paver work done in rear yard and pool deck not on plans, not part of theapproved permit, need revision of permit. 5/23/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 3, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 1 a C2 CityktAANt_S State Electrical Permit No. Master Permit No. IMOMEVIEll JUN 1 9 Mi7 BY: Mir 40•11q Plumbing Mechanical Tenant/Lessee Name Zip l ?/ Phone # Roofing Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C' f 1 / 7 n1/V t � j► (../ Phone # 3 ," 752 /033— Contract 's Address & 33(? —51.0 1 if State Zip p 3 2 l%q6 4�' . Qualifier Name "----/49 f - /) / v4 0 Phone # State Certificate or Registration No. Certificate of Competency No. Cc -05.$5 ®fir'G ' Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition Describe Work: 1 ['Alteration Phone # Square / Linear Footage Of Work: [New s*') * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ 100 Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ ❑ Repair/Replace ❑ Demolition tom vi Ora 1 CCF $ * * * * * * * * * * * * * * * * * * * ** Technology Fee $ Double Fee $ CO /CC Zoning $ v p�Pp rA'D Total Fee Now Due $ , oo V' - See Reverse side ---> �_�� c' 0415 Bonding Company's Name (if applicable) Bonding G dress City State Zip Mo Morag Leder' City rest State Zip able) 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliv ed to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenceme must be I sted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the ab ° rice of s - posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this, 17 day of ale 2007 , by (.7. OK /6 who is ; - onally kno s to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning • • ••• •� • • • • •• •• •• • • • • ••. •• • • • • • • - • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •,•• IMOMETR auN 1 9 2007 MCMEVM APR 1 9 2007 BY: - -- : = /* • •• • • •• • • • • • • • • • • •• •••• • • • • • • ••• • • • • • •• 1 SCALE ONC. WALL 0.1 CL. 29 30 31 an73 2 4 35 4 tei 50 20d 5 POOL. DECK. u) 0.5* CL. LEGAL DE'SCRIPTI'ON: LOTS 21 AND 22, OF BLOCK 84, OF "MIAMI SHORES, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT OF THE e RD F MIAMI =DARE COUNTY, FLO IN THE CL e S O M + SHORES, .FLORIDA. ORDER F.B. 48 P SURVEYO COMPLIE IN THE DATE : SCALE AS SHO ?�� STA E AN ® C�UVirr RULES AND REGULATION N : WE HEREBY CERTIFY THA RUR' IN TECHNICAL S LORI , CHAPTER 472 OF'., COVER ED. PORCH `f BRICK WALK A.R. TOUSSAINT & ASSOCIATES, INC =gig' 620 N.E. 126th 5TRE i NORTH MIAMI, FLORI ALBERT R. t REGI''TERED ENGIN RFOI TERFD SURVEYOR STATE FLO M FLORIDA CERTIFICATE OF AUTH O} DER X10 1 L3E74 a ,& UPDATED THIS F.D. ,18k P 6,0 , g14±/ATIONS AS SHO' F.H. 51k, fps 7 --74 Gg3D 1 C VERTICAL ORDER: 13923 REVISED THIS 1st DAY OF FEB SKOW EUILDING UNDER CONS 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060143970 Owner's Name: JAQULYN NOELL Job Address: 1205 95 Street NE Miami Shores Village, FL Owner's Phone: Total Square Feet: 1150 Total Job Valuation: $ 7,000.00 Contractor(s) CHAMPION CONCRETE Phone (305)252 -8055 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/19/2007 : Yes Comments: DRIVEWAY AT ALLEY CAN NOT EXCEED 12 FEET IN WIDTH AT THE PROPERTY LINE AT THE ALLEY WITHOUT A GRASS BREAK AS DISCUSSED AT THE PLANNING HEARING . FRONT CIRCULAR DRIVEWAY MUST SHOW A GRASS STRIP OF AT LEAST 2 FEET IN WIDTH BETWEEN THE DRIVEWAY AND SIDEWALK. CIRCULAR DRIVE AT STREET MAY HAVE 2 FOOT FLARES ON EACH SIDE OF DRIVE FOR TOTAL OF 14 FEET AT THE STREET PAVEMENT IDENTIFY THE TRASH AREA ON THE PLAN. 4/24/07 SEE REVISED PLAN 4/26/07 SEE LATEST PLAN FOR SIDEWALK. 3 FT MAX WIDTH. 5/24/07 POOL DECK MUST BE LOCATED NOT LESS THAN 10 FEET FROM SIDE LOT LINE. 6/19/07 NEW PLAN SHOWS DECK 10 FEET FROM SIDE LOT LINE, OK. 00&5l YIRJ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION //�� l' Master Permit No. FBC 2004 �JS `` 4 pw 12, MAY 2 4 2007 j Permit No. S7°m21' D7- 9 Permit Type (circle). Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address l2 Ds city( I Tenant/Lessee Name State 6 Ji au %L Mone# Zip 5 3 % g,'. Phone # Job Address (where the work is being done) S>4 )4 -4" City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ‘41Ail$. /AV 00lv,ey-e Phone # 305 257 ?05T Contractor's Address 15330 5 (j )74170/1 City fr-l/pnivt_ S tate P.. Zip 3 3 Imo/ G. Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. /53 £9 2d )'I" Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition ❑Alteration ❑Ne Phone # Square / Linear Footage Of Work: Describe Work: ❑ Repair/ Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * *** Submittal Fee $ Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ *Fees ** * * * * * ** * Permit Fee $ CCF $ CO /CC Training/Education Fee $ DPBR $ Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $, See Reverse side -+ Bonding Company's Name (}f 1t) Bonding Company's A` iditess 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 promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 , by , day of ,20,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning PERMIT #: Miami Shores Village APR 1 9 2007 APPROVED ZONING DEPT BLDG DEP 2,4 Mg • Y._ SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUTRULES AND REGULATIONS SCALE 27 28 29 75.5 5Q 50` "co73 303132333435. 115.04' CONC. WALL 0.1 CL. 29.96' • -y6 95 th LOCATION MAP SCALE : l° I60' 0.5' CL. LEGAL ° SCRIPT'I'ON: LOTS 21.AND 2 ACCORDING TO OF THE IN T 2, OF BLOCK 84, OF "MIAMI SHORES, SECITON NO. 5 ", THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 F MIAMI -DADE COUNTY, FLORIDA, BEING SITUATED SHORES, FLORIDA. A:Q.! SLAB DATE: MARCH 25, 2002 SCALE: AS SHOWN SURVEY COMP, IN T N : WE HEREBY CERTIFY : THA 1 TECHNICAL ST CHAPTER 472 0 CUR 9.4' • ••• •• •• • •• •••• • • •• .••. • •••• • A.R. TOUSSAINT & ASSOCIATES, INC. 620 N.E. 126th a.T.REET °° .NORTH MIAMI, FL BY: 6 ALBERT R. TO e e GIT'ERED ENGINE REOISTERgDH' 0} AtLC3R4 FLORIDA CERTIFICATE OF AUTH ; OIWER {1O 13✓'74 Et , & UPDATED THIS 6 F.D. 41i P. 60 < ilEtfATIONS AS SH F.H. 512,P. 74-'74 De VERTICAL ORDER: 13923 REVISED THIS 1st DAY 'OF FEB SItiOW EUILDING UNDER CONS CbNC; , ZONING DEPT MIAMI SHORES VILLAC For Driveways and/or Sidew before final insvA inn PR 1 9 2007 BY SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ETCH .k SCALE 115.04' CONC. WAIL 4" 11 . !a_ j:.'� 1, r _ �IQ1k�. \i 1111E s d'A im ,."'1%,7-s)b.74 'Vie iv.=a11:i ill Q1 cn73,2, 0.1 CL. 29.96' 40.2 POOL 05 40;2' LOCATION MAP !. ! SCALE : I° =160' LEGAL DESCRIPTION: 0.5' CL. LOTS 21. AND 22, OF BLOCK 84, OF ".MIAMI SHORES, SECITON ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 OF THE s c MIAMI 1 ADE COUNTY, FLORIDA, BE IN THE SHORES, FLORIDA. ORDER F.B. 48 SURVE o COMPL IN THE O. 5 ", T PAGE 37 NG SITUATED A SLAB DATE: MARCH 25, 2002 SCALE: AS SHOWN A.R. TOUSSAINT & ASSOCIATES, INCA:_ 620 N.E. 126th ATRIIET NORTH MIAMI, FLOR CONC:• SIpEWaLK ; FD. I.P. AL.FERT R: TO F EolitERgD S,ynveyOR A I .: FLORIDA CERTI • ; OICDER U0. 13 /4 F.D. 1784 P. $.0 �. f. 51t.11. 7 74 ORDER: 13923 REVISED THIS 1st DAY OF FEB SItiOW pUILDING UNDER CONS11 ---A\NN\ kW\C.\1\ rRITC\4 V1.33 r. ck c;t‘,3 9 ?tkNCIk )91 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - — - Permit-No: Job Name Aslae-i A ELECTRICAL CRITIQUE SHEET 77i jZ 4°477 L—�iiz / �Pc�/ r'Z_`A /w/ /t." }= )ed u$ 4 - g2 e7 / 1 etc' /7-72 , fr' Levy- 6 itAe Ned ,/g re, _'Grp iltJ 1 1)- f� / ? t>2- P/.,,A7 9 44'94°' ��-� �j,z7 A? 0,a" /7 27 /� , A42 ,-/17 / 42 2 0 i� ��' �/ 5 6' J- ' .° , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. fr--/. Job Name A ELECTRICAL CRITIQUE SHEET /I t2d 7O ge t7'-fi" ke ‘w. 0?0,0" 14-rs(1,,e e/e4:547,26., .Ar• A7112-A it-I A Ce//t-e--/ .44c' vz,oa,(-7 ,71) 5 -Bve--6- ;2d "."77 g"./"./ October 3, TA; 3 e .•. 431 3 7 2 7- FIELD - ° Shores Village C opy Deli t 1050 N.@. 2" Avonuc+ Miami Shores. 17133138 'Eck 305-793 - -2204 Fax: 305 -756 -8972 Permit No: RC- 06-232 Jab Name: Garage for Nodl Res. 1 of 1 Critique -': Correct comments from the Elecpical and Structural reviewers. d?. Provide current Product Approvals for the proposed windows, swing doors and overhead doors. Cbver sheet of the product approval is not acceptable. Provide a si « + And sealed "Special Inspectors" form from the Special Inspector who will be providing the Engineered Unit Masonry A. Generator and Paver driveway cannot be part of the construction of the garage permit. They would have to be permitted under a separate permit. If the intention is to do. the work at the same time of the garage construction, then you would need to submit and application fro the generator installation and one for the paver driveway. 5. Provide 2 copies of on ' « signed and sealed Elevation Certificates. -a 6. Plans are to be submitted to Miami -Dade Planning & Zoning for payment of impact fees. Plaits and an. , ! nab are plan review until all the above complete plan review will be done. Follow the p for re- submittal. kite, therefore we cannot do a co , «IS to have been sa t ,` r = « At that time a of corrected « for your e •a.w.d--- -- Ae®44`,I41. !JV • 1.t14b5V Buil . Dep ELECTRICAL * 11' ent 10050 N.E.2n J Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 755.8971 Permit No. fic 3s� Job Name IQUE ET Mi w i Shores Village US r iiiage BuiIding:be ent 3 el- STRU 10050 N.E_2nd Avenue Miami Auras, Florida 33138 Tali (305)795.2204 Fax; (305) 756.6972 Permit No. 2 Z Job Name # € a hate MO b — /2.0), " 9.r Sly QUE SHEET 17/34 �I, t sht'.••s 4!% p';, 2,�'' �2 as �� • d- 2 a•� os 8' � �" �. t �hk f.JC Z4" in �a %. �t.%ibf� �"t s'2 CoM' /1�tld. zhr ed ,� - ,5'itsienvers h 1 tar �.. ,;.�.. ir'_..f� .,.,:E1 .• L flrav da f!i p OP I.414 Pade,t r s 4 1. HIV[ � h��1fQ*� 7Yf _1J44LL Sect. ��. -J, li" Y- way u e wa /1 54 15 says ere 32 Coirec/ 4nd jgf 401S# j Aar C .r.RE' .__ � pm eioduci v oval! Graz a ihmr.hr, perlr+n e// s maw ,/O , i /!CG Cn /1, =3a "min. tow Pr fits _► W4LL c S%w L4%.4 fiefri Of exist!. .re eP/& tafl T . wall ..tc� -fiar► . Nor 67ixec PRY wR - 4Tank Ora itif eld- Benson Electric, Inc. 10475 SW 186 St. Miami, FL 33157 PH: 305- 235 -6741 BY: )4'ZLP July 2, 2007 Miami Shores Village Building & Zoning Electrical Permit Department 10050 NE 2 Ave. Miami Shores, FL 33138 Permit: EL -12 -06 -2953 Dear Sir or Madam: Electrical Contractor EC00000025 CC000000360 FAX: 305- 235 -4690 Please cancel this permit. The homeowner has informed us that they have cancelled this job and is going to demolish anything that has been done thus far. Attached is a copy of the ceritified letter to the homeowner. Please contact me if there is anything else I need to do. Thank you. JHC:es S. cerely, James H. Clark President S completed on the reverse side? Benson Electric, Inc. 10475 SW 186 St. Miami, FL 33157 PH: 305- 235 -6741 Myers Noell 1205 N.E. 95 St. Miami Shores, FL 33138 RE: Permit #EL -12 -06 -2953 Dear Mr. Noell: Electrical Contractor EC00000025 CC000000360 FAX: 305- 235 -4690 May 7, 2007 As per your letter and our phone conversation, we have to notify the building department at Miami Shores Village of your decision that you no longer need our services because you are discontinuing the job. ely, JHC:es James H. Clark President & Qualifier $' ENDER: Complete items 1 and/or 2 for additional services. Complete items 3, 4a, and 4b. D Print your name and address on the reverse of this form so that we can retum this card to you. D Attach this form to the front of the mailpiece, or on the back H space does not permit. D Write 'Return Receipt Requested° on the mailpiece below the article number. D The Retum Receipt will show to whom the article was delivered and the date delivered. I also wish to receive the follow- ing services (for an extra fee): 1. ❑ Addressee's Address 2. ❑ Restricted Delivery, 3. Article Addressed to: Myers Noell 1205 NE 95 St. Miami Shores, FL 33138 4a. Article Number 70060100000665366178 4b. Service Type O Registered ❑ Certified ❑ Express Mail ❑ Insured O Retum Receipt for Merchandise 0 COD 7. Date of Delivery 5. Received By: (Print Name) ®` &Signature (Addressee or Agent) , fra PS Form 3811, December 1994 8. Addressee's Address (Only if requested and fee is paid) 102595 -99 -B -0223 Domestic Return Receipt Thank you for using Return Receipt Service. Myers Noell 1205 N.E. 95th Street Miami Shores, FL 33138 (305) 759 -2960 April 18, 2007 Benson Electric 10475 S.W. 186 Street Miami, FL 33157 TN NC APR 1 9 2007 Please be advised that I will no longer require your services at 1205 N.E. 95th Street Miami Shores, FL 33138. I am enclosing a check for the balance due on your Invoice # 21848 in the amount of $968.72 (check number 5693). Sincerely, Miami Shores V lllage .tsuilaing ueparmeni Owner's Name (Fee Simple Titleholder) Owner's Address t >7-- State Change of Contractor Permit No. Phone # city/Gilt/4w Tenant/Lessee Name Zip ,3/ Phone # Job Address (of where the work is being done) I e �' 4 7,(` City /V i 4 a' County Zip Legal Description Contractor's Company Name r r � � ?/e 4 t i Phone # is- 2 °ai _ C--er Contractor's Address 71°,, Av-to— City /4 State P-L Zip 7,6 /1 Qualifier Describe Work: ove,3r ,L Ivy wy` i ..1 t w 92- jell ,,e ,e; yt, &i 6-16 Ply I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. The foregoing- Owner or Agent i'+1 ent was acknowledged before me this D this p i n day of 411 ,20F� ,by i I`IY$ Cliaae,3 1-kneylr who is personally known to me or who has produced F L. C. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Buzz to My Commission Expires: * * * * * * * * * * * * * * * * * * * ** Rev. 09/19/03) • i-/-fildt i • —r�- j ,,,ti Y !�•y,,, SHUMINTRAtA D. BUZZANEU. ��. ' YC n Aa26,2010 ( Com,Th ion 0 DD �� Signature Contractor The oregoing instrument was acknowledged before me 9I day of 641 ,20 1-by Mq 61d Id DO 1 who is personally known to me or who has produced F L 114._ Ly C as identification and who did take an oath NOTARY PUBLIC• Sign: Print: -Le-0( 6 £uz; liclL My Commission expires: AP Myers Noell 1205 N.E. 95th Street Miami Shores, FL 33138 (305) 759 -2960 April 18, 2007 Benson Electric 10475 S.W. 186 Street Miami, FL 33157 APR 1 8 2007 B Y: ....... Please be advised that 1 will no longer require your services at 1205 N.E. 95"' Street Miami Shores, FL 33138. 1 am enclosing a check for the balance due on your Invoice # 21848 in the amount of $968.72 (check number 5693). Sincerely, yens Noell h EV. , _ 29i53 L23L r-i 0 to Il Return Receipt Fee (Endorsement Required) Restricted Delivery Fee II(Endorsement Required) m U.S. Postal ServiceTM CERTIFIEDw.MAILTN, RECEIPT (Domestic Mali Only; No Insurance Coverage Provided) For delivery information visit od?website at www.usps.com FFr.Ci]AL USE Certified Fee ..o p p Total Postage & Fees .3 _ :: " Postmark Here streak � No�.,y��y jam/ 1'7 i J':....�.:a� orPO Box /Vo. U i d S S { .. . .. 33/5 PS Form 3800, August 2006 See Reverse for Instructions Miami Shores Village Building Department 10050 N:E.2nd Avenue, Miami Shores, Florida 33138 07l2a/,305) 795.2204 Fax: (305) 756.8972 Permit No. � "' "6'ZG3 aster PernnuVit No. BUILDING Va-k( PERMIT APPLICATIO FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Owner's Address hit,! 06 ck5 V >Qqjl Phone #305-- ` /CI fi. 1c' City State Zip Tenant/Lessee Name Phone # 10/ 385 j -ZI 1 E-MAIL: Job Address (where the work is being done) City Miami Shores Villaze County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES NO Contractor's Company Name i/S7a/ea. ,rC%: 5-76/1 b%e. Contractor's Address 790/ 25'/i co 15/9/ �, City/%,4 J (/A /-% State "� /% Qualifier Name 7 5 / e, �',`) "4 State Certificate or Registration No. Cd - ®0 ®2 7 f® I Certificate of Competency No. E- MAIL:/ /C2 %ice• e s,�e/ %'/C'� o� ®L -,L°'o Architect/Engineer's Name (if applicable) Phone # 3 O. Z Z 0 0 zip .3 ©/ 6 Phone #`7876 Z-J 7— Value of Work For this Permit $ 4)O .o') Type of Work: Describe Work: Phone # Square / Linear Footage Of Work: ['Addition ❑Alteration ['New ti3Nsiokn J-Df L 'Pu►��C. - iRepair/Replace ❑ Demolition * * * * * *xx * *x * * *x * * *x *x * *x*** * * * ** Fee Submittal Fee $ Permit Fee $ e.49 Notary $ Training /Education Fee $ CCF $ CO /CC Technology Fee $ Scanning $ 21' a - Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1C%. (X) See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address 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. 1 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued `n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu Owner or Agent ontractor The foregoing instrument was acknowledged before me this The fo -going instrument was acknowledged before me this 2.1;:x day of , 20 , by , day of l c g-I l , 20 Q by ill Be l. C , Ne€ Y\1 . - who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P Sign: Sign: Print: Print: My Commission Expires: My Com ission Expft ; °, Bonded A vimio Goad * ** **************************** xxxxx*** x* * * *xxxxxx * * * * * * *xxxxxxx * *xxxxxx a Yx************* * APPLICATION APPROVED BY (Revised 02 /08/06) m g Co„ Inc. * * *xxxxx * * * ** 22 ) efr-e '*" Plans Examiner As Permit'' umber RC, -4-64 -./f Issued to , ea c$r mood sioled veriale ved9D 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com HOLD HARMLESS RTY LOCATED AT: �' /Q f 4. r cote r MO 1E EVMI DEC 2 0 MP Li DATE: 41/67 license contractor of subject property, I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Type of inspection missed (Prime Contractor - qualifier) State of Florida County of Dade: P V00444 5/difetal (Print Name) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large /eze day of _�Ler 4 01297 T. ;ION 0 Du48t213 ,Dikarval 3010 r1 t4,,,,,+j$ ,xdbtroca s U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program CROWN Ur KOAIJ LL= 5.54 NCr V IJ ELEVATION CERTIFICATE Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use :: Al. Building Owner's Name MEYER NOELL A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1205 N.E. 95th STREET Policy Number Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 21 & 22, BLOCK 84, MIAMI SHORES SEC. 3, PB 10-37 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 °51'48.2" Long. 80 °1026.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 12 c) Total net area of flood openings in A8.b 1263.60sq in RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ► NAD 1983 to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage 545.3 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/95 03/02/94 X AREA OF 500 YEAR FLOOD B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ►0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building !mated in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM B-62 Vertical Datum NGVD Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) e) f) g) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 10.34 ® feet ❑ meters (Puerto Rico only) 1_0.93 El feet ❑ meters (Puerto Rico only) N/A._ ❑ feet ❑ meters (Puerto Rico only) 10.00 feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) 8.89 8.8 ® feet ❑ meters (Puerto Rico only) 9.2 ID feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. El Check here if comments are provided on back of form. Certifier's Name ALBERT R. TOUSSAINT License Number 0907 Title PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. Address 620 N.E. 126'" STREET City NORTH MIAMI State FL ZIP Code 33161 Date January 21, 2008 Telephone 305 -891 -7340 IMPORTANT: In these spaces, copy the corresponding information'from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1205 N.E. 95th STREET City MIAMI SHORES State FL ZIP Code 33138 •Formsr ranee Company Use: Policy Number Company NAIC;Nurnbei SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments AIR CONDITIONER PAD ELEV =8.89 Date 01/21/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. ' In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet ❑❑ meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood: depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA issued or community- issued BFE) or Zone AO must sign here. The statements in SectionsA, 8, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments rl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: . feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1205 N.E. 95th STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW REAR VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/ 5/20fQ8_ Inspector: Grande; udiioL Owner: NO\ 1 JA UL Job Address: 12054 "Ian Sfill es 6' 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number Parcel Number '1132060143970 Lot: Building Department Comments ADD 3 CAR GARAGE CO /4V° Passed 1 Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 25, 2008 Page 1 of 2 New Construction Subterranean Termite Soil Treatment Record This form is completed by the licensed Pest Control Company BY: Public reporting burden for thls collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is mandatory and is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Apotrue I+ Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential This report is submitted for informational purposes to the builder on proposed (new) construction cases when soil treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control Operator and builder, unless stated otherwise. Section 1: General Information (Treating Company Information) Company Name: Sharp Shot, Inc. Company Address 6963 SW 151 St. City /Miami State Fl Zip 33158 Company Business License No. JB3118 Company Phone No. 345-251-4890 FHANA Case No. (if any) N/A Section 2: Builder Information Company Name Owner/ Noell Myers Phone, No. Section 3: Property Information 1205 NE 95 Street Miami, Pia. 33138 Location of Structure (s) Treated (Street Address or Legal Description, City, State and Zip) Type of Construction (More than one box may be checked) g Slab J Basement Crawl Other Approximate Depth of Footing: Outside 21/2 ft Inside 21s ft Type of Fill rock /sand Section 4: Treatment Information Date(s) of Treatment(s) Friday, January 12, 2007 Brand Name of Product(s) Used Demon EPA Registration No. DMS4G14006 Approximate Final Mix Solution % 0.25% Approximate Size of Treatment Area: Sq. ft. 600 Linear ft. —0— Linear ft. of Masonry Voids —0— Approximate Total Gallons of Solution Applied 60 Was treatment completed on exterior? j Yes Service Agreement Available? Yes No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attach ,r (Ust) :v. /got Comme 'ts / ' *T Name of Applicator(s) Alberto NniriP fi A-A0/x/-7 Certification No. (if required by State law) The applicator has used a prod state and federal regulations Authorized Signature -TE111,'462 n accordance with the product label and state requirements. All treatment materials and methodssed,compiy with ■ Date 1 -12 -07 Wamin : HUD will prosecute false claims and statements. Conviction ma result in criminal and/or civil penalties. 8 U.S.C. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD - NPCA -99 -B (09/2002) Forms VA 26 -8375 and HUD -92052 are obsolete. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/25/2008 Inspector: Grande, Claudio Owner: NOELL, JAQULYN Job Address: 1205 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number Parcel Number 1132060143970 Lot: Building Department Comments ADD 3 CAR GARAGE Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 70760. CREATED AS REINSPECTION FOR INSP -8180. Windows installed are not impact resistant as required by the approved NOA. Provide an Approved hurricane shutter system for each window in the garage area. Everything else is OK. 12/26/07 CG. PENDING FINAL SURVEY AND FINAL TERMITE TREATMENT LETTER mld Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 25, 2008 Page 2 of 2 ARBAB ENGINEERING,. INC. CONSULTING EMO ERS . 11800 FOCAIIME BOULEVARD. stint m CONTRACT. NO. DATE /,/3/ 7 WEATH;R GENERAL CONTRACTOR REMARKS �Na VV11 1 11VI7 D/o� Z37i rr- w . CIL/ UL 81 • PH, NO. (305) 881 -6048 1 FAX : 801.0604 REPORT NO. • -..1 TIME : FAIR _,c' CLOUDY RAIN • • ACCEPTED . -- REIMSPEC11014 t'E:CESSARY W! 'ECIED '$Y. • : .LP 4.(Jr3 f J. .3 . ,7:7 7C7:3 3.3:JtJ4 7 ARBIAB ENGINEERING/ INC. luu rmaz ultuz CONSULBMG ENOWIEERS: 'IMO t8CAW' BOULEVARD, SUITE SOB NOM KAM, FLORLDA, 33151 • PR. NO. WO eei-em fAx : em-0804 -1-X—VW3icterld2 PROJECT NAME : 1466.6.45-0- CONTRACT NO. : DATE WAINER -sZZ2 . REF'0117 140, GENERAL. CONTRACTOR MI:ARKS .•-•••••••••••••• TIME FAIR --lie =ICY RAIN . • ACCEPTED REINSPEC11011 NECESSARY ARBAB ENGINEERING, INC. I V•J I I ALn-1 rA. em/ CONSULTING MINCERS T1900 1318CAVNE BOULEVARD. RINE 606 • NOM WAX. FLORIDA, 33181 • PH, NO. (305) 891-8049 FAX 801-0604 Nee, I i&..rt- .C6 PROJECT NAME : CON'TRACT' NO. : DATE WEATI-LER REPORT NO. : GENERAL COiVIRACTOR ' REMARKS TIME : rim CLOUDY RAIN 4. --4`e---774L6p4 ••••••••••••••••■•.........-..........•■•• +wove... I ..--•■••••••••-■•-■ ACCEPTE) REINSPEOlION NEMSARY JVJJ JJJV'e , ARBAB ENGINEERING, INC. i,,i tAJrI' 1 Rl.R., l llnr rf-it1C. UA l tJL CONSULTING EtlatEERS,. 