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BP-04-350RECE VED mttft !, 2004 Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001. Permit Type (circle): Permit No. CIP206 4 — ` 50 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee unple Titleholder) 5c .o /1 1 ii' J/e`;4—) Phone # — Zg °° ?1.9.? Owner's Address ?3 t 9 Ale. 7 /floe-, City Rill -PI , 51/v/ r State • P` Zip 33/3cf- Tenant/Lessee Name /WA Phone # /4 /4 . Job Address (where the work is being done) Q3e'Z 9 E. 9 +4 f3 U C, City Miami Shores Village County Miami -Dade Zip 33/3P Is Building Historically Designated YES NO Contractor's Company Name RA S' Co N 5772.0 2u cT'o v Contractor's Address gas--1 Jo -79 >/ Phone# 3oJ b 7z _ 9939 151/Y/ /0 • /im,9 /; ..134 r73 q City /4/40'1 / State %�/ Zip 33/ 2, Qualifier Architect/Engineer's Name (if applicable) X/6 S' ‘6(-3V 5 fe 17i Phone # 30S--4,5-92 —1 c/ f 7, $ Value of Work For this Permit 13 7 , < 00 0 0 Square Footage Of Work: 911 Type of Work: Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: A s %®tom C S C -$2 Submittal Fee $ J e .11 ° l Permit Fee $ 't"� JJ Q CCF $ 6 Z �© CO /CC J rr © * ** err ** *** * * * * * * * * * * *, air ***feFwee * ** * * * * * * ** * * *** * * *fe* * *if **** Notary $ Training/Education Fee $ / 4 Technology Fee $ Scanning $ /50 Radon $ T 50 5 Zoning $`0. ©v Bond $ Xt7 Code Enforcement $ Structural Plan Review. $ 50 G "-~ Total Fee Now Due $ ` $5,s '7 , l (Continued on opposite side) Bonding Company's Name (if applicable) t 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, BOIT.FRS, 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 o rs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not %eeapproved d a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of MCX8C6, 20 04, by who is personally known to Signature Contractor 1� The foregoing instrument was acknowledged before me this ! day of Qr , 2001, by e ok * duced who is personally known to me q w sa roduced "Make an oath as iii .:' �,,.. , ,: , .,., m f e an oath. NOTARY PUBLIC: 30. �7 Sign: Print: NOTARY PUB i LIC:,� 1,`.: Sign: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. C G C.. OS ?.53 .S Certificate of Competency No. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN . - 3 2004 Plans Examiner y Engineer Zoning a,/(cr: JUN- 10- 20M 16 :16 FROM: JUN- 9 =a304 -12 :13 FROM: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT n .2 ?f? C)O $0 STATE OF FLORIDA: COUNTY OF MIAMI -OADE: TAX Folio NO/43 42(56 -66/ ' THE UNDERSIGNED hereby gives notice that improvements wIU 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 stre ttaddress: A?'Ake 4 sic - �-- TO:3057568972 P.2 INIMIflI 1 ii llilf11ii ills CF1.4 2004804 69277 OR Bic 22388 P9 1114i (1Pai RECORDED 06/11f2004 14:48:47 HARVEY RUVINv CLERK OF COURT MIAMI-DADE COUNTY,' FLORIDA LAST PAGE A. ,�.r� c Of i S/, ... ,'!. 2. Description of Improvement: e' r�%r�y+ �! e� 4 tl �e• 3. Owner(s) name and address: Interest In property: Name and address of ee simple titleholder: �4 4. Contractor's name and address: r �,.ousih,wrc Tie...► .►.z — 5. Surety: (Payment band required by owner from con = or, if any) Name and address: Amount of bond $ ,y 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1X 7., Florida Statutes, Name and address:_ r r•e`r G�4 -l4. g y9'"9 /t • �"' ,20..) S 5i -e7 8. In addition to himself. Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address;__._,,,,_, A/4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d Is specified) nature of Owner Print Owner's Name Sworn to and subscribed Notary Public Print Notary's Name my commission expires: bye tta.ee't41111C, Address: o 1r / 7, '"did./ S3 123Cf -s2 PAGE I efO2 STATE OF FLORIDA. COUNTY OF DADE 1 HEREBY CERTIFY that this ' a ruse copy of the on'(nal bled to this office on 1 J n day of K:!l11 - AD 200 WITNESS my hand and o, ,K Seat. HARV UVi C ;�fi f Cucuil•and County Court's By Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2004 Building Permit Permit Number: BP2004 -350 Applicant: SCOTT BLUMSTEIN Owner: BLUMSTEIN SCOTT JOB ADDRESS: 9329 NE 9 AVE Page 1 of 2 Contractor RAS CONSTRUCTION & DEVELOP INC Contractor's Address: 10400 SW 153 CT #8 Local Phone: Parcel # 1132060010060 Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -5797 Building Fee $4,110.00 FEE2004 -5798 CCF $82.20 FEE2004 -5799 CO /CC $50.00 FEE2004 -5800 Training and Education Fee $27.40 FEE2004 -5801 Technology Fee $102.75 FEE2004 -5802 Scanning Fee $150.00 FEE2004 -5803 Radon $45.55 FEE2004 -5804 Zoning Review $40.00 . FEE2004 -5805 Builders Bond $300.00 FEE2004 -5806 Structural Fee $150.00 Total Fees: $5,057.90 Total Feesi15,057.90 Total Receip . 0.00 (, `t loky JUN ®9 PAID Permit Status: APPROVED Permit Expiration: 9/11/2004 Construction Value$137,000.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Work: 2 STORY ADDITION CBS • Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Page 1 of 2 5/27/04 BUILDING CRITIQUE SHEET SECOND CRITIQUE BP 04 -350 1. Still need to submit Roofing and Shutter permit applications. 2. Still need letter of intent from engineer that will inspect engineered unit masonry. 3. Still need hollow core slab shop drawings for second floor. 4. Addition is greater than 25% of existing structure -- -still need to submit report required per FBC 3401.8.2.3.3 for compliance with FBC 3401.8.2.3. 5. Submit two sets of NOA's for Door D /3. Follow the procedures for submission of corrected plans on page two for your re- submittal including the removal of all voided sheets. JtA4 blA co/4(1/4,115 ocf Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 5/27/04 305 - 795 -2204 Miami Shores Village Building Department s gil' cArk*VAAlietiP 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -350 Page 1 of 2 5/27/04 BUILDING CRITIQUE SHEET SECOND CRITIQUE e5 1. Still need to submit Roofing and Shutter permit applications. 2. Still need letter of intent from engineer that will inspect engineered unit masonry. pt. 3. Still need hollow core slab shop drawings for second floor 4. Addition is greater than 25% of existing structure -- -still need to submit report required per FBC 3401.8.2.3.3 for compliance with FBC 3401.8.2.3. 5. Submit two sets of NOA's for Door D /3. Follow the procedures for submission of corrected plans on page two for your re- submittal including the removal of all voided sheets. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 5/27/04 305 - 795 -2204 Miami Shores Village Building Department 57, 01, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. $1P 3$V Job Name BUILDING CRITIQUE SHEET 3\aa:\ Q Cf ,44". ek 4 4/ pkvii hi- 4 ) 34fol, 812,3 Miami Shores Village Building Department 9Ao( a ofa 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name BUILDING CRITIQUE SHEET Ph9 Ket C45 IN v pALSS u/La 5 pi./ ''''109-1"-:9- 0-4701 V-12— 4 A 9 A- 3 -ra 7 -3\g \i(9(./ s- 19.1 vi Miami Shores Village Building Department 10050 N . ndd Avers Miami Shores, Florida 3313 „ 4 Tel: (305) 795.22 Fax: (305) 756.8972 Permit No. f " 3,5-0 Job Name u s i )4 9329 avr 9 /Oc, STRUCTURAL CRITIQUE SHEET ;Ir- a Q L7 4tz /s on 5-ya2 re/e - F a cove -544' 7-op' /mole wh«A q/iki ,except "As 12g-do,'' T1/2/5 1s d2 be spe&r /ed h d /€$ /9vt eiyliieerJ e% ,eivr rceI €'/r..4 Zvd a Provide er, la eye sc &e TAW a it' 5 c7 . Poi-foil. /' Reef, 3 TKu Odp Pi/ka44741r bhe, r-.,vi l -d_ ,_ S24 j / -/4/ , Provides eta r-e fa es L /14,6Ymez i/-; e J Miami Shores Village g Building. Department 1 050 N. .2nd Avenues_ Miami Shores, Florida 3313$J`"i ^„ Tel: (305) 795.2204 �(1U Fax: (305) 756.8972 Permit No. 'd 4 Job Name ,C0 -6-7 -7 ,4. fly. 954 MECHANICAL CRITIQUE SHEET re vide 3 ea ��9�./� (r (a C• c.-4" Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.897 y� Permit No. . AY— / 71 Job Name 91 4,jc7'/3 `t..3ct'1\.�., 1 CW ELECTRICAL CRITIQUE SHEET J i >j/e �� , e:.,1- y'4,19? ev rd Shores Village ovekkiN Miami S g BBuilding Department 7oM � � � � � 10050 N.E.2nd Avenue' V Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. p 0A/ -7-5-8' Job Name SCI e/A1$7 19/4-5 /5'Ar "y 0's ELECTRICAL CRITIQUE SHEET P A/0 '7z e 7-t ,e )z_ t® X444 /P/z w4 A e v9,/ / P/ Q/ 4C-40 )— 409 ms s" dtP - , �-,� -' A R O4 /s cp�C e .flea, ean-,e,A - r P c t- Yz5- p2 err ®� 4L P 17i¶ e> s) 7' e1$'e_ ."® 11 7 Q.2 1-e.02-- adwo - - rrio I/SA l:' 1 - e- X ■/kei) - /epee 60,®i11 d ° `� Va2 ®e ,.<7 / >- "57:„ CRITIQUE SHEET 'a 4% JOB ADDRESS APPLICANT 1-� ' 7-&-7/1/ PHONE # APPLICATION D /1' • SHEET ... OF MISCELLANEOUS ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION • 'BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with oil Federal, State. County,VUtage ruos end reputations. Village assuutee no responsibility for accuracy °flat resutts from these plans. 2. This copy of pions must be available on building site or no inspection wilt ba conducted. • DATE MAW V Cj ' COMMENTS INITIALS 3 2 e c•-) Afrektiti6 -5)*Ccii'd 63./C-/) f)f- ee4", /47-AV /S 6 4 (77/L/ 6 Dve, t /J y 7) //' c /it') en./ 5-- .2-/Z'D Pc owe k—'///(2 1,41 /6 t ( e. S cz ( 6 C'c7(0r tafy 5 7 7 Oy //-e s ��ove - z� i ..swam/ 1-, V cV Miami Shores Village Building Department of 10050 N.E.2nd Avenu Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name 04-35 i /rev -5 t4ei M 1521 Ng- Ave, '/11/04 STRUCTURAL CRITIQUE SHEET C' / 4;td 60-1 z eaodisko,- Ply or ti 513 -� 5 / 1. ge14 -et I Gv - f `a <die -- 2nd FZ apiiew - core fkhi, X�-- T �&-;4 a-'t // ‘4,7 sills '/ i ilic ts //e5 - � �e / hew he /leka Go,-e 545 Ore s'afrrel "A 7n J Hie d/ ,8edwl5 6 P /41- ki -hyp i<e# 14 Shp 4/ Xi-n/1 Z", P tke Akin _I-lets ,' eli4/ 4 c 5 c. 43/5 -3x/ '0 On See, G3/55o4 7 si red- thlcknes$ Ws-Mr rill . 7 £3 ot> home. Z'pe be5 ( 'iof pe Hew fedriit O�I sI'<!/ o e-1 b' tv jh Lr 'Ge, C3/5-5"0.0 j fi-r, mf- / is f o/- 3'e-diediitfedl, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. er1 35'0 Job Name ani5/e /e 932-9 Ale- I Ave, STRUCTURAL CRITIQUE SHEET 57 °61'4- 77'6 T, -i5 s shop drawli/ s have nab d-e� dtip a,-� ed b y f r��i 1 r Er1 y h env- - �"t�' ®Y'd. See, Grim ro e 4 C 8/ Sufis Miami Shores Village Building Department Z-31. A-4 Att.* itst cazajt 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /lJ` 203 Job Name d/ /4eri S /et va 9321 /VC 9Je. STRUCTURAL CRITIQUE SHEET ti44/L3 L .1e-u1a�c ghee. /0 of 2z sh .J , /-4! P 'L /©ad fv fi;ehAi cis-- Sri/ Be4 il ealie el 2,5" CLF, -e✓ S9 ll �'e av�� navas urn i //4 of #Sit 15 2,11 Z5" We 'Z¢" wzde P.77;4/ cepvc 4 al/ ie/tji ande✓ 5 ✓y ,,, „„r. Slab S - -Z refer 3 all is t1G6s. ez-led ed5e 14V/0c Gail /. P*031. 7 f 6 ev ei4 is /V OA r.. 044y' 6r5 pp /califrzt — TZtr r re4/1e t e-ye, dl hiked Huh evt Pja a1 S aPe ‘® _7/ le Miami Shores Village Building Department 10050 N.E.2nd Avenue Main Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. ' , 4°-' .4/ 75 Job Name / er,f -t �.% '42 / ` / "-fee ELECTRICAL CRITIQUE SHEET /4"77-- . 4t, z 3" 7_ J`-f 4,7" efL ev, -/,..g iLer- & 4 f / 9 1,1" 1/5",f,+ AT l t, IVILJA41111 kYlitnAwia v tiia ,c Building Department 10050N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ° 4771/ 7S G`) Job Name %3L eky --t' i°- /.?_5' ELECTRICAL CRITIQUE SHEET j r ,4L d Xvc wzotei L4 d V9 r to ` . 'S' ®rte ? 2 /` h,r.5 y </. - / sfrt 07,1- V cercee'e%2/q 71—,e7 c 01 / '5/ cc e Miami Shores Village e - � l , o Building. Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. k y c - Job Name Leti -rf e‘"s41 ' foi fsel MECHANICAL CRITIQUE SHEET r ? u l9 s- Ict% 0 `i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 3.s0 Job Name Nu.r s l{'<yi 9329 ArEv /pc= STRUCTURAL CRITIQUE SHEET 5.21441/64- 0e its S-coz refer' / ca T°/er no% 1.5 rexcc pf "Its t `0 " Th i5 /S 41n be spec-, ed 0,7 vike- a- iS/ ? evi514eeI5 dull ream 4rGc e /Gds w, /2,,:r7/74, el, 5.4 firluvli. /v #'a__, 7rfc�5 5h Pi•kaamlf h ! reviewed _-Q! } `� Su, ). >1�I - Gal re Gres - -- ;pitvevyzez 044. . BLUMSTEIN'S RESIDENCE Permit No. BP -2004 -350 9329 N.E. 9th Ave. MIAMI SHORES VILLAGE 5-001 Division 3 — Concrete Section 03200 — Concrete Reinforcing (Item Added) Section 03310 — Cast in Place (Item Changed) S -101 Section Mark C3 /S -504 was added S -102 Level above Beam's Label were erased S -102,1 Slab's label were changed to Hollow Core Beam's label were changed Window (staircase) on West elevation was added Detail Mark C3 /S-502 was added Detail Mark D3/S-502 was added S -103 Steel Beam's labels were added Tie Beam's labels were added S -201 -1 East elevation window's opening was changed Window (staircase) on West elevation was added S -301 Footings and Beam's labels were added Slop on cricket roof was specified Patio Section was added Detail Mark B5 -S -301 was added S -503 Detail B5 concrete column steel connection was added S -504 Stair Slab thickness was specified 12 inches lap on footing/slab connection was specified S-601 -' Concrete Beam name and stirrups spacing on Concrete Beam Schedule (RAS 03310 -04) were changed MF -1 Specifications on Footing Schedule (RAS 03310 -06) was added Stirrups Type on Masonry Tie Beam Schedule (RAS 04230 -26) was changed to 2 A Miami Shores Village Building Department —03 to 6 A 1OO5ON Avenue l , Florida 33138 Tel: (305)795.2204 Fax (305)736,8972 f, ilk Permit Na 0.4-33-0 Job Name f$/1�rYl.S,ei.� fir/ 4-- wk./- STRUCTURAL CRITIQUE SHEET eV61 50-1. $-! %i $ .adatid st4 / ' .siotkii—gind i. P ► 1441010 eere 54.40 41 4,, .f � ' r t ,r. //J I hlic' ha 61v ►+Pe 5 �: 4re 7' 7*d 1 � :. to Le' ( C.14 Ip g /f/ ilaz/i-oip fat/ iz ,74 .5-4 �s 1244t fitife "Got .547f eirtet skier en- $'. 63 s E.. 57 err rfo1: is nos ski r Tie 0.6440 ~21' hAve. ry,pe t1465 � u/ 4- -e'C4 3-k)Z ` � s/44. fir-51 l oor frandmi sAiria.5 bait 5/ s CV, nro J11471,3 s A4F 1 is not 5 e le e I TOO WO'ON GESEGL9G026 53NOHS twraiw 6T :ST tr JR1 / S -! L Miami Shores Village Building Department 10050 N.E.2n4 Avenue Dares, Mann Florida. 33135 Tel: (3 795.2204 Fen (305) 756.g972 Permit Na. dab Name fc& BUILDING CRITIQUE SHEET c"r 1Od 92■'OH � '9 f ASH11I6 S3LID}4S IWHIW St:St t002/£c/M "OR r Miami Shores Village Building Department 5/0/4- 0-e a 10050 N.R2nd Avexwe blismiStimilOWW133138 W305)795_2204 795.2204 (305j 756.8972 Permit No. te c -~ Job Name BUILDING CRITIQUE SHEET eS ACCISK 4- 411111in q 11-1C !UMW ft:Ct t . r I 5` YOUR PLANS HAVE BEEN REVIEWED AND CORRECTIONS TO YOUR PLANS ARE REQUIRED. PLEASE FOLLOW THE PROCEDURES BELOW TO EXPEDITE THE RE- REVIEW OF YOUR PLANS. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. CHANGE SEPIA AND REPRINT PAGES. 2. REMOVE OLD PAGES FROM ALL PLAN SETS AND SUBSTITUTE WITH CORRECTED PAGES. A. MARK OLD PAGES "VOID" ON 'l 'HE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPT. AND D.R.C. STAMPS. C. RETURN ONE SET OF VOIDED SHEETS FROM PLANS. 3. SUPPLY AN ERRATA SHEET ADDRESSING EACH ITEM ON THE STRUCTURAL CRITIQUE AND SHOWING LOCATION OF CHANGES /CORRECTIONS TO PLANS. A. HIGHLIGHT ALL CORRECTIONS ON PLANS. FORM 600A -2001 q r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: AIMEE & SCOTT BLUMSTEIN 9329 N.E. 9TH AVE. MIAMI SHORES, FL 33138 -2903 AIMEE & SCOTT BLUMSTEIN Central Builder: RAS Permitting Office: MIAMI SHORES Permit Number: BP 2004 -350 Jurisdiction Number. 232600 1. New construction or existing Addition 2. Single family or multi- family Single family 3. Number of units, if multi - family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 788 ft2 7 Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 0.0 ft2 0.0 ft2 b. Default tint 0.0 ft2 0.0 ft2 c. Labeled U or SHGC 69.0 ft2 4.0112 8. Floor types a. Raised Concrete b. N/A c. N/A 9. Wall types — a. Concrete, Int Iosul, Exterior R= 19.0,1277.0 112 — b. N/A c. N/A d. N/A e. N/A 10. Ceiling types — a. Under Attic R=30.0, 378.0 fie — b. Under Attic R =30.0, 450.7 ft2 c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R 6.0,112.7 ft _ b. N/A ft2 12. Cooling systems a. Central Unit b. N/A c. N/A 13 Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Natural Gas b. N/A c. Conservati (BR- 15. D PT-Pr MZ -C -Mul MZ H Multizone Cap: 18.9 kBtu/hr _ SEER 10.20 Cap: 12.3 kftu/hr — COP: 1.00 Cap- 50 0 gallons — EF: 0.66 1MFL -H Glass/Floor Area: 0.09 Total as -built points: 10416 Total base points: 11735 PASS I hereby certify that the plans and specifications covered by this calculation are in compliancesith the Florida Energy Code. PREPARED,BY: Raul A. Schwerdt, P.E. DATE: 4:7`' 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.30) ENERGY PERFO CE LEVEL (APL) DISPLAY C ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. AIMEE & SCOTT BLUMSTEIN, 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 18.9 kBtu/hr 3. Number of units, if multi - family 1 _ SEER 10.20 4. Number of Bedrooms 1 b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 788 112 c. NIA 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 0.0 ft2 0.0 ft2 _ 13. Heating systems h. Clear - double pane 0.0 ft2 0.0 ft2 _ a. Electric Strip Cap: 12.3 kIltu/hr _ c. Tint/other SHGC - single pane 69.0 ft2 4.0 ft2 _ COP: 1.00 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Raised Concrete R=5.0, 788.0ft2 c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Natural Gas Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R- -19.0,1277.0 ft2 EF: 0.66 b. N/A _ b. N/A _ c. N/A d. N/A c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R= 30.0, 378.0 ft2 _ 15. HVAC credits MZ -H b. Under Attic R- -30.0, 450.7 112 _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 112.7 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this hom Construction through in this home before based on installed Cod Florida Energy Efficiency Code For Building features which will be installed (or exceeded) , a new EPL Display Card will be completed Builder Signature: Address of New Home: Date: 9 AA City/FL Zip: U *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarmMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai, Qigigv ' ersion: FLRCSB v3.30) FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004 -350 1 BASE CODE COMPLIANCE STATUS AS -BUILT 1 WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2564.00 2564.0 50.0 0.66 As -Built Total: 1 1.00 1408.48 1.00 1408.5 1408.5 PASS EnergyGaugeT*' DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 6968 2203 2564 11735 5548 3460 1408 10416 PASS EnergyGaugeT*' DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004 -350 1 BASE AS -BUILT Winter Base Points: 3511.3 Winter As -Built Points: 3165.5 Total Winter X System Points Multiplier = Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 3511.3 0.6274 2203.0 3165.5 1.000 (1.078 x 1.160 x 0.92) 1.000 0.950 3165.5 1.00 1.150 1.000 0.950 3459.6 3459.6 EnergyGaugem DCA Form 600A -2001 EnergyGaugeefFIaRES'2001 FLRCSB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004 -350 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 BASE 1 AS -BUILT 1 GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 788.0 5.88 831.2 Double, SC=0.64 Single, SC==0.74 Single, SC =0.74 Single, SC =0.74 Single, SC =0.74 As -Built Total: W 0.0 0.0 E 0.0 0.0 N 0.0 0.0 S 0.0 0.0 S 0.0 0.0 4.0 10.50 1.00 45.0 13.61 1.00 8.0 15.65 1.00 8.0 11.73 1.00 8.0 11.73 1.00 73.0 420 612.4 125.2 93.9 93.9 967.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 1277.0 2.00 2554.0 1277.0 2554.0 Concrete, Int Insul, Exterior As - Built Total: 19.0 1277.0 0.80 1277.0 1021.6 1021.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic Base Total: 788.0 0.64 504.3 788.0 504.3 Under Attic Under Attic As -Built Total: 30.0 30.0 378.0 0.64 X 1.00 450.7 0.64 X 1.00 828.7 241.9 288.4 530.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised Base Total: 0.0(p) 0.0 0.0 7....0 -0.20 -157.6 -157.6 Raised Concrete As -Bunt Total: 5.0 788.0 1.10 788.0 866.8 866.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 788.0 -0.28 -220.6 788.0 - 0.28 -220.6 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 IADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004 -350 I FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details BASE AS -BUILT Summer Base Points: 16334.8 Summer As -Built Points: 14750.3 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 16334.8 0.4266 6968.4 14750.3 1.000 (1.087 x 1.150 x 0.90) 0.334 1.000 14750.3 1.00 1.125 0.334 1.000 5547.9 5547.9 EnergyGaugem DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004-350 I I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 788.0 25.78 3656.8 Double, SC=.64 W 0.0 0.0 4.0 32.69 1.00 130.7 Single, SC --0.74 E 0.0 0.0 45.0 44.08 1.00 1983.6 Single, SC=0.74 N 0.0 0.0 8.0 19.55 1.00 156.4 Single, SC=0.74 S 0.0 0.0 8.0 32.65 1.00 261.2 Single, SC --0.74 S 0.0 0.0 8.0 32.65 1.00 2612 As - Built Total: 73.0 2793.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 19.0 1277.0 0.20 255.4 Exterior 1277.0 1.90 2426.3 Base Total: 1277.0 2426.3 As -Built Total: 1277.0 255.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As- Bulllt Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 788.0 2.13 1678.4 Under Attic 30.0 378.0 2.13 X 1.00 805.1 Under Attic 30.0 450.7 2.13 X 1.00 960.0 Base Total: 788.0 1678.4 As -Built Total: 828.7 1765.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Stab 0.0(p) 0.0 0.0 Raised Concrete 5.0 788.0 -1.70 - 1339.6 Raised 788.0 -3.43 - 2702.8 Base Total: - 2702.8 As -Built Total: 788.0 - 1339.