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DGT-07-1728service upgrade Passed Inspector Comments li Sim a/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Pet Inspection Date: 09/23/2008 Inspector: Devaney, Michael Owner: GAYLES, DARRIN Job Address: 157 92 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: METRO ELECTRIC SERVICE INC Building Department Comments Monday, September 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)984 -1153 Parcel Number 1131010331010 Lot: Phone: 305 - 945 -1991 DMIll1 Page 2 of 2 ar . v BUILDING PERMIT APPLICATION FBC 2004 Training /Education Fee $ Miami Shores Village Building Department City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /0 /(7 / a 33 /0 / Is Building Historically Designated YES NO Se v v c.e_ upc etc__ MAY 9 2008 MIAMI SHORES S VILLAGE Technology Fee $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. El O U " rt.- Master Permit No.OErO7 1 iz( Permit Type: Electrical Owner's Name (Fee Simple Titleholder) D/f t 6#y1-&1 Phone # 9S4"-4 Ye4 Owner's Address 4)" iv dJ 9 J City " ' � State 1 Zip Tenant/Lessee Name 71n�it t - �L Phone # E -MAIL: Ot -ipe' Job Address (where the work is being done) /5 A— off- Zip b ,-)...,,_Le Contractor's Company Name ME—VU E 4. Glv c- .9 e V e.Ae_2, Phone # ?Sy W 0 .62A y Contractor's Address 3 s N L✓ r6 - teili 0 4 Q_ City / 1/44 ` K .2 j State l-(__ Zip 3_9 3 f 4 Qualifier Name ► /a u (AJ S 'r Phone # State Certificate or Reg No. E C 00 OO J3f Certificate of Competency No. E -MAIL: `� 7 co x-4 �trA -0O 0. coil Architect/Engineer's Name (if applicable) llt-/' Phone # Value of Work For this Permit $ 1/ 0 a t) Square / Linear Footage Of Work: Type of Work: ❑Additart ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: * *********** *****$Xx.9:. W *** * **Fees* * ** * * ***** * *********** ** c*************** *** Submittal Fee $ Permit Fee $ /64 " CCF $ CO /CC Notary $ Scanning $ Bond $ Code Enforceme Double Fee $ 1 Structural Review. $ ' ' Total Fee Now Due $ 1 ` (y , 1 G 1 Radon $ DPBR $ Zoning $ 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 V l/ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be roved and a reinspection fee will be charged — 0 The foregoing instrument was acknowledged day of k'1 ,20 0 ('by who • Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) to me or w ' has produced As identification and who did take an oath. NOTARY PUBLIC: e this I Signature Contractor The foregoing instrument was acknowledged before e this day of ,20�' c who is personally kno me or o has produced as identification and who did take an oath. NOTARY PUBLIC: J.A. KHAN COMMISI ; N #DD437652 IRES: p 06, sta Sign: Print: My Commission Expires: ************************* * * * * * ** ** * * * ** * * * * ** * ** ** ** * * *: r ************* ******** * *** *****x *** ww xw x *** , r ' epe Plans Examiner Engineer Zoning PERMIT #: e(, C S- N ami Shores Villave BY DATE MVO DEPT BLDG DEPT .4X. A e' -ye SUBJECT TO COMPUANCE WITH ALL FEDERAL ` STATE AND COUNTY RULES AND REGULATIONS \ b AWN M -w G'AfLE'S 157 N,YV, 2 sfi 5 giatce OF 2.00RMAR Zoo A mito SW ' TScor iSEY� IE� G(LP'^\ # t'opDJa • •. • • • •.• • • • • • • • • • 6' ... • • • • • • .. 200 .. • • • • • • • • • • • • • • •: • • • 04 • • • • •.. • • 34 2/0 1'%N cL.) 14 6 -tett}N c v G,R.DuJ JG- 2."COIioolT 144 -rotkg co, 1/211 CONbIIT -ro ca.i P og Gv.a00o gbS Mi. Kew &altos L57 NM, R2 5fi Zoo A laza. Zoo A MAIO SW 'DhTscaavEcr TH1S E J0• A TIME IN • k ' E *": . . . • . . . . •.• . . ...... 4 .e. • •• •• • • .• .. ••• • . • • . • • • ;41'z /0144 U 2. "e o$b*V 200 ••• • • • ..... ... • • • • • • . • . . . . .. • SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RUES AND REGULATIONS 3 a/o - 1144041 cv 14 6 c L. GrovorANKr 2a c o r evr I 341k ct) cotJw T TO ci.i P e' &(W$ 0 +Robs # NOISM3A103 � NVN9'VT t c o o o o IFY SPA ELECTRICAL HOOK UP/ GFCI BRIK OUTSIDE LUP LIGHTS, GFCI OUTLETS Passed Inspector Comments please call Phillipe (305)734 -8827 V Failed A- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/23/2008 Inspector: Inspector, Default Owner: GAYLES, DARRIN Job Address: 157 92 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: METRO ELECTRIC SERVICE INC Building Department Comments Monday, September 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)984 -1153 Parcel Number 1131010331010 Lot: Phone: 305 -945 -1991 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Owner's Address 167 ) 0 CA) 'V City &) �-4.t( 6 a C� State 4--\ Tenant/Lessee Name Ts Building Historically Designated YES Contractor's Company Name t4 Contractor's Address ( 7 J' i✓ u) City t-1 6c-.E: State Qualifier Name .1 o 4 c (4 I Vd Submittal Fee Notary $ Scanning $3� Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 Tel: (305) 795.2204 Fax: (305) 756.8972 E-MAIL: Job Address (where the work is being done) G i a-!<� . ( ( S 01,3 ok 2_ t City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # State Certificate or Registration No.�C0b d J � Certificate of Competency No. E -MAIL: Cp ( L Architect /Engineer's Name (if applicable) Value of Work For this Permit $ (11) Square / Linear Footage Of Work: Type of Work: T Addition ['Alteration ❑New 1=1 Re air /Re p p lace El Demolition Describe Work: SPA (Q C'r c,,q-( v P/ 6R-5 (C e. (N e 1c` S p z "S **************************************F a' xxxxxxxxxx* �Ya **xxxxxx�Y�YoYxxx**xxxxxx*xx**x $ Permit Fee $ /✓ �. Gip Training /Education Fee $ , 40 Radon $ DPBR $ Code Enforcement $ Double Fee $ Phone X 1)� OCT INECMITUEI it d 1 2d01 ILL B Y: --� Permit No. Master Permit No. D@T (n- Zip Phone # Phone# Is-(4 wt) .t j c e &a_ . -915 e% zip 33 Phone # V V/° G 3 Phone # CCF $ t . 