11BOQ BISCAYNE BOULEVARD, SUITE 13308 , NORTH MIAMI. FLORIDA, 33161 • P11, NO. (5Q0 891.504.0 • FAX : D9t -0504 PROJECT NAM' J - , ,� j REPORT 110 ° COiVTRACT NO. : DATE WEATHER • GENERAL. CONTRACTOR RF'l.4ARKS 1IME • e .104 FAIR _,r'._. CLOUDY RAIN .4/ - /9/ -71w-A04,97: 47' ;(444)144/4/6rA ACCEPTED REINSPECTION NECESSARY 1NWP,EC7ED '1 ? ARBAB ENGINEERING, INC. LETTER OF TRANSMITTAL CONSULTING ENGINEERS• 11900 BISCAYNE BOULEVARD, SUITE 508 NORTH MIAMI, FLORIDA, 33181. P11. NO. (305) 891-5049• FAX: 891-0504 Date gi 0 To tlYk. \rniak Company • Address 11(933 (ME. 1(4 (MictniL 33/ I Subject Ort Project /Maas ce, Job Vclease find attached ID Separate, via El Shop. drawings El Copy of letter El Prints Itri Other For 1p Approval Nic....;:o use 111/11record Review / Comment As requested El Information Delivered El Courier Mail ki4ck—up Via El Airborne Express GI Hand carried El Other Cl Other Quantity 02 da.C. Of' 941,Q_Ct_ Caalaillpeth.01- 1 4 Description / Remarks 111•1=.1 06/00'200; 13:33 5617929281 ti 0 MnMEM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION Ni) W I. Wen 9040 Wet 33411 PAGE 0:09 /1)-C6 MIAMI DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING JAN 0 b MB WEST FLAGLTR STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX TANCE (305) 375 -2968 A►NGE (NOA) EY�- --- ---------- - - - - -- v, vw.miamldade.gaY vets, Inc. Sc Thi tiI s' � rued tin r the applicable rules and regulations governing the use of construction materials. The r ti bmitt 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 Raving Jurisdiction (MB), 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 AID' (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 gnu in the accepted manner, the manufacturer will incur the expense of such testing and the kW 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 High Velocity Hurricane Zone of the Florida : ildi • , e. DESCRIPTION. 0.06 "lrxtin,} amimmn Steno Panels Shutter APPROVAL DOCUMENT: Drawing No. 01 -309, titled " 0.063" Aluminium Storer Panel ", sheets 1 through 5 of 5, prepared by Thornton. Tomasetti, dated April 10, 2007, sued and sealed by J. W. Knezevich, P.E. , bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach panel shall bear a permanent label with the manufacturer's name or logo, city, state and the fallowing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. IO NEWAL of this NOA shall be considered after a renewal application has been. filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date'-rnay 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 ropiest of the Building Official. This NOA revises & renews NOA #112-0417,06 and consists of this page 1, evidence submitted pages E -1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Ilektay A. Maker, P.E., M.S. NOA t06-0706.17 �f Expiration Irate: 04/18/2012 N Approval Date: 05/10/2007 Page 05110 /2raO7 .pedo4 /2EE 7 13: 33 5617929281 '4_Ve atherGu and Building Produc i, NOTICE. OF ACCEPTAN E: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95- 0717.06 A. TESTS J. Test report on: 1) Large Missile In pact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96 -008, dated 02/16196., signed and sealed by Christopher G. Tyson, P.E PAGE 03/ 0(1 B. DRAWINGS 1. Drawing No. 96 -47, .homa Corporation, .063' Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02/15/96, Revision No. 2, dated 03125196, signed and ,sealed by V.J. Knezevich, P.E. C. MATERIAL CERTIFICATIONS 3 Mill Certified Inspection Report dated 11/27/95, for Aluminum Alloy 5052 -H36 by Precision Coil Incorporatect with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QC.MI Job No. 6BM-410, dated February J6, 1996 for Aluminum sample. D. CALCUL .T1ONS 1. Storm panel anchor calculations, pages 1 through 10 of 10 , dated 02/28/96, prepared by Lnezevich & Associates, signed and seeded by V..11 Knezevich, 2. EVIDENCE SUBMITTED ED UNDER PREVIOUS APPROVAL if 994219.01 A. DRAWINGS 1. None. (Drawings originally in fie 95 -0717 06) B. TESTS 1. None. (Tests originally in file 95- 071706) C. CALCULATIONS 1. None. (Calculations originally in file 95- 0717.06.) D. MATERIAL CERTW1CATIONS 1. None, (Material certifications originally in file No. 95 -0717 06.) E. 0 'i'I3.E. 1. Letter issued by Al Purina stating that all documents are unchanged copies of 0.063" Alumminum Storm Panel submittals, Acceptance No. 95-0717,06 E Et, + T A. Maker, P. L, Product Control Examiner NOA No 06- 0706.17 Expiration Dan iz Approval Dates 05/10/20007 06/84/2E07 13: 33 5617929281 Weather rd Bui1C)I>F4 redacts Inc. NOTICE OF ACCEPTANCE: EVII»EN€E SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL It 02- 0417.06 A. DRAWINGS See NOA 99- 0219.01 E. TESTS See NOA 99- 0219.01 C. CALCULATIONS See NOA 99- 0219.01 D. MATERIAL CERTIFICATIONS See NOA 99- 0219.01 STATEMENTS See NOA 99- 0219.01 F. OTHER See NOA 99- 0219.01 4. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 07-309, titled " 0.063 r Almon Storm Panel ". sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2607, signed and sealed by J. W. Knezevich, B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063" Aluminum Storm Panels Shutter, prepared by ilurricane Test Laborcrtoru, LLC, Report No. 0411- 1011 -05, dated February 09, 2006, signed and sealed by Virtu J. Abraham, P.E. C. CALCULATIONS 1. 0.063" Aluminum Storms Panels Calculcaions, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John Ir. K�evich, F.E. D. QUALITY ASSURANCE 1. By Miarni -trade County Building Code Compliance dice. . MATERIAL CERTWICATIONS 1. ?done. PAGE 04/89 E p A. Mal tar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration ire: 040.812012 Approval Dice:.05/10,2 7 L CATICurY t 7.87` tiger 1.369" gli1G roiN aP ulfiT10}1 it4cli M WAG AMEW617olclEEW 3. OE wink .;Y � "d k� A A USSUMFIFIVAZIRVIIRIFITIM WiN BHUTiERpS1`9TLM. CLUDE S. 61131OF 3 Of THE Pf- A /4DJ11NI$TR 1Y COM SHxi4 COMPLY WITH CHAPTER B. CALAW C)114P1142 11131118181126 7. AWHY N•..�• ICI.Tp�iO OcynitpiNS a YHESQMI1 ICT EV�ApINACTII0111y13001HE TS 8. LWFIEfrt HTHTHSEITEPRCWNO ]PVALtiiSTVf014N Effitil $e PFE FOLl91�YWQ LAT>DN AI d '.4 RTHATS 1 ¢PE� C..• y� y5a• �i�3i . -- s IT 0 �E tLII �EyI�I7 • pA�F T{�i� Is T $pg�p CRp dL p� p�L Bi S!`CUPI'W R N FIE'Wi�RI-RA'DEEcti 17YiAR00UCTVC8N; is �iiVlS ot" km �17MT°dg�'�t t lint in p y0 5ry'p � �Tytlg` � *OWE WLa1rSOHE�F1 R P& PAIall 6HALLe6E PERMIYHEHTL k E6' ®L* -p OR '.7' - off` ®Kei!'4- G' 2. FYi48.6P SJ 33Ekl.UFi1NUNlZ.LBOY IIITK AA YaS3 SY bAPH A MIN. 11. ALL E <TRUSIONS SHAM. BE SOS31 -,ATE, 01.1. UAFIREO i A1.1.GY, - 12. A MI oti Te61L TRZHBTIt 6F 4 51VA I ED OH STAIFd.E58 STEEL WITH 3. TOP AND BOTTOM DETAIIs KAY 8E INTeRCHMOM AS P1ELD CONDITIONS REQUIRE. WIDTH UNL #MITE iPERPEHIBICULAR TO PANEL 5P*** APPROVED HEADER SUD3MY I WOWS JiLkDY CDEMPIPWICAMMit 1° # VAC TYP. 0 It a - ® r i I -0 6E3" TTP, .Z75° 114 -ED MACHINE 1 S U E" UJi .1E5' TYP. 1(4-220 MACHINE SCREW WITH Mb" HEX HEAR WIDTH UNUMITSD IPERPEHDICULA1 TGPAtaEL SPI4 I .PANELS MAY BE MOUNTED H0RlZONTA1.LY 11 4 . , 1 c1'.0" r i •••i r ,yr are( *of igAllfealot *Oft rinisb -- APPROVED SILL r � 07.308 #heat�t vial E Ewa ,J.PLE r r \ P4c474. C4 45" ONAligimg cm 6691Q1 EIP • m A ? . 25" • A g Z416) MAX .,P1-414fgao E 10#1471MI SITO a- tr,) f/AJAD-QUT HOUR/ SECTION a, ALUMINUM ALLOY AtIBLE CLosoi E PIECE 1• K r 0,123" MIN. TO2 °YS'x 0.125' MAX. PASTSISR 12` O.C. FOR OESiON LOADS LESS THAN OR EO.UAL TO 110 P.$F. & 6- O... FOR DESIGN LOADS GREATEN THAN in P.B.P. i8EE ANCHOR 6CHEO. FOR ANY ACCePTAWLC AMCHORt} ' kiiBEA. mil ; a&jkl 4_ ■ '- EX16TINti CONCRETE, 'HOLLOW GLOM OR WOOD FRAMING, TYP. B.SIO iNO CGNCRET @.--y HOLLOW BLOCK OR WOOD PRAMS, TYP. `y FASTENER. 011 12" A.L. FOR OESION LOADS LESS THAI' OR EQUAL TO flO P.S.P. & 41 5, o.C■ PO OEsioH LOAM; =EATER THAN 110 P.BF. {SEE ANGKOR BOIEP. FOR ANY ATO PTABLE ANCHOR/ '- OPTIONAL Lou OIRECTW9i 9° 1.4f £1 7:0: EXiSTINii WINDOW /20 GALA STEEL IGEiT PLATE OR Z• >< v t vs" 0069 -T6 AUK ALLOY BENT PLATE ALUMINUM ALLOY AMBLE CLOAURE PIKE 1'Krz 0.15r MIN, TO2 "s5 "x 0.L3S' MAX /— E7gL5.TIN0 WINDOW [xIBTible CONCRETE, H0LL0W MACK OR WORD PRA!$910, TYP. FJ0Bram SAY WINDOW 20 i9A1iE STEEL. Beta PLATO ON r sr s vs" 5005 "T6 ALUN. ALLOY DEWY KATE I/4-t0 STAP1LES& 5TEBL SOLT & WINO - HUT 0 20' O.C. ITYP.I `' E 1ti -213 STAINLESS -1 $TEL. BOLT & Wl190" NUr OZ re 04. ITYP.1 1• °ARLkP `y.. MMFmuYifia 1f4 -20 STISINLO'S sTEE1. BOLT 1L WING- NUT 9k• O.t {TYP.F OVERLAP C)J1fJ W.110'S'4 t$URE arJ.A1 a Urew twMccl ffLLiTe .ry:±rrl:la 7 CO I$1 0 Cc} C ri CO ANCHOR SCHEDULE 3 PASTAISSE MUMMA, SEAMS ,,.' • '""11333F333 FCC II33 gS6 DEM 11 *VMS AK `ti. R ME LUAU t4�1 P. I' 6W)[. NOTE 11 ,: �C4 i'�Iit9.VEIXIEDISTANClE SPANS UP TO S'-0" .� . ,•: .. 1 !ate' AHS' LAP To 8•-8 ",i..el' _ SP11Nffi UP TO 10 -D" ll 1. SPANS UP Td 8'-' : lA 1 801010 UP TO V.6" ;.•).. :. S{+,ieJ(5 W-3- ._ UP To 1L' 1 CO Ct - 12r42 (SSE CZ C2 '.14 -CA 05 C1 ROSE CE C' 3 CA CS CT CZ C3 wag 31 t4 CS t1 =' C2 Mg* C3. T C4 C6 7' CI iTWH Mimes CS C2 TYPE CL CS 797T Cl Opoioomil a� TYPE ©0 62A 0 ®mmmIDM©Qmmm © ©E3ilfE v pp t�,t 1_ .,&I iFTT ■714111511 tit "- r+ 10[451U111Yt4 ,. ..'A.' 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' 6 .4 mmm mom QUm uuummoUDDmUE E3. ©Dm ©[I 73.0 EI ®® mLIBd® Q }EI® ®Q mdmd0LI®flm© i . main 2au.vm muumup mi g mi monumm© ©©pummuuu tratIE L7�iVAZI flOEINIIM FIDE EIMIiTIBii:E© _ ._ ....::,;, yy� !■1 ® '1s'imT EFL SHBAHI♦OW #'�dDINMOu['I` 4.0 OV,0 i lmm©�i�rrlf�ppi7©m ®�% nnaii�%? mE3E7�rA/o� /•K97. vzzora� 63.4 1i1rrg.�Y Ainr 21013 120.0 ana0. apumolt.i,EiA'/.IfiJi►/,Eil'i:! pp© a/ uo• ppeAuu Ylfi. unoJDQQmor [i[!' ,�an•.,,A; o.oumwfQ®.« ° ' :.lhSll"11111A1'' r,1h11tv-mmi n ' r:'- LIEJ 12.9' i %F/ ie .4F402:WZ r f 40. If s 1 aor . m Lm' m 'mm©' mmmmmmu©% m' ${�L0■0��0,;P/' M� I�3 m0tl�['•f■ytY7y ©f BUICIEFZ r i WIEMEI � D -- • , I IZidi%ln 260.0 �S�rrr,/�, � 15'�l �t�//'/ /7F.1?l/Yf �1. {/l1'fr�r��/i1IO�'.�i+,�'..lM Ie'�F reetr7 /.,02aQ�©�l/. m 'IE ©iFIF©�iu © ®�[1mE7 l %1t'92,115"+.",fJ07.4./6if�.f'f IEMED9,131 ICII■ElEV/,©�eBIM r LEI Ej,.. 63.9 © ®® MEIN1�©�Ipp// d 1� � .I�" L., a �c 4�iEN I�y* ♦dam, /.f/ 7��r;© " !!,m ©�1 ' O 0 ©©>, /�BEIB uuu �� .67}8!!�I�Dl+�rm�l+�Q�mJ!'�f-�pe7m©,p,�i�g!,'/��r��r�/. fid:onu .pY./FfG nno.&' , " �./i,tY�/�-1s�sj/�! I i//ri/ rz /®E m % /�©m©©V ■ mnuFf3�f3i17pum Ui%.O *It Gm, %/.tl ve pri4 r ..y%/.%iwf fim 0%•+OT09a0 ir4mmmmmmi 'C3- uom BBO ' 73.2 %i�/•�i/O& G= „ � �1 , * [ ESSe,A1AO 1. 00 r f -morADmm©m¢�uUVAUDEIE ¢cari, ,2 2, dyreza f tamfh m ©i omuurl aI m m 10©,x,0 nnumn 7umm EI nu 260.0 fw'(,r 'mmor/lm:fSwaweemun mumm® um iu mm iwo 72.0 41 Ld ©©mim EWICU I rIUDEMEIMaltin 03S © ©[1!1]13 ICIM ICI nelCImOCIMEi [I/ i IMOD Omlhl 120.6 5 13131 6 ©f/ MnM Q�m©m€inumum a B2® © ` spm 1E r/fl 0USd[ m iu ANCHOR fASTENEEPMEALGEEPADEAZ a ', l TODVSODOEDESONIAMAPASEAM limos rot LOAD tW1 P.S.?. 1NAX. RCM 7fi7:= ili'Yi')f�a31f *Ci't-i7� A ' 5 .s' TD r am OMMUMMOSACI MODUO SECIMEDDEMEMEMMEICEIBEI 2 "SQQ©DR:aIIYCaISBRE BH 2z06A1w3C©FAUMBl V U�DO� WM SZEIM® IEWAIm ©IAnuom } ©m Q✓ nfm1Of!r; lummmu m mu©?©imm num KELIcre, r imp ��rl SEIVaiffslAffigMfitlialt EN *: ■ � , r � � t , T yP 3. SEE MIMING SECTION DETAILS FOR IDENTIPICk71014 OF CONNECTION TYPE 7��1TiDCT11REE F IMAWAI ITR TYytPC 9A8 a i 11 H1 rlI INETA4LLFA iN ACCORD MICE WITH MANUFACTURERS' A. MIH1C1111M SINDECIKE33T AVID EDGE WSTANCE EXCLUDES WALL FINISH UR MalinardierienallinatUtfi A Wan van V5 {.u�x. �F�p'¢ig3��L/p�}� Rp r�ApS� 10. �1A�I �IDCN'ALK1�Y 1.. aNtfER irk kN FffI�D. TFL1,65 F[ Chia 11. ✓rJ DESIGNATES ANCHOR CONDITIONS WHICH ARE NCR ACCEPTA161.E USE6• 13. #2tt l t ER ETg ,Paw ZAME AC 30.11.-IN EMEDDE, D 11. S OCW[ar MA !9! EH SPACING PER VABLE aY RE9oVING HAC WTSE £ i/ r lFsT 1.X.3112 kNL rilgitaah SPACING PER ARMOR SCkEDULE L raN[NDR 4CHE ANGHDiI FROM e StYED•. T P, • T fi1IW WM STORM PANEL SEP* T C3N 11*,iCiE:rAfiS 5 �gPggO��t�Sp�pIpii��h��$�� p�pLjp,, }7yj 6 Oi1P�91+:sFd6 Sp !dlCfT+111'M 10.00 5, -1-. " C' 30.60 7' - 0" 3" 1- 1ra."' • 50.00 5' - 0' 3" 1 118" SC.00 7' - 0 3'' 1-3f9° 58.0G y' - 0" 3" 4.- 4' SR. 60 16 - 0" 3" -318" 70.50 3" 1 -112" 70.6D 3" 2 -i 4•' 70.60 10' - R" 4° 3" 05.00 .... 5' - 0" 9" 7 -1(0" 9600 6' - 0" 3" t.•Jf ®•• 16600 5' - 6" 9" 9-1(6" 120.60 0' - 6" 4" i.ir6•• • TUtE1 uoias: 1. TABLE I VE LICAS .E FOR BOTH PQ.OrnVp6 Z. V�AR�r pq��,,O�ini6p H�Wi�T II 5ORR0AO OAR Lmem i<<L8'k da r y. 0 USED TO OETFRHOW T I !I= fallifttairummt e 8 ,ins veesmxn 0.116X. t5T'.4N 05.50 46.00 95.00 100.00 105.00 7'_ 6" 7._r 110;00 114.00 120.00 115.00 180.00 195.00 140.00 1413.76 150.04 170.00 100.00 190.00 _ 6" 6' . 0" 4' _ 0" 1361113.0 96 th SKETCH OF SURVEY SCALE: 1" = 25' 06,- 21)2- 5 CONC. WAU. • • • • • • PAVERS ••• . " GTE. . , ONC. 0.1 CL. 9_5 th LOCATION MAP SCALE t 116160' LEGAL DESCRIPTION: LOTS 21 AND 22, OF BLOCK 84, OF "MIAMI SHORES, SECITON NO. " ACCORDING. TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING SITUATED IN T• OF MIAMI SHORES, FLORIDA. ORDER NO. 12940 - •DATE: MARCH 25, 2002 F.B. 484 PG. 50 SCALE: AS SHOWN SURVEYOR ' S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A.R. TOUSSAINT & ASSOCIATES. INC. 620 N.E. 126th STREET NORTH MIAMI, FLORIDA BY. • • • • • • • PRES. i.kurritt REGISTEKE ime..bsw39 REGISTERED SyTRAVRI04). Wat;trAf■FIR: NW? 907 FLORIDA CERTIFICATE OF AUTHORIZATION • LB-273 ORDER NO. 13874 F.B. 484 P. 50 F.B. 512 P. 73.-74 • ORDER: 13923 ORDER: 14317: REVISEM•119D1E9 tith 0A tt it OMER, 2005, ADD TEI,EVA106 04511 SOW& ReFIEFC TO :nit NATIONAL GEODEX.1711CAL.WITHR,. 929. tItVI5 „29) 0 0.5' CI_ Co -to En it co. (.6 q ri) w 0w o WL- z z z FD. I, P. 0 FD. I P. REVISED THIS 1st DAY OF FEBRUARY, 2007 TO SHOW BUInING:11144=0/12329109 REVISED TI1S *no:WE ‘1n11iNUM, 2007. M@ ) ,III JAM25206 BY:.... P L c` M D 1( t o c.ce-.25.2.) Miami Shores Village APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WI rFi ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ••• •• • • • • •• • • • ••• •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • it • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • 000 • • • 000 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 01/25/2008 Inspector: Grande, Claudio Owner: NOELL, JAQULYN Job Address: 1205 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number Parcel Number 1132060143970 Lot: Building Department Comments ADD 3 CAR GARAGE Passe •/, '..1 / Jr- 6 Inspector Comments AND DAVID DAQUISTO Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, January 25, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING MAR 0 7 200 PERMIT APPLICATION FBC 2004 BY: Permit No. c- to — 2' ' �Y Master Permit No. Permit Type (circle)Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L /Ia 671-4-Phone # j,6 7 SI > Owner's Address ?-tom a '--r City !t � t 5 2�f tate Zip T1' ' `'' e Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name t ry Contractor's Address City Qualifier Name Phone # ` d 5'- 7.5 % =- le'v State Zip Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) l �V� � .� a A-L__ Phone # Value of Work For this Permit $ Type of Work: Describe Work: ddition ['Alteration C---"/N1(2— Square / Linear Footage Of Work: ❑New ❑ Repair/R.eplace 7 elf 76 ❑ Demolition * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Educa(tion Fee $ $� Scanning $ L Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ CO /CC Technology Fee $ Zoning $ ' Double Fee $ Total Fee Now Due $ 1.1 P v C See Reverse side ice~; Bonding Company's Name (if applicable) Bonding Company's Address 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 thatno 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 promise in good faith that a copy of the notice of commencement and construction lien -law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner v Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. RC6 -2.3L Mid it? 4 al BY, ""C.•) aster Permit No. Permit Type (circle)4 Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) . Phone # 365 • -t 5 q -2946 1205 UE (i5 s1T Owner's Address City State Zip Tenant/Lessee Name Phone # 11 ,° 65`'ZR ( Job Address (where the work is being done) 3MkVG � gbbgE City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Contractor's Company Name Contractor's Address upEck Zip Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 5�� Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: (Addition ['Alteration ['New Describe Work: ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Scanning $ Radon $ Training/Education Fee $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address 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 Ali VI DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The for going ins ent was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit -No. .Ej - Job Name A/ e2 II- ELECTRICAL CRITIQUE SHEET L®ry)3 yam X`497-111- Y .f-e 1 epiot 6' -, L&.6P.a r j ,' _YeiV P,- e 2/‘' ,t1 p ' , - TI'e e c Po , eP! d G% tic -.G �T /`�� Pe9I2- A-1- -44 2 & t/1,427-- ems, ji L "Lip + �i> � , ee / /` / `.i-"" %tea !4%i'e �'® ��i /off A x-3/ . / #y iAe° °z! `�C`jam 9Le2/z10 10 12 1 ,ec / !'e- d d-..02-07.1 A" ®T % ' 034-414/ ") )`L'A— ra ®Y • •• • ••. • • • • • ••• • • • • •.••.• .•• PERMIT #: • • • •. • • •. • • • • • •. • • • •• • • • ••• • • ••• • •.• • .• • • • .• • • • • • • •• • • • • • •.• •• • •• • • 96 t SURVEY = 25' 115.04' CONC. ;WALL.. 0.1' CL. LOCATISN M P SCALE : 1-=160. LEGAL DESCRIPTION: LOTS 21 AND 22, OF BLOCK 84, 0 ACCORDING TO THE PLAT THEREOF OF THE PUBLIC RECORDS OF MIAMI IN THE VILLAGE OF MIAMI SHORES, 40.2 _ P00Lth 40,2' 0.5' CL. ORDER NO. 12940 F.B. 484 PG. 50 0. 5 ", T PAGE 37 NG SITUATED H 25, 2002 HO &?N SURVEYOR'S CERTIFICATION: WE HERE 'a CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A.R. TOUSSAINT & ASSOCIATES, INC. 620 N.E. 126th STREET NORTH MIAMI, FLORIDA BY: PRES. ALBERT R. TOUSSAINT REGI.Sl LRED ENGINEER NO. 8939 REGISTERED SURVEYOR AND MAPPER NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 ORDER NO. 13874 F.B. 484 P. 50 F.B. 512 P. 73-74 ORDER: 13923 REVISED & UPDATED THIS 6th DAY OF DECEMBER, 2005, ADD ELEVATIONS AS SHOWN, REFER TO THE NATIONAL GEODETIC VERTICAL DATIM, 1929. (NGVD 29) REVISED THIS 1st DAY OF FEBRUARY, 2007 TO SHOW BUILDING UNDER CONSTRUCTION. FO.I,P. et4 95 #1- r EtP • • • • • •• • • 9-GM 1431 ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• MY-2$-299G 07:1g OLOPPY DIST. MEDLEY .i11;i:i1NG CODE COMP LIANCU OFFICE 0'57:120) PRODUCT CONTROL DIVIS/ON NOT/CE OF ACCEPTANCE (NOA) Copy 311iidiag Produtts Co. 885 DAT; Bh'd. Masoll, OH 450i4 • cr 77pe'zrrV P.02/03 MIAMI-DADE COUNTY. FLO R METRO-DADE FLAOLER BUILDING 140 WEST FLAOLER STREET, SUITE MIAMI. FLORIDA 33I30-Iff.3 (305) 375290I FAX (305) 375-2e/8 SCOPE:. This NOA is being isstod tmder the appii‹.•able FLI ie$ and regulations governing the use of construction materials. The docurnenmi;on,subrnhted has been reviewed by Miami-Cade County Product Control Division and accepted by the Boar. of R.ulos and Appeals (BORA) to be tist'd n i'vEarni Dacia County and other areas where allowed by the Authority Havirt::. Jurisdiction (A1-1,1). This NOA shall not e valid after the expiration date stated below, The Miami-Dade County Product Control Division I' Miami Dade. County) and/or the AI-1.7 are8s other ;nun Miami Dade County) reserve the right to have this .product matcrial toyed for (Tozility assurance purposes. 1 this, product or material IS to perform in the accepted manner, ttic 2TIZAY.Ifn: urcr wt ncir the expense of alefi testh-g and .he A.1-11 may immediately revoke. modify, or suspend the usc of sect, product or I-a:aerial within the jurisdiction. BORA reserves ihc right to revoke this acceptance. lilt a determined by Miam: CoLnty Product Conuoi thi';t this produc: or material fails to meet the requirements of the applicable building code. This product is apprOved as described herein, an has bccn designed to comply with the High Velocity Hurricane Zone of thr. Florida Building Cock. DESCR.WPTlION.:: Sect3onni Garage 'Door !-:a% 0" 1,Vida, 11.F.P.RtOVA Y., DOCUMENT: Drawing No. 101.70224, titled "Door Models: 83, 84A. 93, 94. H93 & H94". dated I1/J8/9 lat revision or April 2003„ sheets 1 or I. prepared by Clopay Building Products. signed and sealed by bezring .ghe Miarni4)ade Coy Prr,iduci Contra encwal stamp with the Notice of Acceptance number rx ion date by MiDade County Product Control on. IN/PA(.71' R,ATiNC: Large 4ild SsbniE 3witpact fUNG: 'each unit shall bear a ptrinanent label with the manufacturer's name or logo, city, state and following trkzfl; "i\Marni-Dade County:Product Control Approved", unless otherwise noted herein. P.E.Nowit L. of this NOA shalt be ccms;clerc!..c1 after a icriewnl application has been riled and there has been no change in the appab uijrg code neeatively affecting the performance of this product. TERM INAT3ON of ulis NOA wifl occ:tif C, T.? iration date or if there has bccn a revision or change in the materials. rici/Of far ftlf r:: ihe prO4Uei 01" piTn;,-;;NE, misuse of this NOA as an endorsement of any product, for saleA. ativertisk:g or any otivTt purpors shall autorneJcaily terminate this NOA. Failure to comply with any section of this NO/.. shail be cause for srerrn'hiaCion and rmoval cf NOA. 7-1103 rArnON: This approval requires the i.riaouracturer to do testing of all coils used to fabricate door panels under thi; Acceptance. A minimum. of 2 .shail be cut from each coil and tensile hied according to ASTM E-8 by 7. Dade Counly approved laboratory seled ;:ncl paid by the rn:Inufacturer. Every 3 months, four times a year, the manufacture: rnz '‘o thjs of:: a copy of !.hf; tested ict:ports 4h confirmation that the specimen were selected from coils at the manufaen.ir..:ir production acilities. a notarized ;.v..;.).icrrierit from the manufacturer Mat only coils with yield strength c' 28002 psi .ar rc shali be used io trIlke door 1-:1;tneis for Dar_tc County under this Notice of Acceptance ADVERTISEMENT: The NOA number pccdy words Miami•Dade County, Florida, and followed by the 6azc, mray bc disPlaytd ndve.irtisinf kieratum. If any portiort of the NOA is displayed. then it shall be done in iLS N5113c1ION: A coPY or this entke NOA :hall be picicd to the user by the manufacturer or its distributors and shall bc ';.pr inpeclion at ihe job silt: at the reguc !“. of inc. Building. Official. -;hi; NOA renews NOA 4 01,-0326.0i consists of this page wc11 as the approval document mentioned above. The esubc-!!!!cd doci4mentation was rev cwo.d by Ca.ar..,:ent PE. 2 NOA No 03-0428.04 !Expiration Date: August 21, 2008 A pproial Date: June 5, 2003 Page 1 • • • t • 1 ONLY. Not past • • *Aim 1. taanr6i Clip* Bd l P . NtOd Morle 83• 8-44, A 94, on iiines 11/111/94,1* � °r • on Ap1t 200'3 1 R'l1 ii�' `,<: bj' ' �perPA �' . 1. e * I A 301,0 8' �; 103 gage a0►pr�ss�'�a test VNO' 42111241 . ' Priived by Angkor DM lab e South lb*. 11/13/94 L CalculoOons &ad ovloiD7; pages I through wader dst itei b it E W ta PE ' - . • st �� r � Test' wawa by Y. L tat i a4 PS • • *kegs C � .�' .�.� ?�8, Z. t �re fog d A G. loar. PE s lY :. . • yield : ,, ., ,,,,, by i�' J�raW a xl �? ayaE. as _�„t p�, 110 Mei *� by 1 y� �, .; « =.; ;,,W',` mini:sagged b y M R. Koine 01 /10117a . - 4 Wier eats oomplosor b y Clop, Building Prodecit Ca oft 3 law qfge gimp Mod by apply 31dIdoerastait oit 04/23/o3 signed asti mead olowirandgeokinpaii W: . ?IL • ° ,.. 11/22/2006 11:55 8002553687 JELD-WEN NOV 2 2 2006 0, NIN BY: ................... MIA m BULLDDIG CODE COMPLIANCE OFFICE (BCCO) ----- PRODUCT CONTROL DIVISION NOTICE OF ACCEP Seld-Wen, 31725 Highway 97 North Chfloqui©. OR 97624 SCOPE: This NOA is being issued mei rulesand regulations governing the use of construction matetiels. The documentation submittedbas bectievidived bylliami-Dade County Product control Division and accepted by the Board of Rules and Appal e (BORA) to be used f Miami Dade County and other arias where allowed by the Authority Having Jurisdiction (AEU). This NOA shell not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (hr Miami Dade County) and/or the Aar (bn areas other than Miami Dade Coaaty) reserve the right to have this product or material tested for quality assurance purposes. 1f this product or material fells to perform in the accepted marmer, the marusfacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use. of web product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by lvliami-Dade County Product Control Division that this product or raaterial fails to meet the requirements of the applicable building code. This product is approved as described herein, and has b� a designed to emrealy with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Veld-Wen. Steel" W/E OntswIng Opaque Insulated Seed Door w & w/o Sidelites APPROVAL DOCUMENT: Drawing No. DC2005, titled "US Opaque Steel Door Double & Single Units w & w/o Sidelites", sheets 1 through 8 of 8, prepared by R.W. Building Consultants Inc, dated 9/25/00 with revision *1 dated 12/11/02, bevies th hm:in-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miani-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Misfile Impact LABELING: Each trait shall beer a pemment label with the manufacturer's name or logo,oity, state and following statztnent: "Miarei-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL 'edits 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 tbe expiraton date or 'damn lase been a revision or change in the materials, Use; and/or man,ufseture of the Foduct or process. Misuse of this NOA as an endorsement of any product; for sales, advertising or any other purposes shell automatically gate this NOA. Failure to comply with any Section of this NOA shall be cause for termination and removal of NOA. ADVEIOEMENT: The NOA number preceded by the words Miami-Dade CouiitY, 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 &ere its entirety. INSPECTION: Atopy of this entire NOA shall be provided to the user by the manufa.ciater or its distributors and shall be available for inspection at the job site at the request of the Building Official. .1strialipior Tits NOA. ; page 1 as well as approval document mentioned A g dUIP: 4.4.1111 The submitted PAGE E1/11 KJ« 9S3 6E-44_ MIAMI-BADE COUNTY, RAMA METRO-DAD E FLAMER BUILDING 140 wesr FLAGLER STREET, SUITE 1603 anaaVa, FLORIDA 331304563 (305)3754901 FAX (305) 375-1008 • LIL ZONING DEPT BLDG DEPT BY DATE 41111=ffff II NOA No 02-121142 4 p:ranee Man April 14 2008 1 Approval Datc January 16, 2003 Page 1 SUBJECT TO COM - ft WITH ALL F DERAL STATE AND COUNTY RULES AND REGULATICNJS 11!22/2095 11:55 8002553887 JeId -ff enj %ea, r • _ JELD -WEN VIDE CE TED (Por. Pile ONLY. Not part of NIA) PAGE 02/11 A. DRAWINGS • 1. Manufacturer's die drawings and sections, 2. Drawing No. DC2005, titled '13/S Opaque Steel Door Double & Single Units w & w /o'Sideiites ", sheets 1 through 8 of 8, prepared by R.W. wilding Consultants Inc, dated 9/25/00 with revision. on #1 dated 12/11/02. B. TESTS Submitted under NOA No. 99-1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 • 2) Uniform Static .Air Prcssure Test, Loading tier Pao 202 -94 3) Wator Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201: -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603,2 tb) and PA 202.94 along with muted-up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites,'prepared by Certified Testing Laboratories, Teat Report No. CFLM 6 ', dated October 19, 1999, signed and sealed by Ramesh Patel, P.B. 2. 