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 788.0 14.31 11276.3 788.0 14.31 11276.3 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 9329 N.E. 9TH AVE., MIAMI SHORES, FL, 33138 -2903 PERMIT #: BP 2004450 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maxdmum:.3 cfrn/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding waft; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. ,ad Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.12.3 Between wails & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. i1/444 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a iv sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. ili- y° Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. ;� Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. If 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit' breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. ,ad Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 4/,i HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. 1 EnergyGaugena DCA Form 600A -2001 EnergyGaugeti/FIaRES'2001 FLRCSB v3.30 Project Summary Entire House Pro'ect Information: Job: Date: For: AIMEE & SCOTT BLUMSTEIN 9329 N.E. 9TH AVE, MIAMI SHORES, FL 33138 Phone: 305 -756 -9199 Notes: Desi • n Information' Weather. Miami, Intl AP, FL, US Winter Design Conditions Outside db 50 °F Inside sign TD 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range. Relative humidity Moisture difference 90 °F 75 °F L % 5566 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 7037 Btuh Structure 10493 Btuh Ventilation air 0 .cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 7037 Btuh - = II , • • _ = n 9958 Btuh Infiltration Method Simplified Construction quality Average Fireplaces Heatin Cools Area (ft2) 7 Volume (ft$) Air changes/hour 1. Equiv. AVF (cfm) 1 tent Cooling Equipment Load-Sizing Internal gains fl Btuh Infiltration ti� 2409 Btuh Total latent equip. Toad 2727 Btuh Total equipment load Req. total capacity at 0.70 SHR 12685 Btuh 1.2 ton Heating Equipment S ' Cooling Equipment Summary Make k hx ake Lennox Trade . Trade Lennox l Mode r k Gond 10ACC -018 - 230-" Coil CR26- 18N- F +LB -85663L 10.2 SEER Efficiency 8 ', ` Efficiency Heating input 0 Btuh Sensible doting 12320 Btuh Heating output 0 Btuh Latent sting 5280 Btuh Temperature rise 0 °F Total cooling 17600 Btuh Actual air flow 587 cfm Actual air flow 587 cfm Air flow factor 0.083 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.05 in H2O Static pressure 0.05 in H2O Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 8th wng htsoft RightSu8e Residential J6 5.6.31 RSR27025 AC F:l Engirueer s\DesignnResIdentR031007 Scott Blumstein1031007 Residential Job tdame\031007 Fo Perml eb- 2515:46:2 Page 1 Right -J8 Worksheet Entire House Jab: Date: BY: 1 2 3 4 5 Room name Exposed Gaffing height Room dimensions Room area Entire H 8.8 ft d 788.0 ft2 BATHROOM oROOM 8.0 ft beat/cool 15.0 x 13.0 ft 195.0 ft2 Ty Construction U -value Or 1-1111A Area (ft') Load Area ft') Load ■ number (Btuhlft' °F) (Btuhtft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP /S Heat Cool Gross N/P/S Heat Cool 6. 14i 13E -5ocws 0_050 n 1.00 0.74 240 : 232 232 172 0 0 9 0 r--G 1A -Clow 0.900 n 18.00 26.83 8 0 144 215 0 - 0 0 tt �J 13E -6ocws 0.050 e 1.00 ' 0.74 435 390 390 289 104 92 92 68 t--G 1A -c1ow 0.900 a 18.00 74.91 45 0 810 3371 12 0 216 899 11 W, 13E -5acws 0.050 s 1.00 0:74 240 224 224 166 120 104 104 77 1A c1t 0.900 s 18.00 29.48 8 0 144 236 8 0- 144 238 1C -clams 0.900 s 11.40 29.48 8 0 91 236 8 0 91 238 14i 13E -5ocws 0.050 w 1.00 0.74 435 431 431 319 104 104 104 77 L.. G 1i) C2ow 0.570 w 11.40 62.30 4 0 46 249 0 0 0 0 C 16B -3Oad 0432 ; - 0.64 1.73 378 378 242 656 195 195 125 338 C 1713-881 0.105 - 2.10 4.75 451 451 946 2139 0 0 0 0 F 19C-19cscp 0.049 - 0.34 0.25 788 156 288 ' 199 ; 195 ': 41 66. 49 Envelope tossfgain 3988 8245 942 1980 -°1- 12 a) Infiltration 2671 1042 649 253 b Ventilation 0 0 0 0 t3 Interred gains: Occupants ±. 230 0 1100000 0 0 Appliances G 1200 0 0 0 Less external Toad 0 0 0 Less transfer 0 0 0 Redistnbtrtion 0 0 0 14 Subtotal 8639 1591 2233 15 Dud loads 6% 13% 398 6% 13% 95 290 Total room load 7037 10493 1687 2523 Air required ((fin) 587 587 141 141 Printout certified by ACCA to meet all requirements of Manual J 8th vying Ii 1 tsc?ft Right -Suite Residential J8 5.8.31 RSR27025 F:1Engineers\Design\Residentia1 i1o07 Sett Blumstefn1031007 Residential Job Namet031007 For Penmi Right-J8 Worksheet Entire House Job: Date: 1 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area HALLWAY 37.0 ft 8.0 ft heat/cool 11.0 x 13.0 ft 143.0 ft2 BEDROOM 2 25.0 ft 9.5 ft heat/cool 17.0 x 17.0 ft 289.0 ft2 0 Ty Constructor' number U -value (Btult °F) Or HTM (Btuhrf 2) Area (ft2) or perimeter (ft) Load (Stub) Area ft'} or perimeter (ft) Load (Btuh) Heat Cool Gross NfP1S Heat Cool Gross PHP/S Heat Cool 6. IV 13E -5oonrs 0.050 n 1.00 0.74 88 80 80 59 f n� a 7d�rno�ac+W�n�a� 48 48 36 L---G 1A-claw 0.000 n 1800 28.83 8 0 144 215 0 0 0 6 t--13E G 1A -ciow 0.050 0.900 e e 1.00 18.00 0.74 74.91 104 12 92 0 92 216 68 899 141 0 141 378 104 1573 11 lit 13E -Socws 0.050 s 1.00 074 0 0 0 0 16 ` 18 12 1A C1 iw 0.800 $ moo 29:48 4 0 0 0 0 0 0 1C -claws 0,900 S 11:40 29.48 0 0 0 0 0 0 0 W 13E 0.050 w 1.00 0.74 104 104 104 77 28 26 19 L...J3 1D -C2ow 0.570 w 11.40 62.30 0 0 0 0 0 0 0 C 16B -3064 0.032 : - 0.64 1.73 143 143 92 248 15 10 26 C 17B -6a1 0.105 - 2.10 4.75 0 0 0 0 306 644 1455 F 18C -19cscp 0.049 - 0.34 025 143 37 49 < 36 26 98 , 73 Envelope loss/gain 776 1602 1359 3297 12 a) Infiltration 586 229 497 194 b) Ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Less edema! load 0 0 0 0 Less transfer 0 0 0 0 RecTatnbution 0 0 0 0 14 Subtotal 1362 1831 1856 3491 15 Duct loads 6% 13% 82 238 8% 13% 111 453 Total room load 1443 2068 1967 3944 Air required (cfm) 120 116 464 221 Printout certified by ACCA to meet all requirements of Manual J 8t Wt'1gli tSOitt Right-Suite Residential J8 5.8.31 RSR27025 F: tEngkceeisstDesigntResidentiail031007 Scott Blwnsteln 031007 Residential Job Namee031007 For Penni e 515:48:27 Page 2 Right -J8 Worksheet Entire House Job: Date: BY: 1 2 3 4 5 Room name Exposed wall wing fight Room dlmenslons Room area WALK -IN CLOSET 33.0 if 9.5 9 heat/cool 8.0 x 17.0 ft 136.0 92 POWDER 20.0 ft 8.0 ft heatkool 5.0 x 5.0 ft 25.0 ft2 s Construction number U-value (Btuhflt2 - F) Or HIM (Btuhttt2) Area or perimeter (ft) (Stub) or perimeter (ft) (Stull) Heat Cool Gross NWPFS Heat Cool Gross NM Heat Cool 6, 4/ 13E -5ots 0.050 p 1.00 0.74 64 64 84 47 40 `' 40 40 30 '-G 1A -C1o�N 0.900 n 18.00 26 83 0 0 0 0 0 0 0 0 1� 13E -Sows 0.050 e 1.00 0.74 26 26 26 19 40 40 40 30 �--fi 1A c1�a 0.900 e 18.00 74.91 0 0 0 0 0 0 0 0 11 13E-5 0.050 8 1.00 0.74 64 64 64 47 40 40 4t1 30 1A-Clow 0.900 s 18.04 29.48 D 0 D 0 0 0 0 0 1C clown 0.900 s 11:40 29.48 0 0 0 0 0_ 0 0 0 W 13E -5ocws 0.050 w 1.00 0.74 162 158 158 117 40 40 40 30 �-- C ID -c2ow 0.570 w 11.40 62.30 4 0 46 249 0 0 0 0 C - 16B-30ad 0.032 - 0:64 1.73 0 0 0 0 25 255 16 43 C 178.6a1 0.105 - 2.10 4.75 144 144 303 684 0 0 0 0 E 19C- 19cscp 0.049 - 0.34 0.25 136' 33 46 34 25 20 8. 6 Envelope iosslgain 706 1198 184 168 12 a infiltration 623 243 317 124 b) Ventilation 0 0 0 0 1 Intern al gains: Occx ss c, 230 0 0 0 0 Appliances c 1200 0 0 0 0 Less external load 0 0 0 0 Less tram 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1329 1441 501 292 15 Duct Roads 6% 13% 80 187 8% 13% 30 38 Total room load 1409 1629 531 329 Air tuned (cfm) 118 91 t 44 18 Printout certified y ACCA to meet all requirements of Manual J 8th Ed :iEnginerslDesign Residential�l0331007 Scott Bhsnstelnt03100 Residential Job Namee031o07 For Penni BUILDING PROMO' t� NOTICE OF A Ja d -Wen, Yom. 31729 Highway d7 N. Chilogdn, ScQPn: This NOA is being issued The by the Boadof Rules and he Aided* Having have this preabot or T the accepted mann; lis NOA shad not be Division Oii Mend Dade revoke, modify. or wrote this accesdanse, m ,aa1 foils to =et die This` product ie approved Z o n e the P ,_, li:;f ] N: Series 1 APPROVAL inWond Miami-Dade b y LAMM: Hash unit 114Tssau Boner slatenunt RENEWAL cf ell NON, change hi the applied& TMnNATi a dds preduct, for sales, With soy section of this i 1 the expiention date may be It done ir its es r. INSPECTION: : A copy mud shall be available r NOA renews NOA The ate, • OFFICE ( w cwttc o, l ) ANCE OA O D DE FAt BUJ LD I N G 140 WEST FLA+ MEM SUE i 211441,PLORID.A. 33130.156 3 375.2901 FAB(303) 375-3 c e }:. ( A 1 . the • . the Wre i has reviewed by County Product Control DMA= (NORA)tobe used. m bend Dade Coady and allowed by IS f' , . . e f ma the esphatkix date mated below. Tis b Dade CO tter Prod:at Castro ! ) andlsw the AID (m area other an Mani Da a County) Yemen the right to tested Sr quality' amen= pupas= Millis podia* or Material fails to perform in il the expense of such mating and the AN smy immediately the use aim* within their jurisdiolion. BORA reserves the Agi t it Is determined by Mama-Dade County readmit Cootrol Division that this product or spiffigahle %i t csab. s Is a a herds. destmlied and has bozo desired to comedy with the High Woolly Nurica ue seer id Outswing Opaque WM Insulated Sad lkior-lenpatt wms 4,-Blzisis 1 through 5r, bjR W.a_a -c Centel Ramat Wimp with of Amman= number and =Oath= dem Product Control anal l bears palmed label with dmsnUUcturer'sne reorlop, i1y, slain and Dade County Postbag Conant Approver, , nosed =min. be considered idler amawai appliation has Inca Sled and thwe has beat no code y affecting dm perrommiere *Ms product. will occur after the dsieetifthmm has been ax encc change is the of the product or pmcess. Moose ofdis NOA aeau endomement O&aay Ord other pusposes autersdically tirmlnans this NO . Rolm to comply taudi beaanoeibrt o and z ie of'NOA. NOA mint weeded by the w Cdr, Plorida , and followed by in adverdsba liteaatise. Ifaaypa orate NO&i thspbyed, then it steal r this embe NOA sbalbbe provided to the us by the sumudittuter Brits dismiimbers cmat**job site at the z iaf the Building Official. I and consists of t this page 1 alt wall as approval above. was reviESOOtt byMound Pte, Pl. og NOA No 2.06 Esplration Data August 00, 2007 Appraval Elate AMSoet 68„ Page 3 DoorCrafs Steel OfissIGNG crlulff max Wan tvotnEEMIEUGSGLATEC BIM =GUM 11000.0111M GENERAL NOTES • 1. 1119 Pit IKA IS CEO TO MW VS KM Sant OIIIJ G GM MI MI RIR MW4 Mf'IF. COM'. 2. WM MSS BY MOS. WS? SE SitliORED PROMO' TO SWIM LOW ID DIE S! E. 3. FOISUUCT /02110111 MAU. 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MAW 1 AH, e• —r HeighttoP104 e' —O" Haight 6 PANEL EMSQ55EQ : QOORS HEWED FROM EXTERIQR (MOWN FOR fSMB1Y OF + , atostoolivaltaMotesitolll 000! r Tat 6'8" 6 PANEL �►t?OR VIEWED FROM EXTERIOR wNtrr- :71:"~.7Ci rr.irrz:�'s7ifr 7r 71rra rrrr--�,�::�w Cliff E17.17" iLiM 1 7,43. . IE. 11YaK7. 11 r:1ir rT.1r6 t `L1C? Y __ .arll 1E:11',41:Aar7..:'lr"i :A '�L�L: ••••�i rwir"..,,=.111=1"=" ..,, :u!"°E1 fiat°"" r rrt tr ouilrr 101 :TAU, rig Irr rE ■r %u I a �e7 laii!Er.:717ainill,77111117ndrliE ,}A• U7Mt 1: : Ri="l�F:r�i'l E• Y 1r 171 rill I r. 101 rzanAcrrirmnx.71r( r7i 1,71 ^ F� l Lr'n'N -- °"" T f f.iiiJrJi� :!r E"1=1 kLYArilaildllip1111111111111111111Nil 4 0 LL' rarreging r iori_, . ,...,.......,„,„..„,.. .,......,......04,,, 1-3/e 1‘2 AO 41' 0 0 e • 0 314 Faa WOO SOW= • aFla MOW MOM M HORIZONTAL cFOSS. SECTION mP, musty nen Vigo IMO CAL JRQSS SEC11ON MOM NOM Algageo of won stio-egol graorgY TO OE IRMO ft /MOW OF WOD. II MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 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. 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 Building Code. DESCRIPTION: Series SWD -10i ing m�num French- D Jr impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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: 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 ";Lnfess 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 # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. thpg 22. " NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 7 1/2" -- x 37.500 144x 7 1/2" 7 1/2' -- 5 1/2' 13.5" xx 71.750 95.750 I 1 95.750 13.5" TYP. MAX. 1/2' 7 1/2" —I 1I— I— 13 MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS 2 POINT / LOCK �`' • OPTION -e 7 1/2" —I LE: 3" -{I MAX. ON CENTER TYP. HEAD & SILL Robert L. Clark, P.E. P.E. #39712 Structural — 7 1/2' 5 1/2" r-� 13.5' .j LARGE M /SSLE IMPACT DOORS f.) GLAZING: .401/464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: 30) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2' FROM CORNERS (HEAD & SILL) MAX. 5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REOUIREO 6.) REFERENCE TEST REPORT: f7L -2247 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET .3 OF 4 13.5" TYP. MAX. 5 1/2' 7 1/2" — SEALANT ON FRAME CORNERS & PANEL CORNERS PRODUCT REVISED et complying with the floras tinkling Code Acceptance No 02- 0401.12 Elgin Dale i(f� MIs Dads Pmdret Ceeeni Diddle PRODUCT RENEWED AccEPI'M+CF Na U 64%'1,04 y:xrimilay DATT. t10lEWSMC 2z17006 By lSk�� \. C_CAu L IVOIXKT OtVT.*. IXVISION t1URDIN(7 coot COM7'\LMCE OTHCti Revisions: 0) added 2p1. lock into Teirrences tiMrs. Net.. Rxtiacn S 1/54 Dmnol .c : D inci .000 t Molerion Series /Nodat SWD -101 Description: 1070 Technology Dr. Nokomis, FI. 34275 INDUSTRIES Re.,d eY lOole: ChkQ 1'ty' rola: French Door — X, XX D.B. III /IT /00 PDT NO: VENDOR NO Scde: Sheet. Droning No. Rev. Drown BY D.B. �l2/16/98 1 X 1 of4 971 0 .250 MAX. SHIM SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING 34.625 T)P. BOTH PANELS ACTIVE PANEL 3.000 —►{ 95.750 93.625 MAX. SHIM r .250 SPACE } I 1.479 84 3/4" DAYLIGHT OPENING .489 EXTERIOR 71.750 EXTE IOR INACTIVE PANEL 1 1.750 25" DAYLIGHT OPENING VERTICAL SECTION INTERIOR HORIZONTAL SECTION INTERIOR .250 MAX. SHIM SPACE ROUGH OPENING I---- 1.480 PRODUCT REVISED m.ply4g e1.16 the Florida adding Cadt AKtptante NNe 02 -0 ibt. 12 Eepiration Dot It/ 12104 Mit 1 Dede Pmdea Casuoi Dhi eo PRODUCT RENEWED AoarrANta.N.. C>I- CAI 11 • Oil EXPIRATION DATE. NNENQER 22)2 o6 pg \sue-1 1 .L1 aKd� FROot K.T tf$MI .:1X vISION Dl1RDMO CODI OOHItL* CE OFYKS Revisions: ynieeens iless asl� 0) added 2 pt. lock info room,,: t � 1070 Technology Dr. atv �d •0a Nokomis, FI. DetM AW Anpda..: r 34275 1.489 .250 "hi/ SWD -10T INDUSTRIES MAX. SHIM uotarod SPACE 3J Deaenpeien: I 1 Ro caazk,EE. as ,e e, rat.: Chkd Dot.: French Door — Elevations P.E. 139712 a.a t1 /ty /DO rer ao: VENDOR NO: Scald Sh..e: Drawing +s Row I___ 3.000 - I ROUGH OPENING Drown Data: Structural D.B. 2/16/98 2e14 971 D 1 d 11 3 /I6 ANN. — 3/16 ANN. I 3 /I6 ANN. 1.489 1.489 250 .250 MAX. SHIM 3.000 ---- 1 MAX. SHiIM 3.000 — SPACE SPACE .401' LAM. W /MONSANTO SAPLEX PVB INTERIAYER OR .401' LAM. W /DUPONT BUTAIITE 1NTFRLAYFF SEE NOTE] ON SHEET 1 DESIGN PRESSURE RATING: ±60 Daf .3 POINT LOCK ASSY, 2 POINT LOCK ASSY, s mo .464' LAM. W /MONSANTO CAFIFX PV8 INTFRI AMR SEE NOTE .1 ON SHEET 1 DESIGN PRESSURE RATING: t75 Daf, PRODUCT REVISED as eooplyleX with ex Florida B° A"«ept, N,02- 0401.12 Eapintloe Doe UIl 22101. Moo adc Product Cootmi Midas PRODUCT RENEWED Accurr NCi N.. °5-041"] • 0 L-1 C` 1PATION UATI. ND4E Udell 22L700fs Dy 1s1,tq .1. I ,wde toaOCX�tt -ta vtt:x>rc Revisions: 0) added 2 pt. lock into Telemeen IMless Nate& rrcc6mr t 1/64 Naiad .60 a: Naiad .CCO M iN: IV Seeks/MOaak SWD -101 1070 Technology Dr. Nokomis, FI. .34275 INDUSTRIES , Material: Revsa By: Data: Chkd By: Date: D.B. 11/17/00 Robert L. Clark, Prka.n er Dote: P.E. #39712 D.B. 2/16/98 Deactiption: French Door Exploded /Glazinq PCT ND: VENDOR NO Scale: Shoot. ' Damao No. Ron 3a14 971 D tuct-ural e 1 /1' TAPCON ® TYP. HEAD TYP. SILL 2Blexx 1100 /u FLONVO TYP. HERO CRON' POST mRMStR SHEAR L040 TO SLAB. xaX 4" ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DCOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 OCOR W —STRIP CHANNEL V. T. 1 QTY. /DESCRIPTION VENDOR 60375 60376 60377 67924G 60379 ALUMAX 8 (2 /eoch door top & bot. roil) 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD (ROLL FORM) 9 OL ?SWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 60380 ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX 60411 65170 61069M 6TRODA 60378M ALUMAX 7WASHA 7JNUTA 41722W 7955X 41721 71034A 4 1 /door top & bot. roil) 8 2 eo. door top & bot. roil 8 2 /eo. door top & bot. roil 8 2 /eo. door top & bot. roil 18 HINGE ASSY. 7FRMOW 19 10x.625 FLT. HO. PHIL 71058FP 20 10x1 2 FLT. HD. PHIL. 710X12PPW 21 TCP 80TT. SLIDE BOLT LOCK 41720 22 6x 1 2 FLT. 110. PHIL. 7612FW 23 8x1 1/2 SCR. PN HD. QUAD. 78112A x 27 24 SE4S1 SEALE.190 R 6SM55W QLON 25 LCCK SUPPORT ASS'Y. 4UBLOK 26 6x3 /4 FLT. HD. PH1L. 7634F .2 170 28 375 x .190 QLON 6Q300W 29 3 POINT LOCK ASS " 6Q200K Y. FD3PTAY 6 (3 frame iambs) 26 6 /hinge — hinge — doorjamb 30 5 /hinge &hinge —frame jamb 2 1 0 top /bot. of I.h. astragal 4 2 /slide bolt locks) 12 (6 /heod & sill) 3 FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VENDOR /l AF -10375 AF -10376 AF -10377 FS7924 -187 AF -10379 AF -10380 AF -12376 AF -12375 AF— 10378 41722W 41721 PGT INDUSTRIES MERCHANTS FASTENER 41720 1/lock) 6 2 /lock support ossv.) 5 1 /ostragols,fr. iambs & head) 4 1 •sr•.als & frame 'am 1 0 r.h. astragal FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL 51.15504 4UBLOK SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES 30 LOCK ACTIVE CK mummy) 32 DEAD —BOLT LOCK 7LOKAP LI KIP 33 401 LAM. W /MONSANTO 34 SILICONE 35 112 Ph. Pn. SMS 36 1 t 4 TAPCON 37 .401 LAM. W /DUPONT 38 .411 LAM. W D PONT 39 .464 LAM. W/MONSANTO 40 2 POINT LOCK ASSY. 41 18 x .75 Ph. Fl. Tek 7BLTIP 62899C 1 0 r.h. astraga 1 0 r.h. astragal 1 0 r.h. astro.a HARLOC HARLOC HARLOC Q200X190 Q375x190 FD3PTAY 100 • 880 820 H.P.G. DOW CORNING 899 N.P.G. H.P.G. H.P.G. 1 (0 .h. astragal) PGT INDUSTRIES 7834FPT SPENCER PRODUCTS 9/471 Robert L. Clark, P.E. P.E. #39712 Structural PRODUCT REVISED complllog aRb the Florida Bolding Code Acceptance No 02 -0 101.12 Expiration Date t t 2 2 Oak Rodect Coated P1'- :ODUCT RENCier.P 1 AcrtrrovcPR at— a4t1.0M cxruro70N nir7. Neven 5ex:721204G or \SL o 7 l-LL4s to. wookk 17Jnt *) Uli r K KEMIICE Revisions: D) added 2 pt. lock info ToNreaees uNer, Nab,* reatfinc f r /64 Daerd .Di a Darinal .0:0 4gou: ! 1' SariesAtedel: SWD -101 1070 Technology Dr. Nokomis, FI. 34275 INDUSTRIES Revad e)" Dote: D.B. 11 /r7 /00 Drawn By: D.B. Q kd Dab: Dot*: 2/16/98 Description: French Door — Anchorage 8.0.M. wing No. POr NO: VENDOR NO: Seale: SMat Oro 40(4 971 Rao M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 POT Industries 1070 Technology Drive Nokontis, FL 34275 SCOPE: This NOA is being . issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whcre 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 AEU (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. 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 Building Code. DESCRIPTION: Series "SH- 701 "c4Fu nine Si to lung- Windetw Impact and Non - Impact APPROVAL DOCUMENT: Drawing No. 4032, titled "Aluminum Single Flung Window ", sheets 1 through 8, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, 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 and Non - Impact 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 bccn 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. flatly 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 uscr 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 # 01- 0109.01and, consists of this page t as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 2 2 % % %% NOA No 02- 0•19.13 Expiration Date: February 25, 2006 Approval Date: May 23, 2002 Page 1 ELEVATION NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 153.3 ITEM DESCRIPTION V.T. VENDOR VENDOR 1 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS AF -12225 2 FLANGED FRAME SILL 612226 ALUMAX EXTRUSIONS AF— 12226 .3 FLANGED FRAME JAMB 612227 ALUMAX EXTRUSIONS AF -12227 FIXED MEETING RAIL 612228 ALUMAX EXTRUSIONS AF— 12228 5 SASH TOP RAIL 612229 6 SASH BOTTOM RAIL 612230 7 SASH SIDE RAIL 612231 8 GLAZING BEAD 612234 ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS AF- 12229 AF— 12230 AF -12231 AF— 12234 9 WEATHERSTRIP — VINYL BULB 6TP247K TEAM PLASTICS TP -247 10 3/16" ANNEALED GLASS PPG. LOF 11 3116" ANN. GLASS W /DUPONT 457 FILM LAM. BY ROMAC. VERICOM 12 1/4" TEMPERED GLASS PPG. LOF 13 16 x .750 PHIL. PN. H0. 7658PFAA AQUA FASTENERS 14 SWEEP LATCH MINIATURE DIE CASTING PGT 214.XX 15 18 x .625 PHIL FLT. HD. 7858WW MERCHANTS FASTENER CORP. 16 WINOLOAO ADAPTER 17 18 x .375 PHIL. P.H. TEK 612236 ALUMAX EXTRUSIONS AF -12236 78X38PPT MERCHANTS FASTENER CORP. 18 WEATHERSTRIP — VINYL BULB\ SASH 6TP249K TEAM PLASTICS TP -249 19 SASH TOP GUIDE MASTER TOOL 7 —M10 -344 20 SCREEN VINYL TECH.\PGT 21 BALANCE COVER WYBORG STAVE 22 BALANCE CALDWELL MANUFACTURING INC. 23 WEATHERSTRIP — PILE\FINSEAL 61062W SCHLEGEL CORP. FS7826 -187 24 SASH FACE GUIDE 70251 MASTER TOOL 7 —M10 -251 25 �6 x .500 PHIL. FLT. H0. 