2.0 CO /CC Technology Fee $ '- Zoning $ Total Fee Now Due $ 125.5S See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State 1 f ' Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi 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: 1 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 Sign: Print: (Revised 02/08/06) My CommissioD Expires: \\\ xrxxxxxxxvicx*Ivarxxxxxtrarw* Y******* xxxxa 'Y APPLICATION APPROVED BY: Owner or Agent The foregoing instrument was acknowledged before me this day of ,fl t D 7 by Pk Alt ie A 1-e who is personally known to me or who has produced t/ As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this 22 day of s.e v % , 20 b 1 , by Do ct ' (4 S J n21' d0'Zd who is personally known to me or who has produced t/ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi xxxxxxxxxxxx *****xxxx *xxaYxx *xaYx**** 4****a &xeexeY********************Se** Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): ` Budding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ''` craw-A 6 ( .. l Phone # '3°5 — 2_2 5 -' 7 Owner's Address )6r7 `� � i V\) C(�5}P.� City M k 1 GM V V[2 State CC Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 15 fl f'J 2 &fQ2 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # g I ° ea j -- e t o Is Building Historically Designated YES NO Contractor's Company Name EAl OVISTRotal On Phone # - 357- TS 7 Contractor's Address 1 �—� City rr 1 Qualifier Name State Certificate or Registration NoCX C t 09- 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) TR_ON-N Value of Work For this Permit $ OCO Describe Work: 1 Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace � C 1 V1 * ** * * ** , ** * * *, * **** *** * * * * *, * *,r * *,r * *, F * * * ** * * *,r ** *** * * *, * ** * **** *** * *,t * * * * * * *** ** Permit Fee $ Notary $ !/ Training/Education Fee $ Bond $ Code Enforcement $ Zip Phone # Phone # j AUG 1 5 2007 A BY: Pe No. VO 1-1 1 z-1 Master Permit No. Zip 3 n3(75 Square / Linear Footage Of Work: ) 2 b Sct, E 7 CO /CC Scanning $ Radon $ DPBR $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reye. l sa Demolition HORES VILLAGE 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 recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days aft- the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspectio z fe i be charged PB CUOBERTGUTIERREZ t =� � L\(1 COMPIISSIONdf DDS " RES: 10 1 7.2009 B-0153._ Florid li tor tin) Signature Owner or Agent ) Contractor The foregoing instrument was acknowledges ; fore me this ! The fore oing instrument was acknowledged before me this / y � u day of P -, - - 0 11, by , day of 20 �y , wh . ` " ' rsonally known to e or who has produced who is p rsonally known > me or who has produced NOTAR Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification an ' . , did take an oath. NOT Sign: Print e Y .1. LIQbBERT GUTIERREZ 1 � < AI1't t)A1A11tiSlt)N N Marla 410 f; S. Due "7.2809 o! 4 s+ (A07) =eolss w� al► My Commission Expires: an oath. Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Pee Simple Titleholder) Clvvner' Address 1) 14//4 1 : � �e2/! city 1 S1 % rt 4 State (i- Tenant/Lessee Naxne: Email o� (v6 Job Address (where the work is being done) Is Building Historically Designated YES Architect/Engineer's Name (if applicable Mia mi Shores Village Building Department 1 0050 N.E.2nd Avenue Miami Shores,: Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S: PHONE NUMBER: ` Permit Ne, T Master Permit No r( les Phone # c3 q q / ,s 3 Zip . 3, if,S Phone # 7. 141 City Miami Shores Village :. County' : 1Vliami -Dade ,,_ ,;zi 33/ SQ FOLIO I PARCEL # / C3/ O/ 433 ' i2 i Gd NO Contractor's Company Name Contractor's Address City State Zip . . Qualifier Name Phone # State Certificate or Registration No Certificate of Competency No Contact Phone E -mail Phone # Value of Work For this Permit $ Square / Linear Footage Of Work; Type of Work; [Addition [Alteration [New : 0 Repair/Replace Describe Work: Ro.iee..�22/ eq c) 7 - /22cr A.ize( elZ2 e d *** ********* ** * * * ******** **** * * * ** *** * ** Ee *** ** * ** *** :. ** *ww ** **** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Phone # . • CCF $ Flootl'Zone See Reverse side -+ ,. 0 Demolition Cris 7 L .c fc/Z -• CO/CC $ Technology Fee $ Bond $ 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 ' er 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, TAS and AIR CONDITIONERS, ETC..... Signature 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." • Owner or Agent The for oing truinent was at ow a gel b fore : e this day of .c A , , 201 U, by 6114 _ . rit who is perso A lily known to me or • • s produced ': As identification and who did take an oath. NOTARy1rUBLIC (Revised 07 /10 /07)(Revised 06/10/2009) .APPROVED BY Plans Examiner . Zoning Engineer Natic to Applicant Al . a condition to the issuance of ii building perrnit 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 certifc = .py of the recorded notice of commencement muss be posted at the job site r the first , f "nspectivn.>whzch occurs seven (7) da er the building permit is issued. In the absence of such posted ,notice, #hc inspection will not be' approved and f, inspect' will be charged. Contractor The foregoing instrument was acknowledged before inc this day of , 2© , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * * * ** * * * * * * * * * * * * * * * * * * ** Clerk checked Wood deck NOTE: AFTER 4/22/08 THEY MUST PAY RENEWAL BECAUSE IT WAS EXTENDED AS COURTESY FOR ANOTHER MONTH. Passed ;;;;/ Inspector Comments ( t_______ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -58798 Permit Number: DGT -8 -07 -1728 Inspection Date: September 10, 2010 Inspector: Bruhn, Norman Owner: GAYLES, DARRIN Job Address: 157 NW 92 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ER CONSTRUCTION Building Department Comments September 09, 2010 For Inspections please call: (305)762 -4949 Permit Type: Decks/Gazebos/Trellises Inspection Type: Final Work Classification: Deck - Wood Phone Number (305)984 -1153 Parcel Number 1131010331010 Phone: 305 - 220 -0628 Page 1 of 1 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Submittal Fee $ Notary $ Scanning $ Code Enforcement S Total Fec Now Due 8 (Continued on opt►osiw sine. Radon S 1VAld11111 1311ui es V wage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Training/Education Fee 8 Fi? 7 1 � = AUG 1 5 2007 ``' Master Permit No. BY: _0/ Electrical Plumbing MechtaniGal Roofing Permit 8 Value of Work For this Permit r D CORD Square Footage Of Work: 11 0101A:=-- %-,eb . rob 510 fell in No. 0 1 r 7 p 1 - 12-3 Owner's Name (Fee Simple Titleholder) na `L,, e t�,� EK Phone # ScP:.