'lest reports ott 1) Urdtbrm &elle Air Pressure Toet, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential ;insulated steel sidelites, prepared by Certified Testing Laboratories, 'Pest Report No CTLA•961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Aui hoz Caloula ions, dmtod October 20 1999, with addendron elated March 20, 2000, prepared, signed and sealed by Mark Eethernaan, P.B. Submitted under NOA No 91- 1122.01 2. Anchor calculations for fixed lite mounting hardware loads dated 12/02102, prepared, signed and sealed by Lyndon F. Schmidt, F.E. E-1 Centro Product Cen o 4 r. I l i 1 a NOA. Nn 02.1211.12 Expiration Date; April 14, 2O0 Approval Date: Zannaty 16120443 11/22/2006 11:55 8002553857 JELD -WEN PAGE 03/11 .1 1 Inea NOTICE OF.4CCEMA'fiCE: EY_1DENCE Si3B1, ti =. (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA4S6WW, dated September 30,1999, for steel samples, tested per ASTlivi E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. 1 TS- 199006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Ie1d -Wen Research and Development, dated Affil 8, 1999, for samples of toam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and AS'r1V1 D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.Easithffen. Ike % 3. Notice ofA,cceptance No. 02- 0429.11 issued to Trinity Glass International for "Trinity Lite Frame" dated 07/03/02, expiring on 07/03107. 4. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA, 107811, dated October 24, 2002, for lite frame material ssamples, tested for straight pull mat, signed and sealed by signed end sealed by Raima sh Patel, P.E. E. STATEMENTS L Statement letter of product name change, dated 12/4/02, aligned by Steve Strewn. 2. Statement letter of lite frame revision, dated 12/22/02, signed by RW Building Consultants, Inc. signed by Rink Wright. 3. Statement letter of conformance to Code and no financial interest, dated December 2, 2002, signed and sealed by Lyndon F. Schmidt, P.E. 4. Statement letter of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. 5. Statement letter naming Rick Wright as the contact person, dated October 10, 2002, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 00- 1003.03 issued to Ield -Wen, Inc., for their Series "Dooms Steel" Waving Opaque W/E Residential Insulated Steel Door w /Sidelites - Impact, approved on 01/11/01 and expiring on 04/14/03. E -2 product C NOA No `+ 1211.12 Expiration Data April 14, 2008 Approval Data: Joinery 16, 2003 JELV'" Ste& 100tH}ESECIP.;A IIMSULAVED arm. maw OIRSO ILITara W/ANDWOUTROJEUTES GENET OTES L 1 S MOULT 15 OED TO OW 1019 ANSI: NORM OVUM - RAdit 10twS 8Y caus. mast EIE ArilipREra FROM,' 70 311ME Ti roe£ teeS5 10 Da MOW. - 3 PRO= AVMIGNS Ma $E AS LEIEO AMO gam ASS law ON BEfd81 ANNE wow 10 RASE IIRMAIL SRAM DE RE1L1MEE 1MY1. CROW OR 510O70t MEMO 5E= Max Cr Rt FLOW SWAM OWE RR RE SEEMS Mt 0. OED PIS FAE°88 SH0L SE AS MOWS —SEE l 18 ? FRESS10E INNS, ME SETT 005 a Mains ARE AI? 017MFI AN!$ a 6E .W 4 ME OR Mal Z ih15 MOM MEM 11E 110101 lEtw Jf 11S FOR itICR Moor I11.20KME BOWES' Sit war Mae /Kama oraSSURE Q08 reLE/ ouo to df in . c�ridElr+p llaftimatSawkstawr fare tHadf2 2d am{0.020' minmum iiickness, ZASM 00 a'i yi d strength F 24 pei. Arst.ANTisss Expanded polystyrene 1.0 to P. Abs density E.PS)t max d dada wand rock reierferceroeret_ Eiee 0 Getix � anti �jambs are rmerriaeo, oenr� and jabbed riming Reran 7 /8'x2° wire atoides. 1— 74.5 11071. OVERALL FIR 68.5' WIC {RrEP.ALL N107H z 9 .> .tELA'3Ec 10tfr i5' 184X OVERALL WRIal VI I,r.% ■lZ4 ��62 :n�ni' Ke,_ ±L. Il JJA;' Ylfi tl, !�!_4IAL'J MERE WATER INfltTRATION REQUIREMENT 15 NEEDED . 53.0 PSF — 557.0 PSF nub 9/25/00 N.T.S. eR 1 su: DOZDOS awn P as 8 9002 /ZZ /TT L89998Z008 m m z 1 )1 . No' .1." 4 I. wan 11mr. prirwds:4.,;,:fri .rp-21111111N111 --,1111111111 M` I4 EM r„ 5 " ••• e X 1' 1- RATREAR OD SCREW rfiaEMAF .020 N. A 1. 'LLbilfilAIN iffirinefaiIIMMOMINIM PAM 7'1 GrA / 4111111 MM. II r e*" rj t ritair1ANNWi 1itX2D Poi DOOR •WS LW .14 STU La Lae 11111■ 1111 Ibr ri PORKSET 1 SEWS DOLT FIBIECIFII-11*1111.01.1:611,:6 GLASS WOW STEEL MM GLASS VIC Lin MARE FAY LI KR Ski Ft CR CA.A4PCILL1111 CRUM 25/00. 900Z/N /IT r P1 z MCRAE z'� 1 z 0/SEE NM 1 SHT J ASIRA .PL HEWER 5O VIN (7) 7O1'AL, (1) 911" L. x .312'or& W TOP &(() 9.G' L x .312' dot 6OTTOM -�' IY SW ALUM RETATNV SUM (3) T.¢° x 4.5° x 0.5(15" illir,frOVZON7X CROSS SECTOR AT ASTRAGAL HUES: 1. SPACWO FOR ITEM P8 110 r i" PITY SCRIM ,ATIA1454G THE IMPERIAL ASIIIA,14L TO IRE ARtC1l E DOOR !S AS FOLLOWS FPi7M THE TIP DOWN & BQTTGA UP; 2.5. 461. 5.5; 13:0: 78A` 26.5° 2. 5PPCIKC FEW 18 x 7 1/2' I' AMME R AL77JCITING THE ODt UTE MAME IS PS FF1l1 S; TGP & SCUM (* SCREWS 3.0" IN MR EACH HO(OZANTAL COMM FHCiT ME 7UTP OF THE FRAME V23WPI O? 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NE WW AEI W TTIM mom RICHrT EC LEFT i2) SCAEW5 AT 3.T25'' nNrL b.67S' P2 22 Z3 IM1 15" MX COdJA8'ERSLIW G) HORIZONTAL CROSS SEETIOH �J ICE JA1t8 MOWN Lis" MK .25` VAX. SHf1d SFF NONE 3 4W 3 rliaiiiv ii irsoo Arai .25" 88X. watt IMMO' 25 I5" A COUPTER9NK tfORZOP1TAL CROSS SECiITCH 1 MTh/ AMR TO RUCK '.7511 @I EH& tahrxi xresadm er w UM z lit III!1: O iWNG NC 83:.659.918! 9/ N.Y.S. c+ne. xr: 7Jt !ac. Q: RW oawwm �o, I7C2CO.s war or_f_ 900Z/Z6/7t L88ESS2008 ALUM RETATNV SUM (3) T.¢° x 4.5° x 0.5(15" illir,frOVZON7X CROSS SECTOR AT ASTRAGAL HUES: 1. SPACWO FOR ITEM P8 110 r i" PITY SCRIM ,ATIA1454G THE IMPERIAL ASIIIA,14L TO IRE ARtC1l E DOOR !S AS FOLLOWS FPi7M THE TIP DOWN & BQTTGA UP; 2.5. 461. 5.5; 13:0: 78A` 26.5° 2. 5PPCIKC FEW 18 x 7 1/2' I' AMME R AL77JCITING THE ODt UTE MAME IS PS FF1l1 S; TGP & SCUM (* SCREWS 3.0" IN MR EACH HO(OZANTAL COMM FHCiT ME 7UTP OF THE FRAME V23WPI O? TKE 30FS 3tr : 135 26.0' 39 Q', 510' fi 8,39'. !'!Ff€N AMMO 7TE SE ME PLATE TO THE .MMfl MO &t.t M USE x 2 1 f2" R H TOtM? 5"3 W. SHEN A'IACf1ING THE STRIKE PLATE 717. THE .14188 AHD SEEM .AMR AT ME WHIM USE !B r 2" F17- W000 SCREW 4 SPA MG FOR RTli x e'.5' PFH WOOD SCREW ATTACHING 1HE . HULL108S TOGE7T cfl IS PS FOLLOWS; 6.0' 1-ROM EACH %t141TCAt Cowie WiTdf 15) IMRE SCREWS EGCHLLY SPICED_ Jo WJ)IL 6F (7) SCREWS PER MCl/ il.ET'TlCAL Wit k WHEN A7TRCHFIG T7fE• JORGE TO OM 4WD MO 8Ur4 USE OBI 010 x 2' PFIf W f1 soya i WHEN AITACNNG 711E HINGE 7C+ THE 44M8 A1HD SVELITSE AMU AT D MILLIG d IJSE #PO x f 3/4" PFH HOOD 5CJ41W 6 THE S'ACNii FOR Oaf 135 THE 16 .6 r —i fr PANH A0 SCREW SPM2N3 ltd TtE.._ TRIMLY' LrTE IS AS f]LLIWS— FROM THE TCP VOWM 428 lilt SiO6 (5) if 5.625°; 14.5: 2325° 32.0325 °, 4f D , 49.75. "•..®.5623: 67.375 ; MR 76.3125". NE WW AEI W TTIM mom RICHrT EC LEFT i2) SCAEW5 AT 3.T25'' nNrL b.67S' P2 22 Z3 IM1 15" MX COdJA8'ERSLIW G) HORIZONTAL CROSS SEETIOH �J ICE JA1t8 MOWN Lis" MK .25` VAX. SHf1d SFF NONE 3 4W 3 rliaiiiv ii irsoo Arai .25" 88X. watt IMMO' 25 I5" A COUPTER9NK tfORZOP1TAL CROSS SECiITCH 1 MTh/ AMR TO RUCK '.7511 @I EH& tahrxi xresadm er w UM z lit III!1: O iWNG NC 83:.659.918! 9/ N.Y.S. c+ne. xr: 7Jt !ac. Q: RW oawwm �o, I7C2CO.s war or_f_ 900Z/Z6/7t L88ESS2008 90i3Z//TT 01 w t•J GI CO -4 r z 13 1.> rri CO t-4 T-- 6- € r 3° E" i- "3fE WAIL llMFJLE. kIK Iu`7ChYiRNIU. ,(,�JNL 4.5` • - -= .a-yOVI I tllGelA JES n�3 ^F�"RIAF6 1 =west rw NC2ofl5 SHEET CF. 900Z/ /TI L8sEysa©Ge TT /80 3Edd 900Z/U/TI L88E59'6008 ' -a 1� z m z C9 w N cuzu9ra iY ra 0191. ME MAE 112° Gun ME num QOL . HP PCUPP6IPflENE NIENYOFlL- P6- JOR40399) 1 F2 cross orw_guhw MOW (WPM' W s4 7) rjamsgjajwita whirr &ilUPOT EU 50D a int Wars nn 81 3.551,91Q7 oaae 9125100 &T.S owt aft T,1H dC2005 jwila 7 wA, 3O0/3/TT LNESSZON IT/OT 29Vd 0 L88E9970 ©8 m r cj m z m IAM MADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION i►11AMI -DADS COUNTY. FLORIDA MF.TRO -DADS FLAGLER BUILDING 140 WEST 1 L AGt E .ST EET, SUITE 1603 MLAM1, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA •i Clopaay Building Products Co. 8585 Duke Blvd, —Mason; Old 45040 S �S The E' 3 jJurtsd.' t n Mi ia mr - st al t e NOV 1 3 200 issued under the applickb e: and -cegaa has been reviewed by Miami -Dade County B RA) to be used in Miami Dade County and of after the expiration date stated below. The the AHJ (in areas other than Miami Dade ssurance purposes. If this product or mate noPIuchestir>aand the• im au-) r. :icuarat curla ounty v'SLOn IS pro uC or•ma •r en- governing the useriEctilistraction materials, duct Control Division andaticepted by the Board er areas where allowed by tFie Authority Having iami -Dade County Product Control Division (In County) reserve the right to have this product or in! fails to perform in the accepted manner, the late! revoke. modifg:, �nc�the°tot such - O : M code. This product is approved as described herein, and has been designed to co Florida Building Code. DESCR1PTiON: Sectional Garage Door 9'- 0" Wide. H93 & H9t4" dated 17 /18/96 APPROVAL DOCUMENT: Drawing No. 101702 -24. titled "Door M els; 83.84A. 93. 94, with last revision on April 3003. sheets 1 of 1. prepared by Clops i :Building Products. sirrlt4, qgd, sealed by J41W. • °_.. 1 i ra•: e 1:stattip with the Not% '= 'iiainbi'r •�`� �Vlrts:Cir. • P.1 = • •• • • • • • •••• • • • • • • • • • • • •••• • • •••• • •• •i• • • • • i- • • '!-. • • • • • • 1,NQt1S )11,7.84 93. 94. H03. 1.19n9115 0717112/111 BaA 5 l 12fl imMIo - 106-1 ..4E ail MP.1k CI1rC + a[t(KCPi' a aVAtWK 1 II__ -I ilmi ;1 III I� I,.� dill■ �If I�!II!I��ll(��II' :�e ( EAD 1121C DIM SLf 611211A RV CCM 111 SIM maw IWO 9lCtFn onSd(n " (see U 110 no 61tsd•t0 to OCCk Sff 2711 LXiEgi[a Wrallrlet 2111■ W. 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I° 3715 (HE l(4s 018125) H1 1125/6' W SOU SCRCm 11 Q MI ICI 1rULBF 11„>M z4gx r-; 3(011 12 (a. 8A•2- 027110P 0231117 &707(1.1101 war 1►11 �f1'Sll 912 t, •n9• it Matt 3* 1111 ME 12(71 CV 1QVemCp MIS k m21,Jr Sat 5 • 1WP12 5CNL 4 -u d0 91 out Si®- 17- 847.700 11•4410 PCI up1Ft 2112(128 50170.1 iFlpc K15 ctt O-&IL 71-3112*01 1107 121st iim '!� a�2 23120(0 :0?P■li 1(■ 01W. Malt �o*fltll /14.1/6.411.7 Mt '<Ai t A (ism 01211981 *2 St .421120111111 0001 6 24211 Y317'IIUI*1'. • • r. rap.. b211012.212 'Mar Feser . _.. • • 1.11031 1001Pnes VD S K p - O V 8 0 0089 A l . 012 JS ?< tt.571•t 1178• I3 W 910: VA St tS .. :BC Ble 9tt- : p- lstt- uargeef at24(1r91 Sl►Eb -- --•:-.- arlk.:3ii7isit.sm. ea um •- AS. too Prns6 .s '0001 out 1148.1(7.50tt r m Mmumeasi tut um mak ER CUM IS1d AIC OW iiI EZfEl[I II [9'ii IEJ1 11LL1F 7 Y[IPLeEARS I4r' rry ie r•JrslrariaOITA[rMrri ea ETA 1E4 un 121.2 -I/1.11 St 1 nit VW 81114s 1 E BE Wm1 11 alt 12 11&1tI R MO 0 WSW! 6'e1- i000 wor VV. C HUM 10 ti1Gl 8G0.1 VCR 10011.1110W101111 r, WAN go I tut is 1 •III, L of st. SW. 21001 WO. W. 2A 10 VO t 10 6 S1111 '949_ Jjts- POi9A1 10m10 110 ROM 5172.0 Cpl =Me son emu II 1J, GlL% EL da t1111t t0 041 SHOWN UFA ttb - 11111 1(1121 k t ) /r,UI' 5111 1210*5 9211107 -r rat OAT, 1V11104 1711.011% 1!114$5 3311 1111 11156211 8eroen 01 X COMM c 1112 'OD 1001 MOS 1051�1 11 intant2118f0A01 H taus MOM* th tH. 120 244Q'1t1L 11X0 17085 /KO et 2011E 1 SR ant* alarm. 11210 21t0,+1ff0t0 10111 FBFUINDO. 7120• 11 11015 118011•2 1210 It (W►1at1 WM, aa120161XC N 1m*t 1 RSBR b1 1120 91141 1,4 MOD 1wt MIS 3/2/1000 rI G2X18 201tt 8 Ot+21t 9011 171 0711201111 300.16[ 10113 11119 901.1 01 a11tD 611 0011.%7111PR IMMO tae le0IN1M5 12011 11 1/ 11-1 /4 WON CV= MOORS 5711/11110 s 00 017111 j192 it 70C9 ]821701 2 AI11 1 31247 ''7! 717 061110011 8' 7221 0011121 1710 11'41. • CO= 'CM Ma PST 14 -1/101111. 11opaY ding Products n►F0114 _ ....� lg 101714 -11 3 - rul %.11 au " rw.. Wit WI= stunts t2P. L, _- 1 9b' 1177.7 OS UM 31+1 1ak, am MMd• DOM ►aril 2\a+. as isw •••• ∎ 02 w 117 u. eil. Is* 45117 76.1120 wa ., 1!•P161.41 3 OCT -27 -2004 2252 CLOPAY DIST. MEDLEY A6TwEreK MOLDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Clopay Baikg Products Co. 8585 Duke Blvd Mason, 011 45040 SCOPE: This NOA is being issued under d� , has been revi Rules and Appeals (BORA) to be used in`Nlierra ' Jurisdiction (AHD. NOV 1 3 288" BY: P.01/04 MIAMI DADS COUNTY, =, FLORIDA METRO -DADE FLAGLER BULD?. t P'LAGLER STREET, SUITE 1603 MAK FLORIDA 3313b -1563 (30k375-2901 FAX (305) 375-2908 c Z OAS kerning the use of construction materials. The Product Control Division and accepted by the Board of '► other areas where allowed by the Authority Having This NOA shall not be valid after the ea►'pirauoac date staff below. The Miami Dade County Product Control Division (In Canny) and/or the AHD (in areas other than Miami Dade County) rt: ems the right to e material tested for qualhy _ .,p. assurance purposes. If this product or material fails to have this product or product or material incur the expense ' of and the AIU may immediately rev �, ofs� on. BORA removes the right to revoke this acceptance, if it is determined by Dade County Product Control Division that this product or material fails to meet the rift Miami- code. This product is approved as described herein, and has applicable g the Velocity a Zone. �� comply with the Florida Building Code including DESCRIPTION: Sectional Garage Door I6'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 101300, titled "Doable Car revision on 01/06/04, shy 1 and 2 of 2, preps by Clopay Building Hots Co, as Pan Door", dated 021 W. with last P.E., the M� g Products a signed and sealed by M. W. Westerfield,. date bythe lea vi Dade County" Product Control Division. Revision with the Notice of Acceptance number and ration S1 LE IMPACT RATING: Large and Small Miss& fmpa t (/ G: Each unit shall bear a pmt label with the manufactures name or I � ,', state and Mowing statement: D� Cody Product Control Approved", unlesnoted . RENEWAi of this NOA shall be considered ren application product has been filed and there has been no change in the . applicable �� ode negatively � the � of this pralirot. TERMINATION adds NOA will occur after the expiration daft or if there has been a revision or change use, and/or nocmre of the product or process. Misuse of this NOA as an endorsement of in the materials, or any other shall automatically terminate this NOA Failure to co e' for sales, advercause for =dilation and removal of NOA comply with any section of this NOA shall be ranee° LIMITATION: This approvai requires the manufacturer to do testing of all coils used to fabricate door Notice of Acceptance. A minimum of 2 S shall be cut from each c and tensile tested is under this County approved laboratory selected and paid by the manufacturer. Every 3 months, four � a to AST11/,t fat by r shall mad to this office: a copy of the tested with heed themcoi s at the manufacturer production facilities. And a u °i°n that the specimen were selected from coils at the 38000 more o statement from the man ffacmrer that only coils with yield strength of 1 shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami Dade date may be displayed in advertising literature. if any Zion of the NOA is die' Florida, and folldone n the bray. ion INSPECTION: A copy of this entire NOA shall be �'�• then it shall be done in its ertdt>�. available for inspection provided to the user by the or its distributors and shall be rasp�tion at the job site at the �� t�� • • � well as the This NOA revises NOA it 00- 1212.03 and Page above approval document mentioned The submitted docnmernation was reviewed by Cag p • • • .. • .... Font PE. ... • . • ... • • • • • • • • • • • • • • • • • ... • • • • • ... • • • • • .. • .e.. • • • • • • • • • • • • • .. .. • • • .. • NOA No 03- 0829.05 Expired= Dare: March 26, 2001i Approval Date: February, 05 2004 Page :. OCT -27- 2004 22:53 CLOPAY D I ST . MEDLEY Panay Building Products Co. P.02/04 NOTICE OF ACCEPTANCE: EV DENCE PAGE A. DRAWINGS L Drawing prepared by Clopay Building Products Ca, titled "Double Car II'urricane Pan Door", Drawing No. 101300, dated 02/15/95, with last revision on 01/06/2004, sheets 1 through 2 of 2, signed and sealed by MW. Westerfielg PE B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 of " Garage Door", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -408, dated 01/25 /95, signed and sealed by H. M. Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door", prepared by Hurricane Engineering & Testing, Inc., report No. HE77 95 -407, dated 01/24/95, signed and sealed by H. M. Medina, PE. 3. Test report of Forced Entry Resistance per section 3603.2(b)5 on "Gaittge Door" prepared by Hurricane Engineering Testing Inc. report No. HETI 95- -407f, dated 01/25/95, signed and sealed by H. M. Medina, PE. CALCULATIONS I. Calculations dated 01/20/95; pages 1 and 2, prepared by M W. Westerfielg PE, signed and sealed by M W Westerfield PE. 2. Calculations dated 02/24/95, page 1, prepared MW Westelfieg PE signed and sealed by M.W. Westerfteld PE. Sne • MATERIAL CERTIFICATIONS 1. Test report of Tensile Test per ASTM E 8, report No. HETI 94-T59, prepared by Hurricane Engineering & Testing, Inc., dated 02/06/95, signed and sealed by H.M: Medina PE. 2. Test report of Salt Spray Test per ASTMD1654 & AS7MB117, report No. 9EM -1144; prepared by Q.C. Metallurgical, Inc., dated 06/03/99, signed and sealed by Grate. E. STATEMENTS. 1. Affidavit of yield strength compliance prepared by R D. Shifflett employed by Clopay Building Products Co., notarized on 01/11/2001 by B. H. Schuler. F. QUALITY ASSURANCE. 1. Building Code Compliance Office. • ••• • • • • • •• • • • .•••• • • • • • • • • •• ••• •• • • • •• • • • • • • • • ..:•_ di F. Font, PE. • • • • • • • • • • • Senior PmdnCt Control Division • • • • •• •• ••• • • • • ••• NOA No 03- 0029.05 Expiration Date: March 26, 2004 • • ` • ••• ▪ Approval Date: Febnxa y 05, 2004 • • • • • X. 1 . • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (40.'M) _5 ..144),, 13,, 3 filE Q D'O_1:I101 183. 1494 (UP 70 12'0` HIM IS Gil. MEOWED TO 100 .'IC ROTTou `Wt PAWNED TOG -1 • IA1 Srsnit. • oc( 11111:21.413311 3186E 8,3111111 faC�lyfg(moss 10104(4*. - t►� i1GFr,tant. 148961 GLOW CORER) • 4462 &001) 1.11/100 IN (ARM 1(14S - 11,1�I1025Q CIS I6II To 4n>x0 PAGE 1 OF 2 16 30. 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CD.LS EMI. sr numm MAUI roomer AND 11E@FORCEO 61711 i5 extrucU1 10011C 10011110 4141 IRO 1.E EURO ALL tans 11UiL IIC unarms I THE TIC 8LA11s- 10 moans TER M0104 ME CR 00147030E 80.0111 NAM YAM PAD MOM E2 11010%.05 TO 6E DOMED GY 1NAUL0m PRIMSIDI01. Ot mono ATM 11 AR3COF;DRACE sal n• moo* oUI101A6 C84.0 21_43, Q itEall ING STRUCTURE ATTACI-IMEHT VT 10 07 VS10 1114 210411110V or 111011( /111E TO 2.0 V®ITCA .41494 CR SUPP0R81N0 SUTOCT00i} 11.11. O IS 0201110 PPE FASIEVER MT M.Th. SIM WASCOS .. 2,r ou r J ,I,•_ outiim ,........4. -i I ' K - L'all`rrr; :Trouf n i dUFT _4 L , 817 • _ 114 >3I_ i 3a!!Cr 1L..h -C a .0(CI .r. 1 .4.i 1101 ">�4; r 21 x1,8 , q�_ 2z f t1! Li. 114 ■ 1 7 r 03^{1 Gu Z�.L' - - ,:I.,l..i' YGf._.F 3It <i �LW=r . @_ : r a. r. I1. N..Li..1•l1.11�MIAMI ., PACE 2OF2• MO oW 0001!) FASTIIIER / TYPE Ann Ilo. - Or PEN YER1 us .111.19 226 VER11C /L MAR. IMIg10H LYS7IJ1ICE 11EI11T110 coma to- * ato mo ENT Or 10410011E 8130. 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NOtnA 1 OUT TA5*410t .STD. w r[ • FA51EE D TO 4)4Ep WIN/Li PACII 114.6/6 Slen UEDA • 14 .510 CAP). 7 , PQ552 0 • • rAS1G[ 11AA,,fC•�s 17 1.17201 t2) 1(7' SEIM PER DO PPM • • 2' I11R 04 1.080 S90A, 110 BALL 111354. wont • DID OF ROLLER 51EE11 mnc.40to FOR . •7/18. 141E • • 1' o36R 171011./[• 133811 SAIL) 1�6 73780 JAM Y MIL ST PI10 1'101:194111.44 11111:' 301140 • . :x.14 •. 11 1'.11&• at PI IL 1 HEICH(T FUELS _H93.1194 p • • <. UP TO 12'0 Won STOP 1104161180 Qr' ODOR RIS1*LER '(re 5011) 18 01. 01111. 5430! t'3011ED Er10 SHOE to as. 6311 max 03004E • .. 1N to VLSI. STEEL 10ER STtc Oro stu I.4, 1A' . z--I /O' on. z L2.,k.17FWE0 MOLLY SEE 144 EMT 7.11011n,P• Al PALM Ct1U1014411t1H MP ROM 3' Cav Pal IP/AI 031(0E0 10 01:1010 4142.E. 11306. 3713.11344 10 11101.10 31113,4. 0.111741, I'13.8,/50 110.7 81187 14 E0111 06031 1110 SLOT. 7/16' isul..to0 on EEM1*' 18 IC maw f£EL tau . /IWO worn 1107(1:0 714F1. � d_ 1�0 70 4TN1T1S�IIAL�EStM Ei1 14'. /7)11344!'18 WP PCIL EIO mum • 5' MA 11 -1/2' trio. Si141 0011. 1f044010 Mal ROLIER. • ism Ciopay Bulldiw'ig Products Com an 0(0 our .. , ...._.. Et 4.1Pf4111 `1 1 3/27/95 ADZ'E') ,M193 OWL: & CHAR! TCI 1'11 .4' - , '3 1/3/97 REFIT DWC TO 2 PACES 2/13/98 RE1i. AMU ATrACI . F la fiFf C 7 4 12/7/00 EEL. 0/N 87/94: ODS /0-40 WAS I2SI 1Gi•(0 ' S 9/25/03 ADDED EXTENDED 11E1CDT MODELS (1 1/6/04 13130 AITACIIUEaf k VENT HATES ITODIFIED LOCK SFR • EHG146ES RI OUTSIDE 111)30 Igck . TRACE 011 LOCK BAR LDE1118 ff of- 0 0R 008. 314114 %" SUM VOLT LOGIC 04W.GES 11170 vEnTIC/L 7114010 ONE . Last 0w MO SIDE or moo ' r INSIDE SODE 54131 IATCII 3.10/013 MATO WI4TRCAI. TR►GK. _ 011E SHOP LIJCII mt EACH SILL 1F 0002/ OPER. 511E CRIME WIDLE- IITI I �~�E 0451111 1144161E 01.9540. 10400 LD 50)11 1nTCJ1 LO 1 9 1291 �.nl PiRppRanOH NarE 174071 GoNRH11T1US A1N;4E" T1LA91: S }TAU. IRE FASTEIIED TO PRESSURE 10111130 238 TEU.OW • PILM 0010D AV MS 1MI1 3/141 01 -0/8" 1/0 58031111 (12) LAO SCREWS PER SIDE UP TO - YU HER A110 13) 1A11 WOOS PER SZE UP TO 6111" 010111 19 (44. 511RENS PER SIDE LLB TO 94" MC-11. (15) 130 SPRETIS PER SIX UP TO 10'0' HIGH. 101 LDA SCREWS FEU 510E VP TO Ira' 411844. (17) (AG SCI1V,S PER ROE. 10' 10 120 I4011. 711E 113/1400 of A7114011401r 70 THE SUPFOI4IHG SIRUCTUUE Or 111E PRESSURE TREATED 210 WOOD 111185 S11A41. BE APPROVED DY 111E P80PESS1011.4. OF 0380141 11214 111E 3101113713415 AHD IH AOCORT VLOE 9.1711 CtJBREt 1 ammo C1:OES FOR TIC COWS 11111!'0 011 T10S 04411110. PREPARAIIO 1 or .LA005 OA' 1142005. . /41. 4!11942000 oF IITACK. 31101135, 4/1204741 TRACK SIMPORLS. Alb! ALL 119130 DOOR HAi1131m To of 1.151711(0 PER 01.000 DISTALLA1111 OISTRUCTLGnS SUPPLJUD 971:11 000'14 SYSIEM 111D.E5S OTHERWISE 110130. DESI,, £149__HEI[Q HARK BCS1E19I170. P.C. F1 /74112. RLEGIStIWTKW .IRo. 48435 0031644 (OARS: 4 48.6 P.S.. AF 0051042 101103: 4411.6 P.S.E. & TOLERANCES 140.001 W.11 Dad CO•.•••• 301 - 5019 1000 4 1.27 4.9.e.. 54/2• - E1;0IVSrRLO.D1110 W _ otlular- 4*600 PA woo 0505 47101E RLVD. 1/45011. 01110 43010 013) 770.4880 41:43011 :7t. ^i SLt. -52.0 P.S.P. MOLLS 811 8{11. 94. 91) -51.7. P.S F. 1103. 1034) PAM. Otz Ott ttF 2 16'2'141 x 12'0'It 0[144042011 JJJ 11014941: EMI 11UPRICAHE PA1I D09D 10!11. mat0 *610 2/45 /95 OWED 111 1132108 as 101390 6 it L 18 ' IS i a Abdala M1At4 COUN-Y 111/11,DING COBB (X6eilLIANCX NtODUCT CONTROL DIVISION NOTICE OF AC PGT Industaim 1070 Tedmohagy Drive Nokomis„ ft, 34274 Cr.7 -1\78111 NOV 1 3 2006 iPJ CAW, SCOPE: • This NOA is being lamed under 11 `. tales and malaria= governing tha uso of constmdan mansials. The documentation submitted has been reviewed by Miami-Dade County Praia* Coning Division and accered by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authmity Having Jurkdictiort (AB% This NOA shall not be valid after the expiration date stated below. The blisani-Dade County Pioduct Control Division (In Miami Dade County) andlor the AID (in areas other than Miami Dada County) reserve the right to have this product or material tatted for quality assurance purposes. If this product or material fails to whim in the accepted manner, the imanufmtmer will hum the expense of such test* and the Ant may hmnaliately revoke, modify, or suspend the use of such product or mattnial. within theft judadicdon. BORA reserves the right to revoke this acceptance, if it is d'ned by tad-Dade County Product Control Division that this product or material fads to meet the require' menu of the applicable buikling code. This product is approved as described herein, and has been designed 10 amply with the Florida Building Code, including the Wish Velocity Hurricane Zone DESCRIP'FION: Series C.740 Alundnum Casement Whitlow -LW. APPROVAL DOCUMENT: Drawing N. 70450, titled "Ahunimim Casement 'Window, Impact; sheets 1 through 13 Of 13, dated 12117/02 with revision "D" dated 06f23/05, prepmed by POT" sigued and sealed by Lucas A. Turner, P, beadng the Miami County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Pmduct Camrol Division. MISS= IMPACT RATING?. Large and Small Miadhi hapset LABELING: WI unit shall bear a permanent label with the manufacturer's name or logo, tity, state and following statement "Musati-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 thange in die applicable build* code negatively affecting the perlimmaime of this product. TERMINATION adds NOA will occur after the expiration date or if there has been a revision or change in the nuterisk, use, and/or manufacture of the product or process. Misuse of this NOA as an endcasennut of any product, for sales, advertishe or any other peptises shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofN0A. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the 'date may be 17,, ,1a3red in advertising theriture If any portion of the NOA is displayed, then it shall be done in its endiety. INSFEcTION: A copy of this entire NOA obeli be proOkled to the user by the manufactener or its distributors and shall be available for it:spa:don at the job site at the request of due Baling This NOA revises NOA # 03-0611.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. • • • • documentation was reviewini tileistint? ft. itipitaide!, PA, Director, BCCO: Rc 0642Z MIAMI-DADS COUNTY, FLORIDA MIRO-DADE NAGLER BUILDING io witsr FLAMER MEM ROUX lee IRAK FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 surfebnifpnIndesslignang The • . ....... .• ••• •• a . 1 • ........ . i , Applaud Dat:Februairy0A NoIS-23,719.11.2006 Expiration Dater May 22, AU • • .... • .1., • • • • • •• Pagel • • • ••• • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • 000000 • • • 000000 • • ••••• • • ••.•.• • • .•...• • •• ••..•• • •• • • •••• • •••• • •• •e • • • • Na ES: LAFRG MISSILt: WINL)01M3 1. GLAZING OPTIONS: A. 6/18" l AMINATE) GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. W18" LAMINATED GLASS COMPRISED 01- (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/18" I AMINATFD GI ASS COMPRISED OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/18' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/18' I.G. GLASS COMPRISED OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 8118' LAMINATED COMPONENT WITH A 318" AIR SPACE, 6/18' LAMINATED GLASS. COMPRISED OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER ® F. 13/18` I.G. GLASS COMPRISED OF (1) LI'Ib 01- 1/r ANNEALED GLASS ANU (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/18' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" AMVEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVF3 INTERLAYER. A G,13/1X 1.G. GLASS COMPRISED OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7/18" LAMINATED GLASS COMNOSED OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CO N iGUIATIONB: ii.22, aZ AND O 3. DEgIGNOIESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. IIEDESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130048. B. 17:191Z1%t DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DEEM PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. • D. FORMICONFIGURATIONS SEE SHEET 5. NOA DRAWING TABLE OF CONTENTS SHEET NOTES.. 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 8.9 SECTIONS 10 CORNER CONSTRUCTION11 EXTRUSION PROFILES 11 -12 PARTS LIST »..12 ANCHORAGE ........1,3,4,13 • o • • • o E. FOB•"XX'rCONFIGURATIONS SEE SHEET 6. F. FQR 4,1 AXOX" & "O" CONFIGURATIONS SEE SHEET 7. • ▪ G. FQR144 pCOX' &'XO' OR "OX" CONFIGURATIONS SEE SHEET 8. •••1•• H. FqR UNEQUAL U1 E 'XOX, ' XO' 8'OX" CONFIOURAT IONS SEE SHEET 9. • ®'4. ORAGg: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR • ADDITIONAL ANCHORAGE INFORMATION. A • • • ' • HEAD de SILL MAX. 4" FROM CORNERS MAX. 4" & T ON EACH SIDE OF MEETING RAILS MAX 141/T SPACING ON VENTS MAX. 13' SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MN)-SPAN ON FIXFT) l ITE ONLY MAX. 4" FROM CORNERS MAX. 13• SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4• TAPCONS OR 1/4" S84 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 8 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE UMITATIONS WHEN ANCHORING WITH 812 SCREWS. 5. SHUTTER REQUIREMENT: NONE. REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE '1E61 REPORTS: F 113680, FTL -3582, I=11.3587, F'IL -3729, FTL4807 AND FTL -4808. sod mow FAQ =SW a AC* f3H8'.1.aMOVB CIMINO 011rArta10 Offer 2 IM MO. £ R•iM.' F. W WWO C N OONI MOO tMB&Err P.& 6▪ 0111II a AM) fir Ht, W4682YPFSF AND a ARVECANCHORAWIL areaas+ Om o.eretr sog FA 12117102 MAW P.n lti lWttiIL.Rf31214 Viably Rester NOTES AND TABLE OF CONTENTS A▪ L▪ UMINUM CASEMENT WINDOW, IMPACT N 7045-a I ( r /Wrric WOW A. UAW, P.E. Pt 17SP}1 tie,aro.ttw • • 000000 • • •.•..• • • • .000.0 ••••• • • .•••• • • •••.•. • • .•••.. • • • ••.••• • • • • • •••• •••• • • • •• •. •.." • • •.••• • •... • ® 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 118° HEAT STRENGTHENED GLASS • 31 0 1/8' HEAT STRENGTHENED GLASS 318° AIR SPACE - 13118° .85" NOM. GLASS BITE • •• • • • • • • • • ••4 7. 8 • 3/h IVALED OR HEAT SUISPIGTHENED " 0000 GLASS ° 8/18' LAMINATED GLAZING DETAIL • • • • • • P°• •.•• •.• 5/18° LAMINATED COMPONENT 1/8° HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS .85' NOM. GLASS BITE NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT -0— .090 PVB INTERLAYER 3/18' HEAT r— STRENGTHENED GLASS 85° NOM. GLASS BITE 0 Q 3/18' ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8' ANNEALED GLASS 13/18' 13/18" I.G. W/ 5/18' LAMI, GLAZING DETAIL 7/18' LAMINATED COMPONENT .090 PVB INTERLAYER 3/18' HEAT STRENGTHENED GLASS' 85' NOM. GLASS BITE ar, arlam awa mama firakor e 7/18' LAMINATED GLAZING DETAIL, 13116" LG. W/ 7/18" LAMI GLAZING DETAIL REORAWMAZON DIMASd ADD near IA NOOtMN8ETla9SHEET PIlunan E•PF EMI fikahcYW • •.•.•• • • 000000 • ....•. 00000 • • 00000 • 000000 • • 000000 • • • • • • •••• • •••• •••• • •• •• • • • • 1 1/7 CENTERLINE 1 112" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) • •• • • • • • • • • • • 000000 •APPIOR • (SEEJ EET 1, • tIQTE4) •••..• • •1100.• 000000 • • • • • •• 11.11..• • ' BSA� uDD -ePAN 1111 • • . • ANCHOR DETAIL • • TYP. (2) • ••000• • SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. Iii! 7.'I __Iw 7„ 4' MAX. 4" MAX MEETING RAIL DETAR (SEE SHT. 1 NOTE 4) 30' MAX. DAYLIGHT -- OPENING 134' MAX WIDTH 83" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74' MAX. WIDTH MAX. DAYLIGHT OPENING f 3" MAX. O.C. 30" MAX. DAYLIGHT -•- OPENING 13" MAX. O.C. 4• MAX. 37' MAX. VENT TYP. 13" MAX. O.C. •-- -1 80" MAX FIXED 14112' MAX. O.C. TYP. ELEVATION "8' - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE :, "X" PANEL MAY SWING IN EITHER DIRECTION iA 89' MAX. DAYLIGHT OPENING 70" MAX. HEIGHT 14112" MAX O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION 'A" - "XOX" (SEE SHEETS 7-9 FOR PRESSURES tanrtarroRIve NOKOMIS, PLS275 raagxv Na '.iLarm 10e 14 "Or ELEVA77ON$ ALUMINUM CASEMENT WINDOW, IMPACT 1708179 13 1 •°" ' 7045.8 Lucas A. Tunes, ?.9. M • • 000000 • • ••.••• •• • 000000 00000 • • ••••• • • 000000 • • 000000 • .. •••.•• • • • • • • • •••• •••• • • •••• • •• •• • • • • • •••••• • • • 000000 • • .•• • • • • wader Thom FF trim= DENOTES HINGE LOCATION AT HEAD & SILL OF "X' PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) • HINGE LOCATED APPROX. • .: • FLUSH AGAINST JAM, • • • .TYPICAL HEAD 8 SILL PlItfiLEOCATION DETAIL ..•••• • •.•.•• • .• • • • • • a. 44003 6210! 141/T MAX. 0.C. VENT HEAD B BILL LY 13' MAX. 0.C. 4' 14' 4' MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 69' MAX. DAYLIGHT OPENING A 69' MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13' MAX. 0.C. 14 1/2' MAX. 0.0. ELEVATION "D' -"X' (SEE SHEET 5 FOR PRESSURES) 30 MAX. 97" MAX. WIDTH DAYUGHT 53' MAX. OPENING DAYLIGHT OPENING 4' MAX. 13' MAX. O.C. ELEVATION or -'0' (SEE SHEET 7 FOR PRESSURES) NOTE: 'X' PANEL MAY SWING IN EITHER DIRECTION 37' MA>l. VET 60' MAX. FIXED ELEVATION 'P - "XO' & "OX" U EQUAL. UTE (SEE SHEETS 8-9 FOR PRESSURES) SEE MEE'11NO RAIL DETAIL SHT. 3 TYP. (2) 76' MAX. HEIGHT 0 na•trac 0 OHANOH SHEET NO, R MOM 0 ADD HOME DETAIL 6ItD10EL000070NNOTES ON4NOS &MX N% TO,Fr ANOMZ0!OTO6r await, ors F.K 501, 'O", 'WO" $ "OX' ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT NTS II4 a 13 I "°"•". 70468 (t' /or L•oee A. Tuna P.E. PE•58T31 • • •••••• • • •••••• •. • •...•• 00000 • • 00000 • • 0.•0.0 • • ••..•• • • • ...... • •4 • • •00 • • • .• • . • • 3T . B"'t ••.Jw. , COMPARATIVE ANALYSIS TABLE 1. X" WINDOWS TEST REPORTS: FTL-3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (1/8°A,.090,1/8°HS) 8.516" LAM! (1/8"H8,.090,1I8"HS) E. 13/16" LAMI (118"18,3/8" SPACE,5/18° LAMI -W/ 1/8°HS,.090,1/8"HS) /C" WIDTH 19118 A B,E 24 A B,E 281/2 BE 30 A B,E A .34 HEIGHT 28 31 38 38 3/8 43 48 50 8/8 54 67 80 63 88 NEC PO8 NEC POS NEC- P08,NEC P08 NEC PO8 NEC POS NEC P08 .NEC P08 NEC PDS NEC PO8 NEC PO8 NEC P08 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0. -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 90.0 -90.0 -90,0 70.0 -90.0 70.0 -00.0 70.0 80.0 70.0 -90.0 70.0 - -90.0 70.0 -90.0 ,70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 ` -90.0 70.0 -90.0 -90.0 70.0 - 90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 90. 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0, -90;0 70.0 70.0 -83.8 70.0 70.0 -90.0 -90.0 70.0 -79.9 -90.0 80.0 -90.0 -90.0 61•90,0 70.0 -90.0 70,0 -80,0 70.0 87.4 70.0 -77.0 70.0 -90.0 70.0 80.0 70.0 ! - 90.0 70.0 -90.0 70.0 -90.0 70.0 -88.3 70.0 41.0 70.0 -71.1 70.0 -90.0; 70.0 -90.0 -78.0 38 �8 , -7$.0 '78.0 70.0 - 88.4 884 83.9 70,0 -90.0 70.0 70.0 - 81.8'81.8 -90.0 -58.9 70.0 -90.0 70.0 80.0 70.0 %78.0 70.0 -75.0 70.0 -75.0 70.0 85.8 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 -78.0 70.0 - 76.0 70.0 75.0 70.0 - 70.4 70.0 -60.4 70.0 -10.0 70.0 -90.0 85.5» -67.8 87.8 70.0 - 75.0 70.0 80.4 -54.3 84.3 -54.9 -75.0 -81.1 70.0. -90.0 70.0 -90.0- 70.0 -90.0 70:0 -90.0 70.0 _ - 84.2 70.0 T0.0 -90.0 70.0 90. 70.0 80.0 70.0 -!� 0 - 80.0 70.0 88.2 88.2 -90.0 70.0 41.3 61.3 70.0 40.0 70.' 80.0 70.0 40.0 70.0 85.9 88.1 M.1 -53.8 53.8 -80.4 604 -471 - 45.8 48.8 40.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.8 70.0 -88.3 70.0 -75.4 70.0 -72.4 70.0 89.9 89.9 -87.8 70.0 -90.0 70.0 80.0 70.0 -90.0 70.0 40.0 83.8 -80.0 80.0 - 88.5 58.8 -58.2 88.2 -634 40.0 70.0 40.0 70.0 90.0 70.0 -90.0 70.0 8041,70.0 -90.0 70.0 70.0 70.0 70.0 57.8 70.0 63.4 70.0 47.7 70.0 89 NEC -90.0 -90.0 -83.2 -90.0 -88.0 -00.0 -49.8 -80.0 -43.9 -87.8 P08 70.0 70.0 70.0 70.0 88.0 70.0 49.8 70.0 43.8 70.0 72 NEC PO8 -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -422 -84.4 64.9 -51.8 51.8 -48.8 48.8 -45.2 45.2 -42.4 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 61.1 -47.9 47.9 -44.8 44.8 - 42.2 42.2 -39.7 42.4 70.0 39.7 '18.0 rib. • ••• • =7s0 70.0 - 78.0 70.0 45.0 70.0 -75.0 70.0 ` -75.0 70.0 -76.0 70.0 -73.7 70.0 -872 87.9 -69.0 70.0' -75.0 70.0 89.0 -52.8 52.8 -75.0 -49.9 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -76.0 49.9 -48.4 48.4 i - 43.8 43.8 -41.1 41.1 -38.6 70.0 38.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0: 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 TABLE 2. • "; "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 •• • •. GLAZING OPTION: C. 7/10" LAMI (3/16"A .090,3/18"18) • ALL "X" SIZES UP TO 37" WIDE x 83" HIGH AND AU. "X" SIZES UP TO 32" WIDE x 72" HIGH 140.01 70.0 .•4000 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: ' C. 7/18" LAMI (3/16"A,.090,3/16"H8) F.13/16° LAIC (1/8 1A,AIR BPACE,7 /18° LAMI -W/ 3/16"A,.080.3/'16"H8) ALL sr SIZES UP TO 37" WIDE x 78" HIGH 1.65.0155.0 Nei. 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE I8 LIMITED TO 80 8 P.S.F. 70.0 70.0 70.0 70.0 83.7 70.0 48.3 70.0 42.2 70.0 agar 1 AEDQa.4BB TYPE ETG TABLES 1 A 4 FA mooing FIG "F.K OW WM* MAW 0 MaaM51000WWW OW Waft 0 ROME MINORS 4AVOWHOWOPTIO4 baba 7102 °�` °" bete ` 1OT0 P�f Pa.atars triltr taws A. T P8. PE t1 201 Madumlael • • • OOOOOO • • OOOOOO • .• • • • •••• • • • • OOOOOO . *•.. • • • 000000 • • 000000 •• • 000000 •• .• • • • • • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 XX" A GLAZING OPTION: A. 5/16" LAMI (1/8".0,.090,1 /8"HS) HEIGHT 26 31 36 38 3/8 43 -48 606/8 57 80 83 76.0 ,""c 70.0 - 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 NEG 70.0 -75.0 POS NEG 70.0 -75.0 P08 70.0 NEG P08 -75.0 70.0 NEG -75.0 P08 NEG 70.0 -75.0 PO8 70.0 NEG POS -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -76.0 631/8 A 67 A -76.0 70.0 - 76.0 70.0 -75.0 70.0 -78.0 70.0 -78.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 78.0 70.0 -75.0 70.0 76.0 70.0 -78.0 70.0 ` -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 76.0 70.0! -74.4 70.0 -76.0 70.0 -68.8 70.0 -78A 70.0 -75.0 70.0 4-75.0 70.0 -65.2 " 65.2 69.6 -76.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -72.1 -63.0 70.0 -89.5 63.0 -60.8 59.5 60.8 -75.0 70.0 -76.0 70.0 -67.6 87.6 -88.0 88.0 60 -75.0 70.0 -76.0 70.0 -76.0 70,0 ; -75.0 70.0 ! -76.0 70.0 -88.4 88.4. ' 493.9 63.8 -60.0 60.0 -88.6 68.6 -56.2 88.2 -53.4 53.4 84 * 88 • - 72. A 74. • A' , -76.0 70.0 ; -78.0 70.0 -78.0 70.0 _ -78.0 70.0 -71.1 70.0 41.8 81.8 -58.9 68.9 -56.1 56.1 -63.8 63.8 -80.4 50.4 - 47.7 47.7 X X 176.0 70,0 -75.0 70.0 -75.0 70.0 -78.0 70.0 46.6 65.5 -87.6 57.6 -54.9 54.9 -51.8 `61.8 -48.6 48.8 -48.2 45.2 -42.4 42.4 ;76.0 '78.0 • • • • • 70.0 -78.0 70.0 -78.0 70.0 -70.4 70.0 ` -80.4 70.0 -75.0 70.0 -73.7 70.0 437.9 87.9 -89.0 60.4 -64.3 64.3 -61.1 51.1 - 47.8 47.8 44.8 44.8 42.2 42.2 - 38.7 39.7 88.0 -82.8 52.8 -48.9 49.8 - 46.4 46.4 -43.5 43.6 -41.1 41,1 - 38.8 38.8 ABLE*••••• "XX" WINDOWS TEST REPORTS: FTL -3682, FTL -3729 • • •'Cf.AZING OPTIONS: 8.6/18" LAMI (1/8"HS,.090,118"HS) E.13/16" LAMI (1/8148,318" SPACE,5/16" LAMI-W/ 1/8"48,.090,1/8'118) •••• ..•••- ABLE6'.•=s +. ••••M , •• • • • • •••• • • • ALL "XX "81ZE8UPTO74 " WIDE x63 "HIGH -76.01 70.0 "XX" WINDOWS TEST REPORT: FTL-3680 •.' ,r M'>( Mita GLAZING OPTION: C. 7/16" LAMI (3116 ",1/4. ,5/18"HS) ALL "XX".SIZES UP TO 74" WIDE x621" HIGH 90.01 70.0 TABLE 5A. "XX" WINDOWS GLAZING OPTIONS: C. 7116" LAMI 3118"A,.090,30181H8 F.13/15" LAMI TEST REPORT& FTL -3550, FTL -4607, FTL 1/8"A,AIR SPACE,7/18" LAMI-AU 3/16"A,.090,3/18"HS ALL XX" SIZES UP TO 74" WIDE x78" HIGH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPC ONB OR 114" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE I8 LIMITED TO 89.8 P.B.F. romtear WOW. Pt 84271 v.5. saa• a PRESSURES- XX CONFIO. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 I NTS 11 • 13 j`°'" 7048.8 • • •••••• • • •••••• •� • •••••• ••••• • • ••••• • • 0.044• • • •••••• • • • •••••• •• • • •••• •••• • • .. • • • • •••• • • ••• • ••• • ARATAIE ANALYSIS TABLE 8. 'O' 4•1M XOX' GLAZING OPTIONS: A. 8116' LAMI (1/17A,.0I O,116ii8) B. 8!18' LAMI (10I7•IS,.090,181isI C. 7Yl' E.1 8'LAMI tom[ . >u •SPAC LA4l- /1 P1 k i +):Si 9I..1i13 ,i'7t'+%7ILAll:'.• E?<7 Ei lii•,' i1 1 ro ti= ]mI [11:1 NEo 110.11711 XII En ED E EM ED & I [ i : 1 1 E ' 1L21 MI"MIED riLl E: ]C'l]E 1LPIE LIA MA E l t 3 ECU tiaJ CEO Lai EUEnCI 7121ErZnLEIEDED E€ 1021E AE ED ED ED ED I= FM I70.0 i,i1 FL37El 3'l LID 40.0 toF tom]E ' E:::/1 ED lk bl 40.0CDI= CO tit] C ]'• .I'.: i�:71C MID ClEt�1Q7 :x, Q1E Lill* MAE33E! UM T7�1 �E ®I� 1t�blE� L+1Li fan 1:411I:lrll=ED Dal En is , x' EZTIQ--- C.3I9E FcUE Tltl 'li�'?]Fi� T�7 F<rl ED 171 fl 400 JE Ell i Fi7 I=FIRMMD ELM 0.1EllE ri-11r JL I E`?17C?7EMEa1E IC 1 CESIUM EA" F T1 ETr.1 ED En GE ED ED 1 MI ED ED tin EA ttE l EZI CB FM E 1 E71 En ED Mi; ma Ea.] Eatl L7 E1 7Ein60JELIEM IC ILai€mEn cm Em . I€ 1f F10L'7I c:El 1l3 [Z)<7 F M 1 E D ED Ell ED EMI L 6i ! i 1 Etai E En 1111 EMI loa erkia E 110:1 fl IED 1 [JDE7.7.7IF' l!EZ]L.7.1E IEn EMI= ETTIE iE2x1 IFLD E1D 1-111 CETI1E11 E 1U.1 271 G.] MLil LiiE [W l Mil ED 1111.1 1!7,1 iaIE L' 7E'.f3I' R2E1' E:1-.1 f' 7EYDEIDe'..FIL roil MI ElrlF I,O e0 E, FM toll= Et 111-1 FT.] ED, 1171 IED Ff 7671ED i1 ]IFT1 ?i111•11ED 1ND C• , EM., EnMAIM E Ell En razi t ,x' tmE!J T1i EnEll CM ED ED IUJ I= 700 VII 'CF_.3E'11[T IE dJ 1:1111.1:1111. 71 W.1111 i�xl.' Q1 En [ ElIFJE 1E481I3&1C 31G leibi[ibiG.n Ea] CT IED Cj EL11, EDMIEDED Gx3E 37Fi` IT, 1!i 11E11E31En ICIE DLTE1ri!.111 1 Erg mEZ 7 ED ErDIEM 171erkIlII 14 1E.:10FMnraFM :i? ETAi 7C7Fi!7E DI=E MI FM Ell E7.1EX1WI C:iZ7[ lCi 1E7112 11 Mil E IE IED MI Ll till Ell EZ]EDEID LID nnEn Mil L.siE 7M]EDEDEDEDMEES lELFFl r6I[AI IU-11 En ET] 11[111 ED Ell Ell ED ETT1ED FED IEM CID Ell Ei 1.11L1.1 I= ED EMI:MI fii' ]FL IcalEn Emikila 4100FME l E' I ED ETD 11=173 ETIETI cmMilEM FMMIMIEULiC ] ff : D ED EU LAIE /E.T1QI LIMAIMEXIC It'FIEn E 3 311 m i7F l 3 EiZ11 mE ED kal ffi IED irf3Ei�lC]E.7.1 ED mEcTi EDO 70.0 &MED Er3]um'��■ a ED ED MIFME21-11. CD FM EX' Q1 EMI 10.0 EMMA nfl, um cm GTIEill CM IE COI tnFiT.71 .•Jr, I rip LF IE 3CntrAlr.riJC::1 in] cm ECFE]C ]ta.1EnlVELUM ETTI LAI IM E3!1FnEnF 1 ED F 7EIDmEEE 1 En ED M IM tri,71100 Eiir7mIMO En WA Ell EDETD 1E7EM F T7C 7EiDET7 IETTA FM Sal Ein ETD l blCD C12f]E7IG3IE'?*iE'SI Mil 01 Val [' 3E EL 1IL I E>AEiM ern I E 3 Ca] ELI ELD nn En inn 2.1D EITI El IEXIE x; r Flt V,I ELM E 4 1 flF1 1 ED En ED ED EM ELI m ED 1 EM m I 7FLT:l lrLD Q1 ED En _ L 'FZ 1 XIFinc]ii37EailE I Lai FL EMELT]f C lEM [ 3E ' llEIflIi rTnrnonu iET7lQI em C T7 R.11 ri- 1 17.1 ED ED ED E!" E:3I ELD G 3 En ED CID l!]Ex3 E ELT.7 LF T7F i V. 1 *F Mil I Ian & F L!I' Q]IET1 cal Ea k 1 eal ED ED rai E Fi 1En fl En En103 1[a Liu ciD FL ] 73ED ED Ft31 MI ED ETU IM 67111 IM/ ETD MI 1M/ 7 C DE:00 r.,A1 D !TM ra3 �6LJILUET1C'zl EMI LEr1 ED ED V.10 EIEnIUDDE D ELD EN EUEiLJ LID E I MI CPI I'D EU to 1.1ITT1 Ern ki3i 7r:1 t l Et F 1 Ere f lFc?s 1Fri Evl Lai 1/n EryIF 7 EXlt RA Enfr1fmllnE7T irnrT'r]LT 71171E73 n lC r1EM crIEzn[r 7Earl enESUEg1E L 3 Ci'ICMURI Li El tl�11 �* E°L fv` 1E.` CETACEI ICDE 7� i EiEIF. .IE1f7I ELI 7]EAi1141 FAE iETIJ keb1EL ®1617.Il1E21 h ELIAETiE IF lErLklEilE�7© III -NM JL 101 E• I Fal T711711E&r 1 ETE1 Fin Eal rill MI 6:111 E 1EkL][MM1 M1 L> r_?lC3lcairn (2/18%,A80.9f18'HS) 7116' W/3N8" 090 70.0 •• 111• 120 T 1'I 7 17 Xi' ., I. • ,vcrc -t--"*`•*.t. ._ - - . t `ii.1 1R:�?CvY: 1. r4 3hiI•I`.i1" : rr.irlr IT i71111i T ig5Yr_ C: }i ',i: 01.1iiIIP , i-3' :if.111r :11 1 Flt A x TITZETir:g7:7.1.1,71111.112 S <t►yiOlifidi!fVallilfanif ?' 1E'fT ilrlkTii ? =�)f[.'Y►?iIG► r7V�i F �% ?+3= ?i!f[yi ►1T. °s�7jJCy [ :.7k' tiIS. yp...3 11.1, 'il:p' 1-rii Aye; ►T,.14?IiLi!S'ZSTrr( rij id' j .1.#'i,..nr i, E:7,1I ! t = :1.F•c j"±_-- T IN 000 OR rr, i • • rre" PREza:. E a : 1111 E : r ,,. 1/4" 884 CRETE -FLEX ANCHORS. 2. IF INSTALUNG WITH 912 SCREWS DESIGN PRESSURE IS UNITED TO 69.8 P.S.P. 742 ADO MASS TYPE TO TABU NO CMONIT » sniff A 114" TAPGONS OR CHANGE ANCHORS ANT A O mew. OPTION ITIONNOLOO WINE MORA F18478 P12? INN NOIOTC FL 3W4 PRESSURES- 0 & 1/44/2 -14 XOX COMFIQ. WINDOWS ALUMINUM CASEMENT WINDOW IMPACT • 13 70454 • • • • .•.••• • • • 000000 ••0•• • • 00000 • • •••••• • • 000000 •• • ••.••• • .• • • • •••• •••• • • • •• •• • • • • • 00000 • • COMPARATIVE ANALYSIS TABLE 8. 'XO' OR 'O '113.113 -113 X •> WINDOWS TEST REPORT: FTL -3552 37 65112 48 72 48113 74 533118 79213 88 64 50 90 85 87.333 72• 101 28 -78.0 70.0 31 760 70.0 38 -75.0 70.0 38318 -78.0 70.0 43 -75.0 70.0 48 -75.0 70.0 50518 -78.0 70.0 54 -75.0 70.0 57 -75.0 70.0 60 -76.0 700 83 -75.0 70.0 •••.•• 75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.0 70.0 -75.0 70.0 -7$.0 70.0 -750 70.0 78.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -750 70.0 70.0 -76.0 -78.0 70.0 70.0 75.0 -78.0 70.0 ' 70.0 C -70.4 70.0 70.0 -75.0 70.0 7 70.0 -750 70.0 -75.0 70.0 lEil $.0 E MED CM e.:311 MI Em m gm EMI CEI ME CD Ell MU Effi Ell 131:1 103112111 Q ED=r iQ]m MIMI MED EMI CM EU ED CEA CS3E1311EZEIES Ell Ell =En m Int Gill 70.0 700 70.0 84.9 -62.7 69.$ 62.7 70.0 00 ILO -00.4 534 -83.9 63.9 ao.o -85.2 m -53.4 70.0 -52A 68.1 82.6 -504 50.4 -80.4 50.4 -75.0 70.0 -76.0 70.0 MEI 70.0 IM -59.0 59.0 40.3 40.3 51.1 TABLE9:!•• • • • • etA2INQ OPTIONS: B. 5/16' LAMI (1/e9H8,.090,1/8"HS) E. 13115" LAM (1/8'HS,318' SPACE,5/18" LAMI -W/ 118"H8,.090,1I6'HS) "Ar or "Or & 9/3.113 -113 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 3 X O X x 0 Q • • • • - ALL '70D* OR 'OX" SIZES UP TO 74" WIDE x 83' HIGH AND ALL 61/3.1/3 -118 XOX' SIZES UP TO 111" WIDE x 63' HIGH 1.75.01 70.0 ••• • TABLE46.• • • • "CO" ar "OX' & '113419.1/3 XOX' WINDOWS TEST REPORT: F'TL -3680 •••••1 • ••••I • •.• •• • •• GLAZING OPTION: C. 7116' LAMI (3I18'A,.090,3116'HS) AU. Or OR "OX' SIZES UP TO 74' WIDE x63' HIGH AN ALL "113.1/3 -1/9 XOX' SIZES UP TO 111' WIDE x63' HIGH 1.90.01_ 70.0 • • "'ABLE 10A. "CO" ar'OX' & '18. 1134/3 )(OC' WINDOWS TEST REPORTS: , FTL -4607, FTL GLAZING OPTIONS: C. 7/16' LAM! (31117A,.090,316'H9) F.13/16" LAMI (1I8'A, AIR SPACE,7/16' LANG- W13/16'A,.090,3/16'HS) ALL 'XO' OR "OX' SIZES UP TO 74' WIDE x 76' HIGH AND AU. "113.1/3 -113 XOX' B¢E8 UP TO 111" WIDE x 76" HIGH 145.01 55.0 San L 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 114• SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 10117v Pinta P4 tea Pt.367 AMP PRESSURES - XO, OX 31/3.1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW IMPACT NTS 8 a 13 70484 0 I. &Masa, PE. POSSUM thattanleal COMPARATIVE ANALYSIS TABLE 11. "XO" or''oX" & 'XOr UNEQUAL LITE WINDOWS TEST REPORT& FT7.4580, FTL -3882, FTL4729. FTL.1807. FTL -4808 GLAZING OPTIONS: A. 8118' tAMI (118'A,.0e0,tlrH81 B WW LAMI (1/6118..040.18T1160 C. lIlr LAMI (3110"A,.*00,3/18"HB0 13! 8" LAMI E LAMI•W/ 1 : .:; F. 18" Ur SP . 7118" LAMI-W/ SHIP • 0311 • • •.•... • • 0000.• • • • 000000 00000 • • • • • • •.•..• • 0.000• • •• • • •••• •••• • •••• • •. •• • •••• • •••• • ••• • WIDTHS 28 EMI ['� :iil; :: 1Pjs11141 -1I ,>3[ E- L Gal 17`1l �•7.:1i; i1 I... F-- -1 ' L r11L •..1I ''•t= GLaL�'_3LL 70 IVA L-. ,: -.1;t•;: ©tial EZTI ED kill EM l E Ei E ] CM 11E11 En EllME1 ' I i e ,':i® ®® 31.014 EU EX] EM :�[, irn UMEIl iEZMEn L Ern EnEn �QnEnCx•] MA nE711-80 0 �I -80A EMI T]1. 'I.80.0 FA E , ! !MAIM !Mimi IM KO En FI.�7 11. m :.'. - :: • ©ciC�E E E IEZ} f E nE A T1 T �I!MEM En MO EnFMEM EMEll nMO [ :E1 FEM n :: m inn M EM En MI En En FM FM EEM aaEM III NB c.n lF3MO ErlEn L12.x, 1 :.t IMI ::: 1/211 COD i al Eli L'1 MEM EnEEnC lENET1CL!J 1.!1 T](IDGn CU t+'1El 30 C l - En En En MO IMUEM MI En ® E Z i 3' Eli Ira1 Ian EiY:1la]E ll fEM E !]lra7F11:1E I Ern li En E3 F E i ! ] E r , n F i ; * . 1 t 4'I Fin E n T J E n E M [ i A rural t ' flC'!i Ern E n '•E I 43 8060 r 87 88.0 122 •••• •• 11E31 tun T Eli CMEli Cru [ iEKICruel!ICEliEa47C IEN Eli EM Fin ED En MI [: E'T1r TlEMFrTlEn En ®F16EnE MD E£l [In �rmiEnmE'TIrr1 nri Lb;WIA1 IG� -Ell l CIFJ Ea] CM IE; KIM ®I I rx 12n EMI CM Eirl Imo] ELI ELI Vfli ETA t'I iflE:Elfft 411 lull LIAEnEf MO EnEa7IELIFal Uri MOGMET1 - -- EU En En EnEc'lt1f lEn En En !MET] En CM EN cm norm E?3ILT!!lET!FiGruEFA1 MO !! F1CrAc:!.i © EMI Ein1. 7C mC !lEnCfl(:1!...E IanEEK11 .1 (11915.2.111 MI aMVPl CU En En CM EMIEIXIIMCIIE11 EMI Ell En MO En En En MO En MO ran mina ] Ein Ell En E FM Ell all 1 t !] f I C:1[; i El] FM VD MI 1 EM Er GEN= NM 1 T 1 Ell MI En Un E U:NI Ell MI EiLn E1E1 ErEaEn E3] Ell CB E'] !a] Q] 113 Ell En EL f 1 GB EBB SIBS WM 'l5I2r7 Fu1 L4?l] Fe.9 CO IME4 Ell Ell GM [!? l 1,1G nfil -".713 7 nil Fi37Nkl r INIE:7111MA r 1:2 I ]I i 1111I.1,11 mi r 1 IIIr.111ICka!I Ell Enka] Err" EM En Ell Ern En IVE ezEn RA 1Mn Enka] r nFinMI EnE'um, E'nL 311 317.71 El= L13 L tEc�761�[iEt�lE:n171Eat Val CDOrAll IT Ell En Ikal i! flCfl cliscrwannrannunia, EFlu I7• i X80.0 EI ei : i.,:11 EninnEn .I.tlfiR•1' *1:001.] l.IliJ, i.l ^]r • r 1" 4 r ® tal ex UM ETEITIM1.111111EMIMMInTlE Fl 1573 ELI] riE ED Eli E rill 117!7 r-:fl ED UN E F4 C? Cm .', Lima 1 E" MEI Ell MO EN EN ThJE lEME IEIIIlal 44.0 910' 8'OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. it -i 0 0 Yirir i':41..i' S.X4A1Rff L(2 1. rz -., -�-, !F GLAZING OPTION D. nr LAMI (3119"H®..080.3/189H8) ALL°9tOX" SIZES UP TO 134° W DE x88" HIGH WITH 37" MAX. VENT W8lTH AND 80' MAX. FOXED WIDTH AND ALL9X0" or VW $1ZES UP TO S7' WIDE x83' HIGH WITH 37" MAX vex INIDTIJAND 00" MAX. P0t6D WIDTH 140.0 70,0 9X0" at MX" & '603X" UNEQUAL LUTE WINDOWS TEST REPORTS: P1t -350. PTL.4007. f AGNI ILAZING OPTION& D. 7118' LAMI X3!'18918.000.3/18'H8) G. 13118" L/1M1 X1APA.AIR EPACE,T /MP LA/411-1N/ 3r10-148.210,3/101487 TABLE 12A. ALL "IOW 81ZE8 UP TO 134" WIDE x 78° MOH WITH 3r MAX. VENT WIDTH AND 80` MAX. FIXED WIDTH AND ALL910"orOX" SIZES UPTOSr WIDE x78"H1tIH WITH 37" MAX. VENT WIDTH MOW MAX. PIXEDWIDTH 1-8L01 88A a:,1T_:: FJt.11• mow Ames F.1 F.K FFX 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE PULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONB OR 1/4.884 CRETE -FLEX ANCHORS, 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 18 LIMITED TO 80.8 P.B.F. •�,.•ev MID &A897wEUTO TABLE 1 aaasum D NO MAME The Sd r O CHOW ANCHORS AND ADD 76 HMO OPT1ON .. IOW 11/p6Y0LODYDRAM tal1R7,9, PLUM P.O. -8110 PLa14Ts UNEQUAL UTES X 0 UNEQUAL UTES 0 X UNEQUAL UTES PRESSURES- UNEQUAL CONFIG. XO, OX 8i XOX ALUMINUM CASEMENT WINDOW IMPACT Kiddy Rater 70488 D 1.11088A Turner. P.B. Mechanicei • • • • •••••• • • 000000 00000 • • 00000 • • ••.••• • • •••••• • • • • • • • • • •••• •••• • • •••• • •• •• • • • • • 0 c9 arra "4410 Mr MAX. VENT (1)1.* DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 000 MAX. FIXED UTE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX - Apt iii REFERENCE "XO" & "COX" FRAME ASSEMBLY DETAIL, SHEET 11 oc MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XX* FRAME ASSEMBLY DETAIL, SHEET 11® WIDTH (SE `HT. 3) HORIZONTAL SECTION - XX GT NEMO a* do Nola MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE BHTS. 3 & 4) 00000 • • MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX WIDTH (SEE SHT. 4) IZONTAL 8ECTION VERTICAL SECTION OPEiE UNIT VERTICAL SECTION FIXED UNIT Ase rsrraea c 3E49flEM 16� rORM ?MOM PL 94276 IZf81 PL 31274 ALUMINUM CASEMENT WINDOW IMPAC Wc88A Tuna; P.E. PEAS= Mechanical FRAME ASSEMBLY TUBE, MATL: 8083 -T6 'X' FRAME JAMB — #12x1 PH TEK $— 13' MAX. O.C. WSM1(2) SCREWS NOTE ALL ALUMINUM SHALL BE OF 6083•T8 3' APART AT MID-SPAN -«1 1.378° 040. 'X' FRAME JAMB T • • • • • • • 000000 00000 • • • • •••••• • •••••• • • • • •• • • • •••• •••• • • • •. •• • • • • • • • • WC" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL 808$.T6 "X: FRIVE JAMB • • • #12x1 PH TEK SM8 13' MAX. O.C. WW (2) SCREWS 3' APART AT MID-SPAN 'O' FRAME JAMB —SASH FRAME TOP MAIL: 8063-T8 OR BOTTOM RAIL DWO# 7071 ® .096'j • 89 CASEMENT BACKING PLATE #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL 2.784' FRAME HEAD. SILL JAMB MAIL: 6083 -T8 DWG# 7002A • • • • • • • • • 1.159' 2.139' DASH FRAME HEAD. BILL JAMB, MATt: 8083 -T6 DWG# 7003A •• SASH FRAME ASSEMBLY DETAIL • SK '•b! 'WV FRAME ASSEMBLY DETAIL •••••• • • e• • • • #8x1 QUAD PH MS (2) PER CORNER FRAME HEAD OR SILL OFIXED FRAME HEAD. BILL JAMB MATL: 6083-T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL ((/27 ar- LumpA1 %Imr, P.E PI MIDI Ideobwissi • • 000000 • •• • • " •••• • •••• • e•••• 000000 • • •• •••••• •e••• • ••••• • • e••••• • •1•••• • • • ••e••• •• •• • • • • •••• • • •••• • •i•" • Eno 7002A t,s.Y 70038 {L. a '• NEN 01110.140117 111111E011111111111=11111 leaki.:11111111111111111.11111 I .r1tir. 's r _.. OEN 1111111111111111 MINIM= l�.C! 70201 iT s "R*rt+4 ,., M .:,, a mr.: t�^s r+ Cin4ki l aaL,. ; REM NAM 111111111111111EWDS iil7tari; SIM IKE 11E7 3111Lia.111 MEM gni 78UUM 30 EINES • •• • • • n USA& AM GLASS) SCAM OR DUPONT PVB (11dH$ & lI8HS GLASS) OR .+ `.'i PVB (3/16ARMARS GLASS) AUFONTPVB BHP err r„ .141.1111111112M111 EnL,E2,iltii511111 MEAN. 60976 M 'air r.1Y.lII:I .E. iti r�0 67094 `a ,:; *:i i "+ . >f KIN MOM M111111111111•11Fi747V67.41.17.M0111=111111111111111111111111111 MEM 111111all= MIMI= Is' rr,..:.01=:7,7,: 71116 , 0 MEM 7006 6163K ASS'Y. TOM t * ww ttl. / i * ;TWA KEE MI 111r.11111 . was II -FT SIR Milani i. r:i`t t'i ICI IIIMIEM111111111111111111111 IIIII.:i 0 �: ..j1 Icon i mum= IIIII vrVAtf : t., . LV one ffiltl t!� Pl x:i 6 S/16" 1A�11' 1 err? I-ru L+ c r iii P �.;3 ri11!it:f> .7iiri►T.Ti i,• "' �� 1 a a 0 ,..ru _ . ai m i i I 1 :2,Liirrr_ il E./9 TRi LE' i". T s Z+ + Rm4t LAVER • SOLUTMAOR ©_ 131160 1lrr�(.i7;F .li y T�7 7TM �F71TS+�`yr Ti ETI TViTTTCFT,. ,.7 rW±f4is7 ,7-17'1 /: t2� a,,,,i.,r . + «Z'iFrlcylT�r.: t •yr L)f Ti f;fikl �' x.7 .1 FRAME- .,tx. PRAME '. 17 ihr 1316" LO: 0 8198" GLAZING BEAD MATL :8083-T8 DWG# 7038 O 0711T GLAZING BEAD MTV 808348 DWG# 7042 .040'._• fl- 1.000' .423' °CASEMENT SCREEN FRAME MAIL: 808348 DWG# 7008 A .288' (DI STALLATION HOLE COVER MAT'L: 8083 48 DWG# 7007 --1 b .172° .870' L .080" T Mr 0 13118' GLA.VI4G BEAD MAIL: 8083 48 DWG# 7047 1.124" .128" 2.704 .083" 6;7) CASEMENT FRAME BE BL MAN 808348 DWG# 7004A 0 ADD 16ri8'1.4 GUM 1.1 RoitSsr 0 FX tsiGair Riplidanis NO COMMIE 1109SH88T ADD 001014 70 1713M4 Si00E10IF. WAND B8 22,17.92 070100PaY010GYORB/@ MOM R. • as 1029 N� 1F6917N va.44 PARTS UST B EXTRUSIONS ALUMINUM CASEMENT WINDOW IMPACT 0A440 70484 D 11 /''1/1' LAP F7f p & M • • • • 000000 • • • 000000 • • 00000 • • • • • • • 000000 • •• • • • •••• • • ® 2x WOOD BUCK (SEE NOTE 3) - 1/4" MAX SHIM --1 jSEE NOTE 2 I •• •• • • •• • • •••••• • • • • ••••a• • • • •••••S • A 1x WOOD BUCK (8EE NOTE 3) 1/4' MAX SHIM 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM ® SEE NOTE 2 1 1/2" MIN. O_PE,RAOLE UNIT FRAME TO WOOD BUCK • • • 1 1/2" OR MORE THICK • • • • • • • • • •••••• •• •• • • •••••• •••• • • •••• 000000 • • •• • •• • • _m4 t 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1!2" THICK ww 4 • 11/4' MIN. OPERABLE UNIT FRAME TO CONCRETE NOTE 4 Ix WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM SEE NOTE 1 I SEE NOTE 4 _•1 1 1/2" �-•- MIN. , FIXED UNIT FRAME TO WOOD BUCK 1 1/2' OR MORE THICK 1 114' MIN. FIXED UNIT FRAME TO CONCRETE _•11 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" 884 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 18 21/2'. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO 884 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS I8 LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM BACKING PLA NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. NO CHANGE 7,498tOBT ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Immo* am* owe 1 NT8I 13 • 13 f MAIM 70466 I Luau A. Tway, P.H. Pam Meettankal BLACKHAWK IND, INC. TEL:757 -436 -3088 October 3, Mi Jan 17'06 7:35 No.001 P.O1 • r- . J T *� Shores Village gDe� f ; t COPY 10050 N.i. 2" Avenue Miami Stores. PI 33138 Tel: 305 -795 -2204 Paz.::05- 7564972 Permit No: RC- 06 -232 Job Name: Garage for Nodl Res. Page l of l Building Critique Sheet k4 JCorrect comments from the Electrical and Structural reviewers. Provide current Product Approvals for the proposed windows, swing rs and overhead doors. Cover sheet of the product approval is not acceptable. Provide a signed and sealed "Special Inspectors" form from the Special Inspector who will be providing the Engineered Unit Masonry spections. Generator and Paver driveway cannot be part of the construction of the garage permit. They would have to be permitted under a separate permit. If the intention is to do. the work at the same time of the garage construction, then you would need to submit and application fro the / generator installation and one for the paver driveway. ./ 5. Provide 2 copies of original signed and sealed Elevation Certificates. -1 6. Plans are to be submitted to Miami -Dade Planning & Zoning for payment of impact fees. Plans and submittals are ate, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Fallow the procedures for submission of corrected plans for your re- submittal, Claudio Grande CBO 305- 795 -2204 BLRCKHAWK IND, INC. TEL:757-436 -3088 Jan 1T'Ob Building Department 43 t:5U NQ.UU1 r.uj. 10050 ta.E.2n1 Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 Permit No. ,AC e� 4:- •x 3� Job Name ELECTRICAL CRITIQUE SHEET lT Ifre, v ots PANE L `G' 6 rfp111a r Miami Shores Village • 1 BLACKHRWK IND, INC. TEL:757 -436 -3088 Jan 17'06 .t.uauu MMUS v Bulge Building . Department • 7:40 No.003 P.01 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Teti (305)795.2204 Fwc; (305) 756.8972 Permk No. C4 -23Z Job Name Aloe 1/ Date r a/0 �. /W. Ards' 9.r STRUCTURAL CRITIQUE SHEET x c ✓ 'J. Z rArarf 4.s; $"' z# ow S`,• A -Z t " Qtio� Qf e 2 � Q'n. Sq ,dad as 8 4" in Cul. )'c./ead an 5-2.-C#�,-2,4/ d. Q geed Sail l 3'fcr omen 2. u - m 7, t-7y• r 0rt6A P'edeof afs 1 Led e i &P A Td Md`�e�dt) L 4 i DAY 1V U seer. ,,�lj.:.�1 4j1.. way ale lrtt wall 41-41.1 saY! Q Cs? 3 2" --- Correa fAii and v S -!, ,ra►t� r - /tce c,f •= .3o "mtn. ,1* Aelja>) s,6n.bil eroacial 4 'r'o'a/i fir- Gar'ai& Dower, pee sonie // "hoe s or, caleftmerd- 1# it ,sioe AsPARA cr • + rtw 1°77 1 'ii -.s'1t ,i ert,,T.putizarreaultal truiElAW.wALL,4 '2,(7 6,71240 CRAIALL- ?% ..CAow least /Iah of exl f/• .re, s-de non October 3, 2006 C77"Y Miami Shores Village ti Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Permit No: RC- 06 -232 Job Name: Garage for Noell Res. Page 1 of 1 Building Critique Sheet 1. Correct comments from the Electrical and Structural reviewers. 2. Provide current Product Approvals for the proposed windows, swing doors and overhead doors. Cover sheet of the product approval is not acceptable. 3. Provide a signed and sealed "Special Inspectors" form from the Special Inspector who will be providing the Engineered Unit Masonry inspections. 4. Generator and Paver driveway cannot be part of the construction of the garage permit. They would have to be permitted under a separate permit. If the intention is to do the work at the same time of the garage construction, then you would need to submit and application fro the generator installation and one for the paver driveway. 5. Provide 2 copies of original signed and sealed Elevation Certificates. 6. Plans are to be submitted to Miami -Dade Planning & Zoning for payment of impact fees. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _-Permit-No. fl ?.✓- Job Name ELECTRICAL CRITIQUE SHEET irr 77,- A e ‘,//` > Q7CP /1 'e. te/ s//' A -A—A 094, ,& , f Ne.-"@. dx7W2. e9A- -. r 'eG T�•� 6Pi" X/9710/2_ P114 7 ii ®/v. a-e,A ,ter 9 �47 oie, Alt 7� e.. �-�4 October 3, 2006 1. 1 ;0 AKV`u2. v 0 L 0. 304 UM, Kg dobm TvI17A iyk, o+iNtrt;t3. 4. GiTh 0\ Doid cokL 1u ; -6. Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -232 Job Name: Garage for Noell Res. Page 1 of 1 Building Critique Sheet Correct comments from the Electrical and Structural reviewers. Provide current Product Approvals for the proposed windows, swing doors and overhead doors. Cover sheet of the product approval is not acceptable. Provide a signed and sealed "Special Inspectors" form from the Special Inspector who will be providing the Engineered Unit Masonry inspections. Generator and Paver driveway cannot be part of the construction of the garage permit. They would have to be permitted under a separate permit. If the intention is to do the work at the same time of the garage construction, then you would need to submit and application fro the generator installation and one for the paver driveway. Provide 2 copies of original signed and sealed Elevation Certificates. Plans are to be submitted to Miami -Dade Planning & Zoning for payment of impact fees. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 2 ` 2 3 Job Name it/c,e /1 Date rf jVI 4 /24.5- ft/4' /S 5/ aope STRUCTURAL CRITIQUE SHEET „e V C-01-. z shvue/ 4 , L .374, ,f- z 4 .161 4'7 f- 2 V° ert, SA. 5 -1 4'id 4.5 8 7,e 24» in c4...ic- teal. d. 5'-2 . - C44r414741� 0 geed Sell Vai-emen7 j) Pest/tile Potrhdaf/Qn jr Peded.a.6 ' Le4e. On 7/Yr WALL seer. ,sh.A•3j half- wcty ufo the wag/ says If.-4-&448") ai bef /om i Jays irce 32 " — Carfec/ leis and note j/ 6h ',or:nat. Nan f 5 -1. far.' s,(�►lra:� Ieotr�/ =3o "intn fLi4�i/ leeridocit !'pr✓rovads for Gat-ale Poefei, persdhe /l dam i end mi-ss %n9 s of Ca s can VII- gin7010 w XaA , 0 IA (>w d 7; fn �.5��f d 1 T-• wa /f Je cebikt • 7 5,44 v lovafieh of e istd- f'ep7tit 7 ' k O glnPleld. toll S? ?e Plan NOV 1 3 2000 Page 1 of 42 NOELL RESIDENCE • • OOOOOO ....e• 41 0 • • • • •• • •0000• •..00• e•• •e• • • • 0 • •.e••. OOOOOO 0000• • • • • • .ee•. ee••• 0000 • • • • ••••• 00.00• • • • • • • • • •• e• 00 00 0000•• • • • • • • 0 • • • e0 • • • • 0000 • • •eeee• • • •e••0. • • •••.•• 0000• SMITH and SMITH DESIGN CORPORATION Page 2 of 42 Design Gravity Loads Roof L.eve( Tile : 15.00 psf Roofing f Joisy : 7.00 psf Mach / Elect / Misd : 5.00 psf Insulation : 3.00 psf D-: Total : 60.00 psf Zone Design Wind Pressure Gross Uplift Wad, Windows & Net Uplift Door Pressure (P.S.F) (1) Negative Roofing - 50.09 -50.09 (2) Negative (3) Negative - 105.75 - 105.75 - 105.75 - 105.75 (2) Over Hang (3) Over Hang - 102.04 -102.04 - 171.61, - 171.61 (1) Negative Long Truss -46.671 -36.67 (2) Negative (3) Negative (2) Over Hang (3) Over Hang -81.38 -81.38 -102.04 -71.38 -71.38 -92.04 - 171.61 - 161.61 Short Truss (1) Negative (2) Negative -50.09 -40.09 - 105.75 -95.75 (3) Negative (2) Over Hang - 105.75 -95.75 - 102.04 -92.04 (3) Over Hang - 171.61 - 161.61 Girder Truss • • •• • 000000 • 000000 (1) Negative (2) Negative -48.33 -93.69 -38.33 -83.69 •••• • • (3) Negative -93.69 -83.69 • • (2) Over Hang - 102.04 -92.04 (3) Over Hang - 171.61 - 161.61 • • • • • • Skew G.T. • (1) Negative -50.09 -40.09 (2) Negative (3) Negative - 105.75 -95.75 - 105.75 -95.75 (2) Over Hang - 102.04 -92.04 (3) Over Hang - 171.61 - 161.61 Walls (4) (Field Negative (5) ( Comer Negative ) (4) & (5) (positive ) -56.43 -67.20 50.97 a= 3.04 ft NORWANIfiroleg • • 000000 • • • •••.•. • • • • • • .•••.• • • • • 000000 ..... • • • . • • •• •• • ••••• •••• • • • •• • Phone : 305- 891 -9669 Fax : 305-89-7222 000000 • • • •..••• • • • • SMITH and SMITH DESIGN CORPORATION Wind Loads Computations B= L= Mean Roof Height ( H ) = Wall Height = Wall Area ( 32° c.c. ) = Roof Angle = Roofing Area = Roof Area of OverHang = Long Truss Area = Area of OverHang for Truss = Short Truss Area = Area of OverHang for Joist = Girder Truss Area = Area of OverHang for Truss = Strew GT Area = Area of OverHang for Joist _ Basic Wind Speed : Exposure : Importance : ASCE Combinations: Structure type : Structure Rigidity : Max Opening Height = See Computer Output : Windward + Leeward = 29.50 It 34.50 ft 13.25 ft 10.00 ft 26.67 ft2 16.27 ° 10.00 ft2 0.00 ft2 56.33 ft2 3.00ft2 4.00ft2 6.00 ft2 26.00 fie 3.00 ft2 4.00 ft2 3.00 112 146.00 MPH Page 3 cPage 3 of 42 c II No Enclosed Rigid 5.00 ft 51.20 psf 41111-11111111111111[111111116 ri11111 lam\ Jiimaimmium ;1 maxim Ili • • • • • • •.•••. • 0.0.0• •••• • • •••• 000000 • • •• •• 00.00. • • • • • • • • • •• • • • 000000 • • • •0000• • • • • 000000 • • • • • • •• •• • •••• • ••0• • •••• • • • Phone : 305- 892 -9669 Fax : 305-893 -7222 •0000• • • • 000000 • • 0.0.00 • • 00000 • • •.000 0..000 • • • 0000.. • • •.0000 • • Asch*find9B : Not* Residence Wind CASE A 3 GABLE Any Height Direction 1 F � CASE B Plan AVERAGE WALL PRESSURE : For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD = 499.11 lblft HEIGHT: ABOVE GROUND= 53 ft ACROSS WALLS 3 LOAD= 512.50 LB/F1' HEIGHT ABOVE GROUND = 5.5 if MAXIMUM ROOF LOAD MAX PUS= 10.O0gsf MAX NEG = -43.83 psf NOELL RESIDENCE 1 Page4af42 • • • • • •• • .0.00. • 0100.. •••• • • •••• .0000• • • •• • •• •..•.. • • • • • • • • • • •• • • • •0000• • • • ..0011 • • • • 000000 • • • • •• •• •• • •0•• • • • • 0000 •0000• .0000. • • ..•.• • 00000 •..••• • • • .••••. •••• • • • • • ArchWind 98 : Noe11 Residence Structures of Any Height Main Wind Resisting System WALL PRESSURE OUTPUT (psf) WALLS 1 AND 2 HEIGHT WINDWARD I REWARD SIDE ABS WIND +LEE(NO Internal) 1 39.9 2 39.9 3 39.9 4 39.9 5 39.9 6 39.9 7 39.9 8 39.9 9 39.9 10 39.9 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE -26.7 -26.7 -26.7 -26.7 -26.7 -26.7 -26.7 -26.7 -26.7 -26.7 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 ABS WIND .LEE(NO Internal) 1 39.9 -28.1 2 39.9 -28.1 3 39.9 28.1 4 39.9 -28.1 5 39.9 -28.1 6 39.9 -28.1 7 39.9 -28.1 8 39.9 -28.1 9 39.9 -28.1 10 39.9 -28.1 ROOF OUTPUT PRESSURES (psi) DIST FROM WINDWARD EDGE. 0.0 TO 6.6 6.6 TO 13.3 13.3 TO 26.5 26.5 TO END NOELL RESIDENCE -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -35.9 -359 -35.9 -35.9 POS NEG 10.0 -43.8 10.0 -43.8 10.0 -29.7 10.0 -29.7 2 51.2 51.2 51.2 51.2 51.2 51.2 51.2 51.2 51.2 51.2 Page 5of42 • • • • • .• • ..0000 • .0100. • • •.1• 000000 • • .• ....•: ArchWind 98 : NoeIf Residence CONSTANTS USED Dim Perp. to Ridge = 34.50 ft Dim Parallel to Ridge = 29.50 if Roof Angle =16.27 deg. Mean Roof Height =13.25 ft Wall Height = 10.00 ft Max Height of Openings = 5.00 ft Gust Factor Walls 1, 2 = 0.85 Gust Factor Wails 3 = 0.85 Gust Factor Roofs = 0.85 Wind Speed, V =146.0 mph Exposure Cat. = C Importance Cat. = 2 Internal Pressure Exposure cod., Kzi = 0.85 Internal Velocity Pressure, qi = 4638 psf Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt =1.00 Wind Direction Factor, Kd =1.00 MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: P = 9GCP-cli(GCPi) or P = gGCp+gl(GCpi) The worst case of the above are used. If any component across the wails is less than 10 psf, 10 psf is used as a minimum pressure. Constants are descrthed as follows: qi, Internal Velocity Pressure q, Velocity Pressure Kz, Velocity Pressure Exposure Coef. Cp, External Pressure Coef. Main wind farce resisting systems are based on ASCE 7-98 Section 6.5.12.2 CONSTANTS FOR WALLS 1 AND 2: TREATED AS WINDWARD SIDE Kzat Bottom of Wall =0.85 2 NOEL! RESIDENCE Page 6of42 Kz at Top of Wall = 0.85 gat Bottom of Wall =46.38psf q at Top of Walt = 4638 psf CpatBottomof Wall =0.8 Cp at Top of Wall = 0.8 TREATED AS LEEWARD SIDE Kz =0.85 q = 46.38 Cp = -0.47 TREATED AS SIDE WALLS Kz 0.85 q = 46.38 Cp = -0.70 CONSTANTS FOR WALLS 3: TREATED AS WINDWARD SIDE Kz at Bottom of Wall = 0.85 Kzat Top ofWall = 0.85 q at Bottom of Wall = 4638 psf gat Top ofWall =46.38psf Cpat Bottom of Wall =0.8 Cpat Top ofWail =0.8 TREATED AS LEEWARD SIDE Kz =0.85 q = 46.38 Cp = -0.50 TREATED AS SIDE WALLS Kz =0.85 q = 46.38 Cp = -0.70 CONSTANTS FOR ROOF: • • • • .• • Kz =0.85 •••••• q= 4638psf 0.0: Archwind 98 : Noe11 Residence COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (pst) 1 MAX =31.54 1 MIN = -50.09 2 MAX =31.54 2 MIN = - 105.75 3 MAX =31.54 3 MIN = - 105.75 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 VALUE = 0.00 VALUE = - 102.04 VALUE = - 171.61 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. Page 7 of 42 IBP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7-98, Equation 6-17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 It high. Roof Angle =16.27 deg Eave Height = 13.25 $ Area = 10.00 sf Area of Overhang = 0.00 sf Cp VALUES AREA Cp 1 0.50, -0.90 2 0.50, -2.10 3 0.50, -2.10 Along Area 1 Over Hang 0.00: •••• • Along Area 2 Over Hang ; • • 2.20 • Along Area 3 Over Hang •• -3.70 i•••• Velocity Pressure Root q"A 438 psf • Exposure Coed Roof, Ka "Qas' • • Wind Speed, V =146.0 M l"" • • • • Exposure Cat. = C Importance at 2 •••••• • • l lPre�reCoe:,GLIM= .i8 '•'• Topographic Factor, Kzt = j bC1;' ; .... Wind Direction Factor, Kd 1.00' • • • • •••• • • • • • • • • • • •••• • •••••• • • • •••••• • • 000000 • • 00000 • • •••••• • • • ••0••• • • 000000 • • Archwind 98 : Noe11 Residence 3 3 3 2 3 2 3 1 2 2 3 2 3 1 2 2 3 as 'a' Gable COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 if COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX = 31.54 1 MIN = -50.09 2 MAX =31.54 2 MIN =- 105.75 3 MAX = 31.54 3 MIN = - 105.75 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 VALUE = 0.00 VALUE = - 102.04 VALUE = - 171.61 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. NOELL RESIDENCE h Hip Pegs 8 of 42 HIP AND GABLE ROOFS - CONSTANTS USED Ref ASCE 7 -98, Equation 6-17 Roof Angle is between 10 and 30 degrees. Structure is leas than or equal to 60 ft high. Roof Angle =16.27 deg Eave Height =13.25 ft Area =4.00sf Area of Overhang = 6.00 sf Cp VALUES AREA Cp 1 030, -0.90 2 050, 2.10 3 050, 210 • • Al Area 1 Over •••••• Along •0.00 • Along Area 2 Over Hang •..• :2.20 ••••;• Along Area 3 Over Hang ,.... .3.70 • Velocity Pressure Root q ; $638.psf • Exposure Coeff. Root Kz = Q.85. • • WmdS V=146.0 • .•...w Exposure Cat. = C • • •• • .• Internal Pressure Coat, GC10, ;()48 Thic Factor, Kzt =1;00 • : Wind Direction Factor, Kd ;1.00. • • • •• • Importer Cat. = 2 • • • • • • •• • •• • •••• • • .••• •••• • • • •• • .•.... • • • ...... • • 000000 • • 00000 • • 00000 •.•.•• • • • 000000 • • 000000 • • Archwind 98 : Noell Residence 3 2 3 3 2 3 2 1 221 2 3 2 3 3 23 a a COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 it COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX = 24.29 1 MIN =46.67 2 MAX = 24.29 2 MIN =-8138 3 MAX = 24.29 3 MIN = -81.38 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 VALUE= 0.00 VALUE = - 102.04 VALUE = - 171.61 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. NOELL RESIDENCE Hip Pagel 042 HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6-17 Roof Angle is between 10 and 30 deg. Structure is less than or equal to 60 ft high. Roof Angle =1627 deg Eave Height = 13.25 ft Area = 5633 sf Area of Overhang = 3.00 sf Cp VALUES AREA Cp I 0.34, -0.83 2 034, -1.57 3 034, -1.57 • • Along Area 1 Over Hang 0.00 •••••• Along Area 2 Over Hang : • •1220 , • Along Area3OverHang •• -•3.70 :••••• Velocity Pressure Roof; q Alan psf • Exposure Coef£ Roof, Kz ='01l • • Wind Speed, V =146.0 MP1J• • • • • Importance Cal. = 2 •••••• • • Internal Pressure Coef., GUI' 0.18 Topographic Factor, Kzt = late•:•: Wind Direction Factor, Kd =q.00 • • • • • •• • • • •••••• • • • • • • •• •• • •••• • • •••• •••• • • • •••••• • • • •••••• • • • • 0.0.0 • • OOOOO •••••• • • • •••••• • • 0••••0 • • Archwind 98 : Noe11 Residence 3 2 3 3 2 3 2 1 2 2 1 3 2 3 3 2 3 a a a' Gable COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures lee than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 1 MAX =28.29 1 MIN = -48.33 2 MAX =28.29 2 MIN = -93.69 3 MAX =28.29 3 MIN = -93.69 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 VALUE = 0.00 VALUE = - 102.04 VALUE = - 171.61 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. h Hip Page 10 of 42 HIP AND GABLE ROOFS - CONSTANTS USED Ref ASCE 7 -98, Equation 6-17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. Roof Angle = 16.27 deg Eave Height =13.25 ft Area = 26.00 sf Area of Overhang = 3.00 sf Cp VALUES AREA Cp 1 0.43, -0.86 2 0.43, -1.84 3 0.43, -1.84 Along Area 1 Over Hang 0.00 Along Area 2 Over Hang ; .'. -2.2a • Along Area 3 Over Hang •. •-3.70 • Velocity Pressure Roof; q !'4tpsf • Exposure Coeff. Roof, Kz att!'g5' Wind Speed, V =146.0 MPJI. • • • • Exposure Cat. = C •••• Importance Cat. = 2 Internal Pressure Coef., GCPP =r18 Topographic Factor, Kzt = tee ;•; Wind Direction Factor, Kd al 1.00 ' • • • • • .. • • • • • • • • • • • • •• •• • •••• • • •••• • • • .. • • • .••... • • • • •.... • • • Archwind 98 : Noell Residence COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE ( 1 MAX =31.54 1 MIN = -50.09 2 MAX =31.54 2 MIN = - 105.75 3 MAX =31.54 3 MIN = - 105.75 Over Hang Along Area 1 Over Hang Along Area 2 Over Hang Along Area 3 VALUE = 0.00 VALUE = -102.04 VALUE= - 171.61 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. Page 11 of 42 HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 7 -98, Equation 6-17 Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 if high. Roof Angle =16.27 deg Eave Height =13.25 ft Area = 4.00 sf Area of Overhang = 3.00 sf Cp VALUES AREA CP 1 0.50, -0.90 2 050, 2.10 3 050, 2i0 • . Along Area 1 Over Hang • .0.00 • ••• Aloes Area 2 Over Hang • • •' ..20 ;...:. Along Area 3 Over Hang •. • •.4.70 • Velocity Pressure Root q Nat psf Exposure Coeff. Roofs Ka =0$$. . •... Wind Speed, V =146.0 MPI�I....' • Exposure at = C Ice Cat. =2 • • • Internal Pressure cod., GCPj - - -, Topographic Factor, Kzt =1.g0 • Wind Direction Factor, Kd =1.00 • • • • •• • • • • • • • • •• •• • •••• • • •••• • • • •• • .••..• • • • .••.•• • • 000000 • • •...• • • 00000 ....•• • • • 000000 • • ..•••• • • SMITH and SMITH DESIGN CORPORATION Diaphragm Design - Direction "X" Height Tom, _ Width = Windward + Leeward = Total Horizontal Load= Total Horizontal Load per Side = Length of Nailing Dir. X = Total Horizonte Load per foot = Nailino Design : Using 10d Nails Allowable Shear per Nail = N° of Nails required per foot Space required between Nails = • l• NOI 6.63 ft 29.50 ft 51.20 psf 10.01 kips 5.00 kips 34.50 ft 145.02 Ibs/ft 142.50 Ibs/Naii 1.02 Nails/ft 11.79 inches ► • Page 12 0142 • • • • • •• • 000000 • •••1•• •••• • • •••• 0.000• • • •• • • 000000 • • • • • • • • • • •• • • • 0.00•• • • • 0.00.0 • • • 0 •0010• • • • • • • •• •• • •••• • • •••• •••• • • • Phone : 305 -892 -9669 Fax : 305 -893 -7222 000000 • • • •0000• • • 0•••00 • • 00000 • • ••••• •0000• • • • •00.00 • • •••••• • • SMITH and SMITH DESIGN CORPORATION Diaahrew Design - Direction "Y" Height T,,.ty = idt _ Windward + Leeward = Total Horizontal Load = Total Horizontal Load per Side = Length of Nailing Dir. X = Total Horizontal Load per foot = Nailing Design : Using 11144 Nails Allowable Shear per Nail = ND of Nails required per foot = Space required between Nails = 6.63 ft 34.50 ft 51.20 psf 11.70 kips 5.85 kips 29.50 ft 198.35 Ibs/ft 14250 Ibs/Naii 1.39 Nails/ft 8.62 inches Use (1 i Row of 1Ca7 6" c.c. Mona the Edae NO Page 13 of 42 • • • • • •• • 000000 • •••••• •••• • • •••••• • • •• •• • •• ••• • • • • • • • •• • • • •••••• • • • •••••• • • • • •••••• • • • • • • •• •• • •••• •••• •••• • • • Phone : 305- 892 -9669 Fax : 305-893-7222 • • 000000 • • 00000 • • •••••• • •• •••••• • • •••••• • • SMITH and SMITH DESIGN CORPORATION U iR Roof : Short Truss Taft Cantilever : Inner Part Width Ty= 2.00 ft Spacing = 2.00 ft Outer Part ( Over Hang ) Width Trary = 1.50 ft Spacing = 2.00 ft Short Truss right Cantilever : Inner Part Width Tr„tEsy= 2.00 ft Spacing = 2.00 ft Outer Part ( Over Hang ) Width Thy = 3.00 ft Spacing = 2.00 it Long Truss : inner Part Width Titulary = 13.00 ft Spacing = 2.00 ft Outer Part ( Over Hang ) Width Thy = 1.50 ft Spacing = 2.00 ft Girder Truss : Inner Part Width Tributary = 12.00 ft Spacing = 3.00 ft Outer Part ( Over Hang ) Width T►n = 1.50 ft Spacing = 2.00 ft NO Uplift = - 383.00 Ibs Gravity = 240.00 Ibs Uplift = 276.12 Ibs Gravity = 180.00 Ibs Total Uplift = Total Gravity = - 659.12 Ibs 420.00 Ibs Uplift = -383.00 Ibs Gravity = 240.00 Ibs Uplift = - 55224 Ibs Gravity = 360.00 Ibs Total Uplift = Total Gravity = - 93524 Ibs 600.00 Ibs Uplift = - 1369.94 Ibs Gravity = 1560.00 Ibs Uplift = Gravity = Total Uplift = Total Gravity = udm= Gravity = Uplift = Gravity = Total Uplift = Total Gravity = - 276.12 Ibs 180.00 Ibs: • • •• • - 1646.06 Ibs •`` :.