76X12FPAW SCHERER INDUST. PRODUCTS 26 SASH STOP 18 x 1.000 PHIL. P.H. SMS 612244 ALUMAX EXTRUSIONS AF -12244 27 78X1PPA MERCHANTS FASTENER CORP. 28 SILICON 62899 DOW CORNING 899 29 WEATHERSTRIP — VINYL BULB\SASH 6TP248K TEAM PLASTICS TP -248 NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. .3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 .5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 „I LT_ INDUSTRIES Reese 9y. FK Reese 8y FK Date: 4/16/02 Dots: 1/4/01 Revisor': ADD SENTRY GLASS CA Revisions: Omen By: R.S. Dare: '1/27/96 P140DUCT REVISED ss Bolding CooddswUA the Florida *tureen No !919.1 E.aplrsIon B Description: ELEVATION, NON - IMPACT 1070 TECHNOLOGY DRIVE NOKOMIS, ft 34275 P.O. BOX 1529 NORM'S, FL 34274 r,Re: ALUMINUM SINGLE HUNG WINDOW Senn /Modek SH— 701 Score: NTS Sheet 1 ar 8 Oraeup No. 4032 Rev: D 53. 125 MAX. 000 MAX. X x'11 115- ELEVATION NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 153.3 ITEM DESCRIPTION V.T. VENDOR VENDOR 1 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS AF -12225 2 FLANGED FRAME SILL 612226 ALUMAX EXTRUSIONS AF— 12226 .3 FLANGED FRAME JAMB 612227 ALUMAX EXTRUSIONS AF -12227 FIXED MEETING RAIL 612228 ALUMAX EXTRUSIONS AF— 12228 5 SASH TOP RAIL 612229 6 SASH BOTTOM RAIL 612230 7 SASH SIDE RAIL 612231 8 GLAZING BEAD 612234 ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS AF- 12229 AF— 12230 AF -12231 AF— 12234 9 WEATHERSTRIP — VINYL BULB 6TP247K TEAM PLASTICS TP -247 10 3/16" ANNEALED GLASS PPG. LOF 11 3116" ANN. GLASS W /DUPONT 457 FILM LAM. BY ROMAC. VERICOM 12 1/4" TEMPERED GLASS PPG. LOF 13 16 x .750 PHIL. PN. H0. 7658PFAA AQUA FASTENERS 14 SWEEP LATCH MINIATURE DIE CASTING PGT 214.XX 15 18 x .625 PHIL FLT. HD. 7858WW MERCHANTS FASTENER CORP. 16 WINOLOAO ADAPTER 17 18 x .375 PHIL. P.H. TEK 612236 ALUMAX EXTRUSIONS AF -12236 78X38PPT MERCHANTS FASTENER CORP. 18 WEATHERSTRIP — VINYL BULB\ SASH 6TP249K TEAM PLASTICS TP -249 19 SASH TOP GUIDE MASTER TOOL 7 —M10 -344 20 SCREEN VINYL TECH.\PGT 21 BALANCE COVER WYBORG STAVE 22 BALANCE CALDWELL MANUFACTURING INC. 23 WEATHERSTRIP — PILE\FINSEAL 61062W SCHLEGEL CORP. FS7826 -187 24 SASH FACE GUIDE 70251 MASTER TOOL 7 —M10 -251 25 �6 x .500 PHIL. FLT. H0. 76X12FPAW SCHERER INDUST. PRODUCTS 26 SASH STOP 18 x 1.000 PHIL. P.H. SMS 612244 ALUMAX EXTRUSIONS AF -12244 27 78X1PPA MERCHANTS FASTENER CORP. 28 SILICON 62899 DOW CORNING 899 29 WEATHERSTRIP — VINYL BULB\SASH 6TP248K TEAM PLASTICS TP -248 NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. .3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 .5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 „I LT_ INDUSTRIES Reese 9y. FK Reese 8y FK Date: 4/16/02 Dots: 1/4/01 Revisor': ADD SENTRY GLASS CA Revisions: Omen By: R.S. Dare: '1/27/96 P140DUCT REVISED ss Bolding CooddswUA the Florida *tureen No !919.1 E.aplrsIon B Description: ELEVATION, NON - IMPACT 1070 TECHNOLOGY DRIVE NOKOMIS, ft 34275 P.O. BOX 1529 NORM'S, FL 34274 r,Re: ALUMINUM SINGLE HUNG WINDOW Senn /Modek SH— 701 Score: NTS Sheet 1 ar 8 Oraeup No. 4032 Rev: D • 53.125 MAX. 76.000 MAX. ELEVATION LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 53.125 WIDE x 78.000 HIGH NEG POS -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 NEG POS NEG POS NEG POS NEG POS 37.000 - 60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 - 60.0 60.0 -60.0 60.0 -60.0 60.0 -56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 48.000 -60.0 60.0 -60.0 60.0 -53.0 53.0 -47.3 47.3 53.125 -60.0 60.0 -58.2 58.2 -47.2 47.2 -42.6 42.6 Robert E. Clark. P.E. PE 139712 :trod odd INDUSTRIES Revd By: FK Date: Rend 8y FK 4/16/02 Dote: 1/4/01 Re icons: ADD SENTRY GLASS CA Revisions: Ote.a er. R.S. Dote: '1/27/96 mummer ItE.VESE.D as complying obit the Florida Oeidias Code Amer:tame No Yt4.t3 Expiration 11 ml Dade Product C Won 2031. 12e1e63644: ELEVATION, IMPACT 1070 TECHNOLOGY DRIVE NOKOMIS. FL .34275 P.O. BOX 1329 NOKOMJS. FL 34274 read ALUMINUM SINGLE HUNG WINDOW SrNee/Modet SH -701 Srate: 'sneer NTS 2 w 8 Crowing No rev. 4032 D 34.500 DAYLIGHT OPENING MAX. 76.000 MAX. ROUGH OPENING 2.710 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING VERTICAL SECTION 48.250 DAYLIGHT OPENING MAX. 49.562 DAYLIGHT OPENING MAX — "0" 53.125 MAX. HORIZONTAL SECTION 3/16" ANNEALED CLASS 3/16" HEAT STRENGTHED OR TEMPERED ROUGH OPENING 3/16" ANNEALED W /OUPONT FILM — (45 j INTERIOR SIDE 3/16" HEAT STRENGTHENED W /DUPONT FILM — (457) INTERIOR SIDE l/4" TEMPERED GLASS NOTES: GLAZING OPTIONS 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD #5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) #8x 1 " PPH SMS 2) WEEP HOLES: (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS 11; T■ INDUSTRIES R FK R FK We: 4/16/02 Dote: 1/4/01 Rev ADD G1A55 OPTIONS RedNens: Oro. By. R.S. Derenptiont Datc 1/27/96 PRODUCT REVISED U complying with Ibe noel& Bali *zCode Aaepsume No 0?-0111.a E&pir* - DateF_ taK By b Woe SECTIONS & GLAZING OPTIONS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Dtle: ALUMINUM SINGLE HUNG WINDOW eves /anent Seek: Sheet: Drawing No. SH -701 NTS 3 or 8 4032 .737 2.274 2 784 .705 ALUM. 6065 -T5 ALUM. 6065 -T54 t■- 1.451 .490 11 j .062 ALUM. 6065 -T5 .655 2.784 0 .062 —tr ALUM. 6065 -75 2.325 �1 2.330 Fes I-- 1.350-N - 4 f7 0 ) ALUM. 6065 -T5 1.969 .062 -**— 1.523 2 710 7.123 I I —+•-{ .414 �+-- 1.023 ALUM. 6065 -T5 1.165 .062 1.348 ALUM. 6065- TS ALUM. 6065 -T54 T■ INDUSTRIES Revad 6y FK Rend By: FK Gate: 4/16/02 1/4/01 Revisions: ADD SENTRY CLASS CA Revisions: Omen tly R.S. Oete: 1/27/96 PRI)O761 I7 I'I1171 as complyingwittl the I loriJa Mottling ('tale Acceptance Nos2 +0y IS. If Explcatiaa pale, L7 LQy 87 / DhWa■ °enrol OtunpUOn: EXTRUSION PROFILES 1070 TECHNOLOGY 0R1VE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Title: ALUMINUM SINGLE HUNG WINDOW Sales /Uodei: SH— 701 Scale: NTS oC 4 er 8 Growing No. Rev: 4032 COMPARATIVE ANALYSIS FOR. GLASS: 3116 ANNEALED FTL -1536 NOTES: 1.1 Numbers in t) parentheses are quantity of anchors Per side, 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 51300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4 ) Numbers are for 810 screws or 3116" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rad are required. (Total of 4 anchors at each meeting rail) Anchors 6" from each corner and as follows: MAX. SIZE 53.125 x 76 000 Smallest Fasteners Max. spacing at head & sill = 14" Max spacing at jambs = 14" FTL 1535 COMPARATIVE ANALYSIS FOR GLASS: 3/16 ANNEALED NOTES: 1,1 Numbers in (1 parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparable Analysis and Glass Table ASTM 01300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 812 screws or 114- Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rad) Anchors 6" from each Corner and as follows: Max. spacing at head 8 sill = 14" Max spacing at jambs = 14" MAX. SIZE 53 125 x 76.000 Larger Fasteners Window Width 19.125 (41 Window Height 26.000 (12) nag Pas -120.0 89.3 38.375 (12) nog poll -120.0 69 3 50.625 (12) nag p05 -120.0 69.3 63.000 (16) neg pas -103.3 69.3 76.000 (16) ^e9 POI -79.7 69.3 Window Width 19.125 L) Window Height FT- -'536 26.00058) nag Pas 38.375 58) nag Pill 50.62558) 63.00058) 76 000 512) -120.0 nag Pas nag Pas nag 24.000 (4) -120.0 69.3 -120.0 69.3 -120.0 69 3 -92.8 69.3 -120.0 89.3 -120.0 69.3 -103.3 69.3 •79.7 69 3 26.500 (6) -120.0 69.3 -120.0 69.3 -120.0 69.3 -89.6 69.3 -69.4 69.3 24.000 (44) -120.0 69.3 -120.0 69.3 -120.0 69.3 -92.6 69.3 -69.4 69.3 32.000 (6) -120.0 69.3 -120.0 69.3 -98.7 69.3 -80.3 69.3 -86.0 66.0 26.500 (6) -120.0 69.3 - 120.0 69.3 -120.0 69.3 -89.6 69.3 •66.0 66.0 37.000 (6) -120.0 69.3 -120 0 69.3 -84.6 69.3 -69.4 69.3 -61.5 61.5 32.000 (6) -120.0 69.3 -120.0 69.3 -98.7 69.3 -80.3 69.3 -61.5 61.5 40.000 (8) •120.0 89.3 -115 4 69.3 -79.2 69.3 -64.7 69.3 -60.0 60.0 37.000 (M -120.0 69.3 -120.0 69.3 -84.6 69.3 -69.4 69.3 -60.0 60.0 44.000 (8) -120.0 69.3 -107.6 69.3 •71.3 69.3 -58.2 64.7 -56.7 56.7 40.000 U -120.0 69.3 -115.4 69.3 •79.2 69.3 -64.7 64.7 -56.7 56.7 48.000 (8) -120.0 69.3 -101.8 69.3 -83.7 63 7 -53.0 58.2 -51.7 51.7 44.000 (8) -120.0 69.3 -107.6 69.3 -71.3 69.3 -58.2 58.2 •51.7 51.7 53.125 (8) -120.0 69.3 -93.2 69.3 -58.2 58.2 -47.2 53.0 -47.3 47.3 48.000 U -120.0 69.3 -101.8 69.3 -63.7 63.7 -53.0 53.0 -47.3 47.3 47.2 -42.6 426 53.125 (8) -120.0 89.3 -93.2 69.3 -58.2 58.2 -47.2 47.2 -42.6 42.8 COMPARATIVE ANALYSIS FOR GLASS: 3116 HEAT STRENGTHENED OR TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE ROTES: 1.) Numbers in t 1 parentheses NOTES: 1.1 Numbers In (1 parentheses are quantity of an09rors Per side 53.125 x 78.000 are ouanthv of anchors oer side 53.125 x 78.000 2.) Negative Design Loads based on Comparative Analysis and Glass Table 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 51300. Smallest Fasteners ASTM 51300. Larger Fasteners 3.) Positive Design Loads based on Comparative Anaysis and Water Test Pressure. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numtrers are for 610 screws or 3/16" Tapcons. 4.) Numbers are for 012 screws or 1/4" Tapcons. 5) (2) Anchors 4" apart. 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each Corner and as follows: Anchors 6" from each comer and as follows: Max. spacing at head & 55 = 14" Max. spacing at head & sill = 14" • Max. spacing at jambs .14" Max. spacing at jambs = 14- FTL -1538 FTL -1536 Window Window Height Window Window Height Width 26.000512) 38.375512) 50.625512) 63.000518) 76.0005167 Width 26.00058) 38.37558) 50.62558) 63.000{8) 76.000512) neg poll 1109 108 1109 Pas neg P05 neg P05 neg poll nag poll neg P05 nag 505 neg P05 37.000 (6) •135.0 69.3 -135.0 69,3 •126.3 69.3 - 87.3 69.3 -60.0 60.0 37.000 (6) -135.0 69.3 -1350 69.3 - 126.3 69.3 - 87.3 89.3 -60.0 60.0 40.000 (8) - 135.0 69.3 •133.4 69.3 -112 4 69.3 -87.3 69.3 -60.0 80.0 40.000 (8) •135.0 69.3 -133.4 69.3 - 1)2.4 69.3 -87 3 69.3 •60.0 60.0 44.000 (8) -135.0 69.3 - 117.9 69.3 -98.1 64.3 -87.3 89.3 - 60.0 60.0 44000 (8) -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 89.3 - 60.0 60.4 48.000 (B) -135.0 69.3 •105.6 69.3 -87.0 69.3 -76.6 69.3 -60.0 00.0 48.000 (8) -135.0 693 -105.6 693 - 87.0 89.3 -76.6 13 9.3 - 60.0 60.0 53.125 (8) -128.4 69.3 -93.2 69.3 -76.0 69.3 -66.1 88.1 -80.0 60.0 53.125 (8) -128 4 69 3 •93.2 69.3 •78.0 69.3 - 66.1 66.1 - 60.0 60.0 REFERENCE TEST REPORT: FTL -1536 (7; - ITT INDUSTRIES Rerse 9y: FK Reese 8y: FK Pate: 4/16/02 te• 1/4/01 Revisions ADD H.S. & TEMP. OPT ReyisiGn4: Oran 91: R.S. Date: 1/27/96 PRODUCT REVL%F.h Bidets& Coods Ux F6u M, Aaepteetr h Or- CYr•.13 El 4.4 Bede 1Nddoa 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Description: COMPARATIVE ANALYSIS, NON - IMPACT 3/16 rut: ALUMINUM SINGLE HUNG WINDOW Series /Modes SH- 701 5881.: NTS Sheet: 5 ar 8 Drawing No. 4032 Ray: 0 • r tl 4 _ II • V• _J 2 BUCK 3/16" TAPCON 250 MAX. 1.250 250 MAX. D TYP. Huy 3/16" TAPCON 0111 /10 PANHEAO ,, .250 MAX. /10 PANHEA0 .250 MAX. 1.250 1.250 TYP. SILL, .'8. TYP. HEAQ • TYP. IV, 2 x W000 BUCK TYP. JAM® TYP. JAMB INDUSTRIES Reaed 9y: FK Revad 9y: FK Dote: 4/16/02 1/4/01 Revisions: ADO SENTRY GLASS CA Revmone. Drown By R.S. oed: 1/27/96 PRODUCT REVISED as complytell 04411 the Florida Wan! Code Aceeptaace No vz•oYr4.r7 Eapfatloo Dale MAN' 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Description: ANCHORAGE, 3/16 TAPCON OR j10 WOOD SCREW ADS: ALUMINUM SINGLE HUNG WINDOW Sarias /Mode* SH-701 Scale: NTS Sheet: 6 m 8 Den 4032 R 4 rxP. HEAD TYP. SILL .250 MAX. 2 x WOOD BUCK TYP. HEAD 1.250 .250 MAX. —1 112 PANHEAD TYP. SILL 1/4" TAPCON 1.250 f-- —I 1.250 ••a .250 1^ 1 x WOOD MAX. BUCK TYP. JAMB 2 x WOOD BUCK MAX. TYP. JAMS 7 EZ INDUSTRIES sd By: FK Rend By FK Oran 8, R.S. Dote: 4/16/02 Data: 1/4/01 Doha 1/27/96 Revisions: ADD SENTRY GLASS CA Rensuns: PRODUCT REVISED romplyian with the Florida Raiding Code Aa pt. cc No62 -0Y0 P13 Expiration Mete 1,04 M7 Whims Comma Description: ANCHORAGE, role: ALUMINUM 1/4 TAPCON OR 112 WOOD SCREW 1070 TECHNOLOGY DRIVE NOKOMIS. FL J4275 P.O. SOX 1529 NOKOMIS. FL 34274 SINGLE HUNG WINDOW Series /Model. SH— 701 Scale. NTS Sneet: 7 of 8 Oro 4032 COMPARATIVE ANALYSIS FOR' GLASS: 1/4" TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR GLASS: 1/4" TEMPERED NOTES: 1.1 Numbers in (1 Parentheses are ouarntity t anchors Per side. 53.125 x 76.000 MAX. SIZE NOTES: 1.) Numbers in f oerentheses are quantity of anchors 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 410 screws or 3116" Tapcons. 5.) (2) Anchors 4" apart. 4" from each side of meeting rat are required. (Total of 4 anchors at each meeting rag) Anchors 8" from each comer and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs =14" FTL -1533 Per side, 53.125 x 78.000 2.) Negative Design Loads based an Comparative Analysis and Glass Table ASTM E7300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 412 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail Is required. (Total of 2 anchors at each meeting rain Anchors 8" from each carter and as follows: Max. spacing at head & 619 = 14" Max. spacing at jambs .14^ FTL -1533 Window Width Window Height Window Width 19.125 (4) Window Height 26.000(12) 38.375(12) 50.825(12) 63.000(18) 78.000515) 26.000(6) 38.375)8) 50.82518) 63.000(8) 76.000(12) 509 pos neg pas nog Pos neg pcs neg 90s neg -190.0 POs 70.0 neg -190.0 PCs 70.0 nog -190.0 pos 70.0 nog -154.9 pos 70.0 nog -119.5 pos 70.0 19.125 (4) -190.0 70.0 -190.0 700 -190.0 70.0 -154.9 70.0 -119.5 70.0 24.000 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70.0 24.000 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70.0 28.500 (8) -190.0 70.0 -190.0 700 -190.0 70.0 -134.4 70.0 -99.1 70.0 28.500 (8) -190.0 70.0 -190.0 700 -190.0 70.0 - 134.4 70.0 -99 1 70.0 32.000 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -131.0 70.0 -92.3 70.0 32.000 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -131.0 70.0 -92 3 70.0 37.000 (8) -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 37.000 (8) -190.0 70.0 -190.0 70.0 -189.4 70.0 -131.0 70.0 -90.1 70.0 40.000 (8) -190.0 70.0 -190.0 70.0 -168.6 70.0 -131.0 70.0 -90.0 70.0 ' 40.000 (8) -190.0 70.0 -190.0 70.0 -168.8 70.0 -131.0 70.0 -900 70.0 44.000 (8) -190.0 70.0 -176.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70.0 44.000 (8) -190.0 70.0 -176.8 70.0 -147.1 70.0 - - 131.0 70.0 -90.0 70.0 • 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 70.0 -114.9 70.0 -90.0 70.0 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 70.0 - 114.9 70.0 -90.0 70.0 53.125 (8) -1900 70.0 -139.7 70.0 -113.9 70.0 -99.1 70.0 -80.0 70.0 53.125 (8) -190.0 70.0 _ -139.7 70.0 -113.9 70.0 -99.1 70.0 -900 70.0 • PRODUCT REVISED III compllia &wait the F1ot4ds 9.Idte' Code Acceptance No dl - eY Espiraiwn Date net t REFERENCE TEST REPORT: FTL -1533 ///)* g //1 1- ii ES Rend sr FK Dots: 4/16/02 Re.iuons: UPDATE COMP. ANAL. . .. Dal Pcvd.ec,.. Dlwuw ReFK y: }04/01 aeviston,: Orden By R.S. Pet 11%27/x6 Description: COMPARATIVE ANALYSIS, NON- IMPACT 1 /4T 70 a TECHNOLOGY 2 P.O. BOX 1529 N0J(0MIS. FL 34271 ALUMINUM SINGLE HUNG WINDOW Series /Medet: SH -701 Scale: NTS Shoot 8 0 8 Omani No. 4032 l Rw: D .i M1AMIDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Yule Ogren Manufacturing Co., [n4. 671 West 18 Street Hialeah ,FL 33010 BUILDING CODE COMPLIANCE OFFICE M1 TRO -DADE FLAGLER BUILDING 140 WEST F(.ACiI.ER STREET. Suall 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375.2908 C(iNTRA(roR I.ICF 1o+1."+t(: ,$h {.'r1c) --'; (305) 3754527 FAX (305) 375.333$ CON'1'ItaCtOlt KNF'OK(_E III T DIVISION (305) 375.2966 FAX (303) 375.3903, PItO1)11C1' CONTROL blYI$ION (305) 373.2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of.. t,-G ; etrAi rrntitruttr Fixed WindeiV. Non - Impact & Large Missile Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use or Alternate Materials and Types ql' Construction, and completely described herein, has been recommended for acceptance by the lbliami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material . fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE 01- 002.05 EXPIItI` . '13/2006 Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSUEFT.§EE ADDITIONAL PAGES FOR SPFc 1FIC AND GENERAL CONDPT1 11 BUILDING CODE art PRODUCT REVIEW COMMITTEE This application for Product Approval bus been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above, APPROVED: 12_,_11302. 1 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance OlTiec 11045000I1pc200811cemplaccsinotice acceptance cover page .dot Internet mach address: postmustercbuildingeodeonlinc .Iona 41, nouat:page: Iattp : / /www.huitdingcuticonlinc.com 100 30Jd 31e, 31eA WOdd 6t7 :01 Z0. 01 d3S axle O ron Mfg, Co. ACCEPTANCE No.: 01- 0102.05 APPROVED EXPIRES . DEC 1 3 2001 • DEC 1 3 2008 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum fixed window system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Exterior Glazed Aluminum Fixed Window - Non- Lmpaet & Large Missile Impact Resistant and its components' shall be constructed in strict compliance with the following documents: Drawing No. W00 -53, Sheets 1 through 6 of 6, titled "Exterior Glazed Alum Fixed Window ", prepared by Al Farooq Corporation, dated 12112!00 and revised on 1012/01, signed and sealed by Humaynun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following; 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice `bf Acceptance, clearly marked to show the components selected for the proposed installation. 6.1..3 Any other documents required by the Building ©flicial or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. --- 2 Man el Pe P.E. Product yII rol Examiner Pro ' uct ' ontrol Division 200'3DUd 31dh WO 8d 0S :0I 20. 0I d3S Yale Oeron Mfg. Co. ACCEPTANCE No.: 01-0192.04$ APPROVED : DEC 1 3 2001 EXPIRES : DEC 1 3 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as • specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c, If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 1 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. ' Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Man el Pc w , P.E., Product on ;l= xaminer Pro * ontrol Division 600 ' 3Etid 31iA W013 T S: 0 T Z0 t OT d3S j� EIEYATION I.. roam tEnuit4 — If I 8i USE 1ENOTO .AS THE LOI*,ER OD t MID n81Rt AS 1N SHORTER OTI£NSION 10 ENTER CHMRS NON _IMPACT RESISTANT WINDOWS OLA2E0 N1T91 3/16' MINEALED OR TEMPERED MASS WA DADE COUITT APPROVED IMPACT RESISTANT SHUTTERS REQUIRED SEE SHEETS Z. 3 AND 4. WOE MISSILE IMPACT RESISTANT 4 $ GLAZED VAST 2 /IM, 7 /t8" OR 1/2" LAMMED D.A$S SHUTTERS NOT PEGtTRED SEE SHEETS 2. 3 IY70 8. 1.918 .I1I41E1 YNS silo:Crun IS OTSOItD AS KR no s0UrH ROIMMA OUTLOOK COM A11 114* A9 1-°ea m c L $.' D WADS 9. WOO TOMS TT ODOM NM OE MI .1' 10 TRANSMIT LOADS 10 8R s oucnac 3. ANdroRB semi. T8 AS LOUD. omen As BHOVRt ON =TAW. ANCHOR EIIOUREENY TO s o wawa, SHALL *0 Moon mt.. Q IDISINO OR STOW,. AUCT 6BLE LOARR FOR AETEI = ROAM AS SHORT ABOVE OK MOOR CAN BE TERM BY MOMS MIME AIM SHADE STRDN SURE OR RBCUHOLE AS SNOW IN BORED LINES SC ORTNIONO 71L■A&LE LOOS FRO11 TMMOSE $14PE5 APVROVERASCOMIATI Gi6fltTIE AY t, Raa�R I COSEIZTAPUAr3EOFFICE ACCEPTANCE ORM"Dlll2 31VA WO 1d 700' 301Jd SEP 10 '02 10:52 FROM YALE -d11ct) 9LBB -at 9n, -$a 1Li1T v4 9NM11 NAv LB 168 SELL MO. VII ,j 03 ••1.'3— j"" - f` via • PAGE .005 �� ttVd1YM I ME. 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IMMIMOMOMMUMEMIMM !OMEN:MEER lir 33-1/0. 211 /5-11/rtY 3,r142. 54-5/r 1/r 37- 53.0 1727 122.2 1222 1 1268 SO; 57.0 152.4 AMA 93.6 424 153.7 1222 20.0 24.4/4' 96.0 43.2 151.2 1126 MUMS FOR MSS PAGE TO SE RIO SMS 3/10" TAPCONS OR 3/18- TES SEE SHEET 4 FOR OEMS .111ZIL 6101x tE600i 121125610163 Cal BE 011V1160 1631103523 44 12552207127 AS SAM 033V0 g 3. 1o. :■ / - ;MIK '777"Yr 111111 r. la 1 1 II elatasax covecor..02Ecrex • T T /690016DASCC5521120 1110 36. 205660613 122. P2 0057 ----I- OU 2 2801 . AnswIng WOO-53 ••-ttraril 4 T1 ., Wra-4 1/000 =VS NOT ST YALE OCRS*. MUST SOWN LOADS IMPOSED BY OWNS SESTET.' AND TRANSFER TITER TO THE BUIDDRIC STRUCTURE INON IMPACT 'RESISTANT TERIDOTES I MX TN 2 NET tatnatte YE-40 ma. MIMS SEE ELEV. FEIR SPOONS TYPICAL ATCHERS SEE EWE TOR SPACING TOPICAL ANCHORS $EE ttEV. r SMOG VE-42 110-1000 VA New 4 fa r WM =HEIM IN Wt. THICININ ROTIPTET 4 4 AS RON AZ ROIL 2,/ atm NAINIALS ONCRIPTIOR TOREOP OVNIE CLAM ETV ItsT/INL SUM= 12041./40SPERIWRIONIS 40113-Ts ISREP.IS MANS MPS= RANas WE (yr I IM) FRAME ASSES:LT SONS TraCIUJAPIRIORS; SIE a ROI SAMAR MOOS TYPE W. (1/4" W. SMSI SPATZ tNro .1110-64 213Y WED ERICITS OR WOOD STRUCTURES 1-1,Or MIX PENETRATION 900 ITTEIO RITO METAL STRUCTURE (STEEL OR AMNIA 1/r M2& THICTOSESS) APRICAS TYPE 1r (1/.' MM Sfl SPACE) ANIft rd twOR CURRENT NO= OF ACCEPTANCE. INTO TOY TIM RUCKS OR w000 STRUCTORES I-4/11. l PENETRATION INTO WOO RAU LEIT WOOET SI= ROO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. Q49E0 SITT/ CONC. OR WWI 2.aCSESILEMERS INTO METAL STRUCTURE (STEEL OR AINIIRRIN 1A3" ANL MOMS% 81=8111910AWEINS (NO SUM MIRO 1 L54SUS OF ANCNoTIS SEALANTS; FRANE CoREERS AND INSTALLATION $CROTS SEALED VON DE SILICONE SEALANL age 1.1, . • A...., — • J -110. mount* MACE Sis=RES rt. Ps tIlSv SU MILLI= APPECONS TOR MAWR PPE PAO SRI APPPEMINASCOMNYINININTHE C. T;PSCAL MINIS SEE ELEV. FOR WOK TYPICAL MON SEE EWA v� 3$40241 vitt OR VT VOCE RUCS flu 2 Az cONTLYNN/ANCECENCE t‘tamettertortk-flra-W 3 IH was d TRW? 220257362 012400616 2136713425 21031212727 IMP EIMSTANY FISORTS (SHUTTERS MN Minn) 1410111 sr 24" sr 45' 54' or sr 24' sr as' 47. sr so' 44" WSW 144D 06626272 0217 0632 143.31111. 7/011" 1,311. a& CUSS 4/2' LAIL HS, 011433 106114 CM 02 In. (-3 61t7. 