� —1 6 °'L + l” Owner's Address 1 S" t0 0 . q, �? Cit (J gm( Skuyo,5 State ____.-- Zip / .5 0 Tenant /Lessee Name 4 Phone #�� �l Job Address (where the work is being done) / 5 NCl/ e nd ✓T - . City , Miami Shores Village County Miami -Dade Zip 5''3(S is Building Historically Designated YES NO_______ Contractor's Company Name 4j , c S4 C.` eve / J L c Contractor's Address 1 mac' - , 0 � �� a City l UJ M State Zip 3 3I 71.S �,.,� � Qualifier �',� Phone # WS- Z be State Certificate or Registratio)t Rio. C CO C- 1 cOL-Wn Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ( OD si F-`1" Type of Work: ❑Addition [lAlieration ► i ew ❑ Repair/R.eplace Describe Work: W c ' c154(-t- ****************************F *** * ** * * * **** F ees * * * * * * *** * * ** * ** ***** * *** * **** Ob GOO l Permit Fee 8 Z2 CCF G-�U CO /CC 2. 'DO Technology Fee $ 5(.05. Zoning Bond 8 Structural Plan Review. $ 60 j'v 326.63 OCT 1 6 Zoos CK - 13h MIAMI SHORES VILLAGE ❑ Demolition 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 al the job site for the first inspection which occurs seven (7) days . ' < the building permit is issued. In the absence of such posted notice, tke inspection will not be approved and a reinspectio = 'ill be charged. Signature Owner or Agent The foregoing instrument was acknowledg - me this day of AU{ 1 b , 200, by w� is rersonally known me rNet tpisp igeViT R IY tNINtissioti ' • 114► n a + 0 b':S'. oatl i'DFtb® 15o�� Notary Servioe.com NOTAR Sign: Print: My Commission E p es: APPLICATION APPROVED BY: Cho 05/13/03 Signature The foregoing insult day of who is person Contractor efore me'this Et d who did take an oath. NOTARY PUBLI Sign: Print: My Commission Expires. ****************************************************************************** ** * * *'k # * * * **** * * ******* ** ***** ir/A6/0? � 6-e4-eT' plans Examiner NOTICE OF COMMENCEMENT 111111 11111 11111 11111 11 11111 1111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.j 1 ' 31O1. .0,33-1010 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. Description of improvement: V_ C) 3. Ownells) name ddres s: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) F FLORIDA, COW Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner t r'`' or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Com- AFT different 1 pecifi Signature of Owner Print Owner's Name Sworn to and sub Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/06 con -1 Giat efore me this2-R day of je3 EXPIRES: Dec. 27.2009 CiFN 2007R03613 OR Bk 25892 Ps 2043; tips) RECORDED 08/30/2007 10:29:41 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE ement: (the expiration date is 1 year from the date of recording unless a Prepared by�c•JC--' , 2O Add ress -L i - . S 5LU - J•• • •. • ••• •• •• • • • •• •• • • • • • • • • • • • ST'RUCTu L ES1GN •• • • • •• • •• • • • • •• • • • • • • • • • • . •• • • • •- - • • • .• • • •• • ••• • • • • ••• • • ••• • • .. . • •• • •• • • •" •1 ••• •• • •• • • ••• • • • '• •• • • • • ..• • • • • s • • • •• • ••. - • • • • •• Aar 5 20011 MR. DARRIN P. GAYLES 157 NW. 92 °d STREET MIAMI, FL. 33138 MARION CORO REGISTERED ARCHITECT OFFICE: 1632 SW 8th STREET . SUITE 200 MIAMI FLORIDA 33136 PHONE:(306) 631 -8199 FLA, REGISTRATION # AR- 0016263 WOOD PROPERTIES: • • Enter Allowable Stress: Max. Shear • • .•. • • • • . • • • • .. •• • • • • • • • • • • • • • .. • • • • • • • • • • • • • •• • • • • • Sreq .— w.L V :- 2 M. 12 Fb 1.5.V Areq : Fv AllowA :— L•12 K Enter wood section to trial Width • • • • • ... • . . • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • WOOD BEAM DE'3IOa •' • • • . • . • • • • • . . . . • . • • • SOUTHERN PINE No.2 DESIGN VALUES IN PSI Size Bending Shear Compression Modulus of Mast. Classification Fb Fv Fc E 2-4" thick, 2-4" wide 1500 90 565 1600000 2-4" thick, 5 -6" wide 1250 90 565 1600000 2-4" thick, 8" wide 1200 90 565 1600000 2-4" thick, 10" wide 1200 90 565 1600000 2-4" thick, 12" wide 975 90 565 1600000 Fb := 1200 psi Fv := 90 psi Fc := 565 psi Enter Beam Span and Spacing: L := 10.33 ft S := 1.33 ft Enter Uniform Total Load: w := 55.S w = 73.15 pif Enter Deflection Criteria: L/240, L/360 K:= 360 Max. Moment M := 1 •co.L M = 975.72 ft 8 V = 377.82 }Sreq = 9.757 1 (Area = 6.297 I in in �A }}ciwQ = 0.344 lbs. b := 2 in h := 8 in . Wood section 2 "x6" +3 "x6" ( Equivalent Width = 4.5 in used to obtain bcr) • • .•• • • • • • •• • • • • .. • • • • • • • • • • - . • ••. • • • • • • • • • • • •.• • • • • • Aprov:= bcr.hcr USE1- 2" x 8" WOOD SECTION SP No. 2 • ... • • • dcz ;f(b. <'$,b ;A.S,j) =. OVA, • bcr = 1.5 • • • • • • • • • • • • • • • • • htr : =1f(h <•l',$ —D.5,h —b.75) her = 7.25 • " • • 1 ••• •• Spray :1 ben:--r • • liBprovs • 13.141 • • • • • • • • •• • • • • • ••• •• Aprov = 10.875 A :_ 5 co (L.12) 384 12 bcr•hcr3 •1600000 12 1 1113 n IA = 0.246 I n Scontrol := if(Sprov < Sreq, "NOT O.K." , "O.K. ") Scontrol = "O.K." Acontrol := if(Aprov < Areq, "NOT O.K." , "O.K. ") Acontrol = "O.K." Acontrol := if (A11owA < A , " NOT O.K." ,"0.K.") Acontrol = "O.K." • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • . • • • • • •• • • • • ••• • • • •• • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • WOOD GIRDER• NI :DgP 1 •;' • • • • • •• • • WOOD PROPERTIES. • • • • • • • • • • • • • SOUTHERN PINE No.2 DESIGN VALUES IN PSI Size Bending Shear Compression Modulus of Elast. Classification Fb Fv Fc E 2-4" thick, 2-4" wide 1500 90 565 1600000 2-4" thick, 5-6" wide 1250 90 565 1500000 2-4" thick, 8" wide 1200 90 565 1600000 2-4" thick, 10" wide 1200 90 565 1600000 2-4" thick, 12" wide 975 90 565 1600000 Enter Allowable Stress: Fb := 1200 psi Fv := 90 psi Fc := 565 psi Enter Beam Span and Spacing: L:= 7.5 ft S:= 7.25 ft Enter Uniform Total Load: co := 55.S w = 398.75 pif Enter Deflection Criteria: L/240, L/360 K := 360 Max. Moment M := 1 .w•L M = 2.804 x 10 ft 8 Max. Shear V := w — 2 Sreq M.12 Fb 1.5.V Fv Allowb :_ L.12 K Areq = V = 1.495 x 10 lbs. ISreq = 28.037 I (Areq = 24.922 in in IAllowA =0.25 1 in Enter wood section to trial Width b := 4 in h := 12 in Wood section 2 "x6" +3 "x6" ( Equivalent Width = 4.5 in used to obtain bcr) 1 • • .