• 1740.00 lbs •••• • • •••• •••••• - 3012.84 Ibs ••`••` 2160.00 Ibs • • :' : • • • - 251.07 Ibs • • •' •; 180.00 Ibs - 3263.91 Ibs 2340.00 Ibs Page 14of42 • • 0100•. • • • 000000 • • • • •••••. • • • • • •• •• • •••• • • •••• •••• . • • •. • Phone : 306-892 -9669 Fax : 305 - 893 -7222 .' • ..•••• • • 0,000• • • •0000 • • • • • •••••• • • • • SMITH and SMITH DESIGN CORPORATION Uplift Roof : Skew GT left cantilever.: Inner Part Width Thy= 2.50 ft Spacing = 200 ft Outer Part ( Over Hang ) Width Tfibuteo = 2.50 ft Spacing = 2.00 ft Skew GT right cantilever.: Inner Part Width Tributary = 250 ft Spacing = 2.00 ft Outer Part ( Over Hang ) Width Trfburary = 3.50 ft Spacing = 2.00 ft NOIiSg Uplift= Gravity = Uphft = Gravity = Total Uplift = Total Gravity = Uplift = Gravity = Uplift = Gravity = Total Uplift = Total Gravity = - 478.75 Ibs 300.00 lbs - 460.20 lbs 300.00 Ibs - 938.95 Ibs 600.00 Ibs - 478.75 Ibs 300.00 Ibs - 644.28 Ibs 420.00 Ibs - 1123.03 Ibs 720.00 Ibs • • • • • • .. • •••••• Page 15of42 • • ••.••• • • •••••• ••••� '•... .••••• • • • •• •• •'o••• • • • • • •• • • • • • • • • • • • • •• •. • ••••• '•••• •••• • • • •• • Phone : 305- 892 -9669 Fax :305- 893 -7222 •.•••• • • . ...•.• • • 000000 • • ..... • • •.•..• • • • ..•••• • • •..... • • SMITH and SMITH DESIGN CORPORATION Connection Between Short Truss and Left Concrete Beam Maximum Horizontal Forces = Maximum Uplift = Maximum Gravity = Computation for reaction : B= Height = Reaction H = Reaction H = L= Truss Spacing = Reaction H = Reaction V = 51.20 psf - 659.12 lbs 420.00 lbs 34.50 ft 6.63 ft 11.70 Kips 5.85 29.50 ft 24.00 in 396.69 lbs 659.12 lbs ( total ) ( per side ) ( per Truss ) ( per Truss ) Page 16 of 42 Type Usk;, Lipid. Lateral Acceptance 1 NVSTA 22 1221.00 1671.00. 034224.10 Lateral it _ctlon 396.69 1671.00 659.12 1221.00 • • • • • • • • .• • • • ONO 0.78 Otti1 • • • • • • • • • • • • • • • • • •••• • • • • • • • • .•.• • • • ••.. • • • .. • •••• Phone : 305 -892 -9669 NOWEffaiSitieg Fax : 305 -893 -7222 • SMITH and SMITH DESIGN CORPORATION Connection Between Short Truss and Right Concrete Beam Maximum Horizontal Forces = Maximum Upl'rft = Maximum Gravity = Computation for reaction : 51.20 psf - 935.24 Ibs 600.00 lbs B = 34.50 ft Height = 6.63 ft Reaction H = 11.70 Kips Reaction H = 5.85 Kips Truss Spaang = Reaction H = Reaction V = 29.50 ft 24.00 in 396.69 lbs 935.24 Ibs ( total ) ( per side ) ( per Truss ) ( per Truss ) Page 17of42 Type 1F�se: Uplift Lateral Acceptance NVHTA 22 2133.00 1617.00 03- 0224.90 2 Lateral irdetactiion Fo rce r'lzo al Cap ty Up Ilft Capacity 396.69 1617.00 935.24 2133.00 0.68 • • • • • •• • • •••• dkll.. • • •. •• • • • • • • • • • • • • • • • •• •• • • • • • •... • • • •••. • • • • • •• • •• •• • • • • • • • • • • • • • • Phone : 305 - 892 -9669 NOS eg Fax : 305 -893 -7222 SMITH and SMITH DESIGN CORPORATION Connection Between Lona Truss and Beam Maximum Horizontal Forces = Maximum Uplift = Maximum Gravity = Computation for reaction : 51.20 psf 1646.06 Ibs 1740.00 Ibs B= 29.50ft Height = 6.63 it Reaction H = 10.01 Kips Reaction H = 5.00 Kips L= Truss Spacing = Reaction H = Reaction V = 34.50 ft 24.00 in 290.04 Ibs 1646.06 Ibs ( total ) ( per side ) ( per Truss ) ( per Truss ) Page 18of 42 Type Use: Uplfi Lateral Acceptance 2 NVHTA 22 2133.00 1617.00 03- 0224.10 LaittO.Mcnsft 290.04 1617.00 1646.06 2133.00 0.95 • • • • • •. .. • • 4141. . 4141 • . • • • • • • . • .. 4141 .0 .. • • • • • 00,0 • • • • 0416. • • • •0 • 0000 • Phone : 305- 892 -9669 NOaliagraililkaief Fax : 305 -893 -7222 • • • • • • • • • • • SMITH and SMITH DESIGN CORPORATION Connection Between Girder Truss and Concrete Beam Maximum Uplift = Maximum Gravity = - 3263.91 lbs 2340.00 lbs Paw 19 of 42 Type Use• Uplift Gravity Acceptance 3 NV358-22 3387.00 0.00 04. 0510.03 .... • Connection Between Skew and Left Beam Maximum Uplift = - 938.95 Ibs Maximum Gravity = 600.00 Ibs Type I.i$e• Uptilt Gravr�y Acceptarnce 4 NV358-22 2245.00 000 044510.03 .... • Connection Between Skew and Right Beam Maximum Uplift = Maximum Gravity = - 1123.03 Ibs 720.00 Ibs • .• • T . . ; :.; U... Gra • d.7..1ance .... 4 NV358 22 2245.00 0.00 _I.?' _0.03 .... • NOgel 0000 • • .. • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • 0••• • • • • •••• • • • • • •• • •••• • • • • • Phone : 305- 892 -9669 Fax : 305 -893 -7222 SMITH and SMITH DESIGN CORPORATION Page 20 of 42 Fastener Schedule No Type Seat / Header Straps / Truss Acceptance 03- 0224.10 1 NVSTA 22 (6 )10d x 1 112" (12) 10d 2 NVHTA 22 (6) 10d x 1 1/2" (24 )1 Od 03- 0224.10 • • • 3 W3513-22 (8 )10d x 3" (16 )10d x 3" . -0. 10.03; • • • • 4 NV358 -22 (8 )10d x 3" ( 8) 10d x 3" Q44510.03. NOf • • • • • • • •• •• •• •• • • • .• • • •..• • • • • •••• • • • . • •• • • •• • • • • • ...• • • • •• Phone : 305 -892 -9669 Fax : 305- 893 -7222 NO SMITH and SMITH DESIGN CORPORATION Windows & Door Pressure Page 21 (142 1 N O R T H E L E V A T I O N North Elevation Item Type 1 size Floor Area Zone Pressure Suction 1 Garage Door 1 135.29 5 45.39, -55.41 2 Garage Door 1 78.78 5 47.34 -59.21 • • • • • • •• • • • • • •••• • • • •••• • • • •.•. • • • • • • .. .. • • • • •••• • • • • •••• • • •• • • • • • • • • • • •.. • • • • • • 1 Phone : 305- 892 -9669 Fax : 305 -893 -7222 . • • ••• • • • ••• •• •• • • • •• •• • +45.39 -56.41 • • • • • • • • • o•• _ • • • • • • • • • • • ••• • • • • ••• • • • • •• • • . • • • • • • • • • +4 7, 34• • • • -d8't • � ••• • • . 40 01.11 .. ^i p .::...n...2 „ a qa , , . r ^ r ^ : w „2 �^ 1r ~s2rAu l•0. 4...........0............... .r�.s. r. r. Asj•r ~..- iesr^tl/.e.e.e`eMe. ese. ey AM m.e lerelele :e:epiye:elAMrsopk A.1 -. N O R T H E L E V A T I O N Sw1. ocm 11631 N' olth P ". h Aw.y Plvwti 41161 H93752 Sheet No. — OF: — Project NOELL RESIDENCE FIND PRESSURES Drown 9y. — Dote: — File: SMITH and SMITH DESIGN CORPORATION Windows & Door Pressure �M1 i � � -,0:1; :0"+'041 0^ ^�A �1£M M. }„ Aap ■rKmrrm�t,�'�zAm � wa�r�r,��raAaAiAr „rAr�0�, ...1'�,A Aye Ay., A.A.A•AwA�A *A #A A.A.00AyA.. *A.AyAPA'. Page23o142 0 E A S T E L E V A T I O N East Elevation NONCE • • • • • .• • 0. • • • • • • • • • • 0000 • • • • • .0.0 • • • • • • •. .. .0 .. 00 • • • • • • • • .... . 00410 • • ... • • • • • .. • 0000 • • • •. .. • 1 Phone : 305- 892 -9669 Fax : 305- 893 -7222 • ••• • • • ••• r • ; ; • 15 A••• „.0011111 • • • • • • • • •• ••• • • • • • • • ••• •• • • • • 1 111..W11110%.. • • ••• • • • ••• • • • • •• • • • ••• • • • • • • • •••• • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • •••• • • • • •• • • ••• • • • • • •• • • • • E A S T E L E V A T I O N - '-1 Sheet No. — OF. — C S DESIGN cow miloti i 11833 N •' •lth RA' - �.....eRm....44161 Project: NOELL RESIDENCE WINO PRESSURES Drawn By. — 0at6: — H9 152 File: — . . SMITH and SMITH DESIGN CORPORATION Windows & Door Pressure M A. A 1!1 1211iip. —immoomm040001101010111•04migk 1011.001•11.01011;046- Page 25 of 42 W E S T E L E V A T I O N West Elevation Item Type / size Floor Area Zone Pressure Suction 2 _ Window 1 8.83 4 54.73 -59.37 3 Window _ 1 8.83 4 54.73 -59.37 NoRtikinfilafatieg • • • • • • •• • • • • •••• • • •••• • • • • • • • • • • • • •• •• • • • • •• •• • • • • • • •••• • • • • •••• • • •• • •••• • • • .. 0 1Phone : 305 -892 -9669 Fax : 305-893 -7222 • • • • +54.73 -59.37 • • ••• • • • ••4 •• •• • 4 4 •• •• • • • • • ••• • • • • • • • 4 • • • • • ••• • • • • •,• +54.73 ii • • ".~5.9.7:... •• . 4•• -, iii 0 � �:� Itirlito, loom: r rw 0 r r r r r r M� i �r1 � _. p s!edlli �gr~ ir iiiMii wirarhti� ^l^r a ~�i^ ^rb. 116.._. W E S T E L E V A T I O N DESIGN CORI, 1A1 4 ile33 N •• Hth w!Pr h...,iw Plvn«vw 46781 H93742 Sheet No. — OF: — ProJeat: NOELL RESIDENCE WIND PRESSURES Drawn By. — Date: — File: — NO SMITH and SMITH DESIGN CORPORATION Windows r Pressure Page 27 of 42 A iuUiiiIfll .\ Isom art, t - aramauuf i'`-j yi SOUTH E L E V A T I O N South Elevation Item Type/ size F I I Suction ction I 22.78 • • • • • •• • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••••• • • • •• •• • •••• • • •••• •••• • • • 1 Porte : M5-892-9669 Fax : 305 -893 -7222 • • • • • • • • • ..• • • • ••• .. •• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• . . ... +5.1.38 • : 4144.04 • ▪ • • • •• imboo ., /1 /r��• ^��r 211 A Mee ��r^ 10 1,4 r� ^ ~AMAM ^r11rn1�r�iu nrmamU's'iM-. ^r r ^�!� 0 >w� r"e�r��,rrM'�� 0004r�'r 'ie'4104 14wkwAuo .4tAwr�rAr`"igeor .441441 r.r" 1.41. � 4"0114, , �r� ,��,�"s0:04rrerArererer��./�■ - AwrOA PAIIA A:e �rr^i�^MfiAsr�l� ^r�rl�ri t ^ra^iNa lr =au imml .111■■■■.■■1111.111111. .-►i • »11111111A1111111! � imummi 1 `� sue, .. IM NMI =I IMiliell1111111111 MIN On ••• . —MN .. Moo ._MI N —_ MIEN ----__—M------- r__ Ms on . — Ran-- M NMI _ NMI .■ - - - -. - - - -- M — INS - -MUM — __ - - - =II - _ Mel _ - - NIX Min -- _ _ _ _— ___ — Main ■_M-- .•-- ------ .• —_ mill _ - -- -- M - -- _ —. - -- — _ NM MIN -- S O U T H In 111•• MN MIN MR MS 11•1 IMO IRO MI MI lint NM 111111 1•MI MI NM nu inm --� E L E V A T I O N its DESIGN COFIf 'AMON l11833 N•' iith P!!. h..wau� �1H«iir� .13181 HUM Sheet No. — OF: — Pro ject: NOELL RESIDENCE WIND PRESSURES Drawn 6y. — Date: — File: — Archwind 98 : Noe11 Residence Page 29 of 42 If Roof Angle is <30 Deg. h = Have Height otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 45.39 4 MIN = -5036 5 MAX = 4539 5 MIN = 55.41 Dimension a = 3.00 ft Note, when max absolute value is lei than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref. ASCE 7-98, Equation 6-17 Walls are less than or equal to 60 ft high Roof Angle =16.27 deg Mean Roof Height =13.25 ft Area = 135.29 sf Cp VALUES AREA CP 4 0.80, -091 5 0.80, -1.01 Velocity Pressure Roof; q = 4638 psf Exposure Coefl~ Root Kz = 0.85 Wind Speed, V =146.0 MPH Exposure Cat = C 4 Impt rtance Cat. = 2 Internal Pressure Caef., GCPiir• 0p• Topographic Factor, Kzt = 1.0( • • • • Wind Direction Faces, Kd = le■• • • • • • • • •• • •••••• • • •• •• 000000 • • • • • • • • • • •• • • 000000 • • • 000000 • •••••* • • • 000000 • • • •••••• 00000 • • ••••• • • 000000 • • • • • • • •• •• • • • •••• •••-•.• • • 000000 • • •••••• •••• • • • • • Archwind 98 : Noell Residence Page 30 0142 If Roof Angle is <I0 Leg. h = Eave Height otherwise h= Mean Roof Heigh. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX = 47.34 4 MIN = 52.40 5 MAX = 47.34 5 MIN = -59.21 Dimension a = 3.00 if Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref ASCE 7-98, Equation 6-17 Wafts are less than or equal to 60 ft high. Roof Angle = 16.27 deg Mean Roof Height =13.25 ft Area= 78.78 sf Cp VALUES AREA Cp 4 0.84, -0.95 5 0.84, -1.10 Velocity Pressure Roof, q =46.38 psf Exposure Coeff. Root Ka = 0.85 Wind Speed, V =146.0 MPH • Exposure Cat- =C • • • • • =2 • • Importance Cat. Internal Pressure Coef., GCPi• _� 1 a. Topographic Factor, Kzt =1.o• • • Wind Direction Factor, Kd = k� • • • •••••• • • •• • •• •••••• • • • • • •. • •• • • • •••••• • • • •••••• • • • • •••••• • • • • • • • •• •• • •••• • • •••• •••• • • • •••••• • • • 000000 • • •0000• • • 00000 • • ••••.• • • • 0000•• • • •••••• Archwind 98 : Noel' Residence Page 31 of 42 If Roof Angle is 0.10 Deg.. h= Eave Freight otherwise h = Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 if COMPONENT PRESSURES: AREA PRESSURE (pd.) 4 MAX =51.38 4 MIN = 56.79 5 MAX =5138 5 MIN = -68.04 Dimension a = 3.00 ft Note, when max Mute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref. ASCE 7-98, Equation 6-17 Walls are less than or equal to 60 ft high. Roof Angle =16.27 deg Mean Roof Height =13.25 if Area = 22.78 sf Cp VALUES AREA Cp 4 0.93, -1.04 5 0.93, -1.29 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Root Ka = 0.85 Wmd Speed, V =146.0 MPH Expestue Cat. = C Importance Cat. = 2 • • • • • •• • Internal Pressure Coef., GCPf 0408 Topographic Factor, Kzt =1.8ft• • • • Wind Direction Factor, Kd =.1 • . •••• 000000 • • •• •• •••••• • • • • •• • • • 000000 • • • •••••• • • • • 000000 • • • • • • • •• •• • •••• • • • •••• ••• • • • • • •0••0• • • • 00.00• • • •00••• •••0• • • •0000• •• 0.00•• • • •0.00• • • Archwind 98 : Noel] Residence Page 32 of 42 If Roof Angle is < =10 Deg, b Eave Height otherwise ht- Mean Roof Height. COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) 4 MAX =54.73 4 MIN = 59.37 5 MAX =54.73 5 MIN = -73.28 Dimension a= 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref. ASCE 7 -98, Equation 6-17 Walls are less than or equal to 60 ft high. Roof Angle = 16.27 deg Mean Roof Height — 13.25 ft Area = 8.83 sf Cp VALUES AREA Cp 4 1.00, -1.10 5 1.00, -1.40 Velocity Pressure Roof, q = 46.38 psf Exposure Coeff. Root Kz = 0.85 Wind Speed, V =146.0 MPH• • Exposure Cat. = C • • • • • • Importmice Cat. = 2 Internal Pressure Coef., GCPI :4:$ • Topographic Factor, Kat = • • Wind Direction Factor, Kd = HOO • • • •••••• • • .• • • •.•••• • • • • • • • •0 • • • 000000 • • • 000000 • • • • 000000 • • • • • •• •• • •••• • • •••• •••• • • • 0000•• • • • 000000 • • •0000• • • 00000 ••••• ..000• • • • •0.00• • • •..••• • • Ml� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Page 33 of 42 MIAMI DADS COU TY,FLORIDA A ETRO.DADEN.AGLERBt7IfDING 160 WEST FLAMER STREET, SUITE 1603 MAK FLORIDA 33130 -1563 (305) 375 -2401 FAX (305) 375 -2908 NU VVE Industries Inc. 1055 East 29 Stream. Hialeah, Florida 33013 SCOPE: This NOA is Wm issued under the applicable rules and regulations gumlike the use of cootruction materials. The down mod has be reviewed by Miami-Dade County Product Coen! Division and accepted by the Board afRules and Appeals (BORA) to be used in Ali Dade County and other areas where allovaed by the Authority Having Inrisdids ion (AM). This NOA shall not he valid after the expiration date stud below. Tine l County Pmduct Cool Division (In Miami Dade County) and/or the AHt (in areas other than Nfiami Dade County) reserve the right to have this product or material tamed for clnality assurance purposes. If this prothat or material fails to perm in the accepted manner, the manufacbrer will incur the expose of such testing and thne}tAHI may immediately revoke, , tie use of or i BCPRC reserves the right to revoke this acceptance, if it is deemiod by 11 -Dade cry Product Control Diviskai that this product or material fails to inset the requite &the applicable building code. This product is approved as descarled and Ins inn designed to amply with the Florida Building Code including High velocity Hunk= Zone. DESCRIPTION: Wood Connectors. APPROVAL DOCUMENT: Drawing No.N�5, titled"Skewed Nail Plate, NV358 & NV458 with Double ****• • •' . NVI'H Strom, NV INNV II S Ads &NVHC Hurricane Clips and NVSTA & NVHTA Y hay Anchors with Seat" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, prepared by 114,-. • • • • Inc signed and sealed by V. N. Tom, PE, bearing the ADade County Product Control App'lLstamp with the Notice of Acceptance (NOA) number and approval date by the Comity Pro duct Can 1 :. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pernument label with the manufacturer's hie or logo, city, l ' • • • • following -Dade Comity Product Control Approved", unless wise noted hem.. • +' + VAL of this NOA shall be after a reel • ' • ' application has been filed ahhl. there has bah no. • change in the applicable y the pe ofthis product. : . • • • • • • TERMINATION ofthis NOA will occur Mine • • • _ dale or iflhoveae has been a revi�ata "� change in'the • • and/or mainiactrue of to for prod. Muse ofthis NOA as an endorsement of ay product, firr sales, advertising or any crier imposts shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for won and removal ofN0A. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the boa date may be displace in ackertising litemture If any rustics tithe NOA is displayed, than it shall be dcme in its entirety. INSPECTION: A Dopy ofthis entire NOA shall be provided to the user by tints manufacturer or its distributors and shall be available for inspection at the job site at the request of the Official. This NOA c of this page 1, evidsmce page & approval docunnat mentioned above. The submitted down was reviewed by : , PE. • NOA Not 04- 0510.03 Expiration Dates December 23, 2009 Approval Daft December 23, Page 1 Page34of42 Nu-Vue Industries, Inc. A 1. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by N u-vuc Industries Inc, titled "Skewed MR Plate, NV358 & NV458 with Double NVTB Straps, NVTH/NVfS Anchors & NVIIC Hurricane Clips and NVSTA & NVB.TA Heavy Duty Anchors with Seat", Drawing No. NU 5, sheets No. 1, trough 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood cantors per ASTM D1761 by C. R Caudel, P1L Report No. Woad Connector 1. PT # 03-4482 2 PT # 03 -4625 NVHCL/R 3 PT # 04-4641 NVSTA-2411 4. PT # 04 -4698 NVTE24 5 PT # 03 -4590 NVTH26/NV458 6. PT # 04 -4642 NVRTA 24H 7. PT # 03 -4543 NV3$20/NV358 Product Testing Inc, signed and sealed by Direction Downward Up& Sideways Up& Sideways Ug& Sideways Sideways Up& Sideways Up& Sideways Date 09/15/03 01/21/04 03/17/04 04/15/04 12/31/03 03/22/04 12/19/03 C CALCULATIONS Report of Design Cavities prepared by V. N. Tolat on 04/27/04, sheet 1 through 12, signed :. sealed by V. N. Tolat PE. • • • .. • • D QUALITY ASSURANCE 1. Product Control Division E 1. 2. STATEMENTS •••. • ••. • ..•1.. • • •• • • • • • • •.1••. • • • ..1•.. • • • • • •• • •• Code compliance letter issue by V. N. Tolat an 04/27/04 signed and sealed by V. N.Vgaid, PE. ••••• No interest letter issued by V. N Tolat on 11/03/04 signed and sealed by V. N. Tglat, PA. *•..• E -1 NOELL RESIDENCE • • • ••• • • F. Font n. Sr. Product Control Examiner NOA No 04-0510.03 bqdration Date: Dew 23, 2009 Approval Date: December 23, 2004 000000 • • • 1.111• • • •...•• • • 1.111 • • 1 •.r r� • fig SF 1 Stied Geese 0 A9a•able Leeds (8) Emil ea dowel Wit Miami o 'a e o 8 0 41 • . >i -1- aG a"Ws lids pathos it Kass e g; • tame know amigo skte TABLE 1 SKEWED NAIL PLATE • time Tap third product Code Stied Geese Fastener schathafe A9a•able Leeds (8) Emil ea dowel Wit Miami 16 gg M 1 fir ' lila 564 • For . use boo 14V3ItP3 ate at top chord and one at bottom chard of the and supported Trusses t compliance with section 7 et the F8C. :aloe J tteat 8 nail hates ineach flange' x . Do as band nor pieta more than one . 3. Supporting member sad be in the acute angle side with a* tango hehetd the and of supported m (see a , P WNP3 hestallation tea filadtaLMOISDE 1. Steal sled conform to AS A653, structural erode 33 (Min. yield • 33 ksb) and o minimum galvanized coating of G 60 per ASIM A525. • 2. Allowable loads ore based on National Dosing specifications (NOS) far wood construction, 1997 Edition. - 3. Design loads are for Southern Pine species with o specific gravity • of 0.55. Allowable lolls for other species shall be mid • accondngly. • 4, Common wire nag values are based an MS table 12.3F, 0=4).55 - md have been reduced for Penetration Depth factor Cd. • las z it Item - 5. Allowable loads for 'Hui uplift have of been increased by a • duration factor of 3311 fen anther natl. This Is not allowed for steel stress if dead load and wind loads are combated Load - volues shown are, without 33% steel stress increase. • 6. Allowable loads for more than a single connection cannot be • added A design toad which Is divided i►to components In - the d'�given must be evaluated as foliow.s • Allowable � •. -+ a + � • < 1.0 • 7. are based on Or thick wooilmeartiters omen • otherwise noted. • • • • • • 8. Atl tie beams and granted a •tnasmry gppY ettemtply le: • chapter 21 of FSC. Concrete f t o ns an grout and more Tor co Crete masonry shan be a th hTrruttm of 2500 psi. @ •• • mason. y sht comply with AS1it •095 • •. •••••• • • • • 9. AD tests hove been conducts&i4i•• once•wflh•ANIM 0- 11Q144k •••• • • • FL. BM • MC • • 15123 LAIf I C8888 Z M • • • • • • • • ECCSICAV11770118 • • • • ••••e• Kftnue • tes- Pmt StdB •• ••••16�ia ••� • @BW SHarnOtprittAtit • • • or NU-5 cots I Oslo tad0 newsy not StSt.9R 2500 TABLE 2: NV358 i 146 Doubts MYTH Straps with 2 ply l8G soot Pry Coda 1 Saw Okor aten Product It Coto (mss) • mm. 8444&•14 855845 • t4• 52458 -m Naaua • 16 • 82458 -20 Nana • 26• wale -23 22 52466 -2F 1241218 - 24 N242-28 8 4++445 - 2- Totel 110. a Falters In 2 lad Laos 2c Taal So. of Firers to Seat t8dr3 - Aderata Loads (ba) ulat 42 a. e S6- 1829. to a . 2266• 2021. 72 - • 22021 • t4 • a NV. 23221 16 a- 2016 1 TABLE 3: NV458 — 140 Double NVTH Strops with 3 ply 18G seat . essanday Product Coda IOC tho�d Code atessam 15 (bales) +424521•52 72 nvme -54 new as 14 Tetot Ma. at Fea�tees• s titd$5• Total No F ot„ssa 1524 * /Itoeaoto Lode (ms) rot V 1.2 a 8 2216 mei 2 1a e ali 1831 10 2456-10 1s 20 E5 244 ffi 4+464 -at gaga 22 854+42 24 85452-2a WNW WKS 22 12 5 zem 2197 N a a. a Sal 367 4175 st 111232 -411 wawa • 44 • 144458-44 tame 44 Mateo • 2. Nab ae 1 87 b Mom md mat to MM. dadm MU • Ittda thro, abort. r d t. tow pRda m 5* appal* 2124 I • �i�ur • •e••• �•• • • • • • • • • • Om paw to tanettor W tattoo Mod e • ISMS en. 11114514 •••••• • • • •••• Unuato 5 45.4.215 `Om•.ta are Stmoro ••••• • • • • •8888 000000 • • ••••8• • •••••• • ♦� • • • • • • • 2haltaddate216 • • • COO wow • • • 5 88•1e••• • ewssawrm rvtsra sE ' 45211621 5.16 Aka' • • s•detma: - j0-5 tote wax= Soria ti w J Twos obis nooks* to Wader bad 10 bottom deed • t2 • Robtwobootoo met BB. NVU+S g ° tff to •dr . Caen.•. B. Seam te lb littao hand nBe womb Nod TABLE 5 - HURRtCANE CUPS ' Product Code ipliof A:5mm t9d r tp c t J L2 swot .bid It lwraa • HURRIONE CUP - RCM • ,• , $ 6 678 288 we. tl8 - Carr • 15 d 5 • s 626 213 313 Pre ttp8ft, we tee ape, one on oath elde to corn* with 2321.7 of the RC TABLE 4 Truss Ancha's N1irH and Riveted Truss Anchors with Seat NViHS H Th Product Code Oka 0 s Foutmara io n !nod (fie) Cana Gauge in seat strap tad u L1 12 12 NV1H -15 1101113 212 18 14 14 term - m NV915 214 18 14 m *ores -10 tams 218 18 14 18 151111-22 99*9S 219 18 14 28 NiVIH -24 t98S 229 13 14 5 / 706 55D J 8 836 - 87t • 838• 7 9771 783 • 735 • 9 / 1117 • 9 W8 • 783 - 783 735 - 735 . 10 1.186 • 793 735 11 1490 • 7931 733• NYei --a Mita 222 18 14 24 9990-28 BANS 224 18 14 25 32 44 NV119 -18 9Pr1t -38 W91-48 9991 228 191188 732 9918 244 18 18 18 14 14 ibtatftSaiihe bolo pOdo mood to trootar Wm bottom stood 12 1544 J 7.. 735 • 13 1599/ 793 • 735 • • • • • •• • •Sell• • •00.50 •••• • hates •••• • • •• •• rue • 1•C. • • •••• tea• • ▪ • t=ae • frit7 ndiesa akeaci t i s e c Des • • iirstritss NU-5 3{14 MSS fwt Sept* 23e4 • TABLE 6 NVSTA —Heavy Duty Anchors with 140 NVTH Straps alai 1 ply 20G seat - Assembly Produet Cods • 1 Strop Prarhatt Code Dimension N 141661_1211 1416116 • 12 , 61s1 -104 14 • 141570 -101 Wade 16 • 61671•2011 118124 • 6 . PN6N -234 1448628 22 . 6157•.201 1611126. 24 a 61674 -214 2S . NtsLl -3221 S1. N1U7b -0411 44 Total Do. ord Fasteners Strap lad* Total Ne. of Forms in 20 CA. Sad 10d z 1r Allowable Lads Ohs) 8 6 two • Tao. 1042 • 6 760 • 1144 • s 6 des' WS' me- 8 , 6 ON • fast' 8 66• 1 Pete TABLE 7 NVNTA —Newry Duty Anchors with 140 Double NVIH Straps mud 1 ply 200 seat Asserth RedactF Code 146 Strop Pradrat Card Hinunsint N 400148 • 12 • • 14016•-104 a *Hlir4 -tm1 4W4a*1 *4. 1141141 -2011 41014 • 6 . 141404• -271 • *0118 -291 Wetr1 -364 ersaa -389 171271 -4N1 Minna . 010442. 416820 • !1{1496. 22 24 , 26. 32 • Total 1411. ot Fasteners kw two Straps led z t3 Total Ne of Fasten= tot 20 GA. Sent 10d x Allowable Laods (Ibs) a U 8 12 8 10 8 1m • ma- 106 1460- g 6 • 18H+• 2116 " 14 8 230 • 2616• dd. 1812 t6 6 2122• 1444. 8 2S®, 3117 • 1876' 1. Kota one aaoaemry a llama and seat to =We, dew toads 2 Sea eoa 6. theist 1 few amubhad tom 3. F Mew throu6h chants abol act p notes. we shout I. eta tram 718114 ' & far Matter wpalt bad , 21262626 11221 ha 30118 pet 8. Based se arb. 22101 pal manta. • • •• •• •• • •• •• • Maud N N% TA 1211 taught 401 10q, ' WAFT jir N • Csimete ra•.samt. NWITA 1214 thesebt 461 • • 00000 • • • • • • • ••••11+•- 1i6z -+l ••••• • ••••• • UPLIFT Zee: taheagolsq:160.14 tisane .0 Rebtorced Cease* Oa twee Ube 2/4 • Sy benas - - lass Ilan ntt Lrmdr ,••••`• • • • 26 VA. Seat ••••• • • 0 0 000000 wroVue • ` • 16162 11104 • • •••• mire ••• • 248461 916.1' Iles • • 1 NO-5 4044 •2144* eon 901.24 2404 MMAM BUILDING CODE COMPLIANCE OFFK (BCCD). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu-Vue Industries, Inc. 1053-1059 East 29 Street Hialeah, Florida 33013 Page 39 of 42 MIAMI-DADE COUNTY, F L O12ID A 3 ETRO-DADE FLAMER BULDfltGr 140 WEST PL&GI R gram, SUM 1603 FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued males the applicable rules and regulations gong the use of construction nom. The submitted has been reviewed by Conney 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 bed The Aftmni-Dade County Product Control Division (in Mi ami Dade Canty) and/or the MU On areas other than Itiami Dade Cony) reserve the right to have this product or material tested for quality assurance purposes. If this produa or =tend fails to peiform in the accepted mater, the manfacturer will incur the expinse of such test and the AE7 nay immediately revoke, modify, or suspend the use of suck product or material within ter Junsdation. BCPRC reserves the iight to revoke this acceptance, if it is ditennined by Iidami-Dade amity Product Control Division that this product or material falls to meet the requironnts ofthe applicable trading cede. This product is approval as chomind herein, and has been to amply with the High velocity Hellion Zone of the Florida Building Code. DESCRIPTION: Wood Connectors NVTP, NVH'TA , NVSTA & NVHC. APPROVAL DOCUMENT: Drawing No. NU-1, sheets I tom& 2, tided "Truss Aaiun and 5-Way Clip & Truss and Top Plate Anchors," with no resisions, dated 05129/00, premed by Nn-Vue Industrie, % signed Ind . sealed by V. N. Tolat;, PE, bearing the Miami -Dade County Product Carol Rol stsua q,with.the Nogev0f ' .... ; • Acceptance (NOA) ninnber and expiration date by the Rani -Dade County , Product Comro1• MISSILE FACT RATING: None ...... • LABELING: name or ' s. ._L,._ • . J��: lYiili 5� bear a p w1Fh t1e .