447 ilta. 00 (a. to tat 0-) 100 704 48,0 64121 733 75.0 sr so- w 48* 45- or 72" or 74" 30' 331" 43. sr 04' er ea' 72' ir 24' 34' sr 4r sr or or 24' 30* 3$* sr sr 61720071 03115. VI3TH 2274361 366627 LOAD CAPACITY - PSF 40" 146. MS. fie 1,31L N.S. 1/.` 4,24. 0,5.41454 5 iiiinraim 700 610 1320 733 410 13.3 NMI 70,0 7111 10 Na . *0 Z. ILO 420 734 712 ILO MU •112 332 731 720 1111111111111111 nom lIllrtlIl arlau 111=11111,7MIKIIIIIIMIN roimioin r. ' erns" MEM 1111141 INI±111114 IIIILTIII Errol 'irAm° ornm sm. 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ECM MEM SEMI NEM UEEIIII 1111M1111 man ICE11111112711111M111 NEM ICEIIIIIIIIMII no 33.1 .111MIIII tas IMMO 11:21111 Eimpii serm imam ECM mire mei= 4 I= A wail 11113111111111C1111 Man Mr91111 111171111 IC= MIME MINI NIF-7111111=1111111MMIIIM111111021111 rims arm arm Num 700 03.4 0 IS" 04' 30.• sr 10' 24' 36' E27. 05 700 Mt 4-1 730 101, 04 03.0 tt37. ,73 (-7 73.3 75.0 ANCHORS FOR TIES PAGE 10 OE 914 sia0 1J4 TIMM OR 1/4' TENS SEE SHEET 8 FOR OWLS IF1110111117111111112:111111MINIIICEINI NIA 73.3 73.3 734 720 724 732 IIII MIMI NEM KM11111117/11111117E11111111EMIli INCE111111171311111C111111111M11•10111111111117ENI IIII HURL ,73.,L3 Ell - iiii. mErams7111M11E7INI wain mum rum orminummenr MTN MEM arm ,Ilinan NEON MEM MIR IMMO IIIMNI NEM 111Frournm MI an an an an OA 333 0531 /La MI 1111117111 NS= MEM MIMI MEM stir 1111111111•112111111111711111 merun. rm. Cliwromeswominorniume IFIll., IFili.. MEI 344 34.6 1:1111Mmninturrmormawmarrai wrmarmwmumei IMMO MINI WWI 1111121111111111.1•7111111111171E Wail 24• 35" 114' I2' 24' 10* 110 40' 120 0-1,46* off sr 0-1,/r 53-I/O' 54-0/2' 37' 7/11" 1/41* 1/2" 53-t 48 1/4' 56-I/O' 37' 33-1/01 10-1/14' 20 ter sr ss-o/r. 70.0 654 704 720 70.0 720 33.0 36-3/0" 07.2 70.0 70.0 67.2 700 70.0 6160 400 so-str 41.3 53.17 7400 034 47.7 01.3 510 700 477 1 WAS 13.0 Ott 03.0 43.4 415 430 63.0 743 tie 373 46.11 074 414 35.0 45.0 020 70.0 11114 33.0 743 04.1 74-1/4' 31.4 700 044 3110 54.1 432 454 1220 620 EILO 033 31.0 453 654 66.0 05.0 tie *so 73.3 73.3 73.3 73.3 73.3 73.3 752 73,0 78.0 75.4 720 05.0 73.3 734 0011 73.3 73A 33.0 73.3 73,0 620 73.3 730 au 733 720 632 74,4 725 520 73.1 75.0 3 05.0 73.3 75,5 41.0 733 73.0 632 412.2 02.2 100 733 752 020 734 75.0 432 73.3 702 OLD 322 dna 6.4.0 732 720 05,0 73.3 73.0 33.0 33.0 80@'3hHd low= RE918TIAVT TUMORS I me* 600'30dd 1H101 ** s F242411t 0A":43`v:.'1z + .. ,:fw......:� e.w: s: •. _. _ ............... ....ate._ �' ..._ ......>. ..t ''�`3 �..t:.a ..�:� v..i.i...:'t- .s w......» 'WOOD BUCKS NOT BY YN.E MON. MUST SUSTAIN LOADS 1MP05ED 833 CLAMS SYSTEM AMD MOWER THEM TO THE MUM STRUCTURE. was, ELC aiMIPkN10 META. 53054 3 * 1/3' MW. b0 SIETS 11PW/0. 14011111S SEC FmlBCEV. MOM ]41'833338 331 - rum 30 PAW 333330 tU400 Y geganpos t3T003 iro i911Pfn{R/ owes 1 YE-e3 4 WON Me 412111131 111111-13 4 311334 5100 *331411 3 OE -E100 A3 Acm. 51.32311 03111/3I110 - 34 YO 10111 A3 3301. GUM WC (1/33 3 1/C} - SOME 4 113 3 1' 1/ CORNER FF30I[ MEMO SCRIM - - NET* main 1/13' 11131 ISIAM 118011181. scam 1433813180 1121t 1/r 1*1. 0W9 0811 • TYPICAL ANCHORS; set Da. F41 SPA= {BY EOO . COMO. CR W OR SURREN( NO1Kt CW ACCEPTANCE. INTO 23T WOOD BINS OR WOO STRUCTURES 3-3/4' M181. PENETRATION PRO WOOD IMO 1131 114100 BUCKS 11110 NASNfRY OR =EMT INTO M 1 -1/4' MN. UMW INTO CONC OR TUMMY 114 WS OR 1/4' 13415 0C31530 3410 MEW. STRUCTURE (STEEL OR RUMOUR 3 /E' 3334. names* SEALANTS; FRAME CORNERS MO INSTALLATION SCRENS SEALED 334411 CE SWORE SEALANT. 131 OR 831 030171 1/4' 1319. role& Ammon SEE ELEV. AMMUs APV30YE0A3183301.1111011111TIIE SE 11171MN APPAOMLS F6(1 3421100 ME 430 SS nM& NOM* 6Q aEV. 4033 SPAC013 SWTH^ t�nn: 8333203803E uAMM —i, TYPICAL A*FJI0R3 SCE TIN. OR SPACaw 0*13 1 3MLOD` 000E[SERwiCE A.aePwx8110111'(S1h% •OS 33NA WOdJ 600 •30Hd ✓ wi FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM. ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME Mr. & Mrs. Scott Biumst_Pin BUILDING STREET ADDRESS (Including ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9329 N.E. 9 Ave. CITY STATE Miami Shores F1. PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 6 MARILYN HEIGHTS PB 41 PG 8 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comte area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - 8#.9900 or ##.#####°) I.I NAD 1927 L-I NAD 1983 O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: 1 Pocky Number Company NAIC Number ZIP CODE 33138 SOURCE I-I GPS (Type): (_I USGS Quad Map I—I Other SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores 120652 82. COUNIYNAME narlp B3. STATE Florida B4. MAP AND PANEL 85. SUFFIX 86. ARM INDEX B7. FIRM PANEL 138. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER DATE DATE ZONE(S) (Zone AO, use depth of hooding) 12025C0093 J 1 -20 -93 3 -2 -94 , X NONE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth FAS Profile 14 FIRM �� Community Determined B11. Indicate the elevation datum used for the BFE in.B9: NGVD 1929 NA B12. Is the building located in a Coastal Barrier Resources System (CBRS) area of Designation Date: SECTION C - BUILDING ELEVATION INFO 0) C1. Building elevations are based on I__ICor>,structloth Drawings (_� x -• l Ffi�hed Construction i 'A new Elevation Certificate will be required when aonstrurxion of the bu i C2. Building Diagram Number 1 (Select the buffing diagram most similar to the `.. wthlch : ate is bed completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or • • r. _ raph. C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, A1-A30, AR/AH, AR/AO Complete Items C3.8-I below according to the building diagram specified in item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Con Elevation reference. mark used B— 6 2' Does the elevation reference mark'used appear on the ❑ a) Top of bottom floor (including basement or enclosure) 15. 86?it.(m) ❑ b) Top of next. higher floor N %R.(m} ❑ c) Bottom of lowest horizontal structural member (V zones only) N /A� L(m) ❑ d) Attached garage (top of slab) • N/A tL(m) ❑ e) Lowest elevation of machinery and/or equipment N/A servicing the building (Describe in a Comments area.) • IL(m) ❑ f) Lowest adjacent (finished) grade (LAG) 12.._9., ft(m) ❑ g) Highest adjacent (finished) grade (HAG) 13• ,Q ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 R above adjacent grade ❑ i) Total area of all permanent openings (flood vents) In C3.h 0 sq. In. (sq. cm) PLS # 4368 11 -4 -2003 SECTION 0 - 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. I certify that the information In Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001. Joseph L. Martin LICENSE PLS # 4368 Fla. TITLE President ''�PECounty -Wide Land Surveyors, Inc. ADDRESS CITY STATE ZIP CO P.O. BOX 8 �, South Florida F1. °33082 -3271 SIGNATURE 11-4-2003 TELEPHONE (30 5) 772-0766 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions gr IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Inctuding Apt., Unit, Suite, and /or Bldg. No.) OR P.O, ROUTE AND BOX N For Insurance Company Use: Policy Number CITY STATE ZIP CODE Company NAIC Number 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) bu Wing owner. COMMENTS LI Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMB -F, Section C must be oarnpieted: El. Building Diagram Number (Select the building clan gram most similar to the building for which this certificate Is being completed — see pages 6 and 7. If no diagram accurately represents the twining, provide a sketch or photograph.) E2. The top of the bottom floor (Including gent or enclosure) of the building is • I —I ft. (m) 'L I . (cm) above or l-LI below (dnedc one) the highest adjacent grade. (Um natural grade, ff available.) E3. For Building Diagram 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the budding is —�� ft. (m) LL-.tin. (cm) above the highest adjacent grade. Complete Item C3.h and C3J on front of fort. E4. The top of the platform of Machinery and/or equipment servicing the building is 1—�—I ft. (m)1--L -I in. (cm) j_J above or L( below (check one) the highest acijaced Bade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top oflhe bottom Door elevated kr accordance w th the co nmc s floadplaln management ordinance? L_.I Yes LINO. •L.jUdintivin. The local official must certify this Information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE CERTIFICATION' The prey owner or owner's authorized represern WOO ibeipleteaSedkins A, B, C Menu Cab and C3J ady), and E for Zone A ( without a FEW-Is:Wed or c ommunity-I§sued BFE) or Zone AO mast sigrn here. T3ie stafethenkb Sew A, B, C, and E are correct the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZEDREPRESENTATIYES NAME ADDRESS SIGNATURE COMMENTS CITY STATE • ZIP CODE DATE TELEPHONE I_I chedc here if aftachnerts SECTION G. COMMUNITY INFO RMATIE 1(OHIAL) The local offidal who Is authorized by law or ordinance to administer the community's tbodplain management ordinance can complete Sections A, B, C (or E), and Gof thisEieivatjon C ._. Compile tthe amicable itam(s) and sign beim. G1.1_1 T e information In Section C was taken from'other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorized by state or local law to certify elevation li formation. (Idicate the source and date of the elevation data in the Comments . area below.) G2. LI A community official completed Section E for a building located haws A (a It a or communtiy- issued BFE) or Zone AO. G3.11 The following information (Items G4-G9) is provided for community floodplahi management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G8. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for 1_1 New Construction LI Substantial Improvement G8. Elevation of as -bust lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding-at the building siloim ft. (m) Darin: . ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE '• DATE COMMENTS 1 Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editbns ar COUNTY- WIDE LAND SURVEYORS INC. LAND SURVEYORS PLANNERS P.O. BOX 823271 SOUTH FLORIDA.. FL. 33082.3271 (30S) 772 -0766 N.F_. 93 S7 T 1O CAI /0A1 rk 7(¢ _ NO 9. 70 _Srittie LEGAL DESCRIPTION Lot 6 of MARILYN HEIGHTS, according to t1e plat thereof, as recorded in Plat Book 41 at Page 8 of the Public Records of Miami -Dade County, Florida. SURVEYORS NOTES: 1) . Legal description provided by client. 2). Only record'plat easements are shown. 3). Right of way information obtained from record plat. 4) . In Federal Flood Zone X, Panel 0093 last revised 3 -2 -94. 5). Benchmark used- Dade County Benchmark # B -62. 6). Elevations are referenced to National geodetic Vertical Datum 1929 Adjustment (NGVD29). BOUNDARY, IMPROVEMENTS & ELEVATION SURVEY "'WY FOR Mr. & Mrs. Scott Blumstein 9329 N.E. 9 Ave. Miami Shores, F1. .+�....�.. .�.- ....vim., CERTI I HE MINI MAPPE KATE NOTE: ' NOT VALID UNLESS SEALED WITH AN EMBOSSED SURYBYORS SEAL." SY CERTIFY THAT THE SURVEY' REPRESENTED HEREON COMPLIES WITH THE TECHNICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS .AND IN CHAPTER 61G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TQ SECTI,.' 72.027, Florida Statutes* JOSEPH L. MARTIN PROPESSt0NAL LANG SURVEYOR *4368 'WATS OF FLORIDA REVISIONS SY DATE ORAWN SY SCRLE DATE �lM 111:2 )I- 4 -Zoa3 .i Pe. JOS * 2ua3- R /u/ pipe P�• Y/2,0' \ gOu¢v'Zd /Z 7. 70' se N Zo' 12.q'k 23.40 .s O.(o'CL. . • WOOD Sk1D 10' 4-' In /3.3' 11. SO' 12.4 S• 13x; I 5 71'gey /o• [,' C`BJQEI•-# 9321 4 Eat, 5'240 N N P1! AD' JZ7 7O' N 1507' wavP Dt n ro� 7.• • x/2.7: Pwe FD• STATE OF 'FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT PERMIT NO. C) kiL) 7 `° 7 DATE PAID: 'S.-10- 0 k FEE PAID: r . r) 6 RECEIPT #: 0a 00I � ] 4 0 2.-07 CONSTRUCTION PERMIT FOR:, [1.1 ] New System {] Existing System [ 0] Repair [P] Abandonment APPLICANT: 0-14 E d frI PROPERTY ADDRESS: q Es Z LOT: BLOCK: 1 H SUBDIVISIONS PROPERTY 0 ®0 0 40 0 14 � &ores C? �. /J ��a/� t"6cioL rA [SECTION, TOWNSHIP, RANGE, PARCEL- NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND - 'CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION.' SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DES GN AND SPECIFICATIONS T [ 1 d] GALLONS / GPD SEPTIC TANK /AEROBIC UNIT A [ ] GALLONS / GPD N [ - ]' GALLONS GREASE_ INTERCEPTOR CAPACITY K [ ],GALLONS DOSING TANK CAPACITY D [i1 ] SQ ARE R [ ] SQUARE A TYPE SYSTEM: I CONFIGURATION: CAPACITY MULTI - CHAMBERED /IN- SERIES "[ ] CAPACITY MULTI- CHAMBERED /IN- SERIES [ ] [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] ]GALLONS ® [ ] DOSES PER 24 HRS # PUMPS [ ] FEET PRIMARY DRAINFIELD SYSTEM FEET SYSTEM [ ] STANARD [ FILLED [ ] MOUND [ ] TRENCH [wl BED [ ] N P F I E L D LOCATION OF BENCHMARK: SR ELEVATION OF PROPOSED SYSTEM BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: [ i P ^v-e ] O T: E R SITE 1r521 INCHES /FT] [,S I=NCHES FT] INCHES EXCAVATION REQUIRED: [ABOVE /BELOW] BENCHMARK /REFERENCE POINT [ABOVE /BELOW] BENCHMARK /REEFBRENCE POINT [J Q ] INCHES SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: Li ry d� IA Yernsit no„,O 7 ' -Dad Ccy �3 slt)a Lacpre ?� J-17) ° Q TITLE s d TITLE: 4_ v � � IA X CHD DH 4016, 12/99 (Page 1) (Previous Editions May Be Used) EXPIRATION DATE: Pase 1 of 3 Part 1 - Health Department Part 2 - Applicant Part 3 - Installer /Contractor Part 4 - Building Department INSTRUCTIONS: PERMIT NUMBER: Permit tracidng number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" spedfy type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Boa or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHD may require property appraiser ID # or section/township /range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low - volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. STAVE OF FLORIDA DEPARTMENT OF HEALTH' (*SITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM ;SPECIFICATIONS PERMIT # APPLICANT :' SUBDIVISION: `�/l/iz> rz. Aj 47/6- 'i /1-3.906 - / _ oz, 60 [Section /Township /Range /Parcel- No. or T;tx ID Number] ==- -= =_____===__ _r_______====____=___===__=== -- • _ TO BE COMPLETE BY ENGINEER, HEALTH UNIT EMPLOYEE, OR , , ,QU 1L!T MRSO1Y.A , EN INEER' S MUST E PROVIDE ;REGI RATEOi NUMBER AND SIGN AND SEAL EACH PA 'E OF SUBMITTAL. COMPLET "AT,L STEMS. =--==----' " is -===- = -= = == PROPERTY SIZE CONFORMS TO SITE PLAN: TOTAL ESTIMATED SEWAGE FLOW:, 3,7 [' YES f ] NO NET USABLE GALLONS PER DAY ' RESIDENCES -_, AUTHORIZEIrSEWAGE FLOW 25i) GALLONS PER DAY [1500 GPD /ACRE OR 4010684TRucT D AEA AVA LABLE : /WO SQFT UNOBSTRUCTED AREA REQUIRED: BEN HMARK RJ FERENCE POINT LOCATION: ELEVATION*OF PROPOSED SYSTEM SITE IS THE MINIMUM SETBACK WHICH . SURFACE WATER: FT WELDS: PUBLIC: FT BUILDING FOUNDATIONS: PAS J kiTJ /l /''P'& ' CAN BE MAINTAINED FROM THE DITCHES /SWALES: LIMITED USE: )1.)>• PT PT PROPERTY LINES: SITE SUBJECT TO FREQUENT FLOODING: [ YES 10 `YEAR;FLOOD ELEVATION . 'OR SITE: W. SOIL. PROFILE `INFORMATION SITE 1 _ a -21. ACRES / OTHER - TABLE 2) SQFT ] [ABO: BENCHMARK /REFERENCE POINT PROPOSED SYSTEM TO THE FOLLOWING FEATURES :' A) FT NORMALLY WET? [ ] YESI ' [ ') NO PRIVATE: /U.4, FT NON- POTABLE: FT POTABLE WATER LINES :`.; Munsell # /Color /p. 7 Texture Depth / *ti; 06 to USDA SOIL SERIES: 'f /l to /0" 49" to to to to to t0 /1 to - :f UP 8/44J L• PAJb NGVD 10 YEAR FLOODING? [ ] YES [ 4NO SITE ELEVATION: ; NGVD SOIL PROFILE INFORMATION SITE 2 Munsell #:Color ' , 1 Cr /0 G,�� t I 1j rf Texture L (Amy j, tJ' 9t It° Depth h to to /t" to to to to to to to USDA SOIL SERIES: .d'- OBSERVED WATER TABLE: A/ fA INCHES [ABOVE / BELOW EXISTIT GRADE. ESTIMATED WET SEASON WATER TABLE ELEVATIO /064r ( ABOVE . HIGH WATER TABLE VEGETATION: [ ] YES [O MOTTLING:[) ,YES [ SOIL TE %TURE/I,OADING RATE FOR SYSTEM SIZING' • J TYPES PERCHED / APPARENT] ELOW EXISTING GRADE. NO DEPTH: Ai,) INCHES DEPTH. OF EXCAVATION :' DRAINFIELD CONFIGURATION: [ ] TRENCH 1<i-BED [ ] OTHER.(SPECIFY) REMARKS /ADDITIONAL . CRITERIA: INCHES! SITE EVALUATED BY DF 4015. 10196 (Replaces HRS -H Form 4015 [Page, 3] ; which may be used) (Stock Number: 5744-003-4015-1) DATE :, Page 3 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non- residential), Chapter IOD -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: FLOOD INFORMATION: SOIL PROFILE INFORMATION: WATER TABLE: SOIL TEXTURE: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.1. H.I. H.1. [ - ]SHOT [ - ]SHOT [ - ]SHOT STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number PART II SITE PLAN- — Scale: Each block represents 5 feet and 1 inch = 50 feet. MSS itl fiiI *; II nu illin ■E M iMEis ■ mom ■ ■ ■ ■ m um samoneme 111 VOImmillms pm sumussis sE■.. ■. sm �� , ■ . ■. ■ ■. u.... ..E. ■.■■.. �.... ■ ■E u■■■.■ s•..■■■ sr •• U .•USU. Moi EE OMMUEEEM ' II ..■. ■■ ..... _ E1 ;•e■ Us%E■ 1 .EU.ti'. ITIMWVAllah .... ■ sommaT.rti • E ■ gJ4v a 00 .mmaamm m ■..■ s.UE■ .■.■. ■ N.■■...UU■■ ■ ■E u U■../■ur.. A...■ E s I.. . N N1■ . ■ . suori i R1$ aS .■.■■ u■E.. .■ as NNI e.■■ ■ E■■... iIMa W■ si iiiE ii M M U . ummummammummammum H €�. ua■E■�■I■.U■IV/ v. . NZP\ ■...N.. ■ ■.I / 1 sa'i.m■ ■uslu ■�■e IUU R ■ �. .. 121111 MUM mummum Notes: , L-X/ `/AJfr % � VEkr / -70,ni O,JL.V. ACC- HZ E1n1 ®T 0,14 Btr ' b a - fi / . P.3.29 • L c 7TH/ 1 ) 1)114 4:5d L, rL® ./ Site Plan submitted. by Plan Approved V By e,&7; Signature Not Approved 45t-,PTIC 0071.1C-7°,9 G 3ZJ / Tits / Date S/ / i® JQ County Health Department ALL CH NGES MUST BE APPROVED BY THE' COUNTY HEALTH DEPARTMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Bp ott°_ 35-0 Job Name BUILDING CRITIQUE SHEET 6\;?VL 850 NW 61st ST. FT. LAUDERDALE, FL 33309 PH# (954) 491 -3310 Fax# (54) 491 -8237 DATE: 4/13/04 JOB NO: 8740 LAYOUT NO: DESIGNER: NEIL DOWLING ENGINEERING PACKAGE BUILDING DEPT. (SEALED) OFFICE (UNSEALED) JOBSITE (UNSEALED) HANGERS A LUS 26 B HUS26 12 C HHUS 26 -2 D HUS 28 E HUS 48 F HHUS 28 -2 G HGUS 28 -3 H SUR/L 26 RIGHT LEFT I HSUR/L 26-2 RIGHT LEFT J THASR/L 218 RIGHT LEFT K HSUR/L 414 RIGHT LEFT L HGUS 26 -2 M THJA 26 CONTRACTOR: RAS ENGINEERING MODEL: ELEVATION: 9329 NE 9th AVE. LOT /BLOCK: SUBDIVISION: CITY /COUNTY: MIAMI SHORES BLUMSTEIN ADDITION JOB # CONTRACTOR MODEL ELEVATION LOT /BLOCK SUBDIVISION CITY /COUNTY 8740 RAS ENGINEERING BLUMSTEIN ADDITION 9329 NE 9th AVE. MIAMI SHORES ENGINEERING DETAIL INDEX El 0 11' -0" CORNER SET 7' -O" CORNER SET 5' -O" CORNER SET STANDARD ROOF VALLEY DETAIL PIGGYBACK CONNECTION DETAIL STANDARD FALSE BOTTOM DETAIL 0 STANDARD GABLE END DETAIL DROPPED GABLE END DETAIL STANDARD LATERAL WEB BRACING itattenuate t4ttlJtmAi.alti -r: t $ avrvo..owl omen you see this symbol - BECOME ALERT - HEEL) JTSI i MESSAGE. • fibi CAUTION: A CAUTiOt+i identities safe operating practices or- indicates uihsate cond>lior s that could resillllir 'soot ii iwr per injlnY dat»ag`e to slstrctiires 711E -91. Summary Sheet . OMMENTARY and RECOMMENDATIONS-tor IANDLING, INSTALLING .& BRACING METAL _ • PLATE CONNECTED WOOD TRUSSES° - 5e respoos of aka Isolator '.beware, but'drnq comrade. bceased eror, eador o'er-cam coot-444 bPopo* receive._ upload. Mort. M awl brace metal plate coonectoloY►odinssre s to protect fife acid TtrihutwMer most agonise the sa tech lghdegreeofbaronyawif/niersas ey other stwd eoloiateea!TMdoes eelintend these recoanaaeodaBons to epr cloda isoperiodotheptejectArdalectsoi neersdesignspecliscatio► dtnsinchtwi4andbracingwoodMorsesto rapatticelarwota oor.These lierhdage*: are based vpwe the colecive evetience el kach gtedhnkal CAUTIOU Thht uilder,built tgcontractor,Jiceased_ contractor, erector or erection contractor IS ad- vised to obtain and read the entire boi►ldet -Cott( - mentary and Recommendations for Handling, In-- stalling & Bracing Metal Plate Connected Wood Trusses, inn-9r troth the Truss Plate Institute -- wherenature1ofototvbtsliucttorlsorheedWant- ing twit a Lost likely result Jo serious-personal • Injury-air death or:damage to structures_ ' WAHN*HG: A WAf' N NG describes a comedies, _ whereta retofolivwinskucliorhscouWrest in . -Y.. ! `•� -yam- SeYere peFOIIi1agC t0 S�rltrGiffrC,i TRUSS Purls INSTIPUTE acs:( WOootrlu w soile2o9 1MadGsoek Wiscoosin 5 739 pets000ettntheweeetwss $909 irhd'ed9F woes (.duetotlksiaAxeorresponsibties irwo1 ed' bop reseatedasagaidefortheaseotagoa ifitdt>,eitdagdesignaet i lteeliws tholeessftateJas ute„t c.esrpeessty4Ssdaimsonysespvr ts ►ogesar 9 * ' L+{ ovielk wceent oereooawaata6eas • aodiatomnatwaeoriainedberdnbrL ogdesi r:lostallookawlObe -_ �+PY+i9at Obyrooss Me *meek toe. AM rjghtzresesved.Thh document of. ony put thereof atostaotbe'eprodocedin soy tototwa ho fyoultqu'ermisddn of the publisher-Mated in the !foiled States of 14iherica. CAUTION:AN temporary bradngshou$dbenoless. than 2x4 glade marked lumber_ All connections should be made with minimum- of 2164 nails All busses assumed 2' on- center or less_ AA multi -ply trusses should be connected together in actor- : dance with design drawings prig( to installation- 1 `CAUUIOM-_ Trusses`shouid``not be ltoaded'on rough terrahi or uneven surfaces _which could cause damage to the truss .s•-14r 1 Trusses storedhoriz oMa ysbouddbesup- ported on blocking to prevent excessive latefa) bendng and lessen moisture gain. . pIr<•e- ..1.- 7�.. -i�" .A� . P.> I I S f " ' •" Trusses stored vertically should be braced to prevent toppling or tipping. i Il,rs� Vie`, • Frame 1 - ows,ww.M.v_ .i . ...... ...........'-s books to tfve web members_ Approximately M►wo , Ys Y: buss length X. buss length Hoe Tilts spans less *am 34Y_ - Spreader 1Bar . Teel* ...» ∎•∎• .....ow.