• • • • .••. • 0 .• • • • •. • . • • • • • •. • . • • • . • • •. • • • • ▪ • . • • • • • 1• • . • • ••. •- •.. tict :=1" jf(b <'st,b •.A3,1) =. (C75). bcr = 3.5 • • • • • • • • • • • -• . • • • • • h'cr := Sf(h <'ll',11 -b.5,h -b,735 her = 11.25 • • • �hcV •'. ••• �•. Sprcn.: 1+, r•---•- •,• JSprov' 73.828 141 ••••P..• • Aprov := bcr•hcr 12 l USE2 2" x 12" WOOD SECTION SP No. 2 IAprov = 39.375 e:= 5 w (L.12) 384 12 bcr•hcr3 1600000 n 10 =0.043 1 Scontrol if(Sprov < Sreq, "NOT O.K." , "O.K. ") Scontrol = "O.K." Acontrol := if ( Aprov < Areq, "NOT O.K." ,"0.K." ) Acontrol = "O.K." Acontrol := if (A11ow& < 0 , "NOT O.K." , "O.K. ") Acontrol = "O.K." FOUNDATION DESIGN DATA; DL -15 psf LL-40 psf TOTAL LOAD= 1 8 .15 =165 Ibs 2 4 Ibs Ibs 11 . 8 .40 =440 2 4 TOTAL LOAD= 440 + 165 = 605 605 2000 0302 • • ■ .•. • • • ••• •• •• • • • •. . ••- .:...•- • • • • • • • • • • •• • • ••• • ., . • • • • • • • • •• • :. ••• • • • • ••• • - • • ••• • ••• • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • - • • • • • • -:• • ••• • • • • . . • ■ •• • . •• - • • • • • • •. • •.• • • • • - •1' - • • • • • • • • • • • •• • •.••• • •• • • • • •.• •• 2 x 2'•0" x12" is o.k. DATA: •• • • • •• ••• •• CONCENTRATED LOAD= 2001Is% • • • O ' ' ' • • • p UNIFORM LOAD =50 If POST CALCULATION WOOD PROPERTIES: SOUTHERN PINE No.2 DESIGN VALUES IN PSI Size Bending Shear Compression Modulus of Elast. Classification Fb Fv Fc E 2-4" thick, 2-4" wide 1500 90 565 1600000 2-4" thick, 5-6" wide 1250 90 565 1600000 2-4" thick, 8" wide 1200 90 565 1600000 2-4" thick, 10" wide 1200 90 565 1600000 2-4" thick, 12" wide 975 90 565 1600000 Enter Allowable Stress: Fb := 15001081 Enter Beam Span and Spacing: L: =3.5 ft Total Load: P := 200 Of Enter Deflection Criteria: L/240, U360 K := 240 Max. Moment Max. Shear • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • io • ••• • • • • ••• •- • • ••• • ••• • • . • • •• . • • • • • • • • • • • • •• • • • • • • • • • • • • • • • 'INOQd mama M := P•L 4 V := 200 M.12 Sreq = Fb 1.5.V Areq Fv AIlow0 := L 12 Fv := 90 psi Fc := 565 psi M = 175 ft -1b V = 200 ISreq = 1.4 1 lAreq = 3.333 I in in IAlloww =0.175 Ibs. n • • ••• • ••• • • • • • ' •• • • • • • Enter wood section tp Vial•, Wicgh • i0 • h := 4 in •••• • •• ••• • • • ••• • • • • Wood section 2 "x6" +3 "x6" ( Equivalent Width = 4.5 in used to obtain bcr) • • • • •• ••• •• bcr := if (1). 8: 11.55b: p.? •l = 3.5 • • • • • •• • • • • • • • • • • • • her := if(? !< 8'h 0S, h'— 6.'151' Ter = 3.5 2 Sprov := bcr. hcr USE 4" x 4" WESTERN CEDAR •. • -:••• • • 0 ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •._ • ••• • •.• •••• UNION POST WITH 2 -2 "X12 "(CONNECTOR) 200 lbs 200 lbs v PO IA .. 4 MOH ■11 J ISprov = 7.146 I Aprov := bcr•hcr (Aprov = 12.25 I in2 Scontrol := if(Sprov < Sreq, "NOT O.K." ,"0.K." ) Scontrol = "O.K." Acontrol := if (Aprov < Areq, "NOT O.K." ,"0.K." ) Acontrol = "O.K." 3' -6' 4' T 4'X4' - 2'X12" in 2 -i° THRU BOLTS ° WITH WASHER DIAM. 1 1/2° 200.42 = 8.1 x :10 • • •' ; • 0 • • Moment= • • • • • • • . • • • • • • • • • • • • • .. . • • • Force at each thru bolts= 8400 - 2.1 x 10 Ibs 0 - 0000.•0 . • • • . • • 3.1416.1.5.E 3$426.0 ?51 =V.34t •.'in Washer Area • • •.• • • • 041• .. .• • • • 00 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 100 • • • • 000 Total resisting at compresion= 5.30.565 = 2.995 x 10 > 2100 is OK Vertical Load= 200 Ibs Area of thru bolts at union = 0.75.3.2 = 4.5 in ZL =1550 lbs 4.1550 = 6.2 x 10 t > 200 PICKET CALCULATION THREE PICKET IN ONE SQUARE FEET RESIST 200 Ibs Picket load = 200 = 66.667 3 Moment at picket= 66.67.42 - 700.035 4 Ibs 2 Sreq 700 - 0.467 1 <1 Sprov.= 3.1 = 0.5 i 1500 6 HANDRAIL DESIGN Consider three equal continuos spans L= 4 ft Mr- 200-48 - 1.92 x 10 5 M= 0.1012.50.48 = 1.166 x 10 V= 200 Ibs Sreq= 1920 _ 1.28 1500 < Sprov.= in -Ibs in -lbs in -Ibs 1.5 3.5 2 _ 3.063 in 6 is OK is OK is OK • • • . • •., •' ••• '•" ••. •• • • • ••• .• • • • • • • •- • • • • • • ••• • • • • • • • • • • • • • ■•• • • • •••• • • ••• • • ••• CONNECTION TOP HANDRAIL POST: :. .:: •� •••• • • •• • • • • • • • • • • V= 200 Ibs • • ea.., • • • •• • • • 11 •I• •• • • • • ■ • • • • • • • ■ • • 0 0 • • • • • • •• • • . • • • • • • ''• • • IS • • • • • ••• •• ' DST 4 "X4" OF NDS SINGLE SHEAR TWO MEMBER ts=1 1/2" 2- SCREW # 10 =127 Ibs 127.2 = 254 i > 200 Ibs is OK 2 -WOOD SCREW 44 10 LDNG',4" ANDRAIL 2 "X4" 2.143 = 286 1 > 200 Ibs is OK • • ••• • •• • • • • • • • . • • • ■ • • ■■• • • ■ ■ • • • ••• • • CONNECTION BOTTQIItfileNOMIL4041: . •••, • • P 4 "X4" • • •• ••• •• .• • • •' • • • • ' • •' • •••: • • • • •• • • • • •.• •• • • •.• • • • • • • • • • • • •,•..••• •• BENT PLATE 2 °X2 "X" E LONG. 4" ANDRAIL 2 "X4" 1 insomnia!' A 2-WOOD 'SCREWS # 10 LONG 1 1/2" 2-WOOD SCREWS # 10 LONG 2" • • • • •• • • • • • • • • • • • MIAMI. • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE(BCCO) PRODUCT CONTROL DIVISION •• • • • NOTICE OF ACCEPTANCE f{I United Steel Products Company.. 703 Rogers Drive. Montgomery, MN 56069 ••••• •• • • • • • • • •• • • • • • • •• • • • • • • • •••. • • • • • • • • • • • • • • •• • ••• • •• • • • • •• • • • • • • • • • • • • ••• • • • 140 wEST.FLAGLER STREET, suns 1 I�f.IAMi, PLOP 7A.33 -i563 • oche • • (305) 5152901 FAX (305) 3752908 • • • • •• • • • • • ••• •• 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 a n d A p p e a l s (BORA) t o b e used in Mia ni Dade County and other areas. where allowed by the Authority Having Ituisdiction •AHJ). This NOA shall not be valid after the expiration data stated below. TineMlanii- -Dade County Product Control • Division (In Miami Dade County) andlor the AM (in areas other than Miami Dade Comity) 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 Al .U. may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Mir -Dade county Product Control Division that this product or material fails to meet the requirements ofthe applicable buifding.code. - This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: JL, JUSS, Slid & H J C. Joist Hangers. APPROVAL DOCUMENT: Drawing No. HJC/ JUSF SKHJ JL, sheet 1 and 2,. dated (}3/20/01whh no revisions, prepared by United Steel Products Company signed and seals by T. A. Koiden PE, hearing the Miami -Dade County Product Control Renewal stamp with the Noticed Acceptance number and Expiratimt 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 harne or logo, city, state and following statement: "Mann -Dade County Product Control Approved or MDCPCA ", 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 perforce: 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 terrrainate 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 Buiidi g Official. This NOA renews NOA # 01- 0327.04 consisting of this page,.evidence page & apprr�vai• document.tnentiened above. The submitted documentation was reviewed by Candont PE. 00c ••• • • • • • BADE COUNTY, FGARIDA M O-D/ DE Ff.AGLER BUILDING. NOA No: 06. 