� atul following statement lami-Darle County Product Control Apps, imless otherwise ...... RENEWAL oft is NOA shall be considered atleaarenewal application lowborn Abut and tlrate�Bes beery,. t in the $ ofthis • • '•• •• TERMINATION ofthis NOA wilt ocean after the aspiration date or if ther a has been a revue • die ij materials, ace, and/or of the or process. mouse ofthis NOA as an of anp. • •.' product, for sales, advertising or any atha- purposes shall automatically to . irate this NOA. Vnitotto • • with any section ofthis NOA shall be coarse and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Wan -Dade County, Florida, and followed by the minion data may be displayed in advertising literature. If any portion ofthe NOA is displayed, then it stall be done in its entirety. INSPECT ION: A copy ofthis entire NOA shall be provided to the user by the mambas= or its distributors and shall be available fry inspection at the job site attic revisit ofthis Bulldog Offal. This NOA mews NOAH 00- 0327.03 of this par 1 as well as approval document mentioned above. The submitted docu me elation was reviewed by Candido F. Font PE. •• • NOA Na 03-0224.10 Expiration Data May 22, 2008 Approval Data April 17, 2003 Page 1 w• • w Nu-Vue Industries, Inc. A DRAWINGS 1. Page 40 of 42 M' '• _ 0141.54 �n 04 7 t t11151) or File ONLY. Not part ofNOA) Drawings prep:nut by Nu -Vise industries, Inc., titled "Truss and Top Plate Anchors" and "Truss Anchors and 5-Way Cap", drawing No. NU-I, sbects1 and 2, dated 05/29/2000 with no revisions, signed and sealed by V. N. Taint, PE B TEST Test reports on wood connectors per ASTM sealed by P. G. Read, PE. Report No Woad Connector 1. 03697.0001. NVSA44 2. 03697.0001 NVHC 3. 03697.0001 NVBH24 4. 03697.000 NVHTA 1. C Test reports on wced connedors per ASTM sealed by F. Grate, PE. Report No. Wood Connector 6EM -1364 NVTP4 D1761 by Atec Asociates, Inc., siond and Direction Down Lateral & Uplift Down & Up Latest & Uplift Date 11t27/96 . 11/27/96 11/27/96 1U27196 D1761 by QCM Metallurgical, Inc. signed and CALCULATIONS Report of Design _ prepred by V. N. Tolat No. of Pages thrtergh 55 77 6 through 6 1 through 1 Product Model 1. NVIffA 2 NVBH 3. NVSA 4. NVHC 5. NVTP Dd Date 1 12/06196 12/96 12/06/96 12/06/96 Date 07/17/96 • V. „N. Talc Pr • • . Y It Tc>lat „ .. a,&. Tog, PE •.4. 41. Tolat, PE To*.BB• • D STATEMENTS • ...... • • . i • 1. No Financial In st l i t by Vipin N. Tat PE. on 12/18/96 signed anti by V.'1 N. .• • Tolat,PE. • 0 •••• 2. No chow letter issued by Nu-Vue halustries, Inc. an 03/17/03 and signed by M,R. , • .... • Gam. • • • • • • NOELL RESIDENCE E -1 Cam F. Font PE. Sr. Product Control Examiner NOA No 03- 022410 Expiration ]fate: AMOS Approval Daft April 17, 2003 • • • ..00.. • • .0000. • • .0000 • • ..... ....t. . . • •..... • • OOOOOO • 0 Tap Plate At 1. They edtoaazietrespaadb. waodplotestsroreodatods. }weld Ooda Umber Sze Nate One » A B NVT24 264 106 llm. 6 11V176 20 8 106/ NVIPB 2e0 10 1200 10 118s 224 is ILSEAULLii 1911 NVEPS3 ECLaLAM NVTP88 as 1) bliatmncaNell Pereftstion 106 -1.711 41572* Brassa Uplift Faetizer Uplift 85 Lbs. 106 llm. 6 968 8 106/ 8 MO 10 1200 10 118s 12 1200 12 1911 MILUIMEIL a)Tlmgponedpiedets shaft bsmads•f leadeoa toASIKAffi3 wait/Menlo 33 (ads. ybetd33 hi) ends ailntioDmaao6ogof(390 emeordfitgbASIMA925. b) Aliewalde laadsiso besedenlitiondftestgaSpealfterfionsfirweed 1991 Edifice& 1993Exurb. a)Dmi@o►eafteaaatbr6aatbeso rmaepeolesvrffisgmNegamb,yett Atismalfieloads feredewapeeftset analtions *Fastaamre are manes wlew % lag noses twbelisferaieglstdlarffi showedoodeetedeafte approral. e) Aft seamen aomblel disemada sevi$tASiMD.1761, Allowablekeds ibrwiedtgdiftEaseadesedylewimemmadbyadmatFmlesdSderelli imd eaalberinssasseis riDELLRESIESSICO P .4to 42 Holden Doable Strap Riveted Trays A>Ither: They= &dated•f14 gems steel *lest °testtbstamisndup lit foam Thessolsasteseadeetajp1ftge steel. Psedust fade NVJ1SA8 21%1$A NVHIA12 NV!$A 14 NV$TA16 wars 18 NVtizA20 NVU2A22 •• 1) Mime amDadwaN fete mmmts4 • • • 2 »anmbero$ sabgs IDm6/om • a�mt • • • rams. • • • • 3) a Toe3aaabette iabothamp. •••• : a" 4) 4Tist or isemt • •••• 5) Naffs wesseessmen dmpsmteeetteadda•s • • 6) BaeNaeal�r alppbaet2)�r • 7) Nsfistbraeyr )talotdt eke rad8amtdreteasepbds • • • •.• ••• MORD ss we= 900 m taws Ran NOM taeffi amsma atm assures VBffi1171A8. 12.1.11246 1V �e 1Ben • • • • m� >aot20 • • • COO s - ••••• pac • •tt • • Deep Seat TM= Anther. Mop d1dto midst tetrad auhpMi@ .1Eestapis wade of 14 gouge sled end @r so* amt gage dot. UPLIFT Prodat Code NVSTA8 Stop MOO 14 newerfoa s V Fad Detest: IJm. I6s 18ds U" LI tel. L2 IBe. MITA 10 NVSTA 12 NVSTA 14 NOM 16 NVSTAIB AMU 20 NV3TA22 14 14 14 14 24 14 14 16• 72 14• 16• 18" 26• S 1221 S 6• 1221 6 7 9• 1221 9 9' 1221 9 7221 7" 17]1 M' 11• 1221 1731 1221 6 6 6 6 6 1671 1671 141! 1671 1611 IS41 1141 1541 JAI 1541 12B 10 11 32 1221 i2 6 1671 1541 6 1671 1541 6 1541 1) Mb>Tourn foaaaq e4! 2) *amabereffestarea be adaeolteSolthouthaesdnoweborapray. 3) Tetdeasieraff2menerStetmp. 4) 4 Totelawaserefteaarlesea 3) Saasarene na t eoperlaatbaotdseededgebeete. 7) Ntardraegbdmadt >�6m the ids eaeu.eeeIDENCE viamaa4e Flyway Grip Cnp (5201 Thy on designed Dma1gg esteelto nem mgeralld tosses towaitatodsmtop plates lust sae elude WMOates. Baled Cole. Desadvao Feetwer Behr list AllenNebo& 171016 td u NVEC SmgCYp 16 -86 12 -61 710 S69 739 37 er or 16 -106 12_101 at Q 16 -63 12 -66 1) CoodisodtoodefilidiThdeal sei hdth72smet tlo Mole %Wm AtodUpla Aet olLlall • • • ae` A ' : L1 set• • •• • • • 2i lirtimeolNoreee8tae11. •••••• • •••• • • ••• • •••••• • • • •••••• • • I•emse • • • • •••••• • • ••. •We• • any ue rm >. • • • • • • • • • • •ute4ost • • • •••• > • • i • • • • Taw vow/ •a1n Ivor isle Weft Wee veer angewowe VIPI3M701.6TP.IL •••••• • 11134 242 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/07/2007 Inspector: Dacquisto, David Owner: NOELL, JAQULYN Job Address: 1205 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number Parcel Number 1132060143970 Lot: Building Department Comments ADD 3 CAR GARAGE l . h a7//7° Passed '7 Inspector Comments I ; Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, February 7, 2007 Page 1 of 1 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • •• • -• • • • ••• • • • • ••• • • • • ••• 0 • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • 4111 t Ef 115.04' CONC. WALL 0.I CL. LEGAL DESCRIPTION: 95 th LOCATION MAP SCALE I "= 160' 0.5' CL. LOTS 21 AND 22, OF BLOCK 84, OF "MIAMI SHORES, SECITON NO. 5 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 12940 - DATE: MARCH 25, 2002 F.B. 484 PG. 50 SCALE: AS SHOV.1N SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A.R. TOUSSAINT & ASSOCIATES. INC. 620 N.E. 126th STREET NORTH MIAMI, FLORIDA BY- PRES. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED STATE O FL�RMAPPER NO. 907 FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 ORDER NO. 13874 F.B. 484 P. 50 F.B. 512 P. 73 -74 ORDER: 13923 REVISED & UPDATED THIS 6th DAY OF DECEMBER, 2005, . ADD ELEVATIONS AS SHOWN, REFER TO THE NATIONAL GEODETIC VERTICAL DATIM, 1929. (NGVD 29) REVISED THIS 1st DAY OF FEBRUARY, 2007 TO SHOW BUILDING UNDER CONSTRUCTION. 45' E /P- 0 [-- EC-P S Miami Shores Village 10ix100 Building Department ,w 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 135O0 sss s -® Permit Type (circle): Owner's Name (Fee Simple Titleholder) 6/L rt 5 Owner's Address City /'//> e S al p;. State Tenant/Lessee Name 4 Permit No. U'(0 - Z51 Master Permit No. bing LA_ Mechanical Roofing Phone # Zip /31_,11 Phone # Job Address (where the work is being done) City Miami Shores Village County Miami - Dade Is Building Historically Designated YES NO x65 ii) - q'- Contractor's Company Name Contractor's Address Phone # zip 3 3/ --.67 Q �7 S S City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) I /v1.. . yr 4 L Phone # $ Value of Work For this Permit 'iS bad Type of Work: Describe Work: Addition ❑Alteration ❑New Square Footage Of Work: ❑ Repair/Replace tom' 2 o ❑ Demolition * * * * * * * * * * * * * * *** ** *** * * ** *Fees * ** * * ** Submittal Fee $ Permit Fee $ 1 Notary $ — Scanning $ 4S Code Enforcement $ 00 * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $°' Radon $ 3 .CI C. Zoning lan Review. $ 4 ppe .3 ,9 0 Total Fee Now Due $ (j . c� (Continued on opposite side) Structural P CCF $ IS °" CO /CC. ISO Technology Fete $ 18,1S Bond $ 3300 o1:7- . cc 800 C01 03006 001 033570 CHARGE B4 Bc Ci PERMIT # ©(, b 2.52- CONTRACTOR: ow SUBMITTAL DATE: M Mc Cit 30bajfit t( 1/31106 PROJECT TYPE: /ND f > -riE t)-1 ZONING FIRE Ap COD con WE O? app ak 72i STRUCTURAL / h i4.I0(0 IMPACT FEES 5-40® 00i0(' ELECTRICAL HRS /DERM PLUMBIN CO Noti pro lien law brochure will be delivered to the person /mr- MECHANICAL NOC Zip Zip indicated. I certify that no work or installation has . ed to meet the standards of all laws regulating . d for ELECTRICAL WORK, PLUMBING, SIGNS, . IONERS, ETC d that all work will be done in compliance with all COMMENCEMENT MAY RESULT IN YOUR YOU INTEND TO OBTAIN FINANCING, RE RECORDING YOUR NOTICE OF timated value exceeding $2500, the applicant must whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was ackn wledged before me this day of Jon , 20 C,Lby N cle r who is personally known to me or who has produced NOTARY P Sign: Print: My Co ission Expires: * * * * * * * * * * * * * * * * * * * * * * ** As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1Trni antic Bonding iuq My Commission Expires: ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 45/13/03 * * * * * * * * * * * ** ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner q y oning r' 'ROVID &D IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, PALLS AND FOUi4DATION REQUIREMENTS OF THE F.B.C. L ! \ 2007 JILDE BY:__ Atxterfr %fe4 /- 772vs f 4 APPROVED TRUSS ANCHOR BY SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 BOTTOM = 2x4 MIN. 12 TOP = 2x4 MIN. 4.0pr- ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO RDE �+rt� � T Y R R �-` 3s'�'�' Iiik O S t M Ci) limammorma Ct ca ® ltl /A 12 • .. • ... • .. • • • • cl • • • .. • • SECTION "A" * SPECIAL ORDER COMPONENTS /CLADDING ASCE 7 -02 TRUSS LOADING CONDITIONS ROOF TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) LUMBER STRESS INCREASE: 1.33_ PI ATF STRESS tNC:REASE: 1`00 30.0 2b.0 10.0 FLOOR TR TOP CHORD LIVE: TOP CHORD DEAD: 65.0 BOTTOM CHORD DEAD: TOTAL LOAD (PSF) LUMBER STRESS INCREASE: N/A PLATE STRESS INCREASE: '4" • • • 05 k. -7e4 - t 7 CONTRACT # ttyvni MIAMI, FL 33155 PH: (305) 667 -6787 FAX: (395) 667.0592 1. 800.273.1934 ENGINEERING PACKAGE CONTRACTOR: ADDRESS: 1' 5 'd ON: 4f�! PREPARED BY: � 01- � 7 �- �`7`. =.. PERSON: NEERIN DATE. LES DWG # (01-16--- ENGI 4 . . DATE: ...... SET COPIES, RECEIVED BY: •••/. •••• �E SE— • • • PRINT NAME: .••••• .... TO RELEASE 6NGIRING' s• •.^ • • • • • • • • • • •• • •••• • • ••• • • • •• DATE: . THIS ENGINEERING IS VALUABLE!! REPLACEMENTS!! NOTE. OR EXTRA COPIES AIADIOK IIEPLA ADDITIONAL CHARGES F '� DE MADE R OR DEFECTIVE MATERIALS MUST �E�11 I�IDER: r�l.l., CLAIMS OF ERR© TO PRIOR TO INSTALLATION!! THE SELLER • • Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: • • •• •• To: • • • • • NOELL CONST. • ••• • • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • •• • • • Truss List • • • • • • • ••• Job • • •. • • .. "It: P: • • • • • • • • • • • • Date: • • • • • • • • • • • Project Account No: Deliver To: 1205 NE 95 ST. • • MIAMI SHORES,F• Deliver To Address% • • • • ••• Designer. • •• • • talesperson • • • • • • • ••• •• Quote Tentative Delivery Date: Material Summary Includes the following 1 of 1 1/17/2007 6L15 mtm . • The truss drawing referenced below, have been prepared under my direct supervision based on para software Pages or sheets covered by this seal: 0001 thru 0012 Total: 12 drawings rd using MiTek 2020 With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -02 per FBC 2004. Wind speed 146 mph.Exp: C Category II: Importance factor =1.00 MAR //0�� 7 2007 0001 0005 0009 Truss CJ7 HG1 J3A 0002 0008 0010 Truss CJ7A J1 J5 EVIEWED & APPROVED r.,.. ` ,...a a, ..v.. s //".3. DESIGN CONCEPT ONLY. 0 SEE NOTES IN DRAWINGS Truss 0003 H1 0007 ' O011µ ❑ REVISE & RESUBNIIT Checking Isom for conformance with the design concept of the project and compliance with the informatin given in the Structural Drawings Contractor is responsible for dimensions to be confirmed and correlated at the job site, for means and methods of construction: for information that pertains solely to fabrication processes, and coordination of all trades. ny conflict found in ti.e Contract Documents during the preparation of lee Shop 1)rawings must he brought to the attention of the A/E of Record. Any dcviatio;, from. the Contract Documents (or proposed substitution) must he clearly noted and highlightc.3 • r'° vings in order to receive specific consideration. Any such iicm ;:ot ciL.a L, ,'oral is to hr o; idercd rejected. Datc- Arbab Engineering, Inc. 0004 Truss H2 J3 SUBJECT TO COMPUANC WITH ALL ' EDE -AL STATE AND COUNTY RULES AND REGULATIONS REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) JAN 17 2007 To: • • • • • • • .. 00 • • • ••••• NOELL CONST. • • • • • • • • • • • • . • • • • 4141• . • Ioduction List • Job 1Qumber: vagei • 1 Date: 01 -17 -2007 - 9:44:53 AM Project ID: 6L15 • 00• Project: Block No: Model: Lot No: Contact: Site: Office: . 0M0 • 0041 Deliver To: • • • 41' • • • • • • • • 1205 NE 95 ST. • • • • • • • • MIAMI SHORES,FL. • • • • • t 4ount•No: P4> mtm Selesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: •Slope :: • • p• • LZJII : • • • • • • • • hail i • • • • • 41o. .• • . • Built By: 2 CJ7 29 lbs. each 7 -0 -2 2X4/2X4 ROOF TRUSS 2.83 0.00 2 -1 -7 0 -0 -0 15 BF -Ea 29 Total 2 CJ7A 38 lbs. each 7 -0 -2 2X4 /2X4 ROOF TRUSS 2.83 0.00 2 -1 -7 0 -0 -0 19 BF -Ea 39 Total 2 H1 76 lbs. each 20 -4 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 1 -6 -0 39 BF -Ea 77 Total 2 H2 91 lbs. each 20 -4 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 1 -6 -0 44 BF -Ea 88 Total 2 HG1 91 lbs. each 20 -4 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 1 -6 -0 44 BF -Ea 88 Total 4 J1 9 lbs. each 1 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 5 BF -Ea 19 Total 4 J1A 7 lbs. each 1 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 4 BF -Ea 16 Total 2 J3 17 lbs. each 3 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 9 BF -Ea 17 Total r,, 6 J3A 13 lbs. each 3 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 7 BF -Ea 40 Total 7 J5 22 lbs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 11 BF -Ea 75 Total 7 J5A 19 lbs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 0 -0 -0 9 BF -Ea 65 Total 6 Tl 89 lbs. each 20 -4 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 1 -6 -0 1 -6 -0 44 BF -Ea 264 Total REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) IAN 1 7 2nn7 7 Job ' 6L18 Truss CJ7 Truss Type ROOF TRUSS • • • • Qty M i2• • • • Ply • • • • NOELL CONST. • • • • • • • 0001 rrce optional) • $4Ibb -BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. • • • • 9� s Oct ek Industrles, Inc. Wed Jan 1708:48:08 2007 Page 1 • • ••• • • • • ••• -2 -1 -7 3-11-0 1 7 -0-2 2 -1 -7 3-11-0 3-1 -2 • ••• • ••• • ••• • • • • • • • • • Scale =1:15.7 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • 2x4 MI120 3 4 •• • • • •• ••• •• 2.83 l •• • • • • • • •• • • • • • •• • 11 10 9 2 2x4 MII20 I I ci 8 St 1110.- -4111 6 5 3x4 M1120= 2x4 MII20 3-11-0 7-0-2 I 1 1 3-11-0 3-1 -2 Plate Offsets (X,Y): [1:0- 2- 4,0 -1-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 / TC 0.87 Vert(LL) 0.00 2 "" 240 M1120 2491190 TCDL 25.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.12 2-6 >680 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 nla nla BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Welght 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2X4SYPNo.3 OTHERS 2X4 SYP No.3 REACTIONS (Ib/size) 2=45510-11-5, 6=495/Mechanical Max Horz 2=240(load case 2) Max Uplif 2=412(load case 2), 6=- 394(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tenslon TOP CHORD 1.80/0, 8. 9=0132, 2- 9=0132, 2- 10=- 13510,10.11=- 131/0, 3-11=-124/65, 3- 4=-8 /0 BOT CHORD 2- 6=010, 54=010 WEBS 3.8=- 4121443 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =loft; TCDL=9.0pst; BCDL6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) -1.6 -8 to 1-5-10, Interior(1)1 -5-10 to 2-9-3, Exterior(2) 2-9-3 to 7 -0-2; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 Ib uplift at joint 2 and 394 Ib uplift at Joint 8. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert: 8- 9=-110 Trapezoidal Loads (pit) Vert 9=0(F=55, 8= 55)- to-3=- 185( F= -38, B= -38), 3=125(F= -38, B=-38)-to-4=-133(F=-41, B=41), 2=- 2(F=9, B=9)- to- 5=35(F= -8, B=-8) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert 8-9=155 Horz: 8- 9=-173 Trapezoidal Loads (pit) Vert 9=26(F= -65, B=- 65)- to- 2=37(F= -59, 8= -59), 2=3(F= -59, B=- 59)- to-10=40(F= -41, B-41),10 - 17(F -41, B=-41)-to-11=25(F=-20,13=-20), 11=82(F= -20, B=- 20)- to- 3=210(F=44,13=44), 3=71(F=44, B=44)-to-4=79(F=49, X49), 2-1(F5, B=5)- to- 6=- 21(F= -6, 8-5) Horz: 9=-26(F=74, B=74)-to-2=-38(F=88,13=88), 2=-5(F=68, B=68)-to- 10=- 46(F =47, B=47),10=10(F=47, B=47)- to-11=- 38(F=23, B=23), 11=- 94(F=23, B=23)- to-3=- 241( F= -51, B= -51), 3=- 101( F = -51, B=51)- to- 4=- 111(F= -55, x-55) Job 6L15 Truss CJ7A Truss Type ROOF TRUSS • • • • Qty e • illy • • • • • • NOELL CONSi. • • • • • • • 0002 Jdb Mertes (ptionaq BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • 14. • • • • 8 Oct 9 ITek Industries, Inc. Wed Jan 17 09:48:09 2007 Page 1 • • ••• • • • • ••• -2 -1 -7 3-11-0 7-0-2 1 1 1 2 -1 -7 3-11-0 3-1 -2 • ••• • ••• • ••• • • • • • • • • • Scale • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • =1:15.7 • • • • • • 2x4 MI120 I I 4 5 •• • • • •• ••• •• 1 2.83 Fff. •• • • • • • • • • • • • • • 3x4 M11/87:.---- N 3 r 10 O. ir 2x4 M1120 I I e. 2 — �] '7 'T — 3x4-M1120— ►�� 2x4 MI12011 3x8 MI120= 1 -11 -15 3-11-0 1 7-0-2 1 1 1 1 -11 -15 1 -11 -1 3-1 -2 Plate Offsets (X,Y): [1:0- 2.4,0.1 -0], [7:0- 3-4,0 -1.8], [8:0- 2- 8,0 -1 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL In (Ioc) Ildefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.04 7-8 >999 240 M1120 249/190 TCDL 25.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.01 7 n/a nla BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -2 -7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X4 SYP No.3 REACTIONS (lb /size) 7 =188/Mechanical, 8=83211 -0-13 Max Horz 8=252(load case 2) Max Upllft8=- 1209(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1.24/51, 2- 18=- 1974/1022, 3 -10=- 1974/1043, 3.4=- 98/43, 4 -5s810 BOT CHORD 2.8=- 1004/2008, 7.8=- 1004/1756, 6.74/0 WEBS 4.7 =297/331, 3-8=- 712/976, 3- 7=- 1775/1015 NOTES 1) Wind: ASCE 7 -02; 148mph (3-second gust); h=10ft TCDL=9.0ps(; BCDL=6.Opsf, Category II; Exp C; enclosed; C-C Exterior(2) - 2 -1 -13 to 0 -104, interior(1) 0 -10.3 to 2-8.5, Exterlor(2) 2-6-5 to 7 -0-2; cantilever left exposed ; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1209 Ib uplift at Joint 8. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (pit) Vert: 1 -2-110 Trapezoidal Loads (pit) Vert 2=0(F=55, B=55)-to-4=-186(F=48, 13=48), 4=125(F= -38, B=.38)-to- 5=- 133(F -41, 8-41), 2=0(F=10, B=10)- to- 6=35(F -8, B=-8) 2) C-C Wind: Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (pif) Vert 1 -2=155 H017: 1-2=-173 Trapezoidal Loads (pit) Vert 2=- 8(F =65, B=- 65)- to-10=20(F= -51, B=51),10=- 37(F =51, 8 - 51)- to- 3=18(F =24, B=24), 3=74(F =24, B=24)- to-4210(F 44, X44), 4=71(F=44, B=44)- to- 5=79(F=49, B=49), 2=132(F=6, B=6)- to- 8=125(F=2, B=2), 8-8(F=2, 8=2)-to- 8= -21(F -5, B=-5) Horz: 2=8{F =74, 8=74)-to-10=23(F=58, B=58), 10=33(F=58, )- to4= 29(F=27, B=27), 3=-85(F=27,13=27)-to-4=241(F=-51, 8=51), 4=-101(F=41, B= 51)4o- 5=- 111(F=-55, 8=-55) Job 6L16 Truss H1 • Truss Type ROOF TRUSS • • • • Qty •1 iii Job 8L18 Truss H2 Truss Type ROOF TRUSS • • • • • Qty • •• it• • • • • Pty • • • •1 • • NOELL CONST. • •• 00004 4 • • • • •• lb Ref nce optIonap BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. • • • • • s Oct ITek Industries, Inc. Wed Jan 17 09:48:10 2007 Page 1 • • • ••• • • • • ••• -1-6 -0 5-5-15 9 -0-0 11-4-0 14-10-1 20-4-0 21 -10-0 r, 1 1-6-0 5-5-15 3-6-1 2-4-0 2-4-0 3-6-1 • • It" 1-6-0 • • • • • • • • • • • • • • • • • Scale =1:42.1 • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • 4x9 M1120= 4x9•M lItO= • • • • ••• • • • • • • 4.00171-1- 4 5 • • • h 2x4 M1120■ 3 0.-1 • • • 21t4 M1120- • • 6 IOW %H M 2x4 M1120= q5 ,0 2 lila_ 16 7 2x4 MII20= II 171 1 I 8 - - M I'm', 12 11 10 9 3x6 MI120= 3x6 M1120= 3x4 MII20= 3x4 MII20= 3x4 MII20= 3x4 M1120= 9-0-0 1140 20-40 i 9-0-0 2-4-0 9-0-0 Plate Offsets (X,Y): [2:0-1-2,0-0-2], [7:0- 1- 2,0 -0-21 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.52 Vert(LL) 0.12 10 -11 >999 240 M1120 2491190 TCDL 25.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.41 2 -11 >580 180 BCLL 0.0 Rep Stress lncr YES WB 0.21 Horz(TL) 0.09 7 nla nla BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 91 Ib LUMBER BRACING TOP CHORD 2 X4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-2 oc puffins. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -2 -13 oc bracing. WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 2=1485/0 -8 -0, 7=148510.6-0 Max Uplift2=- 800(load case 2), 7=400(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/52,2 -15=- 28191 959, 3 -15=- 27281986, 3 -4=- 2201/783,4 -5=- 20361783,5.8=- 2201/783,6.18=- 27281986 ,7 -16=- 28191959,7. 8=0152 BOT CHORD 2-12=-732/2566, 11-12=432/2586, 1041=-452/2036, 9 -18=-73212588, 7-9=-73212566 WEBS 3. 11=6701312, 4-11=- 58/369, 5- 10=- 581369, 6- 16=8701312 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h=10ft; TCDL=8.0psf; BCDL4.0psf, Category II; Exp C; enclosed; C-C Exterlor(2) -1-8-9 to 1-5-7, Interior(1)14-7 to 18 -10-9, Exterior(2) 1840-9 to 21-10-9; Lumber DOL=1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water pondlng. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 800 Ib uplift at Joint 2 and 800 lb uplift at Joint 7. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1.4=- 110, 4-5=- 110, 5.8= -110, 2-7=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1- 2=155, 2- 15=91, 4-15 =59, 4-5=67, 5- 18=59, 7- 16=91, 7. 8=155, 2-7=-12 Holz: 1 -2= -173, 2 -15 -109, 4-15=-77, 5- 16=77, 7- 16=109, 7 -8=173 3) 1st unbalanced Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert 1-4=- 110, 4.5=- 110, 5- 8=-50, 2-7=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 14=-50, 4.5=- 110, 5-8= -110, 2-7=-20 Job 6L16 Truss HG1 ' Truss Type ROOF TRUSS •• • • • Qty 9. •• • • Ply • ••• • •Jib NOELL CONST. • •• •• ••• 0008 HHbPellnce ptiona0 -BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • I • • • 8 I00• Oct ek Industries, Inc. Wed Jan 17 09:48:11 2007 Page 1 � • • ••• • • • • ••• -1-6 -0 I 5-0-0 10 -2-0 15-4 -0 1 20-4-0 1 21 -10-0 1 1 I 1 1-6-0 5-0-0 5-2-0 5-2-0 g-0-0 1-6-0 • ••• • ••• • •• • • • • • • • • • Scale =1:421 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6x10MII20= •• • • • ••* ••• •• 4.00 12 2x4MII2011• • • • • • • 4x11/ rb •• • • • 3 4 • • •• • • • • • 5••• •• rn LIP 2x4 MII20= 14 �- ■ Nimm o A: v 15 c 6 2x4 MI120= in ■ T iii 2 1�1 • mid m� I'7 o 4x9 M1120= 11 10 9 8 4x9 MI120= 2x4 MI12011 6x10 M11161118= 2x4 MI12011 4x9 MI120= 5-0-0 10-2-0 15-4-0 I 20-4 -0 1 1 1 5-0-0 5-2-0 5-2-0 5-0-0 Plate Offsets (X,Y): [3 0- 7 -0,0 -2.8], [5:0- 7 -0,0 -2-8] LOADING (psf) TCLL 30.0 TCDL 25.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004ITP12002 CSI TC 0.74 BC 0.55 WB 0.57 (Matrix) DEFL In (lot) I/defl LJd Vert(LL) 0.42 10 >559 240 Vert(TL) -0.72 10 >327 180 Horz(TL) 0.15 6 n/a n/a PLATES GRIP MI120 2491190 MI116 174/126 Weight 91 Ib LUMBER BRACING TOP CHORD 2 X4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc puffins. 3.5 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or4 -5-8 cc bracing. BOT CHORD 2 X 4 SYP SS WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2=2254/0.8-0, 6=2254/0.8 -0 Max Uplift2=- 1336(Ioad case 2), 5=- 1336(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2- 14=-519912495, 3. 14=5041/2520, 3.4=- 651013357, 4-5=- 5510/3357, 5-15=- 5041/2520, 6- 15=- 5199/2495, 6- 7=0/52 BOT CHORD 2- 11=- 219014808,10.11 =220014851, 9-10=-220014851, 8-9=-2200/4851, 6.5=- 2191/4808 WEBS 3- 11x113/498, 3- 16=477/ 1874, 4-10 =947/701, 5-16=- 977/1874, 5.8. 