«..w.oy c �.rw.Nayas. �grcater ttnau 3W-by Ihe.peak., tiHiaq do ices .oul l be connected to the buss top ct wd wish• s dosedtoop $$ dsnent at Drop iwateiial$ sod. WNW. doalnsa a!bles, 411.* Toe 64 etc. *I sulac ertl waled *Wire brass.Eathtwssshouid set In proper tom• per the designees Am owl had the Map device maw She -ends of truss are steer* tarieaedsnit fair bracing is installed- Tag - Doe . -01141.121. 12.12■210.2 • Approximately rtaisMiss Lessthan or equal to 6o' ,pteader_8ar - 11-11-117APIW Toe la - Approximately 34 to3S bass Less than or equal to so' Toe a Tag tine Tag tine Aloiabove tnid ivight Tag tine Stroag[►ackf Spreadertiar APDroltilatr 34 to %'. buss length Greats limn Gre Greater *an so' CAUTION: Temporary bracing shown in Uiis summary Sheet is adze for the In tapat$en-of basses . siat4ar conffgurations. Consuft a regfskred protess%tratr etgf leer U a : trei g awangement is desires The -engineer may d esign b Ji,vaceor_dan c_e;-witft � '_s- Neaonurrgeled ©esign *S ec op 1-or Terri »pararr id � Moses, t7S 13-89, and in soave oases detert+�tirte i Tryicsrvc.Qcd 'K : ". ! Yalicab Fevf • volt true. • get rypice ow4f/be ownwAet trait. «.rw ptq Frame 2 4/12 471 10 - 4- See Q. segileted ?fete's:ion:4 env/weer . 4 • ...11 0-` ;..tglii,,.... ik....-1,,,,,"--• Dr -Dougtat Fir-taich 'IF- Wm-Pk a chord diagonal bracing repeated • sr end of the buelling and at same g as top chord ertagonal bracing. . SP -Sotstban line • SVF-Sipnece4Ino-fir All lateral braces upped al least 2 trust:es- WriolY "51riiriggi4a4. JYAIMINGir, Failure-to tollowthese. recommendations corddresu#19_, •-• _ _ personal ininty er dansige to trusses or litriklings_ -7-_o iN�'M'"*a ?pro- _ C.-to-3r ter 3Z -1d' mi. es' -ee' few 60' See ateg ed prolcss%nat engsaees s 1!. :yclho.14.11»f.+°601a+.iywiro to..avclk. .ore.ikao..dc r.caollhiosINIataswrti.N. ..s..+ A s er.sa,.rMoewra.4.4 Topa.°`d. - Calle/al8Iate Requited TO' or vtig- iz -t,a ch SP- Southern Pine lent-fir SPF- Spruce ffr Attodstwat Required 34r greater The end Wragoaotbrace. Sot caat.Serere°d musses pest be pieced.*verltcat *ebsin line wit: ` e.$1140041- End diagonals are stabitryand must be both ends or She truss system_ WARNING: Failure totagowitteserec _..�.se7rere ^` oatc»datiogsdresu��, persori� i uy or damage to trusses os gags. _ . .. >... *1044.1W°°P,4. 0 P P 0.1 > s. • ,�' H Cad dayonats art - stty and ;past be bob crtds or the tress sysfem.M -_ Frame 5 r newm- beroriariedta the hod- _ zo*tat diiec6on lo usa this bract. spade . :':fir" 11*•••■-•• ,24 1-54. 3(12 See ail:II:sieved ptafessiokat 'SC telsgissfir-Lasdo SP—Southern One tesair SP1F Sproce-Pine-Or Diagonal brace also required on end veticals_ /Material braces tapped at least 2 Misses.. stAreoepocilviewayeapeitotawdiehate suosaraseeNaikuralmeet““49490. aut. seirsostiesasimpa.witia....344 adtes144 stoke Se.dwortIMbewpalliee .44:4**4 looparidit &Obi ettoN11. flequked . WARNING: Failure tololionftreserecopose_sdarions couidtesunkt severe personal Injury or damage Ins!. se s or boildlaris- OUT-OF410.40 WS I/WATSON TOLERANCES_ r7V-"r7r ■ Length 1-#0) ROW: 1 Lesser et 1./200 or 2" MI rim es 11M21 CEZNEMEEri 01/1-0E-PLANE RISTALLANONTOLERAITCES. -. , ›.."' '724%2,- • TT; .„ . . • , • Frame 6 ST,aRDARD HOOF vALLFY DETAIL SUPPORTING TRUSSES • VALLEY PARTIAL PLACEMENT *PLAN PPORJVNG - T131✓$ vALLEY TRUSSES.* 24" OC I'1AX. - Alilfr46111411 SEE NOTE Cai STRAP 45" O.�C - irt S!X NOTE'() t £t 'PORTi 4 JI aISSES fr 24. O4.. NNNAX. NO1E$ : . Cal ffi3 %40E CCNTINUOUS BRACING 4N VERTICALS OVER 6"--3t c4 cT BRACING TO VETICAL5 ? -8d NAILS AND eizAcitia MST-13E TIES! TOA FIXED Potu AT EACH END. 0b)11AX. SPACING FOR vElziletAL 5W05 - a1 TRUSSES. $11111 SPANS O1 R 24' -'0" THE - VFRTiCAL S1-1OUL l BE SPACED AT 6'-� " O MAX. Cc/ CONC FOR 1 RNO UPLIFT Ui4F111•t 11!4 ", 16 GAUGE. 7UIS•STRAp a 4'-0* a U1 E vALS eV- -1 -I0d PIA/LS EACH 5K* OF STRAP_ flAX.140 ltiest IIUD SFEF_V 20.0" MAx - VAIL:4ERSWr- 6" WEDGE NAILED TO MISS UN2 -8d TOE NAt$ OR CEVEL CUT BOTTOM CHORD OF vALLET-TpI55 - FOR PLATES, RE•Ai Ua4 x, t OM _WS REFER TO SEPARATE ENGINEERING SHEETS WW1 CRAPE OF LLih1BER REFER TO SEPARATE s ENGHEERft' OuU_6 oA I19c (PSF) L - 0 9P_ 30 15 OTTOf.-1 0 10 AGnG 24" O'-c_ NOTE = PL100 AT1.11NG MAY BE EXTENDED BELOW VALLEY TlWS6E5. PROVE OPENING FOR STRAPS TO CCCT TO TFZt1SSE5 BE :OW_ - - Truss Hangers 1141)S trot. 2.43) IFIGUS a•to) HOW (Ph* a of 3) IN ACCORDANCE Y4111 SECTION 1707.3 OF WE FLORIDA DUILDING COQ(. RIC ALLOWAEWE - LOADS SHOWN IN THE TAMES OM THE PACES TO FOLLOW ARC RASED UPON THE LOwEST,. vetu€ Of THE Fottomic: A) PER SECTION 1707.31.1 OF ROE COOL lHt LOWEST ULIIPAATE LOAD OF THREE HAMER 'TESTS 00110E0 DT A FACTOR OF SAFETY OF THREE vaIEN TESTED IN ACCORDANCE wits Asm-ono- ei PER SECHOINC 1197-313-431:111E CODE, THE LOWEST -tom or THREE TESTS 1E0a1E0 *1-tfIE 1Ht-JOIST movtisturyants RESPECT. 0.11IE HEADER -(QUALS )&700-01. "alto FRO34 TESIIII4 IN ACCORDANCE WM ASIR-017&E C) PER SECRON 1707-3_14- OF TUE COO( inc CALCULATED CAPACITY FOR DIE FASIENERS usrp TO SECURE .DE HER TO HIE SPORTING 1lEIMER of THE CONNECTION DETERIANED 11 ACCORDANCE MW 111E NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 E0111014 USING WOOD MITI A Amu* sffaric GRAVITY F 2. IHE slat SHALL CONFORM TO ME REOINNEMENTS -1101,4 «P4 $t4 TAREE AND SNAIL HAVE A HAW A MANN GALVANIZED omind OF GM rAstrawas-ARE COMMOK WM NAILS MESS OTHERINSE NOTED- - .4. ALLOW/0.E (kuFr LOADS HAVE DrEN INCREASED 33X FOR MO LOADING. Wiff NO OutER ouRATiou iffeeREAEs ACLOSSEO. 5_ *ALLOWABLE DOWNLOAOS HAW NOT DEEN INCREASED OY ANY MARANON FACR)R. - e...1CO'r.. • e• II LETS & IRIS HANGERS LIJS • mail larrall 18. I17ir % UY WWI 4-100 Z -1•4 MIEM *4 flYeaMi 1a MLi F Win IiiiiM 2-04 MEM 1E55 MI r 111 WM umzi WAN MULA ICED 4--'0 NMI zT =w^ <• 18 EMI 4 7 8' WWI ittin M 1140 ii=li T,C:i_ 8 6 •S 0- LIMA 4 -101 9J0 l - iiri 3 _t 8 libill111111101111 urn . 161 $140 IlLEMIN C . .1 tlr3i2 L* 2" = E," uu40 - �� de LL 7 YLilt '? E ?J �1 EMI r i a. [ ,66S• �. Y•-Y" NIA IICErall IF772T2 LEM Cam': s- EMII E %i 2 LUCA L' zai mom 1= rfffn IT10 *mil 03 I 10 2 $ 4EZTE'ii 2- rit221 riff77.1 11.0 ILMII L' 0 WEI 9ii�i� S-10 I= • so NEM t. 1s EI7elg 3• r CM EC= MR= Ursa EMU IM MO O iii Mar c .1 . REA MOO WM MINIM NM alai "tad iifT3 1 t. 8 EE EM fia M ,,: �: Y' ' Will GYM MINI l iii b. .� 10-1 ' IM II ___ 17r '_ FLUELI3 AU 4-154 G:i . 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MIEN tc>Ns WEN NM 415/16"'�,i�Li �.Y[, © lief El NM liErZi` MEd Ed NE=1 rrrza 15112141=1 rYn:77 Wei rM 0 MO5i6 -2 22-164 110026-2 HEX WASH BEAD `f` p EASY REAMER CUTS 1 FOR IRSTALUNV illiftnt1T PAM/ULM sos scREw JOIST AIIQ1+AOtL LOW X 1180 1825 065 • 3 . 6780 1no 6640 1_ Ma's most be drivers of art 009k b►roUght the Joist or truss W. *■e htedcr /o oehlere l e alowob1e Wads . 2, Refers to 1//i" S*S• scrairs by meson Sba4q- -Iie *b rc the 'toga into the hcoder shall pe 3' -or 4 1/2- sloth thot the kw" is epol lo- the await wdth of the healer plies 3 ; Joists shot be code of haober s ith o SC=0.5S or better f a s C isciatitkr, TX 75069 11q..:(000 5099 4wq ,4f: DC2303 Outs: 6ftt2 JScatei- WS 0W9 by 050 ttt'b Sheet L to 5 :.w (AV for 18 —4 - 8= SULfR do HSUC /R INSTAti ATlON THAS&,/R r(YSTM ..A DON PLAN - VIEW ( KKEfU HANGERS 110. PUMMiii NEM MAStAtlie t7lASt/k2t8 -- 6164 12-164 - Li= MEM Nara Imo •10 -104' . 131S- 11250 . . TW I.: A itiololuist of (4)104 Hails aw*t be nolcd it the top of MC. Acator 2. 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At Ai mete So Intir it< tits 1114:11WC P444,00.t, INC COMA rir itt ray ANW INE APIOCIIK Watt 1 $4, VC SIMP P16 1 SC �.a�-MRPO) Ott* 1MC "NJ A- ""1.4" 41 S OA= A 44*W Ce (4) Alen* 0 rice rifts you relate. . 7- F9 mt-soesIs Part it* rtaire. ree *miaow **woo MW re rou•rai rftter prow *low ~es Is NO rvssiotc. ~(*J ic TWO d Ift0-4gliolVe9 AIX RIM, OF int *AMC A 10141** re r lir me etc esoir AN. RAM, A ri 0 3 f AU. is At AVX-Ott.S war IC A,MIt'v ~X ii. A was** of /4.40. "j6e40X.04:r *MICMAC teat re rw-ror.e. me eel rote ley At .iotsr AnAChkeff bfusr sc. eirAve V AwsiCit SO ON itic SAKS it$01VOC 11WROKit P COM" Cif rite Jorsr mt. rre wrest . - StAr4A0II .411t0W-4W. 020 4:000-1 oR. macittuir. IX 75069 We< (800)0)9-5039 Ow OCI301 6/02 ISt.31ez HtS tioso br ose chk b)6 Simet VIZIP fr. lturnber- ColtriftCtors- _ or kVAt 001044m Sant w Ofhce i- 000227-oj10 r co • r-avo -sec+ i 143' 00-443-6442 - : Typi aWSU4O moors HSU4O High ilpain Gk4ef Trusa.Harwgeri -- 11SU 4 HSUS ieries The 11SU and HSUS series g de 10 -girder hangers feature 1+ig uPrrit aloa9 wo)1, high gravy toad .a s__The l tStl i zes hoig- - through the � atemter of the suppoded truss, whieh s; reads the load shoreettectirely throughout theetultiOle buss meirhbers_ The ilSUS_ is a1ow profile veesieny thigh utitzes tJSrs•WS3 W odSaehr,: io ilt • Pa - Materials: tee chart . riot*: t1SP Per - Codes< 1 0,SBCC1,'OOCA -- KB 532 - Dade Coun*y, R98- 1717_O3 & 96- 1216,07 • Ike al epaci4cd fastaser . S,ce Gomel. Neu" page 4.. 153 wood scnarsarcbsdudcdt lth &live s ht&ae spy HSUt OO HSUS4Oi6 tSustoot4 htt(otA starese ssi a eueh3t$13%* *fort maseisk ckaknoAdis, bor aststalbeo« I. asplraa.aoe ewatA$1MA3hrwsdhL . 3f itusae s3COntertwXtpanit1441hYdwar aws+ e*Aim a3-iROO40aelafai gh 30uatss r t atripbastit4 tearauac»t«ec a ta++slMC atianitanax er ase SPIriiwestscews4“ Vt X3'itaf?nlaici1r01004**. tictl 41.3n tx i • ' OROWARID 1-1,ANGF 1R5 04,0060-diC 71 Types _ Floor RaaF Uirt A f LU526 030 . f II30 . - 930 p• ' 14:1526 _.256,5 - 34,11 - 1215-_ - . -C NNU526 - 2 - 2560 3431 1550 p NUCiiS - - - 3585 4l68 FS0(2) E f- IE- IU528--2 4260 56&5 2180-. F VIGUS28 - 3 _ 6 .100 1 9011 3335- G j SUR/L 26 .805 1150 ?05. - 1 SUF /t 26-.2 13 t5 1143 - : 505 1 T"14A5 /L- 213. 12 0 _ - :. SU :414 1390 10 0 K # 14US4 3► 1505 IFIOor Trus& - X 1 E "SU.tf E1 1 145U 40 17-1sus0 1-- 1SUS4016 I- 1051110016 1040 844-5 8 45 1390 9410 941.0 6250 10560 10560 9240 111 6)0 11160. 625fTJ 91 15 f. 9115 ro•0S � . 10200! - 10200 - 4 AWARD . COUNTY 1fUl f iCAN • ZONE EXPO5LIIRE "C." ROOF- FLOOR TOP CI O# D LIVE LOAC) 30 40 TOP .C1-I0 PEAS) 15 10 I3OTTOM 0-100:). IL I VE - - 0 0 . - '1 - 130TTO CN'D O PEAR . - TOTAL 555 DURATION - FACTOR- 133 I,.00 WIND SPEED 140 0 CI -iECK ALL PLANS FOR ZONE AND COMPONENTS 4 CLADDING ING NOTE ON LAYOUT FOR APPROVAL - EXPOSURE - "c" up to 1500 f €et-. eF -ocean --1 0.11PI -1 - _ EXPO UIR - - re &t of the sta t winc�i 1410- MPH down to 110-11P1-1 ROOF_ FLOOR TOP C1 -UOFD LIVE LOAD 30 40 - TOP CNOFD DEAD . _ 15 - 10 I30TTQ1"1 C1-1OJ O Lim - - 0 0 t3OTT OH Gi --1OR READ 10 5 TOTAL _ _ 55- 55 DURATION FACTOR . _ 1.33 1.00 ow) SPEED 140 1I1=1-1 CHECK ALL PLANS FOR ZONE AND COI 1PONENT5 4 CLADDING. NOTE ON LAYOUT FOR APPROVAL. G7. asY r mss" - %f-7-.- < r -c==*. . ?' -4=='= ,�. .4 3=∎.. i -==a- I -1==w " i? -,==> ►' -'4`$?' . -GC.�Jr • —_{ iT39- °° .,- a=6. ill?- A C? �.� .' ' CSC. -G'� ire' — .L�""'"',, . - CJ- v'"'"+i . * - t:q. .,may -c==•• '�^.? X.;V NAME 1182510 1-12512 _1- 182514 F1S41 O HS412 HS416 1-18512 1-18514 115518 -118522 1-18612 H8616 HS618 - 1 -18714 1.8812 115818 1-18818 -118820 118822 HS824 H81016 11S1018 1-IS1022 1151028 • ©IMENSJ0NV 3.2X8.7 3.2X10.0 3.2X12.2- 5.2X8,7 5.2X10.5 .5.2X14.4 6.5X10.5 6:5X12.2 6.5X15.7 6.5X1.92 7.8XT0.5 7.8X14 7.8X15.7 9.1 X12.2 - 10.5X10:5 10.5X14.0 i 05X15.7 10.5X1 7.5 = 10.5X19.2 - 1 0.5X21-.0 13.1X14.0 13.1 X15.7 13.1 X19.2 13.1X24.5 NEW NAME H0308 110310 .H0312 110508 #10510 110514 1-10610 1-12 1-10615 110619 /10710 110714 1-10715 110912 H101.0 H1414 111015 1 -11017 111019 -111021 1 -11314 111315 111319 111324 If your Buss drawing Mows an 117 Plate that does not appear here. s._ 3: -3 Job:C8740) RAS - BLUMSTEIN RES / R2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 4'5 "14 4'0 "4 146 mph wind, 27.70 ft mean hat RSCE 7 -98 CLOSED bldg, not located within 4.50 ft Prom roof edge, CRT II, EXP &, wind TC UL.5.0 psf, wind BC OL .-5.0 per. Components and olodding wind pressures considered for uplift oallouts. 4'0 "4 4'S "14 Rv =936# U1785# W =8" LEFTaJIGB= 10'0 "7 G PLT. TYP. -WAVE 8'6 "2 TPI1995 CSTDI OTY= 4 TOTAL= 4 Phone: (954) 491-3310 Fax: (954) 491 -8237 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING INSTAL AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI PLATE INSTITUTE, 583 D'ONOFRIO 0R. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRA PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH CEILING. ••IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPrgCA: k PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GAL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOC THIS DESIGN POSITION CONNECTORS PER DRRWINGS 160 A-Z. THE SAL ON THIS DRAWING I ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENf�. DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING o, TR THE RFSPONStRTi TTY OF THE RIITImTNA 11FgrgNFR. PFR RN4T /TPt I -1RAS SFCTTPN 9 8'6 "2 APR 1 3 2004 CVygO. RlFb OR. S • Rv =936# U =785 W =8” RIGHTSJIG ®= 2205007 REV. 6.39.1124.07 SCALE =0.4304 E ;f ► n � TC LL C �! ) SPRI198O 1 �.7�cDL NO. 19554 : SC DL STATE OF I fC LL 47. 0T.LD. •: 12.v :'.�VOUR.FRC. ' „e0-*;,, SPACING 30.Opsf 155.0psf 10.Opsf 0.Opsf 5555.Opsf 1.33 REF DATE 04-13-2004 DRWG OESNR 0/R LEN. 170004 24 0 TYPE comn Job:(8740) RAS - BLUMSTEIN RES / BI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. 4'1" 3'5 "6 146 mph wind, 27.70 ft mean hagt, RSCE 7 -98, CLOSED bldgg, L000ted anywhere in roof, CRT II, EXP C, wind TC OL -5.0 pie, wind BC 0L-5.0 per. Components and oladding wind pressures oonsidered For uplift oallouts. 3'5 "6 4'1' Rv =828# =693# W =8" LEFT JIG = 8'10 "14 TAG .TYP. -WAVE 7'6 "6 MIMMW FBC /TPI1995(ST0) OTY= 6 TOTAL= 6 Piano: (954) 491 -5319 Fat. (954) 491 -ezi7 ■*WARNING*■ TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING USHI INSTRLLI PLATER INSTITUTE,, 583T0'ONOFRIO(DR. SUITENZOO, RDISON,BWI. 53719) FORSSRFETTY PRACT_T PROPERLYY ATTACHEDNSTRUCTURALNPANELS RND BOTTOMTCHORD SHALLIHAVEDA PROPERLYDRTTAC CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRA ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM a4IS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR ! FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPQCABL$ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST:9N0 • PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MRDE OF 20GA RSTM R653 GR40 GAL' EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCH THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING I ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SQLELY FOR THE TRUSS COMPONE DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILOIN TS THE RFSPQNSTRTI TTY AF THE RIITInTNR nFSTnNFR. PFR ANSI /TPT 1 -IRA5 RFCTT(1N 9 7'6 "6 APR 1 3 2004 Rv =828# U =6931 W =8" RIGHT JIG = 8'10 "14 SEO = 22055 REV. 6.39.1124.07 SCALE =0.4864 `C QQORAIIS SNRN9 tb TC LL 753 -1 iY�'. G rC DL V 0:73!CDL NO. 19554 Ec LL STATE OF cc' OT.LD. ��DUR . FAC � SPACING � Fn .�`s 30.Opsf' 15.Opsf 10.Opsf 0.0psf 55.Opsf 1.33 24.0" REF DATE 04 -13 -2004 DRWG OESNR 0/A LEN. 150012 TYPE comn Job:C87403 RAS - BLUMSTEIN RES / B2G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot ohord 2x6 SP M-14 Webs 2x4 SP #3 SPECIAL LORDS (LUMBER DUR.FAC. =1.33 / PLATE DUR.FAC. =1.33) TC - From 90 PLF at 0.00 to 90 PLF at 15.06 BC - From 20 PLF at 0.00 to 20 PLF at 15.06 BC - 936 LB Conc. Load at 2.06, 4.06, 6.06, 8.06, 10.06 12.06, 14.06 E 7'6"6 2 Complete Trusses Required E$ NAILING SCHEDULE: C12d_boxsails) TOP CHORD: 1 ROW 0 12" o.o. BOT CHORD: 1 ROW 0 4" o.o. WEBS : 1 ROW 0 4" o.o. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph wind, 27.70 ft mean hot, ASCE 7 -98, CLOSED bld , Located roof, CAT II, EXP C, wind TC OL =5.0 pelf, wind BC 0L=5.O pelf. Deflection meets L/360 live and L/240 total load. 4X4 3'6 "6 7'6 "6 Rv =3865# 936# U =3249# W =8" LEFT JIG = 8'10 "14 TAG = T2 PLT. TYP. -WAVE 2' sl 2' 936t 936# 3X8 15'0 "12 2' 2' 936 936# TPI1995(STD) QTY= 1 PLIES= 2 TOTAL= 2' Winne: (954) 491 -3310 Fax: (954) 491 -8737 • *WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HI8 -91 (HANDLING INSTALLING AND BRACING) PUBLISHED SHIPPING, TPI (TRUS.4Q. PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MR0ISON, WI. 53719) FOR SAFETY PRRCTIC'° PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAV PROPERLY RTTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE t?1 PROPERLY ATTACHED ;lit CEILING. **IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRRCTOQ; ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIAt DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICILE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GALV. S#E EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANDi UNLESS OTHERWISE LOCAT THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDIC ACCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT I, DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING . TS THE RESPCNSTRTITTY OF THE RUTIATNG IIFRTGNFR. PFR RNST /TPT 1 -IRAS SFCTTQN.2 936# 2' --+=-1' —� 936# Rv =4345# U =3650# W =8" APR 1 3 2004 1,, G 8' 10 "14 �,gee�e�ttuti�rej/ SCO = 22057 e- A .Si.. "', REV. 6.39.1124.07 ALE 0.4445 ��w 93 � LL 19 't%'.. DL (ri _'xB OL NO. 19554 : Bch L STATE OF • ,.LD. __ .FAC. 1.33 �� 3'PACING 24.0" anywhere in 30.0psf 15.0psf 10.0psf 0.Opsf 55.Opsf' REF DATE 04- 13-2004 ORWG DESNR 0/A LEN. 150012 TYPE comn Job:(8740) RAS - BLUMSTEIN RES / 01 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total hood. 2X4 (Al) 5'4 "2 146 mph wind, 27.70 Ft mean hot, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC OL -5.0 psf, wind BC DL.-5.0 psf. Components and oladding wind pressures considered for uplift oallouts. 5'4 "2 Rv =588# Um488# W =8" LEFT JIG = 6'4 "8 TAG .TYP. -WAVE PMnei (9S4) 991 -331D Fax: (954) 491 -ez47 1.53(P *8"4 FBC /TPI1995 (STD) QTY". 6 TOTAL= 6 Rv =588# U =488# W =8" APR 1 3 2004 00,11'1111104, RIGHT JIG = 220608 si:•' �c' N. Spy ",REV . 6.39.1124.07 SCALE =0.6855 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ® RND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND FABRICATING, PUBLISHED BY TPI CTRUS�� • B1 p200:.) LL 30 . °psf REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SRFETY PRACTICED 'Ir 9198O '' 3A PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAY •, Q D L L S . O p S{ PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED I r„ CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTO :�CL L S f RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY OEVIRTION FROM THI,"C : p ANY FAILURE TO BUILD THE TRUSSES BRACINGNCF TRUSSES. WDESIGNICONFORMSRWITHIAPPLICSOLE NO. 1 9554 g C L , 0 p s f PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN STATE OF .,� LD 55 , o p s f PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 OR'0 GREY. .� ° EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND,_ OTHERWISE LOCATE• ��a ••• •FA C. 1.33 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-2. THE SEAL ON THIS DRAWING INDIC' sy+ d ,�!. 4 ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT �• °• DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING �✓ �'rPAC I NG 24.0" TS THE RFSPONSTRTITTY OF THE RUTLnTNR RFSTANFR. PFR ANRT /TPT 1 -IRAR RFCTTON 9. 'FIE, DATE 04- 13-2004 DRWG DESNR 0/R LEN. 100804 TYPE comn Job:(8740) RAS - BLUMSTEIN RES / 02G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot ohord 2x6 SP M -14 Webs 2x4 SP #3 SPECIAL LORDS -- CLUMBER DUR.FRC. ..1.33 / PLATE OUR.FRC. ®1.331 TC - From 90 PLF of 0.00 to 90 PLF at 10.69 BC - From 20 PLF at 0.00 to 20 PLF at 10.69 BC - 936 LB Cono. Load at 2.06, 4.06, 6.06, 8.06, 10.06 In m 3X4 CRl) Rv @2595# LEFTaJIG4= 6'4"8 PLT. TYP. -WAVE 2'9 "2 5'4 "2 2 Complete Trusses Required E5 NAILING SCHEDULE: C12d_box..nalls0 TOP CHORD: 1 ROW 0 12" o.o. BOT CHORD: 1 ROW 0 4" o.o. WEBS : 1 ROW 0 4" o.o. USE EQUAL SPACING BETWEEN ROWS ANO STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph wind, 27.70 Ft meon hqt, ASCE 7 -98, CLOSED bldgq, Located roof, CRT II, EXP C, wind TC OL ■5.0 psF, wind BC 0L�5.0 psF. Deflection meets L/360 live and L/240 total load. 2.7" 2'7" 5'4 "2 2'9 "2 — 2'O "12 936# U =2183# W=8" TPI 1995 CSTOI 2' 936# 2' 936# 2' 936 2' 936# Rv =3261# Ua2738# W =8" APR 1 3 2004 anywhere in JIG CITY= 1 PLIES= 2 TOTAL® �+`iiardS s9r /`,'�' REV. 6.39.1124.07 TSCALEa=0.6323 6'4"8 PMene: (954)491 -3310 Fat9 (954)491 -8237 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INStALLIN ' IS' p� AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND FABRICATING, SHIPPING, TPI (TR p5•' �II2 PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTIC .ti.? L INGS FL. PROPERLY ATTACHEEDDNSTRUCTURALNPANELS ANDNBOTTOMTCHORDSSHALLIHAVEDA TOP CHORD IO • 53-198$ CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTIN CONTRRCTO' ALPINE N:EANY "FAILURERTO BUILDITHE TRUSSES INB CONFORMANCE LWITH RZzTPI; OR FABRICATING mlpp��L . NO. 1 9554 HANDLING, IOSSOFNOSG'(NATIONNAALIDESIGN SPECIFICATIONUPUBLISHED BY THE AAMERICANIFORESTTLRNI E1`�5 STATE OF PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S�EI• EXCEPT POSITIONLCONNECTORSRPER FACE UNLESS DRAWINGLOINDICRO�..!IN :,01:0101141... ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT •e• Cr +� DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING �� ` TR THE RFSPONSTBTLTTY OF THE RIITIf7TNG OFSTENFR. PFR ANRT /TPT 1 -1996 RFCTTON P. FEIi .AI>7 'tit* „i /IlIlllll� ",� TQ� LL 30.0psf COL 15.Opsf BCalL 10.Opsf BCi.L O.Opsf' 1 .0. 