0601.03 Eupirat#ou: Date: June 044807 Approval Date: Judy 20,.26.! Page • • ... • • • ... .. •. . . • • .. .. . • • • ... • • • • • • • • • • • • • ... • • • • ... • • ..• • ••• United Steel Products Companj. • • • • • • •• • • • :. • • • • . . . ▪ .• • ••.• • ▪ .. • • ... • • . -- • 2. 3. 4. NVOTICE OF ACeErrAN E: • . :'t i►ENNE PAGE • • • • ......•0 • .. • • • • • • ... .. A DRAWINGS 1. Drawings prepared by United. Steel. Products Company, titled "Face Mount Joist Hangers ", Drawing No. HJC/JUS /SKH/JL,. sheet 1 and 2 of 2, dated 03/20/Q1 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM D1761 by Maxim Technologies Inc., signed and sealed by S, L. Muscltinske, PE. Report No. Wood Connector Didion Date 1. 3013 -71 -3301 IL Series Upward & Down 01/12/97 2. 3013 - 71 - 3301 JUS Series Upward & Down 01/12197 3. 3013 -71 -3301 SKH Series Upward & Down 01/12/97 4. 3013 -71 -3301 IBC Series Upward & Down 01/12/97 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A- Kolden, signed and sealed by T. A. Kolden PE.on 04/12/97. STATEMENTS No Financial Interest & Code Compliance letter issued by Thomas F. Devening PE, signed by T. F. Devening. PE on 04/12/97. Letter of No Change issued by United Steel. Products Co,. dated 05/02/2001 and signed by T. A. Kolden, PE. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffineyer. One time approval letter issued by Metro Dade County on 06/20105, signed by C. F. Font. PE and accepted by R. Lutz PE. E -11 C: =oF. outPE. Sr.. Product Control Examiner NOA No 001.03 Expiration Date: June KUM Approval Date: July 26,2006 PR{JDUCT COMs • STEEL • ±UGE . rA4 -rtn R SCHEDULE ..... UN_S PASTENIR SONEaULE tl ALLOWABLE LOADS abs.) V 11 14 0 A HEADER JOIST 101,IfT DOWN 12 • • UPLIFT S 3I* JU ;24 q • le , 1 9/16. 3 1/0 • 1 3/4 1 . (4) lad- t2) Aid = 645 % NIA 1 314 JAW • ilb • 1 9/16. 4 13/16 1 3/4 1 . 114) 10d " K47 10d E140 >f60 JUses ' 18 , 1 O/16. 6 11,16' 1 314 1 • (6) 100' C4) 10ci 1065 ' 860 • JUS210 ' 18 ' 1 9/16' 7 13/16 1 3/4 1 • 033 lad • C4) lad • 1290 1 860 PitODUCT CODE STEEL GAUGE _ D'IMENSIONS C1n.) 4 rA4 -rtn R SCHEDULE ALLOVA111:E LOADS Ctb ) tl M 11 a HEADED .231St DOWN 101,IfT HJfy 12 • • 5 7 /g ' S 3I* 3 1,4 1 3/4 C16) 1 Ci€) 10d • i?24S • 16513 • H:JC26 12 . S 7/e' 6 3/4 ' 3 1/4 1 314 C21) i64 (14) i0d • RODS ' 2at3 - ••••• • • • 1 • • • • • • ••• • • •••••• • • • • • •••• • • • • •••• • • • •• • • . • • • • •••••• • • • • • • • • • • • •• • •••.••• • TYPICAL HJC INSTALLATIIJN • •• •• •• • . • • • ' • ••• • •••• •••• 1 Publisried loud is for tgtat of lift ut 4S *turves a11d Jock of 90 degrees C€/#*1 Z M b i1rsurt h•ade• th1CknOSO shod be 2 he% f 164 Waits. 3 Allowable DOWN load Usted is at 100* Uuratio of 'Latta • •• • • 1 Specified ,Joist Plaits shall be installed.at 30 to 45 degrees horifpntally such that they penetrate through the end of the joist and into the header. 2 Mininur+ header thickness What'. be 1 3/4 inches for 10iii naffs. 3 Allowable DOWN load 1 stet! is at 1007. ,Duration of Load. - 4 Uplift Loads listed as N/A had uplift capacity less than trig repulred 700 pounds. TYPICAL JUS INSTALLATION HJC JUS • GENERA).. . _140,TES 1) STGXL SMALL COPirnsim TO AST14.A653. STRut'l'URAL CR AND A t• NiMIJM GALVANIZED . CUATINCI tR' G--80 PAst0CRS ARE COMON WIC NAILS UNLESS DtF 1 ?JIS 3) ; ALLOVADLE Watt, L AU$ HAVE SCEN iNCRCASED H . 1 IDAATltlN CACTLNR OF 33'7 FOR WIN* LOAD C0MD&1 L l 4?URPR INC 4 REA , ALIJ V* D. - A) ALL11dA'1 E DAWN LOADS ARE NUT INCREASED 13Y SH17R' DuAATION I! ACTO8 - 5) ALLOVABLE LOADS Artt *AStD 11• ME NATIONAL DESIG F"1 , vo04 GUNSTRUCTICIN 1991 EDITIIIN s 1993 ERRATA, SOUti4ERN, PINE' (Gt fxSti (18 DETTtR) at,' YE$T 1 IN ACCORDANCE VITH ASTM 111761 NOW ih1Tilr'vS `li cols d8:i } i MAX UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATEl _ D34F,j1 /�_ DRAWING NUMBER: H,3c /.,lye /�1cry/,JL SHEET NUMBER: _ t __ THOMAS A. CIVIL NUM • Ptitlp i ? • tone,-' ;♦eEL t E Oi DIIOrNSIfNS tbi) FASt CNER .SE7iEDULE ALLOWAI t LCIADS_ (tb 9 14 D A H ADER • JOIST • DOVN UPLIFT UPLIK'T 16 JL2 4 $ 1/4 ' 1 7/8 1 9/16 3 1 1/2 • 15/16 (4) 10d d (2) Bd x 1 1/2 480. N/A '- .$ • 1 9/16 4 3/4 1 112 15/16 (6) lad (4) 8d x 1 1/2 670 N/A - i J1- ". • 4 ." ' 1 9/16 6 3/B 1 1/2 15/16 410) 1041 (6l Bd x 1 1/2 1120 / JL ' • • `11 ' 1 9/16 B 1/4 1 1/2 15/16 (14) 10d 081 ad •x 1 1/2 1560 - 995 - • JL262' ' 18 3 1116 . S 2 1 1/4 68) 16d (4) 1075 - N/A . JL2132 , 18 ' 3 1/16 7 2 1 1/4 (12) 16d (6) 80 1610 ' 800 . ./L2142 18 3 Lou 8 2 1 1/0 (141 1641 (8) 8d 1880 ' 1070 PRODUCT 133.11 STEEL GAUrst 061x- 1410145 an) 1 ALLIIVAOLt L1140s oils.) HEADER JOIST UPLIFT 1K4N26 ' 16 1 8/16 $ 1/4 ' 1 7/8 1 3)16 (61 1611 (6) 1 Od 4 1 1/e 805 N/A . • • • • • • • • • • • • • • • a •• • • • ••• • • • • • •' ••• • • 4 • • ■ • ■ •* ••• • ••• 1 Niter cut r•pi ed. an .end OF Joist 'o aChleVe oltDwabte ldat111S: . 2 41A1igiA h0r►6isr thickne sip shat be . '2 Ihthe9 Pdr lbd iheuls 3 Allp•abie DOVN toad 11Sted is at 1000 1104eti0rl oP Load. - 4 .dplitt Loads 115.1.441 ds N/A had yptIFt capodty less than the requtre'd 760 Pbunots. '- S SiO426 is Ske*ed Right or Lett. , • •• ' • • • • ■ • • • • • TYPICAL 113426L INSTALLATION, TYPICAL JL26 -2 INSTALLATION SKH - 1 Nininun header thickness shad be 1 3/4 inches For lad nose and 2 Inches For 16d nods. 2 Allocable D17VN load listed is at 100Z Duration of Load- - 3 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. - JL26 -2 GENERAL. :NOTES 1) STE1L SHALL DIlWORM TO ASTM A603, STRUCTURAL . GA AND A M0/0441OALVANtZED COATING t11 . 