113/498 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =1 Oft; TCDL=9.0psI BCDL 6.0psf; Category 11; Exp C; enclosed; C-C Exterior(2) -1-6-9 to 1.5-7, Interior(1)1 -5-7 to 18 -10-9, Exterior(2) 18-10-9 to 21 -10-9; Lumber DOL=1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1336 Ib uplift at Joint 2 and 1338 Ib uplift at joint 6. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 8) Girder carries hip end with 5-0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 379 Ib down and 230 Ib up at 15-4-0, and 379 Ib down and 230 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 3=- 110, 3- 5=- 174(F= -64), 5-7 -110, 2.11 =20, 8- 11= -32(F -12), 6 -8=-20 Concentrated Loads (Ib) Vert 11=-379(F) 8=- 379(F) 2) C-C Wind: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=155, 2- 14=91, 3- 14=59, 3-5=127(F=60), 5- 15=59, 6- 15=91, 6- 7=155, 2 -11 -12, 8-11=-19(F=-7), 6.8= -12 Horz:1 -2= -173, 2 -14 -109, 3-14=-77, 5- 15=77, 6- 15=109, 6 -7=173 Drag: 3- 4=-0(F=-0), 4-5=0(F=0) Concentrated Loads (Ib) Vert 11=230(F) 8=230(F) 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1.3= -110, 3- 5=- 174(F= -64), 5 -7=50, 2-11=-20, 8-11=-32(F=-12), 6.8= -20 Continued on page 2 Job' 6L15 Truss HG7 Truss Type ROOF TRUSS .BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. LOAD CASE(S) Concentrated Loads (Ib) Vert 11=-379(F) 8=- 379(F) 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 3=-50, 3- 5=- 174{F= -84), 8-7 =110, 2- 11= -20, 8-11=-32(F=-12), 8.8= -20 Concentrated Loads (Ib) Vert 11=- 379(F) 8=379(F) Qty Ply NOELL CONST. • • ••• • • • ••• •• Z• • • i •• •• • • • • • • • Jeb Rbference pt onal) • • • • r$y}0* Oct 9;008 FITek Industries, Inc. Wed Jan 17 09:48:11 2007 Page 2 • • • ••• • • • • ••• 0006 • ••• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Job 6L15 Truss J1 Truss Type • ROOF TRUSS • • • • Qty • ••• 4 • • • • Ply • • f • NOELL CONST. • • ••• 0005 • • • • • b J fe nce aptlonaq •BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • • • • % Oct 9 glTek Industries, Inc. Wed Jan 17 t$1:48:112007 • • • Page 1 • • ••• • • • • ••• -1-6-0 1 -0-0 1 160 ••• • ••• 1-00 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1:.5 • • • • • • • • • • • • • • • • 4.00 12 2 •• • • • •• ••• •• • • • • • • • • • • •••• • • y • • • • • ••• • •• • 2x4 M1120= A 1 3x4 M1120= 4 I 1-0-0 I 1 -0-0 LOADING (pst) SPACING 2 -0-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.00 2 nlr 120 M1120 2491190 TCDL 25.0 Lumber Increase 1.33 BC 0.24 Vert(TL) -0.01 2 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004ITPI2002 (Matrix) Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purllns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 4=10/Mechanical, 3=289/Mechanical Max Horz 4=1510(Ioad case 2), 3=- 1373(Ioad case 2) Max Uplift3=- 383(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2151, 2- 3=- 142011048 BOT CHORD 2.4=- 1014/1510 NOTES 1) Wind: ASCE 7-02; 148mph (3- second gust); h =10ft; TCDL=9.0pst BCDL=8.0pst Category 11; Exp C; enclosed; C-C Exterior(2); porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 Ib uplift at Joint 3. 8) Non Standard bearing condition. Review required. 7) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1.3= -110, 2 -4=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert 1-2=155, 2- 3=130, 24= -12 Horz: 1 -2= -173, 2- 3=-148 Job 6L15 Truss J1A Truss Type • ROOF TRUSS • • • • Qty • ••• 4 • • • • Ply • • • • • NOELL CONST. • • ••• 0007 • • • • • e J,�b Ii�fe� ,�,�• pdonal) .e BEST TRUSS CO, MIAMI, FL BEST TRUSS CO. s • • • " I Oct F� Tek Industries, Inc. Wed Jan 171&:48:12 2007 • • ► Page 1 • • ••• • • • • ••• -1-6-0 1-0-0 � 1-6-0 1-0-0 • ••• 1-00 ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1: .5 2 4.00 12 ' •• • • • •• • ••• • • • • • • • • • • •••• • • • ••• • •••• • ••• • • • •• y •• • • • • • ••. 2x4 M1120= 1 Ai 4 1 -0-0 2x4 MII2jkg-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loo) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.39 Vert(LL) 0.00 2 '""• 240 MI120 249/190 TCDL 25.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purllns. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X4 SYP No.3 REACTIONS (Ib /size) 2= 393 /0-8 -0, 4=9/Mechanical, 3=- 106/Mechanical Max Horz 2=137(Ioad case 2) Max Uplift2=- 536(Ioad case 2), 3=- 105(Ioad case 1) Max Gray 2=393(load case 1), 4=9(Ioad case 1), 3=171(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1.2/51, 2-3=-75/61 BOT CHORD 2-4=010 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=8.0psf Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL=1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 538 Ib uplift at joint 2 and 105 Ib uplift at joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1- 3=- 110, 24=-20 2) C-C Wind: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1- 2=155, 23=130, 2-12 Horz:1. 2=173, 2- 3=-148 Job 6L16 Truss J3 ' • Truss Type • ROOF TRUSS • • • Qty 1 • • ao • • • Ply • • • 1e • • NOELL CONST. • • • • • 0008 • • • • • Ji pen) X00 (Qpdonaq -BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. • • • • • I. • • • • ••• • • -1-6 -0 Oct 9 Tea Industries, Inc. Wed Jan 17 09:48:12 2007 Page • • ••• 3-0-0 1 10 � 1-6-0 • ••• • •••• 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 44051 •• • • • •• ••• • • ••• • • • • • • • • • • • • •• • • • • ••• 2 • ••• • • • • • 4x9 MII20 • • • • • 4 Scale \\ (, 2x4 M1120= 3x4 M1120= 6 5 1.6-0 1 -10-0 I 3-0-0 3x4 M1120= 1 1-6-0 0-4-0 1 -2-0 Plate Offsets (X,Y): [3:0.2 -0 ,0 -1 -0], [8:0-0- 7,0 -1.8] LOADING (psf) TCLL 30.0 TCDL 25.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC20041TP12002 CSI TC 0.38 BC 0.49 WB 0.42 (Matrix) DEFL In (Ioc) Udefi Ud Vert(LL) 0.00 7 >998 240 Vert(TL) 0.00 8 -7 >999 180 Horz(TL) 0.01 4 nla nla PLATES GRIP M1120 2491190 Weight 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly appiied or 3 -0-0 oc purllns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X4 SYP No.3 REACTIONS (Ib/size) 4=12/Mechanical, 7=1112/0 -8 -0, 8=- 570/Mechanical Max Horz 7=234(Ioad case 2) Max Upllft4=- 11(Ioad case 2), 7=- 1718(load case 2), 8=- 570(Ioad case 1) Max Gray 4=12(load case 1), 7=1112(load case 1), 8=898(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/51, 2- 3=- 13791893, 34=-35/0 BOT CHORD 2- 7=825/1451, 8- 7=-82511217, 5 -8=010 WEBS 3- 7=- 982/1389, 3-6=- 1428/988 NOTES 1) Wind: ASCE 7 -02; 148mph (3- second gust); h=10ft; TCDL=9.0psf; BCDL 6.0psf; Category 11; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 Ib uplift at joint 4,1718 Ib uplift at joint 7 and 570 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1.4= -110, 2 -5=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1. 2=155, 2- 4=130, 2- 7=122, 5-7=-12 Horz 1- 2= -173, 2-4= -148 Job 6L16 Truss J3A Truss Type ROOF TRUSS • • • • • • • • • • • Qty 4 • : • • • Ply µ • • • : •Job NOELL CONST. 0009 Reference (optional) •BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • • • • • • 98400 s Oct 9 2008 Mrrek Industries, Inc. Wed Jan 17 09:48:13 2007 Page 1 • • • • • • • • • • ••• • • • • ••• -1-6-0 3-0-0 3 1-6-0 3-0-0 • ••• • ••• • ••• Scales •r _ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• •• 2 2x4 MI120= 1 4 3-0-0 2x4 MII20= 3-0-0 LOADING(psf) SPACING 2 -0-0 CSI DEFL In (Ioc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.00 2 ---- 240 M1120 249/190 TCDL 25.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/ size) 339/Mechanical, 2=451/0 -8 -0, 4=28/Mechanical Max Horz 2= 234(Ioad case 2) Max Uplift3 -85(load case 2), 2=- 530(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 20/52, 2- 3= -79/14 BOT CHORD 2 -4=0 /0 NOTES 1) Wind: ASCE 7-02; 148mph (3- second gust); h=10ft; TCDL=9.0pst BCDL=8.Opsf; Category II; Exp C; enclosed; C-C Exterlor(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 Ib uplift at Joint 3 and 530 Ib uplift at Joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=l.33, Plate increase=1.00 Uniform Loads (plf) Vert 1-3= -110, 2-4=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-2=155, 2-3=130, 2-4=-12 Holz: 1-2=-173, 2-3=-148 Job 6L15 Truss J5 Truss Type ROOF TRUSS • • ••• •• •• • • • • • Qty 7 • • • •• • • • • Ply •• • • I• • • i NOELL CONST. • Job Reference (optional) 0010 REST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • • • • • • 8400 s Oct 9 2006 MITek Industries, Inc. Wed Jan 17 09:48:13 2007 Page 1 • • • • • • • • • • ••• • • • • ••• -1-6-0 5-0-0 I 1-6-0 5-0-0 • ••• • ••• • ••• Scald =1:` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' •• i41t40.20:I•• •• • IA • • • •• • 3• • • • • • • • • N 2 2x4 M1120= I■ I M a ■ 1 2x4 MI120= M 5 2x411111120 11 1-6-0 1 -10-0 5-0-0 I 1-6-0 0-4-0 3-2-0 LOADING (psi) SPACING 2 -0-0 CSI DEFL In (lac) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.08 5.8 >595 240 MI120 249/190 TCDL 25.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.06 5-8 >874 180 ECU- 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.10 4 n/a nla BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -7.8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9 -0-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X4 SYP No.3 REACTIONS (lb/ size) 4=68/Mechanical, 5y89/Mechanical, 8=82310 -8-0 Max Horz 8= 332(load case 2) Max Upllft4=- 88(Ioad case 2), 5=- 89(load case 1), 6=- 1183(load case 2) Max Gray 4=58(load case 1), 5=160(load case 2), 8=823(Ioad case 1) FORCES (Ib) - Maximum CompresslonlMaximum Tension 3=- 270173, 3-4= TOP CHORD 1.2/51, 2- -9017 5 -8=010 BOT CHORD 2441332, WEBS 3-8=- 6051888 NOTES 1) Wind: ASCE 7 -02; 148mph (3-second gust); h=10ft; TCDL >8.0psf; BCDL03.0psf, Category 11; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL=1.33 plate grip DOL =1.00. 2) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at Joint 4, 69 Ib uplift at Joint 5 and 1183 Ib uplift at Joint S. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1-4=-110, 2 -6=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1- 2=155, 2- 4°130, 2 4=122, 5.8= -12 Horz: 1-2=-173, 2-4=-148 Job 6L16 Truss J6A Truss Type • • ••• • ROOF TRUSS • • • • • • .7 • • • • • • Qty • • • • • • Ply • ••• • •1 • • NOELL CONST. 0011 Job Reference (optional) - BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. • • • • • • • • • • • I •� Tek s Oct 9 2006 MI Industries, Inc. Wed Jan 17 09:48:14 2007 Page 1 • • • • ••• • • • • ••• -1-6 -0 5-0-0 I 1-6-0 5-0-0 • ••• • ••• • ••• Scala =1• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• •••4.(:)V • • • • • • • •• • • • • • •• •• 2 in s- r) a 2x4 MII20= 4 2x4 M1120= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (Ioc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.00 2 -- 240 MI120 249/190 TCDL 25.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 2-4 >999 180 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC20041TPI2002 WB 0.00 (Matrix) Horz(TL) -0.00 3 nla We Weight 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X4 SYP No.3 REACTIONS (Ib/size) 3=211/Mechanical, 2=54810.8 -0, 4=48/Mechanical Max Holz 2 332(load case 2) Max Upllft3y280(load case 2), 2=- 582(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/52, 24=- 124155 BOT CHORD 210 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h=10ft; TCDL=9.0psf; BCDL 8.0psf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 Ib uplift at Joint 3 and 582 Ib uplift at Joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert 1-3= -110, 2 -4=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert: 1-2=155, 2- 3=130, 2 -4=-12 Horz: 1 -2 -173, 2- 3=-148 Job 8L16 Truss T1 Truss Type • • ••• • ROOF TRUSS • • i • • • • • • • • • Qty • • • • Ply • ••• •1 NOELL CONST. 0012 Job Reference (optional) •BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. • • • • i HIB -91 Summary Sheet. , COMMENTARY and RECOMMENDATIONS floc • _ HANDLING, INSTALLING & BRACING ME'I'AL• ' • • • ••• •• TRUSS PLATE INSTITUTE 583 D Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (808) 833 -5900 It is the responsibility of the installer (builder, building contractor, licensed personnel inthewoodtruss industry, butmust, clue tote nature of responsibilities contractor, erector or erection contractor) to properly receive, unload, store, involved, be presented as a guide for the use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect life and installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility property. The installer must exercise the same high degree of safety awareness as for damages arising fromthe use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and information contained herein by building designers, installers, and others. be interpreted as superiortotheprojectArchitect's or Engineer's design specification Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or for handling, installing and bracing wood trussesfora particular roof orfloor. These any part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed In the United States of America. PLATE CONNECTED WOOD TRUSSES* TRUSS STORAGE Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 MECHANICAL :IRfST) LLAs1•jN• • Tag Une Approximately Approximately 1/2 truss length 1/2 truss length Truss spans less than 30'. Spreader Bar `_ Toe In `11111111•- Toe In Approximately Vito 35 truss len . h Less than or equal to 60' Spreader Bar Toe In 11117AiLlii\HI4r11111W-e- Approximately '/z to %s truss Ien • h • • • • • •• • ••• • • • •• • • • • • • • • • Tag Une • ••• •• • • • •• isiftinglevices shtiulol be coelnected to the truss ttip` chord 4itlb a:closed -loop flfiac'hit4erl4 tftilizing fl aferiaV such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. G0D/ Tag Line Toe In ess than or equal to 60' Tag Une Tag Une Strongback/ SpreaderBar 10' Strongback/ SpreaderBar At or above I mid - height Tag Une Approximately Y310 ya truss length Greater than 60' 10' 10' TAINIME Approximately r/i to Y4 truss length Greater than 60' GROUND BRACING:BUILDING INTERIOR (GROUND BRACING: BUILDING EXTERIOR Top Chord 7 r 4, LBT4 Typical vertical attachment End Wall Sid Plan \ Blocking Ground brace vertical (GBv) To• Chord GBV • 1st hues of tread group of trusses; Ind breed (HON V I. Ground brace Ground trace diagonal' (GBD) Ground brace vertical (GBv) Ground Brace • Verticals (08V) \ lateral (L8G) Grour brace \. 1-: of bra lateral (t Bta) group of truss. End brain, (EB) i Ground bracer diagonals (GBD) Note: 2nd f loon system shall have adequate capacity to support ground braces. `- ldfloor Backup ground stake let floor Driven ground stakes - Strut (ST) Typical horizontal tie member with multiple stakes (HT) Frame 2 too `1`_401 • • • • • • ��► • ••• 12 -� 4 or greater • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • •• ' • • • • • • • • • • • SPAN • MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Ono 321... 't112 8' 20 15 9frer 32': 4p' .64/12 - 6' 10 7 • Over 48'• 66' • 4/12 5' _ 6 - 4 Over 60' See a registered professional engineer • •• DF - Douglas Fir -Larch ... • L-IF - Hem -Fir • •• • • • • • • • • • •Ali lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Flr Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top chordsthat are laterally braced can buoke togetherand cause collapse &there le no d sago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to thetopelde of the top chord. 3 4m 0 .0 PITCHED TRUSS r SPAN ; MINIMUM', PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD. DIAGONALBRACE SPACING `(D%). (# trusses); SP /DF SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required All lateral braces lapped at least 2 trusses. 12 5 r-- %>: /j�4 rr ANNIANINV try AdWrAAdi#11.1r Frame 3 Toucherds that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS t`411116■� `4►�j�� I i �_ • / ■11167 111.11 �{ _\ • •.• • • • • •• • • • • • • ••• • • • • • • • • ••• • ••• • • • • • • • • • • SPAN MINIMUM PITCH BOTTOMCHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (Ms) (# trusses] SP /DF SPF /HF UQ to 32' 4/12 15' 20 15 Dviar 32' - 48' 4/12 15' 10 7 pv }r 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the budding and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. �_ Permanent continuous �? lateral bracing °� as specified by the truss engineering. o WEB MEMBER PLANE Frame 4 • SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) • TOP CHORD • • DIAGONAL BRAl E SPACING (DBs) [# trusses] SP /DF SPF /HF Upto32' 30" 8' 16 10•', •1 4 • i Over 32' - 48' 42" 6' 6 Over 48' -60' 48" 5' 4 S i • Over 60' _ See a registered professional engineer ' ' DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fir • 2�ctF�2 :Q P34RiLLEL :C�i ©F?D,TR�ISS • •• • • • • • • • • • ••• • • • • • • • • • • • • ••• Top chords thatare laterally braced can buckle toget herand cause collapse inhere is no diago- nal bfpcinga Qlegonal brgcingglio1id be nailed to** and.rside of thgtopechora When purling •ar#att Sbhe�dRo thetopbid. of tt top chord • • • • • • • • • • Continuous Top Chord Lateral Brace --{ Required 10' or Greater Attachment Required • • • • • • • ••• ruses ►. -APP" - �.Ij �j/P,/.,,/ 111111* � 30' or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are esserttal`l stability and must be dupllca both ends of the truss system. 4x2 PARALLEL CHORD TRUSS:TOP CHORD 1 Top chords that are laterally braced can buckle together a nd cause collapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment , Required 30'(De S Trus ses s1 @ 2' End diagonals are essenta[tor .P. stability and must be duplicated on . both ends of the truss system. Frame 5 X X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. MONO TRUSS I SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) ••• • • • TOI:CHVIV?; DIACONAL BP1AFE SR L1CiIN6 (DID)• (# trusses] SP /DF SPF /HF Up to 24' 3/12 8' •••17 • 1g•• Over 24' - 42' 3/12 7' • • 1 • • 6 • Over 42' - 54' 3/12 6' • :6: 4 • Over 54' See a registered professional entjinetr • DF - Douglas Fir -Larch HF - Hem -Fir ••• • • • •• •• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • •i • SP - Southern Pine o• SPF - Spruce -Pine -Fir • • • • 04 (t yo'• • • p.ti Diagonal brace also required on end verticals. 12 3 or /N, greater Top chords that are laterally braced can buckle togetherand cause collapse inhere teno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling§ are attached to the topside of the top chord. All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required omrnen PLUMB Truss Depth D(in) Maximum Misplacement INSTALLATION TOLERANCES D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1 -1/2' 6' 84" 1 -3/4" 7' 96" 2' 8' 108" 2" 9' Lesser of D /50 or 2" Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. 1 T Length L(In) BOW ............................... L(In) L(in) L'200 L(ft) 50" 1/4" 4.2' 100" 1/2' 8.3' 150" 3/4" 12.5' Lesser of L/200 or 2" L(In) Lesser of L/200 or 2" — L(In) L/200 L(ft) 200" 1" 16.7' 250" 1 -1/4" 20.8' 300" 1 -1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. Frame 6 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ... • • • • • ••• • ••• • ••• • ••• • • • • • • • • • • • • • M !� ADE • • • • • • • •MIAMI -DADS COUNTY, FLORIDA • • • • • • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • • • • • • ••• • . MIAMI, FLORIDA 33130-1563 • • (305) 375 -2901 FAX (305) 375 -2908 • • • • NOTICE OF ACCEPTANCE (NOAH .. ..... • Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LUS, HUS, HHMJS, HGUS, HGIIQ, SUL/R, HSULJR, THASL/R & THA. APPROVAL DOCUMENT: Drawing No. DC230I, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with n� revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Gilstrap, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 00- 0512.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02 -0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 ••• • • • ••• • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • SIMPSON Strong'ie SUR L9 HSU1 '• • •• • • 1LH angers ••. • • • • • • • • • • • • • •• • • • • • • • • • • 2°A 6'l�' • • HEADER HEADER JOIST SUL /R & HSUL /R INSTALLA TION AL4 31114, •• • • • • 1 I •• • • • • • • • • • • • • •• • • • • • 4 545" 6_27/5" MIN. (4)10d NAILS INTO TOP OF HEADER THASL /R INSTALLATION 15/8" (Y/8" for THASL218 -2) HEADER SQUARE 2 cur JOIST PLAN VIEW OF SKEWED HANGERS MODEL NO GAUGE FASTENERS ALLOWABLE LOADS HEADER JOIST UPLIFT (133) FLOOR (100) . SUL/R26L3 16 6 -16d 6 -10dX1 1/2 665 , 865 HSUL/R26 -214 14 12 -16d 4- 16dX2, 7/2 585 1315 THASL /R218' 18 18 -10d' 4 -10dX1 1/2 — 1250 THASL/R218 -2' 18 .18 -10d' 4 -10dX1 1/2 — 810 1. A minimum of (4)10d Nails must be nailed into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable Iood is based on a minimum of 2" thick heoder 4. Allowable Toad is bused on o minimum of 2" thick joist 5. Joists shall be mode of lumber with o SGa0.55 or better SIMPSON STRONG —T1E. INC, 1720 COUCH OR. MCKINNEY, TX 75069 TEL: (800)999— 5099 Dwg #: D02301 Date: 6/02 Scole: NTS Dwg by: D$B Chk by JMG Sheet A. of • • •••• • • • • •••• •• •• • tmt. •• •• • MAXIM3IIA� 9I4ANG$ • • •.• • ••• • • ••• 8• ••• • ••• • •• • .1*• • ••• • MAIL. • •\,11 •• ••• •• • • • • •• • • • • .. 2 OVERMANQ WITHOUT RETURN . • LEDGER BOLTED TO THE TIE BEAM t8Y BLOB) CI4A1 bE OMtm° FOC O,N. 24') OVERHUNG WITH RETURN GRADE OF LUMBER 18 PSF SOFFIT 2 PSF SOFFIT 2X4 2X0 2X4 .• 2106 MONO 19 SP 2-8-3 3-18-11 2-8-3 4-2-9 . No.2 19 SP 2-9-15 4-0-11 2 -1040 4 -4-11 No.20 19 SP 3-8-2 4-4-7 3-0•0 4-8 -12 No.IM3 19 SP 3-8-2 4-5-8 3-0-0 4 -8 -11 Nal 19 SP 3-1-11 4-7 -15 ' 3-0-0 49 -13 No.1D 19 SP 3-3-0 4-9-18 3-14 440.15 NOSS 19 SP 31-1 5-0 0 3.0.0 4-9-13 SS 18 SP 34-0 5-1-3 S -1.6. , 4.10.15 DSS 19 SP . 3.3 4i 5-2.4 34-0 . 4.11-is ': ; MU 1. DESIGN C*1Ec oD FOR 145 MPH WIND LOAD. 2. STRESS INCREASE - 33 S. iitIMELSESIOMINEL T.C. 2 x 4 Na 2 19SP S.C. 2 z 4 Ne. 2 W SP Webs 2 x 4 N..3 10 SP UMW_ TOP BOTTOM SPACING: 24' O.C. 036f) .j.._ 30 0 FLORIDA BIADNG ODDS 2001 15 10 STRUCTURES USA, INC. otos) 740 -SETT -Rat DsMON! i SUPPLY ALL IWO OR STIIL CON$$CTORS- REMBERTO CONTRERA Consulting Engineer Civil 30 N.W. 87 Avenue Miami, FL Phone: (305) 8 (Florida P.E.; O`V f �� N 11 2004 APPROVED FOR STRUCTURES USA, INC. FN. Name: Mmkvwm Owrh s (N.v2944 td• Sheet Maximum OwtAup • •• •• • • • •• •: • - .CMII401. $0. • 1 • •.• • ••• • ••• •• • • • • • • •• • CORr *." • • • • �A°� • • • • • • • • . • • • • • • . • . . • . COMMON JACK (TYP.) • • • • \ • • • • • • • •• • TOP CORD CONNECTION: Comer Jacks - USP - RT3 7' -0" JACKS - USP - RT3 5' -0" JACKS - USP - RT3 3'-0" JACKS - USP - RT3 1' -0" JACKS - USP - RT3 Min. P =1.4I Max. P = 6.5 2x6 STD. HEEL Kr. Max --\3 NOTE: 12 } • • • • • • •• • • • • • • •• •• • • • • • •• •• T-0' JACKS PARTIAL ROOF LAYOUT 34 Max. BOTTOM CORD Comer Jacks - T-0" JACKS - 5'-O" JACKS - 3'-0" JACKS - 1'-0" JACKS - CONNECTION: Simpson - SU26UR USP - CLPBF (2) 8d NAILS (2) 8d NAILS (2) 8d NAILS COMMON JACKS THIS DESIGN HAS BEEN CHECKED FOR 146 MPH WIND LOAD. WALL Hi 10 FT MAX. PROVIDE FC R UPLIFT AT WARING WALL CONhECTIONS 925 Ib. STRESS INCREASE= 3396. MINIMUM GRADE OF LUMBER: LOADING (PSF) _L___ D FLORIDA BUILDING T.C. 2 x 4 No. 2 19 SP TOP 30 15 CODE 2001 B.C. 2 x 4 No. 2 19 SP BOTTOM 0 10 Webs 2 x 4 No. 3 19 SP SPACING: 24' O.C. NAIL DESIGN LOADS (ACCOt, TO NATIONAL DESIGN SPEC.) FOR GROUP 9 SPECIES (S.Y.P.): 8d COMMON NAILS = 78 M. (Shear) 10d COMMON NAILS = 94 80. (Shear) USP HANGERS DESIGN LOADS (ACCORDING TO MIAMI-DARE BUILDING CODE COMPLIANCE OFFICE I PRODUCT CONTROL DIVISION): RT3 HURRICANE CLIP = 365 ib. (Uplift 133%) wt(8) ad x1-1/2" NOA No. 02-0128.05 CLPBF BUTTERFLY HANGER = 815 lb. (Downward) w/ (15) 6d NOA No. 01- 1015.02 SU26RIL = 665 lb. (Uplift 133%) & 1,081 lb. (Downward 125%) wl (6)16d to Header & (6) 10d x 1 112° toJlt NOA No. 02- 0719.02 STRUCTURES USA, INC. Call 17 -e" tarS (305) 740 -5577 'AE i MHR.T ALL •� @ sin. 6 701�- MAXIMUM ALLOWABLE LOADS: JACK SIZE T.C. (Node 2) Corner Jack T-0" 5'-0" UPUFT (133%) 3651b 36561 365 8s ROOF (125 %) 365 lb 365 lb 365 lb 3651b 365 Ib 385 lb 365 lb B.C. (Node 3) Comer Jack T-0' 5'-0' 3'-0" 14-0° UPLIFT (133%) 665 lb 0Ib 208 M 2081b 2081b ROOF (125 %) 1.081 lb 815 lb 195113 195 81 195 61 `.� 2005 NOV IA FiEMEERTO CQ 'RERA$ .P.E Consulting Engineer' Civil%Structur 30 N.W. 87 Avenue, #C -101. Miami, FL 33172 Phone: (Florida PE 621522) 7 FlIe Name: Hanger Cale - Corner Jack Set 7 ft (Nw 8 - 05).xls STANDARC l.ittR4 f II�B BRACING • ...e..• .... TRUSSES o 24" 0.C. TM. • ... . ... • • .. • • • .•• .•• •••• •• • 4:. 1\ • END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X- BRACED AS NOTED ON THIS DETAIL NOTE: 1x4 or 20 LATERAL BRACE PER TRUSS DESIGN MATH 2 -1Od NAILS PER WEB FOR FORCES UP TO 4600 As. FORCES MI EXCESS OF 4600 Us. REQUIRES 2x6 /3 OR BETTER. PROVIDE X- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACING DETAIL ALT. LATERAL BRACING DETAIL TRUSSES 0 2•" 0.C. TYP. • B d -7•"I : 1•;" f =' "'7 ( Tr_ ME'.11.1 Milan III NOTE BRACE MUST BE •90% THE LENGTH OF THE WEB. 'MIS DETAIL 15 TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. (AGCOROING TC NATIONAL DESIGN SPEC.) FOR GROUP I1 SPECS (8 Y P )• 10d COMMON NAILS • 04 b. paw) 10d COMMON NAILS r. 10T b. (Sher) MIMAThilatlaccamt 1 (Fen L Q_ FLORIDA BUILDING T.C. REFER TO SEPARATE TOP CODE 1001 B.C. B.IGI EERWODWG. BOTTOM Webs SPACING: 1A" GC. STRUCTURES USA, INC. (305) 740.5577 1Mt MOM • SUPPLY ALL KIND OP MTh GO1*IMMITOW Fie Neme: Std WIN* Web Bracing (Nov 19•04)•ele Sheet: Std !Meryl Web Bracing nGtvwe- -,.; • ��{IQCSAiIUb pVC. Consultin 30 N.W. 87 Avcn.ie, NC-101 Miami, FL 33172 Phone: (305) 8874797 (F!orida P.E. 21522)