55.0psf &. FAO. 1.33 PACING 24.0" REF DATE 04 -13 -2004 DRWG DESNR O/R LEN. 100804 TYPE corn Job:C8740) RAS - BLUMSTEIN RES / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N Webs 2x4 SP #3 Defleotion meets L/360 Itve and L/240 total Toad. 4'8 "10 12 7 2X4 3'9 "8 146 mph wind, 27.70 ft mean hggt, ASCE 7 -98, CLOSED bidqp, Looated anywhere in roof, CAT II, EXP C, wind TC 0L ■5.0 paf, wind BC DL -5.0 per. Components and cladding wind pressures considered for uplift oallouts. 4X4 3'9 "8 2X4 in — T2 5X6 CD IXL.(F1l B1 N 3X4 CF1l 12 1 T I ►✓ 4 `CHI 4'8 "10 Rv =936 #f U =781# LEFT =JIGS= 10'0 "7 PLT. TYP. -WAVE 8'6 "2 17'0 "4 TPI 1995 CSTDI 0TY= 8 TOTAL= 8 Phone: (954) 491 -3310 Fez: (954) 491 -8237 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLIN AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRU PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTIC PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HA_Y, PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT= ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIlt DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP�'LIC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANir PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 200A RSTM R653 GR40 GALV. SSE EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATE THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDIC ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TS THE RFSPONSTRTI TTY ()F THE P11T1 fTNR MFAT(;NFR. PFR ANST /TPT I -ISAS SFCTT(W 9 8'6 "2 APR 1 3 2004 Rv =936# 1U =781# �,�� RIGHTS JIG = = 20'0"7 0 3 �� , SA- fya�ii,,REV. 6.39.1124.07 SCALE =0.4304 4;:8.' GS 3D LL 3-1964 • C.11 ISO. 19554 ' �cL STATE OF LD. Q '*4 ?R.FAC. .tPRCING ktON 30.0psf 15.0psf 10.0psf O.Opsf 55.0psf 1.33 24.0" REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 170004 TYPE comn Job:(8740) RAS - BLUMSTEIN RES / VI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. 5'8°2 146 mph wind, 27.70 ft mean hot ASCE 7-98 CLOSED bldg, not located within 4.50 ft from roof edge, CRT II, EXP C, wind TC DL -5.0 psf, wind BC OL -5.0 psf. Components and cladding wind pressures considered for uplift oallouts. See DWG VRLTRUSS1103 for valley details. 4X4 5'8 "2 12 7 EZ 141 2X4 COD LEFT�JIG g= 6'6"14 PLT. TYP. -WAVE ,fre<"1-4 21'5 "4 1.5X3 Rv ®110pIF Ug100pIf FBC /TPI1995CSTD) QTY= 1 TOTAL= 1 Phone: (954) 491 -3318 Fen (954) 491-8237 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLI AND BRACING. REFER TO HI8 -81 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CT PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MRDISON, WI. 53719) FOR SAFETY PRACTI PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT AR. ALPINE ENGINEERED PROOUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLIGA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST A) PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCK THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDI ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TR THE RFRPONATRTI TTY (1F THE RUTITITNG I)FRTRNFR. PFR RNRT /TPT 1 -1985 RFCTTCN 7 Wmli'4 "4 APR 1 3 2004 •$� tArr �V� *,, REV. 6.39. 1124.07 TSCALEa =026452 PRINGS 753 -1988 t %t NO 19554 : STATE OF sj;P,F{IO..P•' 0�ol /H u....1►tNt� %%C LL 30.Opsf DL 15.OpsF e DL 10.Opsf B� LL O.Opsf ZT.LD. 55.0psf UR . FAC . 1 .33 SPACING 24.0" REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 110404 TYPE val Job:C8740) RAS - BLUMSTEIN RES / V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bet ohord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. (NI --4 N 2X4 C01) 3'8 "2 12 146 mph wind, 27.70 ft mean hgt ASCE 7 -98 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL -5.0 par, wind BC DL -5.0 pef. Components and cladding wind pressures considered for uplift oollouts. See DWG VRLTRUSS1103 for volley detaile. 4X4 3'8 "2 2X4 C01) 22'7 "5 1.5X3 LEFT JIG = 4'3 "1 TAG = T10 PLT. TYP. -WAVE FBC /TPI1995CSTO) OTY= 1 TOTAL= 1 PM:m: (954)491 -3319 Fex: (954)491 -8337 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLI AND BRACING. REFER TO HIB -S1 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (T PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53718) FOR SAFETY PRACTI PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED iGIO CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH), DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING — 111 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API�LICZ PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICRTIDN PUBLISHED BY THE AMERICAN FOREST ANIC PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATE THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INOICA 2�5 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T4 THE RFAPONATRTITTV nF THE ALIT1nTNG 11FRTRNFR. PFR RNRTTTPT 1 -IRRA 4FCTTnN 9 S APR 1 3 2004 Rv =110pIr ``,``,fit, \i11i1d1Urd /�1,, g1S A. Shy ,mss ,:_t�T1T �'' g1FEV HStdR 'P ®$ 112th U =100pIP W=7'4 "4 RIGHT 5E0JIG = = 22070 6.39.1124.07 SCALE =0.9962 CORAL PRINGS FL: 871:215.10L. + LL 49541 753 -1588 1 4 O. 5 ; x$C_DL (� teirs of Bt .LL ZLiT.LO. !) ()RIUP .** 44(/4�UR.FAC. 74a, (i4it, SPACING '10111111 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf 1.33 24.0" REF DATE 04 -13 -2004 DRWG OESNR 0/A LEN. 70404 TYPE v0.1 Job:(8740) RAS - BLUMSTEIN RES / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 0 N 2X4(01) TAGTmJIG T 4'0 "8 12 PLT. TYP. -WAVE 3'5 "14 12 71/ 146 mph wind, 27.70 ft mean hot, ASCE 7 -98 CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC ISL.5.0 pef, wind BC DL -5.0 psf. Components and cladding wind pressures considered for uplift oalIouts. See DWG VRLTRUSS1103 for valley details. 4X4 3'5 "14 W1 2X4 (01) Phme: (954) 493 -3319 Pe,C (954) 491 -9737 1.5X3 FBC /TPI1995CSTD) QTY= I TOTAL= 1 Job * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING? AND BRACING. REFER TO HIB -91 CHRNDLING INSTALLING AND BRACING) PUBLISHED NY TPI (TRu PLATE TOSPERFORMING3THESEOFUNCTION S.SUUNNLESSSS OTHERWISE' INDICATED91TOPRCHORDTSHALLCHHVk PROPERLY ATTACHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RZGIC CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR: RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,.. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICRQLB3J PROVISIONS OF NOS CNRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND• PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. S1'!r EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED! THIS DESIGN POSITION CONNECTORS PER ORRWINGS 180 A -2. THE SEAL ON THIS DRAWING INDICRT ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING �I TR THE RFRPONSTRTITTY OF THE RIITIATNR nFATRNFR. PFR RNRT /TPT 1 -IRAS RFCTTnN 2 FL 21'5 "4 Rv =110pIf U =100pIf Wffi6'11 "12 APR 1 3 2004 si /d4 ' V . F -r. P. INGS1 FL. r '74 yL,LL 53 -1988 (IN .0 ]L NO.19554 < BCL �.L RIGHT JIG = 4'� "8 78 6.39.1124.07 SCALE =1. 497 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.33 24.0" REF DATE 04 -13 -2004 DRWG OESNR 0/A LEN. 61112 TYPE vol Job:(8740) RRS - BLUMSTEIN RES / V3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N See DWG VALTRUSS1103 for valley details. 1'8 "2 146 mph wind, 27.70 ft mean hot, ASCE 7 -98, CLOSED bid , Located anywhere In roof, CAT II, EXP C, wind TC OL -5.0 psf, wind BC OL -5.0 psf. Components and cladding wind pressures considered for uplift oallouts. 1'8 "2 LEFT JIG = 1'11 "S TAG @ T11 PLT. TYP. -WAVE FBC /TPI199SCSTD) QTY= 1 TOTAL- 1 Mane: (954) 491 -3310 ra= (954) 491 -9237 * *WARNING ** TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING INSTALLI AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRRCING) PUBLISHED BY TPI CT S PLATE INSTITUTE, 583 D'ONDFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTIGG��S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL Hfi�E PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE I PROPERLY ATTACHED CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLI DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST - PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 200A RSTM A653 GR40 GRLV. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCAT THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDIC ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TS THF RFRPONRTATI TTY (iF THF RUTI rITNA AFRTGNFR. PFR RNRT /TPT I -IRAS RFCTTnN APR 1 3 2004 ` .�` S A. Sy' *, RZ tl oa A4INGS2 FL 713Q; (es 753 -1988 m: )E" NO. 19554 23'9 "4 W =3'4 "4 RIGHTS�OIG =� 220725 6.39.1124.07 SCALE =2.1842 LL TS DL B�DL B1 LL STATE OF x:'011 0.:,.. �� 601 Dsa 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf gUR . FAC . 1 .33 REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 30404 SPACING 24.0" TYPE val Job:C(3740) RRS - BLUMSTEIN RES / VS Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N See DWG VRLTRUSS1103 for valley details. 0 --i F 1'5 "14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 27.70 ft mean hot, RSCE 7 -98, CLOSED bldgq, Looted anywhere in roof, CRT II, EXP C, wind TC DL -5.0 per, wind BC DL -S.0 psf. Components and cladding wind pressures considered for uplift oallouts. 1'5 "14 LEFT JIG = 1'8"11 TAG T13 Phone: (954) 491 -3310 Fmk (954) 491-9217 FBC /TPI1995(STD) OTY= 1 TOTAL= 1 **WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALL AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND IMAGING) 6UBLISHED tlY TPI PLRTE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACT, PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHE CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRA REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APP PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GAL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LO_._.__ THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R Z. THE S AL ON THIS DRAWING INDa� IIyy 4' ZDUR.F AC. ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT.> ''. tsi ��.•' ■ DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING >j � � v144 SPACING APR 1 3 2004 \��UUUiill /�'i RIGHT JIG = 1120741 \S A ,�� ,i, REV. 6.39.1124.07 SCALE =2.4592 VE 753-1999"'''. O R. A •: C Is Np m:; 0,1-' OF TC LL 30.Opsf 3C DL 15.Opsr DL 1O.0psf LL 0.0psf CT. LD. 55.Opsf 1.33 24.0" TS THE RFSPONSTRU STY OF THE RUTIOSNG OFSTONER. PFR ANSI /TPI I -ISSE SECTION 9 �ij -0.111.11.. Yf s>i... EN :.....N% REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 21112 TYPE vol sto3r mpsMato•AurwcaeMspoaaNhosas**4160. - Ina a.dns. Kst.n.rS►se:440.•tstwsact r.a tw+taw«t.««.-s.pd.N..t..r.w» .....t..smrt.w.' atwttectwa..a iopO•°`d- - Laaetal8race - Requitetf W me Gem' roaglas Fir -txdt Ste' - Soot/past Pine tent-Fit SPF -Vmsce Pine -Rt 30" be great, The end diagent.brace. - ler cantaevete4d susses p be plasedoavetwcal *des in line mid; • the stt post_ End diagonals are suety and mustbe Lot ends of the tress system__ WARNNG: Faaeue totoNowthese _•.w•• severe: -. --,..44-eolaatglda%gs fes'ill a..i. ..4...., *.- person�iw uy or amage to It asses os bu .- . . 4.0.44.4fttatertalreosettegromlimdikt so4c..•.aeertut'iM.re:...tti.sv- •!. flpgoorassdwe fibMfe emilk4 tevt:4r.10411s.d ortut.estpdios bet *wax hpolt MMrt brtLpi End diagonals art - statid at t., be. both wdsotMe$sasssysleaa Frame 5 Trusses totosthave how bet oriesmkdin the hod- zo.taf di eHar n b ter this brats. spadng.. WAJINING: Failure tolollowthese treeoponendationscookftesailllot severe personal injury or daliatie IG truss or.knildinjs_ MN,,..amlioriVyV4A " IUSTAUATION TOLERANCES. ' • • • • ="37 Lavine 1-444 14 Lesser of 0200 or att-RigniaWr- 50" ITM 117M11 WW2 CZBEZIEEEI 011111111111M1 1-114- 2e-v. ler CiU 011T-Or-PlAtle RISTALLAISONTO1ERAPICES. -. r • • 77, 1.• , ■••:- ":"`'.' 4 : T '•;.• • ` '• .r • • • " ' ' , Frame 6 STAIRDARE) ROOF vALLFY DETAIL SUPPORTING TRUSSES VALLEY Tral5E. GU C NOTE (41i STRAP 46" OtC EE No1E() WFVORTING TOUSSESfr 2V ctia. NOSES - (a) FROvVE CONTINUOUS ERACIN6 (XI VET/GALS OVER 6.-3*- CONNECT BRACING TO VETICALS VALLEY 111/2-0dINAILS AND 8le4ctiG MOST- SE TIED TO A FIXED POW' AT EACH END, (17) t1A)c. SPACING FOR VEIZifetAL 5:IUDS - Q4 TRUSWSMITI SPANS OVER 24*-.0* THE - VERTICAL. SifOULD E SPACED AT 6*-0" MAX. lc/CCHN. roft Alto UPLIFT *lift 1 I/4*, 16 GAUGE- TWIST-STRAP • 4•�N -0 iNTERvAL5 -t0I-4-10c1 NAILS EACH 500. OF STRAP_ NAX_ 140I-E11 WINI5 WEED. 20r-0 r klAX - WALL 116141_ PARTIAL PLACtrip4TPLAN SUPPORTING TRUSS Afrill6464 VALLEY TRUSSES • 74" 04C- fL4X- WEDGE I4AILED TO TR1SSW/243cl TOE NAILS OR BEVEL CUT BOTTOM ctioRO c. VALLEE-TRUSS_ FOR il-ATES., REATIONS, 4 (IFLIP's REFER TO SEPARATE 'ENGINEERING SHEETS_ MU-WM GRAPE OF MISER IRErER TO SEPARATE ENaINEERING ottuS 035 OAOIN6 (P6F) L 9F' 30 15 OTT0171 � I0 Ad1161 -=. 24" 0.C_ NOW i PLIIIVOD sfe._AnuNor HAY ootftpe, aatoits vAum- name& PROVIDE °PENN& FOR _STRAPS TO COWECT TO TRUSSES OELOUL - L Sti ACCORDANCE $WRI SECTION 1707.3 OF THE FLORIDA-DURUM COQF. rIIE AIIOWAJ)J.E - LOADS SHOWN IN THE TABLES ON THE PAGES TO FOILOw ARE BASED UPON 1H tOwESL. VALUE OF THE FOt1.OWI N: - A) PER SECTION 170731.1 Of THE COM. THE LOWEST U1.10IATE LOAD OF THREE HANG R 1ESfS OIVIOCD 8T A FACTOR OF SAFETY OF 'U EE 1 €N TESTED IN ACC At CE 1$U$ AVM-0M 0) Pol SI:CTott 170731.3_40f IRE ITIE LOWEST -1.0A0 of 'Haw 1 5Ts RCG O .RE Mt-JOIST SACKMENrwilia RESPECT. TO. hC. HEADER -MIALS Jr MOWED D FROM TESTING IN Accoaomoze Ilf 1HH AS-RI-0176E Cj PER SE`t RObt 1707 1..4.1W THE COOL 10E CALCULATED IrAPA4ITX FOR THE FASTENERS USI:o TO SECURE HIE flAUGER 7`O INC SUPPORTING WIRIER of HIE COIMECIlett [W.TER D I$ ACCORDANCE PIAi INC INAAOKAL DESIGN SPECIFICATION FOR W000 COIISTRUCHON 1991 (1 LEON USING WOOD MT11 A outwit s €cuic )(AMITY or 2. INC STEEL SHALL CONFORM TO Ur _ RETIREMENTS -SHOUT/ ON P! -THIS TAME AND SHALL NAVE A HAVE A OHM/ GALVANIZED COMA TC OF GGt FAStT S -ARE COMMON WIRE NAII.S MISS OWIERSSE 1OW0- - 4" At OWAELE i/PLIFT LOADS HAVE' OOEN BASED 33x FOR MD LOAOING W11H NO OTHER OUR ION INCREASES ALLOWED 5_ 'ALLOWABLE. ALLOWAL OOWNLOAOS HAVE NOT WEN INCREASED 8Y ANY VI/ARAAON FACTOR. 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EIi r4f; MIELa r.Ca/ WOW NUN 1=2 ,1 WWI "r474021 WM EMI weal was Lza LAW !MI %'Y• F Mal e :al c' %r *- ` T 84 3 * 8 3 .l6' 8-164 0--164 W 2010 r7r. 2-4 KM E ULA EL1ai E`er Lt i Tao LV DOM NUM EMU KC= 1000 , 11:11111:10111 CZ LL i =I MN 6e •s NEM EIMI1111411111101111 10 -t 10=1 2700 1Sp3 2010 2510 MOWS: L HAILS MUST 8E OIVVOI AT A14 ANGLE DI ROUGH JOIST OR MIUSS TO- A4:fd£VE ME ALLOWABLE LOADS JOIST IEM ER DOUBLE SlirAft tWU,4G: (REFER TO DETAIL A) . LUSA -10S JNSTALLAUOI4 HEACWR HAAS (STRAIGHi1 HANGER JOIST JOIST HMS ` (AI1GLEO /Oit SHEAR) . (SEE NOTE 1 0.0.9W) HCADER 111113$ lGUS, . H Q I1 a RIMS uus nrz WASHER' -HtAD FOR EASY p1t1NNC 0011-T-41 RtvAHER CUTS HOLE FUR StiSTAMtic 1W7*OUT PACORIULANG DOUBLE MOW NMUNO DEFER TO -tiQNL A JOIST - SHEET DC2301 2 JOSST # 1111S/HcuS �1STAL[AWN 1101Q INSTALLAWst NQt-2 11(1102¢ -2 ELME Li irmilfrE i rea MUM GiCiri tad . Mal MEM DEMI OM 1101=1111V071111 MN OEM VEMA KV NW! 11111112‘11 1011 7 s 1 e E MEM MS El =a mg EMS 7 Or Kit TASIErnRLS JOIST :Alt_PWA8t:E L0A 1435 1865- 2145 . 1710 6140 6140 I- Nails coast be driven of or oa8tc throiroht the jowl or truss. into the header 1* ochteve the oltowobtc Wad* . 2. Refers to 1/4 30S- screirs by reopsoo Strong —lie whier- c the k9W into the header st oe be 3' or 11/2" such thot the ten" is c�ardd- to_ the orcroit wit* or the heater pees 3 ; Joists short tie mote o! too)ber with a $C.--R53 or better - • - t3=2'ifs fi R OV .SUL /R ;6c I-ISUL /R INSTALLAT14N 7NASt jR INSTALLA I7•QN, PLAN - VIEW OF SKEWED 1-1ANcERS t- A nontmuin of (OW Hails must be otaed into t e top of the Geode( 2. Joist may be square tat or bevel eat ' 3 AUowo4ie $004 is bete9 on • o onlaiascom of 2" tttkk heckler 4_ Agawe0le lewd is based es • atiatrawa of 2° thk* joist. -6 Jews-shall be made of tytabn• xitb e S(►'t55 a butt( 111A Hangers n-m29 (2) 14N' Ill( STRAP ROM - MSS w .04" 11-1AC422&422-2 1219ICE Svcs Vf /MIN NM TO PM SOO* aelvtiffc WM. or stU 2 or 5 NOSS noiNCIOr 7 tusratiAitott (0 4-ACX 1,Eg Vit4P- -4X 14414C4 'WM IHE APPi(rAliCe Nor. 1•41040CD Aft Wet 141taS 41/4R japikfiKi(44gtrzMIL" LAWN - ustatitik- am' SIZE iMPIN L& 2TT1 4001 MIMS AuttarAettl.. NEM WM jI1 IL1 ariLij ft-r ITTM 1111V-T7T'. ell Flifailrill Winn rri riNie init EZIE CZ'S ' A 11111211811R IFII/11 IMLILLAIM MAU IIMIN tv-if n-Ll'im W* rmi .L- k "'L.'s` II = 7 -111 Mal 111111:1111111 IL LA. Ai 111L121-1.1'; . II MAXIM IIIEDIN Elli DINE LAI /..=117: k41.:All ral:::',IVII al= M= MIKA, III ITU irl,MAI I EilE1317.1 Kai Irt Fie.." AN Era EL'Ilf kilLtil M77-E-111110111 MLE= IVES PIZ 1 e *1 I 6 IMMO IlE1111 WA 11 CIIII Wil Uttliff kr.a.f., r'=2;111 MI= 111111=1 IC 1AI auf.slasi 111131/1/1111 WEIN Elif DI AM Ivis =a- ,f E.: :'..L. am. r.,nii =NI - IF riP11 OlLi P- WAN 111=2171111 gall ii:1 EVAN IWO riMi:r. Mi-f-11 ovarria III= 1111111:11111E1111 ill •,.."7111111111r=±111 Mall WO wan R.i.v EI-f_ kAill 1111EZI.all ._ MEM IMP' 11714 2?Fai MR taAl IIVAII K.,- 11 Wail Ikb, VI r mini actir rill =III - IFT3 til IL-Fl 6 us-crYx., wax EV *Ted PEVA IWO' rzmil Iff,111111 ME wirlai 1.7120:11'2aMi fi MIEL15...-7: _ KAN F-4/11d11(1311rzarf: MIA ruzvrin mos - jwcza IIIIMIN1111111111E7EUE/2=11=71:41rjasAICLI VII E:ig .11 aLlIK1 I l': iNi 1111111 11111177}77•1 111.--Mi MT AI IF i ii Se li AM %TA NC= 1 r4z-Ln 11111:111111 0:55T 11111=5 Wail! 11111QAJI IIICIM 11111 NOE KIN A ?Mill IVO MEI LIZIT_i MUM= ri,Z4.7t1 1.7_, Ell ill NI ILliidg WM( Wall IrN I /PM BEAN IIII=111 LI: :2Li ILL'I 1'4 LAI I 0 Firlial KAI E IN [Er, NII Illril MN II 'AZ :: i aIIIICNIN =L7 mirwas *DA II 1.!;vjaVi 16 UM/ IffrAl El'ii EINE INCA - Ltz ...:..7J , - .!..f, 11111-142211V3A1 IL :MU. WIEWSII W0111 En, E; NI LAN 1111111:111K ,,vrt:: itIC..U2A ELLA! 11111.21LANallirrA WA El irii,WI AIL i . 'A MEN LI Z: ti IMI:=I 7!=L:,"7 1111[1.Mall *LEI 11111Arkiii PIIIMIIPANILM 11:14 VIM Will — IIIIIICEIE -1,1:r...11111Ggia IFLI:ii A ‘7..VF-Fal MAI:git MEM F.1 r,i IFFM Will UICIIII iTZIr, I IMICEIll .-1.f. ilikKAII Ilk r.:?..,21 111-2,DICH filME77.21! KM Wi.71 Veil Krill ___ 7E71 - `;-4ffril INPA:4111raiti 1)17lti '61ZWILL7171: NUM FiAll F&-Fd 111.111 - ..:Lgr:fl MIONIIN PZ:r..,f! 1111UPAII Ifizr il 1. pop WC Watt- VW WOK*. 1444itiC 301014Ut "ONO ~ II I C "tit WO allt *it 4010 014041111" *44aT ec moo. At 444 A"Cit " WOW PC PAXS PiNMAPC 0.0c* oat camel or )1t vox toolic vows Ms 1)400 etc sm.. rens or roto-toftect ow* Tee tiAls. *l 4 4 - $ 4/7" : f44pv fr 1,4 VIP se (s) 'WE at4.1 s*st le -Win. 7 - IPA Jet *00a5 Parr Pic /mu. /or wowsl wow i. ova we of 11.4c ftpqr 600.41tf.IttrAtt tottitt4 It Not ,vssito.c. ritowoolt *.c pow. a ario-rtraiu, wet melee er MC ileAebt A Magi** Pr , Ill' IVRI W E 144213 wittItAtt.t 'we r car Mt .X. AL EMIC-fott_t was SC 04#0(0 Ortiett A). A mama or (41 wraczeigt ma 1415 ME vsatt. 10 Pa-1AL P MIS *Me fat lite aar 149NO*04‘ Near ec• &avow 'a )4 JVCSVCit SO *it PI 1444.-T Potwar mapirof SK OW" of. sitt Joar NM iryC a04,04. , . - 214101--SMIE. 020 OU0-0 OR- Maatittelf. TX 7569 WI (800)9.99-5099 °w9 DCVOS • Ov br 050 Chk ,JUO 00tit: 6/02. I Scele: NtS Stuct- or - l�.1� a senors-ands- co c '. _ - xa-22 -0470 £0 Ctorsr, :Typical 14SU40 _ 'Installation 1 -1SU40 • l High ilift Lowder Truss I SU I.1SUS ier%s - T The HSU artd MIS series' :lo- girdtr bangers feature high capaciles along wit high gravy load ra _The JiSll i r zes t cWag- througk the verfaf member of lie supported buss, i+ rspreads the toad mere effectively Hwou. hout the' a truss Markers_ The MOS _ is allow p r o l n e *earn, w h i c h Wilkes 1/SP's WS3 WoodScrew ( - •ionp e)• - _ hIaterbrs.: tee chart tom: USP Pnmer - Cade= 1C84,- S13CC%SOC!- 111532 - DadeCoeady, OES8- 0717.03 & 98- 1216,07 Installation: _ - • Use stocifie4hstaserg.5006fnar4 HOt44 page 4.. W53 wool saws ara7i s11 where vcidica. SOW 00 IISUS4016 MSUS10014 =siwinrm=no !gam . imErmicacm=cit= - - MI fl ?EIS Pty IrEN '' m m E1C7ELIEV �UEMI NI EU -tOfQO CI 6 aibotstaree«si set 11440%Rr»bsxsamalekoAC•p Ihiket inaascstaifbepa a *It iioitwfraMtoASfllA3fr}rfcdnr. . 3110haits 9*der 1aati5411 MDeIscra`i eaikisworioosPi a ga: 40iSeartfUSUSsetiestqtirialhipialtif torfassembscomptilSiMiliiplfENSI.OKsopire amiwrat2 %erotida/embec SjttS3*e s4aeec.ts.aat ttr'x3134i0aotiad itdvaltdallStAlw tx • SROWARp H4NGflS .� A- LU526 . Roo` 030 11130 930 p 141U526 �G /-11-1t1526 - 2 D : 1-1U58 - E X11 -111520 -256)5 25 311 _ 1215 - 3431 1550 & . 511R/ 26 5UF /L 26 °2 1 14A 3R /L 21 1=15U1 /L :414 K 1 14154E X 13Y BUILDER 145U40 1-5U : 90n 3335 - 1 1150 (265 '.1140 585 0 10.560 X0250 9115 I. - 1-15U100 1 -15U54016 0445 1390 i 1-15u58016 9410 10560 9240 111. )0 9115 6E305 - 11100 10200 1 1 -F3ROLUARD COUNTY ICANE. ZONE EXPOSURE "C" ROOF FLOOR TOP c10 LIVE LOAD 30 - 40 TOP .CI -1013 DEAD 15 10 BOTTOM C1-1Of LIVE _ - 0 0 .. . BOTTOM CI-1O DEAD - O - TOTAL - DURATION - FACTOR - WIND SPEED 55 55 133 1.00 - 1401-1p1-1 - CHECK ALL PLANS FOR ZONE AND COMPONENTS ENTS 4 CLADDING NOTE ON LAYOUT FOR APPROVAL • 1. 1 .1 1, 1 St, Lucie .County"" top mph 120 mph oity, Un,tt: PAW E3EACH GO. HURRICANE ,ZONE EXPOSURE -'IG" up to 1500 feet..af t'cea-n -1 0 1" 1PN EXPOSUR 13"- - _ . . re &t of th state wind •Speed 140.11P11 down to 110-11P1-1 - ROOF - FLOOR TOP G1-1OF P LIVE LOAD 30 ; 40 TOP GNOFP DEAD . -15 10 J OTT«1" 1 G1- -1ORC3 LIVE 0 0 130TtO1 1 G1 -tORD PEA° .10 5 TOTAL . - _ 55- 55 IDL1RockTION FACTOR _ 133 1:00 WIND SPEED 141.0 1"1194 CHECK ALL PLANS FOR ZONE AND COIIPONENTS 4 CLADDING_ NOTE ON LAYOUT FOR APPROVAL. Car. C :fl . .1==4Y IC.