060 9,) 1?`ASTtNER$ AR lfN VIDE NA115 UNLESS OJTNE10Wis AL1.OVADLE: lPL IPT LOADS NAve 8 EN INt.3t2ASED 0 r DURATION _ rAtTU2 t rOR'i✓IND LOAD [tINDITEI J. Nt1 "UiadTt-4E82 • INCREASE &LLOVi D 4) ALLtIwABLE DOWN LOADS ARE NOIT IN0REASED BY S1-UR a /WM I rAC 5) ALLOWABLE L OAD S ARE . BA,SLD tiN THE NATIONAL DE:sw rim %/ODD CEINSTRUC1'WN 1991 EDITION & 1913 ERRATA, S[Iut3 RN Y €LLUV PINE C5= 0.55 UR BETTER) 6 T!r'ST 1 IN ACCORDANCE WITH ASIM D1761 rr z?ata t Z tr Ei 1 90 'e�F. 3 .r vU • 12*.t Craha UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 F ACE MOUNT JOIST HANGERS DATE: _J3/20/E11_ DRAWING NUMBER: 11 /.1,7 iSKi3 /JL SHEET NUMBER :, _t 2 _ feel ofet THOMAS A, CIVIL NUr • • •• •• • • • • • • • • • • • • MIAMR AD • • • • • • • •• • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (ECCO) • PRODUCT CONTROL DIVISION •• • • • NOTICE OF ACCEPTANCE (1i( "; United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56069 ••• • • • ••• • • • • • • • • • • • • • • •. • •••• • • • • • • •• • ••• • • • • ••• ••••• •• • • • • • • • • • • • • •• - • • • • • ••• •• mW oo ••• • ••• • • • • • • • • • • MU Mt -DADS. COUNTY, . FLORIDA • • • • • • • • • METRO -DADE FLAGLER BUILDING • • • 140 WEST FLAGLER STREET, suns 1603 1 IAMII,:FLORIDA.3113 -1563 (3"055.) 3752901 FAX (305)° 315 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of fiction. 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 Miaini Dade County and other areas. where allowed by the Authority Having Jtrrisdiiction (AHJ). This NOA shall not be valid after the expiration date stated below. The. Miarai- 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 AI.D 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 detern3ined by Mlarni• -Dade county Product Control Division sthat this: product or material fails to meet the requirements of the applicabiebuilding.code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: JL, JUSy SUL & HJC. Joist Hangers. APPROVAL DOCUMENT: Drawing No HJC/ MS/ SKHJ JL, sheet 1 and 2, dated (13/20 /0l with no: revisions, prepared by United Steel Products Company signed and sealed by T. A.. Kolden PE, bearing the Miatni -Dade County Product Control Renewal stamp with the Noticed Acceptance 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. or MDCPCA ", 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 shali.automarically 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 renews NOA # 01 -0327.04 consisting of this pagc,.evidence page& approval docurent mentioned above. The submitted documentation was reviewed by C out PE. NOANo: 06- 4601.03 Expiration Date: Junetlkl,. Ap at: Date: July20,2006 Page '1 • • •• • • • •• •• 10 • • • • •• •• • • • • • - • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • ••• • ••• United Steel Products Company, • • -' • • - • - • • • •' • • •• • • - • • • • • • • • • • • • • • • • ••• • • • NOTICE OF ACCE .IAA : • . TWIYENCE' PAGE • •••••.• • • • • • • •• ••••••• A DRAWINGS 1. Drawings prepared by United Steel Products Company, titled "Face Mount Joist Hangers ", Drawing No. HJC/JUS /SKH/JL,, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM .D1761 by Maw Technologies Inc., signed and sealed by S. L. Muschinske, PE. Report No Wood Connector Direction Date 1. 3013 -71 -3301 IL Series Upward & Down 01f12/97 2. 3013 - 71 - 3341 JUS Series Upward& Down 01112/97 3. 3013 -71 -3301 SKH Series Upward & Down 01/12197 4. 3013 - - 3301 WC Series Upward & Down 01//2197 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A. Kolden,. signed and seated by T. A. Kolden PE.on 04/12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by. Thomas F. Devening PE, signed by T. F. Devening. PE on 04/12/97. 2. Letter of No Change issued by United Steel Products Co,. dated' 052001 and signed by T. A. Kolden, PE. 3. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffmeyer. 4. One time approval letter issued by Metro Dade County on 06120/05, signed by C F. Font. PE and accepted by R. Lutz PE. E -1 07 a F. ont PE. Sr. Product Control Ester NOA No 001.03 Expiration Date: Juana 04, 2007 Approval Date: July 20, 2006 PRODUCT COD? • STEEL L SyUGE GA DI NENSiONS Cin.) FASTENER HE EA,TTENEN SCHEDULE ALLOWABLE LOADS s.) Otis.) V 11 V D A . HEADER JOIST A ORWN : UPLIFT J1.424-11• 16 . 1 9/16. 3 11D • 1 3/4 1 (43 3170 t2) i&1d v 645 = N/A JIIS2i i8 - 1 9/16 4 13/16 1 3/4 1 t4J ;Od • C4) 1003 7 /0' 040 • 060 JUS28 ' 10 1 9/16.6 11/16 1 3/4 1 • (6) Bid' (4) 1Oc1 ' I065 ' 660 . iuS5i0 ' iR . 1 9/18` 7 13/'113 1 ,\- 3/4 l• C8) 10d' C4) 1(id 1590 1 _ 060 PRODUCE CODE STEAL GAU6 DINENS111NS Cir) EA,TTENEN SCHEDULE • ALLOWABLE L1AB5 Ctb V H D A HEAIi MIST DOWN UPLW T H.1426 ' 12 • 3 7/1' 3 31$ 3 1/4 1 3/4 C16) 16d. C1 10d ' 2245 1550 • 1 12 ' 3 7 /0' 3/4 • 3 1/4 1 3/4' Ca 160 (14) lost .- a 2015 • • • • • • • • • •• • • • • • • • • •• •••• • •••• 1 Published lolsdi is for total of hip at 45 degrees and Jack at 90 degrees cti illpined.' Z M(Vthiun header thickn¢SS fshatl . he D biith*S for l6d nits. . 3 Allowable AWN load listed is 6t 1007 Duratlen AP Load. . •• • • • ■ • ••• • •• • • • • ••■■ • • • • ••••_ • • • • • • • • • TYPICAL 14JC INSTALLATION •. • • • • • ••■ • • •••• • 1 Specified joist nails shalt be Installed at 30 to 45 deg?-ees horizontally such that they ' penetrate through the end of the Joist and into the header. $ Minima header thickness shall be 1 3/4 inches for lad nails 3 Allowable DOWN load listed is at 1007. Duration of Loud. 4 Uplift Loads listed as N/A had uplift capacity less than .the required 700 pounds. TYPICAL JUS INSTALLATION i HJC GENERAL _OWES 1) STEEL A SIALL N1IBi :VANI E O EUivtoi6 �tE a-- � CR FASTEN ARE Qltl VIiRE NAILS UNLESS; ntNEAWIS ALLOVAIDX 0001 I.VADS HAVE SEEN INCREASED B . 