`'►+ A1=41 4===s- -rem} s=>" 41=i71;' 4c:_,0. . - '� . , - ��L..3 GTS►. • -fly C- '1 Cr 4:r • ® LZ? +��y Gam? )1L1D:E 1182510 11S2,512 _ HS2514 HS410 HS412 1-18416 118512 1-18514 1-18518 - 118522 118612 118616 1-18618 t -18714 1i88i 2 HS81.6 116818 -118820 113822 HS824 1181016 HS1018 118.1022 1181028 DIM NNSIONS' 3.2X8.7 32X10.5 3.2X12.2- 5.2X8,7 5.2X10 5 5.2X14.0 6.5X10.5 6:5.x12.2 6.5X15.7 6.5X19.2 - 7:8X1n.5 7.8X14 7.8X15.7 9.1X12.2" 10.5X10:5 10.5X14.0 105X15.7 10.5X17.5= 10.5X19.2 - 10.5X21..0 13.1X14.0 13.1 X15.7 13.1X19 2 13.1X24.5 NEW NAME .110308 1 -10310 .11012 110508 110510 1 -10514 110610 110612 110615 110619 110710 110714 110715 110912 1-11 010 1-11014 111015 1 -11017 111019 -111021 111314 111315 111319 11324 It your truss drawing shows an "11Sa plate that does not appear here. __ 1 CH NUNKF S. WCt FOP OP ROHR HOBO SSVL • MOP TOP OF T9 EON t*W RAYS • SCOW ROM TOP OF T.H. CLOY 40 Sr MVO. • -ZOMttt•.. T ®m Ape MOO 01578 2201.11. MU OWM1E MOO. MO 11A0.5 A •11wM•!MMlM IM•M_M•M_r ■IMMlMM_MM 1••l■ii_!r rI•M•_wi•• T rIMM•M_MMM • IwlwMMiww. r�!_Ml MMi_M ■ 1■lwM•w•••r qUAIIIIMEMEND iriri�i�iri•Lwri iwwMww_M 1111111111•111111111111111111111111111111111111 N rlsww_w_!w IwMlw!!__r �Mw!_MwMM 1_MMM_MMl. 101_M•M_•__ IM_Mi_MMM. I__ _ •MMl • • MINIM= ___ rer i !___• ._M_r mmuiminamliggiumer .M_M_MINA:•w_Mw1 w_•MMMM_lM.1 .MM_Mw_M_in= _w••MMMM_MIII .M__Mw••_•rr •M•sM••!lw•t �M1Mr\.\M_MMM.1 .•MMMwMMw•■ •MM•MMM .MM••w_M MMM_MM_MI ■•MwMilM sM_wMM_� •MMwMwMw M_wMMMMrI .MMwM•lM •w•lMMM11 •M_w•M_w MMMMMM_M11 •M_MMMw•M --------•. —'I .wwwwwwww MM•M_MI ----- — ti MMw_M_ . .MMMMMM. MM•w•M_ .•MMwMi. Wev Artdor.AIrAr 9ECnoN ilttr OS415E115. RAI5BEPM WOOD TRUSSES 111111 1111 MIEN M 111111111111111101111111110 Ili ■ .MIMMMMMMt• MMMMMMMMMIllb7 JM71•IIIMIM. .MMMMRRIwllwlwirli• MMIeeM*_M •_ __rp::.Y_.A_' _• .M.I =M. rwMMAMMMM MEW( I 11=111111 • M_111IMM_MM AwwMMM_ ._. - Mil 1!M s_MMMMMMMM .MWErg a: rM_•__••M•. M11 1•M MwrMMMMMIM Q .M••MMM_wM• MMMMMM •---• .wM_M_MMwM. MMMMMMMM_! .•i_wM••w!• M•MwMlM•M• rM_•MMMwM•• MMMMMMMMMM r_•w_•M•M•• MwMMw••MMw MMMMwMMMM_ rMl r xill,10.WAnrr�r• .wN MINNs■ MIS MIA rwr M• Qt worm fi0U9B TO REMAIN SECTION V>t OWNER: AIMEE & SCOTT @LUMSTEIN 8389 Na Mkt Ass. MIAMI WORM 81.33139 PHONE: OA 768 -9799 1 vl ° 2 Q w 0 1 n ®A� APO =won /D\ POR PERO AG *adman. 03/2004 79Nrm 13.01. 79p3 d.w lha RA9. 1579 291921 STRUCTURE SECTIONS S -301' Ae98 1 4.t 15 031007 Job:C8740) RAS - BLUMSTEIN RES / R2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot ohord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. X4 CAI) 1 Rv =936# 4'5"14 12 1.5X3 7�/ 4'0 "4 146 mph wind, 27.70 ft mean hat RSCE 7 -98 CLOSED bldg, not looted within 4.50 Ft From roof edge, CAT II, EXP C, wind TC bL -5.0 psf, wind BC DL -5.0 psf. Components and plodding wind pressures oonsidered For uplift oallouts. 4X4 4'0 "4 2 1.5X3 4'5 "14 WI 2X4 (Al) U1785# W =8" TAG LEFT 10'0 "7 PLT. TYP. -WAVE Bl 5X6 17'0 "4 8'6 "2 B2 TPI1995 (STD) 0TY= 4 TOTAL= 4 Winne: (954) 491 -3310 F95 (954) 491 -9737 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTAL AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRA PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONT RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING .. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. OESIGN CONFORMS WITH APi1':IC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM 8853 GR40 GAL EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOC THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENf�i DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING yes TS THE RF9PONSTRTItTY OF THE RUTLDTNG fFSTGNFR. PFR RNST /TPT 1 -199S RFCTTON 2 8'6 "2 APR 1 3 2004 IS "�11(eOtPlF�f lspsp�Rj��,°Iw SyryH�►°,`TC LL 30.0psf 753 -1988 �0•7sC DL 15.OpSr O 19554 EC DL 10.0psf STATE OF C L0. o . opsf • 55.O.psf •$�<Cr;` 1.33 A� };51 SPACING 24.0" 20' Rv -936# U =7851 W =8" RIGHT JIG = 10'0 "7 REV. 6.39.1124.07 SCALE =0204304 REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 170004 TYPE comn Job:(8740) RAS - BLUMSTEIN RES / 81 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. 146 mph wind, 27.70 ft mean hot, ASCE 7 -98, CLOSED bldgg, Located anywhere In roof, CRT II, EXP C, wind TC DL -5.0 pef, wind BC DL -5.0 pef. Components and cladding wind pressures ooneidered for uplift oallouts. Rv =828# UI =693# W =8" LEFT JIG = 8'10 "14 TAG .TYP. -WAVE 7'6 "6 FBC /TPI1995CSTD) QTY= 6 TOTAL= 6 Phone: (954) 491 -9310 Far (954) 491 -9237 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLI ANO BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (T PLRTE INSTITUTE, 583 D'ON0FRI0 DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACT.E PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACH CEILING. **IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRR 0 ALPINE ENGINEERED PRDOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING — HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPGZCABL4 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST:ONO • PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MRDE OF 20GA RSTM R653 GR40 GRL+M EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCD, THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENN*+Gt DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING,' TR THE RFRPONRTRTI TTY OF THE RUTIATNG OFRTGNFR. PFR ANRT /TPT t -1985 RFCTTDN 2 Q 7'6 "6 APR 1 3 2004 400111111i Pio A. Si-i Rv'828# 1J=693 W-8" REV. � s,mr-9NB t TC LL '4SOe' tL, ; CDR FiIII�as'�Al[, Sk TS Vv t 753-1985% ,A.• G �`�� C DL ° 7 $C DL NO. 19554 ; Ec LL STATE OF : rt. 0i-.Lo. 6.39.112 30.0psf 15.Opsf 10.Opsf' O.Opsf rJ55.Opsf •.w,ZORR, I, .OUR.FAC. 1.33 /�?,� n.,'it1s�`1 SPACING 7 RIGHT JIG = 8'10 "14 SEO 22055 4.07 SCALE =0.4864 REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 150012 24.0" TYPE cotnn Job:C8740) RAS - BLUMSTEIN RES / B2G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x6 SP M-14 Webs 2x4 SP #3 SPECIAL LOADS (LUMBER DUR.FAC.m1.33 / PLATE DUR.FAC. =1.33) TC - From 90 PLF at 0.00 to 90 PLF at 15.06 BC - From 20 PLF at 0.00 to 20 PLF at 15.06 BC - 938 LB Conc. Load at 2.06, 4.06, 6.06, 8.06, 10.06 12.06, 14.06 4' 7'6 "6 12 7 V 3X4 3'6 "6 2 Complete Trusses Required NAILING SCHEOULE: C12d_boxso I I sl TOP CHORD: 1 ROW 0 12" o.o. BOT CHORD: 1 ROW CI 4" 0.0. WEBS : 1 ROW 0 4" o.o. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING 146 mph wind, 27.70 ft mean hat, ASCE 7 -98, CLOSED bld , Located roof, CAT II, EXP C, wind TC DL ®5.0 pelf, wind BC DLm5.0 psf. Defleotion meets L/360 live and L/240 total load. 4X4 3'6 "6 7'6 "6 4' F.--2'0"12 938# Rv=3865# U =3249# W =8" LEFT JIG = 8'10 "14 TAG = T2 PLT. TYP. -WAVE Cr' ALUX mom: (95i) 091 -3310 Fax: (9s4) 491 -8337 2' 936 6* 2 TPI1995 CSTO) 936# 2' 936# 936# 936# Rv =434S# U =3650# W =8" 2' 1 1' OTY= 1 PLIES= 2 TOTAL= anywhere in inR 1 3 2004 0r00A"S1 i-r„, '7i, REV. 6.39.1124RI0G7 H LG =0.44454 * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING iI111 .'S a11(104Q E.< AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUB*7 1:�'= �At. Yi U LL PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICE. -�" 98 rb PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HRV 5+) -19 :re OL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED •' �''• G CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR,` • CJ fi s yBrrDL ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ar DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLI NO. O. 1 9554 L BC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RN X31 ° STATE OF .1,10. 55.Opsf 0/R LEN. 150012 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCAT - THIS QESIGN POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING INDIC'. ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1. �.'•� nr91( �P,- 30.0psf REF 15.Opsf' DATE 04 -13 -2004 10.Opsf' ORWG O.Opsf' DESNR DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING s TYPE comp Job :18740) RAS - BLUMSTEIN RES / 01 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Defleotion meets L/360 live and L/240 total load. 2X4 (A1) 12 7V 5•4 "2 146 mph wind, 27.70 ft mean hggt, ASCE 7 -98, CLOSED bldgq, Looated anywhere in roof, CAT II, EXP C, wind TC 0L -5.0 psf, wind BC DL -5.0 pelf. Components and cladding wind pressures considered for uplift oallouts. 5'4 "2 Rv =588# LEFT = JIG T3= 6'4"8 PLT. TYP. -WAVE U =488# W =8" FBC /TPI1995(STD) OTY= 6 TOTAL= 6 Phonct (954) 491 -3310 F410 (934) 49141237 •*WARNING*■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANOLING SHIPPING INSTALLING .Z. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUS,�M, PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719] FOR SAFETY PRACTICE PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAV- PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT° a C�L Rv =588# U488# W80 APR 1 3 2004 0"014iiiiti, „,, RIGHTS JIG = 2208,gg 0 ;Pk. Slyq ' /6>REV. 6.39.1124.07 SCALE =0.6855 -�V y • ► ,gars 1 LL 3IN91 3p ..Gf &DL r�t,1 ,r ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS � ,,. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: FABRICATING, . NO.1 9554 _ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN STATE OF PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 200A RSTM A653 GR40 GREY. .LD. t HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH flP LICABLE BCaL 11 $ EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FRCS OF TRUSS ANO UNLESS OTHERWISE LOCATE R.FAC. TS THE RFSPONSTRTI TTY OF THE RUT] OTNR OFSTGNFR. PFR ANST /TPT I -1995 SFCTTON 7 '�p14 >i” ��PAC I NG THIS DESIGN POITION CONNECTORS PER DRAWINGS 160 R-Z. THE.SSRL ON THIS DRAWING INDICR ) •.ICZ O iC�• ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE .TRUSS COMPONENT i / •.c. �•.•• K/ DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 30.0psf 15.0psf 10.Opsf 0.0psf 55.OpsF 1.33 24.0" REF DATE 04- 13-2004 DRWG DESNR 0/A LEN. 100804 TYPE comn Job:(8740) RRS - BLUMSTEIN RES / 02G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x6 SP M -14 Webs 2x4 SP #3 SPECIAL LORDS (LUMBER DUR.FRC. -1.33 / PLATE DUR.FRC. ®1.33) TC - From 90 PLF at 0.00 to 90 PLF at 10.69 BC - From 20 PLF at 0.00 to 20 PLF at 10.69 BC - 936 LB Cono. Load at 2.06, 4.08, 6.06, 8.06, 10.06 -4 m 3X4 (Al) Rv =2595# LEFT =' 6'4 "8 PLT. TYP. -WAVE 2'9 "2 5'4 "2 -I 2'7" 4X4 2 Complete Trusses Required NAILING SCHEDULE: (12d_boxsai Is) TOP CHORD: 1 ROW 0 12" 0.0. BOT CHORD: 1 ROW 0 4" o.o. WEBS : 1 ROW 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph Wind, 27.70 ft mean hqt, ASCE 7 -98, CLOSED bldgq, Located roof, CAT II, EXP C, Wind TC DL ®5.0 psf, Wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. 5'4 "2 2'7" 2'9 "2 1 936# U ®2183# W-8" TPI1995 CSTO) 2' 936# G' Att° Phone: (9 4) 491 -3:e fan (gsa) 491 -8237 2' 1 2' -1 2' 1 '•� 936 936# 936# Rv =3261# U =2738# APR 1 3 2004 ai�llluiI UUil�ll� QTY= 1 PLIES= 2 TOTAL= 4��e A',S!t4i /��i4 EV. NG HANDLING, SHIPPING, NG NS G.e� 1S'8. * *WARNING ** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTI I I I I TRLLIN AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CTR PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53718) FOR SAFETY PRRCTIC PRIOR TO PERFORMING THESE FUNCTION. UNLESS &HERWISE INDICATED TOP CHORD SHALL HAY. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ALPINEGENGINEEREDRPRODUCTS, INC. SHRLLYNOT THIS FOR ANY DEVIATION FROM . NO. 19554 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING • STATE OF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API�LICV1 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND•+ PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM R653 GR40 GALV. S 11721 L�PRINGS FL: 7307 4o 53-1588 iS EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATE Oi4 fl THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE S&L ON THIS DRAWING INDICR RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TS THE RESPONSIBILITY OF THE BUILDING OFSTCNFR. PFR RNST /TPT I -I99S SECTION P. k- tlYr.OV -'Air• 1/111/114/110° W-8" anywhere In RIGHT SJIG 220684 6.39.1124.07 SCALE =0.6323 LL Can_ BOIL BC.L .LO. gOR.FRC. PACING 30.0psf 15.0psf 10.0psf 0.0psf 55.0psF 1.33 24.0" REF DATE 04-13-2004 ORWG OESNR 0/A LEN. 100804 TYPE comn Job:C8740) RAS - BLUMSTEIN RES / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 Iive and L/240 total load. Rv =936# 4•8 "10 12 7 V 2X4 3'9 "8 146 mph wind, 27.70 Ft mean hat, ASCE 7 -98, CLOSED bldgq, Located anywhere to roof, CAT II, EXP C, wind TC OL-5.0 per, wind BC DL-9.0 psf. Components and cladding wind pressures considered For uplift oollouts. 4X4 3•9 "8 2X4 r--41111111111/1111111.1"11. ■■ 5X6 cD ID N 3X4 CF1) ig% 12 i 4'8 "10 LEFT JIG = 10•0 "7 PLT. =TYP. -WAVE U =781# 8'6 "2 17'0 "4 TPI1995 (STD) 0TY= 8 TOTAL= 8 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TR PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRRCTIC PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HA_V, PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTS ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI€ DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLIC PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND. PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A RSTM A653 GR40 GRLV. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATEI'.d THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A -Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IR THE RFRPGNRTRTITTY OF THE RUT)nTNG AFRTANFR. PFR ANRT /TPT 1 -1ARS RFCTT(1N 8'6 "2 APR 1 3 2004 0011111111///4/4 \■iASfy ' 2fi0, , ,yV LM,„ i N ®.19554 s Bst L 4 1 %$$33.D '. orSDL VV STATEQfi ;i'�LL D. s ij5y�t1/4 P CING _20' Rv =936# U =781# RIGHT JIG = 10'0 "7 SEO = 22043 6.39.1124.07 SCALE =0.4304 30.0psf 15.OpsF 10.0psf O.Opsf 55.0psf' 1.33 24.0" REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 170004 TYPE cot»n Job:(87401 RAS - BLUMSTEIN RES / VI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Defleotlon meets L/360 live and L/240 total load. S'8 "2 146 mph wind, 27.70 Pt mean hgt RSCE 7 -98 CLOSED bldg, not located within 4.50 Ft Prom roof edge, CAT II, EXP C, wind TC ISL -S.0 psf, wind BC OL-5.0 psf. Components and cladding wind pressures considered for uplift oollouts. See DWG VRLTRUSSII03 for valley details. 5'8 "2 1.5X3 LEFT JIG a 6'6 "14 TAG .P TY. -WAVE FBC /TPI1995CSTD) 0TY= 1 TOTAL= 1 ptL Phone: (954) 441-3310 Fan (954) 491}8737 * *WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLI AND BRRCING. REFER TO HIB -81 CHANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CT PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTI PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED CEILING. :.IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT Oil. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THZ5 DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP�'L11:i1Blit% PROVISIONS OF NOS CNRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST no PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCK THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING OI ACCEPTANCE O IN F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ' TR THE RFSPONRTRTITTY OF TI-IF RtITI OTNG OFSIGNFR. PFR ANST /TPT 1 -1995 9FCTTON 9. Rv ®110pIf U @100pIf APR 1 3 2004 Wm11'4 "4 ````�ti�rArrrea��l' RIGHTgEJIG a 2 4 2066 N∎ \S /1�f„ /''SREV. 6.39.1124.07 SCALE =0.6452 IG MIS. AIM %;is, a€ 3_C LL 5 4 753 -1888 DL S� ' �8� DL NO 19554 STATE OF B� LL 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf ' 42.9 �';•'�_.. j f�UR.FAC. 1.33 �� 24.0" �, ,, , 4 ( I SPACING REF DATE 04 -13 -2004 DRWG DESNR 0/A LEN. 110404 TYPE va 1 Job:(8740) RAS - BLUMSTEIN RES / V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. N .-4 --4 2X4 (D1) LEFT JIG = 4'3 "1 PLT..=TYP1 -WAVE 3'8 "2 12 7 V 146 mph wind, 27.70 ft mean hgt ASCE 7 -98 CLOSED bldg, not l000ted within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL -5.0 psf, wind BC 0L -5.0 psf. Components and cladding wind pressures considered for uplift oallouts. See DWG VALTRUSS1103 for volley details. 3'8 "2 1.5X3 FBC /TPI1995CSTD) OTYa 1 TOTAL= 1 m.. (934) 491 - Ill mm (954) 491 -9247 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLI AND BRACING. REFER TO HI8 -91 (HANDLING INSTRLLING AND BRACING) PUBLISHED SHIPPING, TPI (T PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRRCTI PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED GIO CEILING. * *IMPORTANT ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT .-n ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THt/ DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING .+ (Ti HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICC* PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANIy PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. 5�SEI�n EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATE THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -2. THE SEAL ON THIS DRAWING INDICA ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TS THE RFSPnNSTRTITTY OF THE RIITInTNG OFSTGNFR. PFR ANST /TPT (-MS AF:TTnN 4 S Rv'110pIP Um100p1P APR 1 3 2004 0 (\S A. S� / /i4 ...... �9c�S`EV 88 H8 ,•P. 112th W -.7'4 "4 RIGHT SEOJIG = 22070 6.39.1124.07 SCALE -0.9962 fg LL 4e54) 753 -1984 • (�(:DL CORK PRINGS FL i3 70 n®.rte ZBC_ =DL ice` � .141`E F B( LL •,•` •��T LD FI //REB/1-dt1�5F1t1 SPACING ��11'AAAAAA ®/ 1 � 40100 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.33 24.0" REF DATE 04- 13-2004 ORWG DESNR 0/R LEN. 70404 TYPE val Job:(8740) RAS - BLUMSTEIN RES / V4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. 0 2X4 (01) LEFT JIG = 4'0 "8 TAG .TYP. -WAVE 3'S "14 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 27.70 ft mean hot ASCE 7-981 CLOSED bldg, not located within 4.50 ft From roof edge, CRT II, EXP C, wind TC OL -5.0 psf, wind BC DL -5.0 psF. Components and cladding wind pressures oonsidered for uplift oollouts. See DWG VRLTRUSS1103 for volley details. 3'5 "14 Phone: (954) 491-3310 Faye (954) 491 -9237 1.5X3 FBC /TPI1995CSTO) QTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING RND BRACING) PUBLISHED BY TPI (TRU$4 PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICf"„a PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HRVA�i.r PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE �i PROPERLY ATTACHED RZBI0 CEILING. * *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR,;, ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS. - DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP�'LICA PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO • PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 GR40 GALV. S1 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, NLESS OTHERWISE LOCATED! THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICAT ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TS THE RESPONSIBILITY OF TYF RUTLOTNG RESIGNER. PER RNST /TPT 1 -1995 SECTION 9 21'5 "4 Rv =110pIf U =100plf W =6'11 "12 APR 1 3 2004 ```�� s_ •L 0%%1411111,110 S�q RIGHT JIG 22078 d' V. 6.39.1124.07 SCALE =1.0497 �.1RlZh� P. RINGS FL.' ya� LL 3 -1586 L O. 19554 BC ML TATS OF ' BL .ht.LO. 30.Opsf 15.Ops 10.0psf 0.Opsf 55.0psf REF DATE 04-13 -2004 DRWG DESNR 0/A LEN. 61112 118R.FRC. 1.33 SSPACING 24.0" FLI1,AVE)4ii rt►rrouurrtit�� TYPE va I Job:(8740) RAS - BLUMSTEIN RES / V3 Top ohord 2x4 SP #2 N Bot ohord 2x4 SP #2 N See DWG VALTRUSS1103 for valley details. 1'8 "2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 27.70 ft mean hagt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC OL -5.0 psf, wind BC OL -5.0 pef. Components and olodding wind pressures considered for uplift oollouts. 1'8 "2 LEFT =JIG11 1'11 "5 PLT. TYP. -WAVE Phone (954) 491 -33311 Fag: (954) 491-9237 FBC /TPI1995(STD) OTY= 1 TOTAL= 1 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FRBRICATING HANDLING SHIPPING INSTALLIN4 AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND ORRCING) PUBLISHED BY TPI (TRRUUSSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRRCTI S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO TOP CHORD SHALL H C9 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED GIO CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THU DESIGN: RNY FRILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH API�LIa =- PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST A *" PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A RSTM R653 GR40 GALV. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCAT THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INOIC ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING TR THE RFSPONSTATITTY OF THE RUP DTNG DERTGNFR. PFR RNSt'TPT 1 -1985 SFCTTON P. APR 1 3 2004 ``��N1�tuiIHr11��7 dQl�'... ....H'9.� ",REV RtfiS�q 'p ' �IORg8g�, PRINGS2'tP LL SW 753 - 198{3 m �T� DL NO 19554 BC: DL srgTE ®, • BgLL •' <�IU,P•'�� WIUR . F ®s� , ip SPAC I 23'9 "4 W =3'4 "4 RIGHTgJIG = 1'11 "5 6.39.1124.07 SCALE =2.11842 30.0psf REF 15.0psf 10.0psP 0.0psf D. 55.0psf AC. 1.33 NG 24.0" ��rarai►o�iti�ti DATE 04- 13-2004 DRWG DESNR 0/A LEN. 30404 TYPE val Job:C8740) RAS - BLUMSTEIN RES / V5 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N See DWG VALTRUSS1103 for valley details. 