1 11tD1A 1113N Al}tpit I7F _ 33% 2 t to . WIND LOAD CONDITION. Md3 rliN HLII INCREA . ALLl VED. 4) ALLf1VA E 110%/N LOADS ARE NOT INCREASED BY SHCR" DURATION FACTOR ' 5) ALLOWABLE LOADS Ate BASED 13N THE NATIONAL DESXG F tDt V0 . 011 CONSTRUCTION 1991 EDITWN 6 . 1993 ERRATA, SOUtl RN. YELLOW PINE t6 _ Q S Ilk SETTER) 1 TEST 1 IN ACCORDANCE VItk AStm 01761 oo 1H'i T� ,y s$ Q3 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY. MN 56069 FACE MOUNT JOIST HANGERS DATES _ owgpitu_ DRAWING NUMBERS N.rIWAPA S10EVJL SHEET NUMBER: _ tQ�__ THOMAS A. CIVIL NUM ""Mt CODE �iA X DIMENSIIINS Ctii.) tASTENER SCHEDULE ALLOVAISX LgADS fibs-) V . H H b A HEADER JOIST UPLIFT OWN UPLIFT • .31..24 .•• • 4 1 1 9 /16 1 3116 3 I $03 • d t0) 8d x 1 1/2 480 • WA _ - _ . 1 - 24.9 • , 1 9/16 4 3/4 1 I >2 15/16 C61 iod CO ad x 1 1/2 670 • N/A - • JL28 • • 1 9/16 6 3/8 1 1 /2 15/16 C10) 1011 (6) 8d • 1 1/2 1120 750 . -A-2m;• 2Q . 1 9/16 8 1/4 1 1/8 15/16 614) 10d (0) ad x 1 1/2 1560 - • 995 - .L 18 - 3 1/16 5 2 1 1!4 (8) 16d (4) Bid 1075 - N/A .A.282 18 3 Ill's 7' 2 1 1/4 C18) 16d c6) i3d 1610 ' 000 JL ' 10 3 1/16 8 2 1 1/8 (14) lbd (8) ad 1880 1070 PRODUCT CODE STEEL GAUGE 11IFOE SIONS tin.) FASTENER SCHEDULE ALLLIVAOLE LEADS. W H b' A HEADER JOIST biyVN UPLIFT 9(1426 r 16 r 1'9116 5 I/4 '•I 7/8 1 3116 663 160 C6 lDd x 1 1/2 $03 • N/A • '• • •• • • • • . • •• • • • • •• • • • • ••• • • • • ••• • • • • • • • • •• • •••• • •••• ••• 1 'Ater cut requred an end of ',joist to aCtroeva st{4>Rpbie Lands:. 2 1+1inittiin: headier tlucknes5 shat be 8 hi hey Pete 16d halls. - 3 Allpwnbur DOWN toad 'Silted is at 100' /. fl ation of Load - 4 wort L.odds bated 88 N/A hod Wirt capacity less than the regi+ired 700 pounds. 5. S11426 is skaters' Right or Left. , • • • TYPICAL. SICH26L 1NSTALLATIL N • • • • • • .• • • • 1 MinInuft header thickness shot be 1 3/4 inches For lCd nabs and 2 inches For 16d nails. 2 Atiowable DIIYN toad listed is at 1001. Durntion of Load 3 Uplift Loads listed as N/A had 'uplift capacity less than the required 700 pounds. - TYPICAL JL26 -2 INSTALLATION SKH2GL - JL26 -2 GENERAL .NOTES 1) STEEL SHALL 10 08N TO ASTM A653, STRUCTURAL GR AND _ A $1NI C „VANIZE0 MATING nr 0-60 • ' FAST R$ A'IE 9M1l1 W*R NAILS UNLESS U11-1Et2v11 • ALI-[7V BLE 1JPL1`PT a3 • L[M HAVE BEEN 1<N�EB 8' I DUT'1 TA F AET08 ' t 4 F:15 ' VINO LOAD CENDITIl iI1. Nt3 i'URTMER INCREASE ALLI7VED: 4) ALLOVABLE SEMI LOADS ARC NOT INCREASED $• SHOR DURATION F'Ac 5) ALLOWABLE LOAbs ARE . BASED EtN THt NAT834AL DEm FOR % tiOD CtINSTRLLCT1t1N 1991 EDITION 6 . 1993 'ERRATA, SOUT3HERN YELLU*d PINE Cti= 0.55 *3R BETTER) 6 TEST 1 IN AI EflRDAN1 E VITH ASTM D1761 x m sm S1i0 rued. UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS motel DATE= BRAVING NUMBER! H /JIe_SK8/JL SHEET NUMBER: _ 2 Of 2 THOMAS A. CIVIL NUD bl MIrtDAOE •'• • •'• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE diCCc) PRODUCT CONTROL DIVISION United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56869 LABELING: Each unit shall bear a Gla • • .•• • • • •• •• • • •'•• •• • • • • • • • • . • • • •..• • • • • • . . . • • • .•• • • • • 0 00 • • • •.• • •.• • ••• •• • • • • . • •• ' • • • • . • • • • • • • • • ••• • • • NOTICE OF ACCEPT O e • :::: ANCE : • ' • MIAMI -DADE count. . FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST.FLAMLER STREET, SUITE 1603 Ate, PLORIDA.33130-i563 • • • • • • • • (305) 375`2901 PAX (304)375 -2900 • • • • • • • • • • . • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constmction materials. The documentation submitted has been reviewed by Miami -blade 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. Mani-Dade 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 Florida Building Code including the High velocity Hurricane Zone. DESCRIPTION: JL, AN SKH & IiJC. Joist Ha ors. APPROVAL DOCUMENT: Drawing No. MC/ RJS! SKR/ IL, sheet 1-and 2,. dated 0-3f20/O1with no revisions, prepared by United Steel Products Company signed and sealed by T. A...IKolden PE, Wiring the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Ppiratiani date by the. Miami - Dade County Product Control Division. MISSILE IMPACT RATING:. None ent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved or MDCI'C.A ", 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 Miamii- 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 B'uildingOfficial. This NOA renews NOA # 01-0327.04 consisting of this page,, evidence page & approvat.document mentioned above. The submitted documentation was reviewed. by Ca ent PE. 00c NOA Nor 0646003 Expiration Date: June 04, Approvid Dater July 20, Page I • • •• • • • • • • • • • i - • United Steel Products Company.. • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • -• • • • • • • • ••• • • • • A 1. ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• NOTICE OF A eC:P i" $;'.• ; 'EVIDENCE PAGE . • - ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• DRAWINGS Drawings prepared by United Steel Products Company,. titled "Face Mount Joist Hangers ", . Drawing No. HJC/JUSISKHH/JL, sheet 1.and 2 of 2, dated 031 with no revisions, signed and sealed by T. A. Kolden, PE. B TES 1 Test reports on wood connectors per ASTM D176s sealed by S. L. Muschinske, PE. Report No. Wood Connector • 1. 3013 -71 -3301 JL Series 2. 3013 - 71 - 3301 MS Series 3. 3013 -71 -3301 SKH Series 4. 3013 -71 -3301 WC Series C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A. Koh1en,. signed. and sealed by T. A. Kolden PE.on 04/12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by Thomas F. Deming PE,. signed by T. F. Devening PE on 04/12/97. 2. Letter of No Change issued by United Steel Products Co,. dated 05/02/2001 and signed by T, A. Kolden, PE. 3. Merger Documents issued by the State of Mitmesota oar 02/141`200+ and signed by the Secretary of State, M. Kiffineyer. 4. One time approval letter issued by Metro Dade County on 06/21k105, signed by C. F. Font. PE and accepted by R. Lutz PE. 1 by Maw Technologies Inc., signed and Direction Upward & Down Upward & Down Upward & Down Upward & Down Date 01/12/97 01/12/97 01/12/97 01/12/97 F. ontPE. Sr. Product Control Examiner NOA No 06-0601.Q3 Expiration Date: June04, 2007 Apps Date; . Judy 26;.211 PRODli(1l• 0881! • • 'STEEL 011ALIGE DD Cn.) F'ASTEA R SCHEURILE F'ASTL NER SCF DOLE ALLtAirA8LE LOADS Ctbs.) V H D A HEADER .1016T HEADER 7VN IPLItT 1JPurt Jute4 • i8 8 1 9 /1b 3 118. 1 3/4 1 (4) lad • Ce) iUd v 645 % N/A ' • jUs126 0 16 , 1 9/16.4 1/4' 13116 1 3!4 1 . (4) 10d • (4) 10d roll/ - 840 ' 860 .LIS28' 18 i 5/16•'6 11/16 3/4 1• (6) 10d• (4) loci ' 1065 ' 860 , ,1116210 • 18 ' 1 9/16` 7 13/16 1 3/4 1 • on 1001' (4) 1001 1290 1 860 PA DUC1 CODE STEEL aduCt 11114 01SICNVS C)ri) F'ASTL NER SCF DOLE ALLOVAI t.I,DS Clbs.) HEADER .131ST DOVN 1JPurt H : 12 ' 8 7 /H' .9„ o/9 3 1/4 1 3/4 (16) l 6dl 138) 160 _. 2245 - 1550 • HJC28' It ' 5 7/B' 62+/4 - 3 1/4' 1. 3/4• (20) 1601 C14) 1001 • 2 roll/ - fook • • • • • ••• • e■ • • • • • •••• • • • • •••• • • • • • 00.00• • . ■■ • • • •••. • • • • • • • • • •• • • • • • • •• • • 0 00 0 • • 0000 1 Published toad IS fo - total of rap ui 45 dege -fires i►ritl jack et 90 degrees cantiiAed • 2 Matsui, header tPiickneSS Shell be a Inict'ie9 flu- 16d 3 Allowable 119VN load listed lit pt 10i lha'atiOri or Load. - • • • • TYPICAL MJC • • • •••• INSTALLATIQN 1 Specified ,joist nails shall kbe installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist anal into the header. 2 Nininur+ header thickness shall be 1 3/4 Inches ' For 100 nazis. ' 3 Allnwc4le DUVN load listed is at • 10020 Duration of Load. 4 Uplift Loads listed as N/A had uplift capacity Less than the required 700 pounds. TYPICAL JUS INSTALLATION HJC GENCRAL._NO.TE S p STEEL SHALL COP 0RM "IT} AVM , A653, STRUCTURE L id G MO .4 NIMuM GALVANIZED .trITING GP G -60 . $� t'ASTir RS ARE MAHON W126 NAILS UNLESS tl1 RtWIS �37r .ALLEIwAlitE i k.101 LaAnS 14AWE aEEN INCREAEU B AWATItim . FAGTLIR 336 FOiR WIND LOAD cuNDITICOv. NU Fu m:tol7 INCREASE ASE AEL ED, - 4) ALLENNUI ,E DOWN LOADS ARt NUT INEREASEb BY SHOW IIURATIt1 ram:It - • 4B4.11wABLE WADS ARE BASED ON THE NATIONAL DESIG Ft . WOOD CADET UCTIDN 1991 E19ITlON d 1993 ERRATA, 8UU N, YELLOW PINE (G• .p:G5 CD2 ItErrEtb i 1'EST i IN ACCORDANCE 1/tTH ASIA »1 6I Intoexcir gibbien UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE! _ 113/?.9/121_ DRAWING NUMBER: H,1k/�fl /SKH /JL SHEET NUMBER: _ 1 Q.)_' g___ THOMAS A. CIVIL NUM • Pitil t •• 64AUGE bt+AENSIONS Cin.) ` DI NSIONS On.) lASTENER $tHEIBJLE ALLOWABLE LOADS. Ms-) r -) H V H D A FADER JOIST DOV• l 7/8 UPLWT t6) 16t1 Ji_e •.•••20 , 1 9/16 3 1 1/e 15/16 C4> lad (2) Bd x 1 1/2 480 N/A A A.Z0 •,: • • , 1 9/16 4 2/4 1 112 15/16 (6) lOd (4) Bd x 1 1/2 670 N/A - . . 21 ' 1 9/16 6 3/3 1 1/2 15/16 00) IOd (6) Bd x 1 1/2 1120 . 7120 ..0.2111,‘ 1 9/16 0 1/4 1 1/2 15/16 (14) 1041 CB) Od x 1 1/2 1560 • 995 - • 3 2/16 5 2. 1 1/4 01) 16d (4) Bd 1075 - N/A J.282 ' 10 . 3 1/16 7 2 1 1/4 (12)16d (6) ed 1610 • 800 . J0A102 ' 10 3 1/16 8 2 1 1/8 (14) 16d (8) ad 1000 " 1070 0R0110CT IX/DE STEEL 6AUb bt+AENSIONS Cin.) ` rASTENEtt $CHEMILE ALLOWABLE L15A11S lbs.) 1114.0 W H D A HEADER -MIST SNALNI. • 16 1 9/16" 5 1/4 l 7/8 1 3/10 t6) 16t1 t6)101:1 * 1 1/e 1105 • N/A • • •••••• •' • • • • ••••• • • • • • • • • • •• • • • ••• ••• ♦ • ••• • • •• • • ••• '• • • • •• • • • •• ••.•• • •••• 1 Pete*- Cut required On end of joist to athi ee iflb ratite idad•. , 2 1404 Pain )reader thickness shah be c2 inche0 Pea- 16d Pt i 3 Allowable DOWN toad ligteyl is at *0012 Duration of Loud. - 4 Uplift Loads U#.ted as N/A had uplift capacity less' than the regtth epi 700 pounds. 5 SK1426 Is skesed Right or Left • •• • • • • • • • • • • •• TYPICAL St(H20- INStALLATIcIN . 1A r SKH26L - 1 14Inirash header thickness shat be 1 3/4 inches For IOd nods and 2 inches For 16d nails - 2 Allowable DOWN load listed is at 100' /. Duration of Load. - 3 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. - TYPICAL JL26 -2 INSTALLATION JL26 -2 GENERA. NOTES i) S'TEE,. SHA* CON CORN TO ASTFI A653,' stR*JCTURAL Gt: ANII A HINMAN GALVANIZED COATING or 0'-60 2) FA$1 RS 4Rk ammOhl WIRE NAILS ONLESS'0t14El2WI1 AllOVgq1 1JPLII"1 LOADS HAwE BEEN INCREASED H 0U ATIIiN PAt:TOR or 3311 FOR 'tsIND LOAD CONDITI131 Nil EUPRT.HER INCREASE ALLOWED: 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SI-IOR DURATION f ACt pRR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL 5EStt FOR WMMDD CONSTRUCTION 1991 EDITION 6 1993 ERRATA SOUTHERN YELLOW PINE CG 0.55 OR BETTER) b resT IN ACCORDANCE WITH ASTM 111761 F40r11 TIONVOa 6 • Caudle AKIN rlE© A SOirn PA UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 "ACE MOUNT JOIST HANGERS BATE= _11312 DRAWING NUMBER= 114t: /JAJ isKiK /.a. SHEET NUMBER: 2 Or 2 THOMAS A. CIVIL NUh d t9 d . /1 a 5t' 1 .OZ EL/ J I ,C7doFZi I // /O 9 5 -7 ' /o /9 '3t .f 4 d t9 I ,C7doFZi I /3 /¢ /5 /6, . /9 L' .f 4 �' • a cc f/R 3`g, hexa • • • • • • • • • • • • • ••• • • • . -. • • • • • ••• • • • • •• • • • • • ••• . • . . • • • • • • • • • • • • • • • • . .. . .•• • • • • • .. • • 7 (�1 _ (A0 • h: ::3 • . . • GONG• w 99� /3, - 22' ` v4/t t V • •• - • • • - • / % i/, 34,60 3¢45 ''7g ' �-- /i5 50 c.avc, .3 7SiV'�'( (M) /rte 5 N� 57. .�c ONE ST0,4V RG S /PEI'GE 2105 2` / it u SAD N 11110111 I IIE SIG.VA rU RE At THE tIR1/:1NAI. RMJED sr Al. tl.IIRtDA t .1('ENSED SI'I % El Mt l \D JIAPPR ,Y i.oc,e1T /O /' A14P /yap! 9Z '"° sT /Y.Ts. A BOUNDARY SURVEY I nereov certify that the survey repre- sented hereon meets the minimum technncal standards se forth by the Board or Lund Surveyors in chapter 61G1: -6 Honda Administrative Code pursuant to Section 471027. Fla. Statutes. There are no encroachments. overlaps, easements appearnn on the Plat. the' than as shown eto. snn. ro vr..,a r r o z a F I E L �1C�TD C'S r }SA /27/ ' /99 This property described as: All of Lot 18 and the East 1/2 of Lot 17, Block 134 MIAMI SHORES SECTION NO. 6, according to the Plat thereof, , as recorded in Plat Book 10 Page 39 of the Public Records of Dade County, Florida. r PROPERTY OF: Gayles, Darrin P., 157 N.W. 92nd Street, Miami, Florida 33138 1... NES tNt) (:AIt(IA. INC. I_I3. # 2998 slAtvE1 010- MAPPERS -I..• I) I'1..a \\ :Its ERNESTO E. ESPINOSA #2946 (Misr :address: 359 Alcuar.lvenur. (*oral Fluritia 33131 13051 666 -''N 19 1 9541 52.1-3663 SCALE // 20� DRAWN BY 110264