0 3X4 1'5 "14 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph wind, 27.70 ft mean hat, RSCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC OL -S.0 psf, wind BC OL -5.0 pef. Components and cladding wind pressures oonstdered for uplift oallouts. 12 7 V 1'5 "14 LEFT JIG 1'8 "11 3 PLT.�TYP1 -WAVE Phr+ (954) 491 -3310 Fax: (954) 491 -81t37 B1 e'2' 11 "12 FBC /TPI1995(STO) OTY= 1 TOTAL- 1 * *WARNING ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALL AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CT S& PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, W. 53719) FOR SAFETY PRACT iJ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL E PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTACHEM RIGIV CEILING. * *IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRAMOpR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 'PHIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APf� C PROVISIONS OF NOS CNATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST �1N PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLw' EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCI% THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDiS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ✓.is IIS6THE RESPONSIBILTTYIOFBTHETBUILDTNGEfF5TBNFR .CPER ANSTTPT ANIA9SRSECTLIOON BUILDING �j�' APR 1 3 2004 � ��fk ' BA +r ��ii. IS •R" 753 -198 RIGHT JIG 220 2074 REV. 6.39.1124.07 SCALE @2.4592 HR "1.�TC LL 0�C DL �:G COL S a r 55� . D a7LL0 . ° F �•.<�p Q• � Q`�.`�DUR.FAC. . •. `� SPACING %94t E ..�>> 30.0psf 15.Opsf 10.Ops O.Opsf 55.0psf 1.33 24.0" REF DATE 04- 13-2004 DRWG DESNR 0/A LEN. 21112 TYPE vol Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/1412005 Plumbing Permit Permit Number: PL2004 -104 Page 1 of 1 Applicant: SCOTT BLUMSTEIN Owner: BLUMSTEIN SCOTT JOB ADDRESS: 9329 NE 9 AVE Contractor D & D PLUMBING CORP Local Phone: 305- 379 -0516 Parcel # 1132060010060 Contractor's Address: 3145 SW 19 ST Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -5783 Building Fee $140.00 FEE2004 -5784 CCF $3.00 FEE2004 -5785 Training and Education Fee $1.00 FEE2004 -5786 Technology Fee $3.50 FEE2005 -1883 Building Fee $75.00 Total Fees: $222.50 Total Fees: $222.50 Total Receipts: $222.50 Permit Status: APPROVED Permit Expiration: 8/8/2005 Construction Value: $4,500.00 Work: PLUMBING FOR ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department BUILDING PERMIT APPLICATIO FBC 2001 ue Miami Shores, Florida 33138 O) 756.8972 Permit No. fi - I (514 Master Permit Nom Permit Type (circle): Building Electrical Owner's Name (Fee Sun • le Titleholder) j/g1 9e-70geele Owner's Address /�_ = 's. ��o W City Plumbi 1 Mechanical Roofing ^fir Phone # Tenant/Lessee Name State Zip Phone # Job Address (where the work is being done) City Miami Shores Village 93.0R — 9 %-- County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company ame % 1,GZ,„� �� G'� • Phone # v� 2 ~cS' "cJ pot o y Contractor's Address 69(4-7,1 % 3 A2G= City to 0�'� Zip 3 f �-3 Qualifier s Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: E<Iiklyon ❑Alteration :New ❑ Repair/Replace Demolition y' 74 Describe Work: � � S��" 17-; 7' 1 j **** * * * ** * * * * * * * ** * * * * ** * * ** Fees * * ** * * * * * * * * ** * * * ** * * * * * * * ** *,* Submittal Fee $ Permit Fee $ Notary $ Scanning $ Code Enforcement $ Structural Plan Review. $ CCF $ 3 . 1 & CO /CC Training/Education Fee $ e a Technology Fee $ .. Radon $ Zoning Bond $ Total Fee Now Due $ / (7 (Continued on opposite 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 CONDmONERS, 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. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was (acknowledged before me this t day of , 20 by , day of 61 t/1 , 20 N, by Ca (as of I L who is personally known to me or who has produced who is personally known to me or who has produce DJ ° As identification and who did take an oath. AI as identification and who did take an oath. Signature NOTARY PUBLIC: NOTARY P Sign: Sign Print: Print: My Commission Expires: My Commissioi State Certificate or Registration No. (Certificate of Competency Holder) Certificate of Competency No. j- 13, ► 007 , • *Attartic1 ondir►g` o;1*nc**** * ** **************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning APPLICATION APPROVED BY:. Chc 12/15/03 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT •/ FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET / LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WEAK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP • UNDERGROUND TANKS LAVATORY 3 OVEN ABOVE GROUND TAWS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 FP STEAM BOILERS SHOWER / MOTORS OVER 1- 3 If HOT WATER BOILERS SFNK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS ■ TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS FINAL _ MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET 2 MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- ' A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS C0J ERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTIPES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS _ DRAINFIELD, 4" TILE/RES. VIOLATION _ PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RAKE METER . SET (GAS) GAS PIPING 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 2001 Permit No. Master Permit No.� Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) _ VZ f 1°'112 ' hone C� �r 7 9 _ # r - 7 ` p � i l l Owner's Address ?327 /3. , 5- e-r- State f Tenant/Lessee Name AVA Job Address (where the work is being done) City Miami Shores Village Zip 3 5 # ' Phone # County Miami -Dade Zip Is Building Historically Designated YES NO r' Company Contractor's panyNameb Contractor's Address ]/'/ L.-LJ t ", 5� City Arlit-Ar / State J---e Quatifier State Certificate or Registration No %C /:z‘/ 7,3 Phone # `' Z —o S Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: eAddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: s2 �. 111 - Zoaw< -, j ****************************Fees************************ Submittal Fee $ C) Permit Fee $ CCF $ CO /CC Notary $ d Training/Education Fee $ Technology Fee $ Scanning Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) r ' Bonding Company's Address /AZ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address �11 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 w' e + d to the person whose property is subject to attachment Also a certified copy of the recorded notice of i it y t be pos, %d at the job site for the first inspection which occurs seven (7) days after the building permit posted notice, the inspection will not be +proved and a reinspec will be charged Owner or Agent / Contractor 1 e foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day o r Illy 2005-, by DCK- who is personally known to me or who has•produced As identification and who did take an oath. N Ak * Sign: .., Print: it My Commission Expires: NOTARY PUBLIC: who has produced as identification and who did take an oath. N. Ste xpires: ***************************************************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 Plans Examiner Engineer Zoning pi ca", / (,,a lD fJlOf Change of Contract s r A44 ' - ,' ermit No. aeo'i(- Y.iv Owner's Name (Fee Simple Titleholder) , ..e-At j ej ` phone # •-36S— - 3 cl`C� Owner's Address gam' G %¢. f? 11 (1 City Ai' 06,-1 r rile ( State P( Tenant/Lessee Name %C)/."4 zip ,3 J %. Phone # Job Address (of where the work is being done) eq 3 ` avt el A, V , City rt4t j. --r , S/')/ County %'/„te zip 3.S Legal Description /r' '1'4 e ��'� • ?.''_ 5,5D 9 Contractor's Company Name Rezi.0 67e0 Contractor's Address 371 5 City /"/i A/ A-( - State F—el Qualifier p Phone# ?cps" / 79- c��L ZeiP 315 Describe work: al I J C w 614 44 rzo o 'ti S T 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 nd the ffi of Miami Shores harmless from all legal involvement. The foregoing instrumen this4eY 1 `` day of , 20 6,5, by Contractor 7 The foregoing instrument was acknowledged before me who is personally known to me or who has produced As identification and who did take an oath. NOTARY P Sign: Print: My Commi ,' on Expires: Vargas Aaalait 44S 7/4 _ bilDCtile., r day of �� c.1�.elc/%- 20+�}`.�, by who is personally known to me or who has produced ›t 1 as identification and who did take an oath. 1U, io TV Ile Bonding Co , Inc ' I**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Rev. 09/19/03) *H4 11 ti ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -777 Printed: 6/8/2004 Page 1 of 1 Applicant: SCOTT BLUMSTEIN Owner: BLUMSTEIN SCOTT JOB ADDRESS: 9329 NE 9 AVE Building Permit Contractor KAWALEK, PAUL RICHARD Contractor's Address: P.O. BOX 531051 Local Phone: 786- 277 -9540 Parcel # 1132060010060 Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -5778 Building Fee $275.00 FEE2004 -5779 CCF $4.20 FEE2004 -5780 Training and Education Fee $1.40 FEE2004 -5781 Technology Fee $6.88 FEE2004 -5782 Scanning Fee $6.00 Total Fees: $293.48 Permit Status: APPROVED Permit Expiration: 12/1/2004 Construction Value: $6,200.00 Work: NEW ROOF FOR ADDITION Total Fees: $293.448� Total Receipts -= 0 JEI� 1 1 PAID )`�'6 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: RECEIVE " o p 4 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331.38 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address City ` i4 V Q reeS State Tenant/Lessee Name Phone # Permit No. bezOOLI "t%l Master Permit No. Electrical Plumbing Mechanical BGQI INN S4 RiornLI Zip 3313 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Me qt's 4-ve, County Miami -Dade NO Zip Contractor's Company N e K,AAveda 0" h Phone # 3 05 9S `'7 Contractor's Address d , o )� 05 City State Zip 3 3) 53 Qualifier ,tit, A,14,) & 1 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ba op '93 8 SooIR 6 Square Footage Of Work: Floo Type of Work: ['Addition []Alteration .. New ❑ Repair/Replace ❑ Demolition Describe Work: 1:d C1/4, i' li" tk G� 14411 Submittal Fee $ SO ,O 0 Permit Fee $ .2 1 , .0 6 CCF $ CO /CC Notary $ Training/Education Fee $ Q . 0 Technology Feel-A4tt Scanning $ o Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ a 3 a tire' (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Co.pany'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 a . 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 EVMPROVEMENTS 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 roust 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. 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: Signature gaA cP). Contractor The foregoing instrument was acknowledged before e this 206 by to me or who has produced as identification and who did take an oath. day of( ,. • who • '- NOTARY PUBL Sign: �( Print: My Commissi 4'41 !" • MY COMMISSION # DD 241500 i r t � ' EXPIRES: August 26, 2007 ................................. * ** * * * * * *; . *.� .*....* *. * + *. +.. * *. *.x�. *�x.•x�x * * *. *� * * * * *... iiiw _ � `�_ _ , _ Plans Examiner Engineer Zoning APPLICATION APPROVED BY: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No Process No. Contractor's Name PcLR1 k Gst Job Address 613026 crth A-i e ROOF CATEGORY FLOW Slope ❑ Mechanically Fastened Tile Mortar /Adh ' estve Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE E'New Roof ❑ Re- Roofing ❑ Recoverin g Repair ❑ p 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 500 qoo l X100 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pennit Apptoadon Form. • • • . Section C (Low Sloped Roof Svste nl FM In Specific Roof Assembly Components Fastener Sparing for AnchorlBassSheet • and Identify Manufacturer Attachment • • eta component is not used, ° •NA") Manufacturer, � / 1 1 M.LeP System Field: "oq , # RgKS �, �.,.!_•ai .O3 b5o i H �� Perimeter. yi„ "oo LaP, #Rows 6 'co Nt3A No.: V Comer. �" o01B Lap. # Raers "oa Design Wind Pressume, F•rom �^RAS 128 or CalculattIons:' • • • 5, 1 it/ Number.of Fasteners Per Insulation Penrh Pmax� Max. Design , r ?m the fipedlto NOA . . 'Board A & No. of Fly(s) 1 p l Field Perimeter Comer • • • IOustrat. Components Noted and • Details as Applicable: - Woodbioc8dng. Gutter, • Edge .Termination, - Stripping, Flashing,. Continuous Cleat, . Cant - Strip, Base Flashing, Counter- Flashing, Coning. Eta : Mean Roof Height' Parapet Melpht. • Sh Haight or Base Flashhng. Component Mate Insulation Base Layer. Baselneulation Size and Thida,ess; Base Insulation Fastened iondrrg Material: Top Insulation Layer • . Top Insdrition Size end T k Top Insulation F Materk BaseSheet(s) &'No. of Ply(s); Base Sheet Fastener/Bonding Material: dal, • Material Thickness, Fastener .Tyne, • Fastener . •Sparing or Submit Manufacturers 'Details that • Comply with S 111 and Chapter 16: ` A F PR mo d i ct � • 4 313 eq� dt'i :_, :o,-fl'j bed Ply Sheet(s) & No. of P Ply 5 Fending Material: Ali Top ply . CI\ r F Mo d i'f l t'. d N-1- t t&ef `` 1.541e work �Q •S� 1 1 Ing Material: SP h er p th nor, �A�y ens d Mean Roof • Height Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: H i'-�&-' Notice ofAcceptance Number: O2_ L D 3 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: ISrt P3: C31 5-1 /. Maximum Design Pressure (From the NOA Specific System): s 1215 Po t ' FO&W Method of the attachment: � � ke (ve 1%6 U-�ol rd--- ype Underiayment: j 1 Roof Slope: :12 nsulation. Fire BMW: ype Cap Sheet: oof Covering: in G Type & Size D Edge: _ Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from MO If the Mfvalues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. jj� Met ip�. ``/s��q,� "Ian (P2: 0� �1 X _ 'fr (p34_t_ _____ a A, t__ Isr - 1 "Moment Base, T Calculati ns Per RAS 127" 6 �. - Mg:' i A = Mr1 1 t NOA 1Wr r — Mg: : e . 5 7 NOA — Mg: z , a NOA 11'11 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA lllt *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt zl: I w•=+ ) -W cos 0: = Fr1. NOA F' (P2 : i t• ° I w: _ ) — W: x cos 0: = Fr2: NOA F' (P3: z1: = I w : =_) —W: x cos 0: = F ' rs' NOA Mean Roof Height Mr Required Moment Resistance* — Roof Slope I 15' 20' 25' 30' 40' 2:12 34.4 35.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 374 39.8 4:12 36.4 32.2 33.8 35.1 37.3 5:12 284 30.1 31.8 32.8 34.9 6:12 26.4 28.0 294 30.5 32.4 7:12 24.4 25.9 2/.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt zl: I w•=+ ) -W cos 0: = Fr1. NOA F' (P2 : i t• ° I w: _ ) — W: x cos 0: = Fr2: NOA F' (P3: z1: = I w : =_) —W: x cos 0: = F ' rs' NOA Where to Obtain Information Description Symbol Where to find DesignPressure PI or P2 orP3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height • ' H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity Mg NOA Attachment Resistant Mt NOA Required Moment Resistance M< Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated AvetageTileW _,, W NOA •fie • ,„ ,.,, :, .,.: moligh Nom width NOA • AU calculations must be submitted to the Building Official id the time ofpem it application. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of dhapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • Gy 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 5f) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 7 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. B6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. Lj 7. Ventilation: Most roof structures should have some ability. to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signatu Date 3 / Ct1DOCO :1lE- 14mp1LOCALS- riTtmp\SECT(OH 1524.d.c MIA MIDAOE NIEN ..111UTthfNG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FIAMIDA METRO -DADE FLAGLER BUILDING 140 WEST 1"LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee to he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his 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 AID 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 Lone of the Florida Building Code. DESCRIPTION: GAF Ruberoide Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apermanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAI, 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 because 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 #02 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 05ti1.02 xpiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Tyne: Maximum Design Pressure Fire Classification: Roofing SBS /APP, Modilled Bitumen Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Pruner (Matrix"( 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrixm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixT "t System Pro Aluminum Roof Coating Fibered 301) GAF L tblack All Weather Plastic Cement (Matrixm Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultima" Buse Shea GAFGLAS Flex PlyT 6 GAPOLAS Ply 4® GAFGLAS®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimenslons 5, 55 gallon 60 lb. Bags 100 lb. bags 5 gallons Test S,peeificatimu ASTM D 41 ASTM D 1863 ASTM 1227 Product Description Asphalt conctete printer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM 1 ?4601 ASJ'MD2178 ASTM D2178 ASTM D 3909 39.37" (1 meter) ASTM D3672 Wide ASTM D 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coat..cl glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GA'FGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - Weld1u Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - WeldTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUI3ERO1D® SBS Heat- Weld PLUS FR RUI3EROID Modified Base Sheet RUBEROIDO Modified Bitumen Adhesive RUBEROID® SBS F ieat- WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUI3EROfI) MOP 170FR RUBEROID MOP FR RU131ROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 ureter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 A STM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM 1) 5147 ASTM D 6164 ASTM D 5147 ASTM. D 6164 AS'f'M D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SIN- modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester neat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non• -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester that coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface:. NOA No: 03- 0S01.02 Expiration Date: 11/06/[}8 Approval Date:10/23 /03 Page 3 of 32 Product RIMERO=D TORCH Granule RUBEROID TORCH PLUS RLIBEROID TORCH FR RUI3EROID I701 -R TORCH R ubcroid® 20 Ruberoid® 30 Ruberoid® 30 FR RUHEROID® ULTRAC ©SI3S RUBERO1D® Dual FE. Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix1 " System Pro Aluminum Roof Coatiug Fibered 302) GAF Built -Up Rooting Asphalt RUBJ3ROID MOLD Asphalt, Asphalt L & Asphalt P Shingle-MateTM Undcrlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 teeter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 100lb. cartons, bulk 60 lb. kegs 4 sq. roll 30 Ibs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM U 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 • ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM 1)312, Types 1, II, III and IV ASTP.4 D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen mc:LTibrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen tr_erbrune, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber teat. Non woven fiberglass neat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polyiner modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt. SEBS modified asphalt Fiberglass reinforced shingle underlayment SI3S modified asphalt base sheet and interply sheet reinforce with a glass fiber neat tile underlayment. NOA Nn: 03- 0501_02 Expiration Date: 11 /06 /08 Approval Date:10 /23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus Topcoat® Surface Seal S13 (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MI3 +(kiatrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Blastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®M13) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SI3S Adhesive (Ruberoid®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibeied Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll 102 lbs. Test Specification ASTM D 5147 ASTM D 5147 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM 03019 5 gallons ASTM D301.9 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM 04586 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM 02824, Type I 5 gallons ASTM D 3019 Type Ill Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt. Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- Fbered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA Na: 03- 050 "1.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 Of 32 APPROVED INSULATIONS: Product Name GAPTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAF TEMPO Permalite DAFT EMP GAFCANTT`r GAIT F,M.P Permalite Recover Board GAF TEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line AC.Foatn I, II & Composite ISO 9Sf ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck I TIRG'Y -2 & 1 'NRCT Y -2 PLUS, UltraGard Geld TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Partite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Poly isocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03.0501.02 Expiration Date: 11 /06/O8 Approval Date:10/2343 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description 1. GAFFITE® (Drill -Tec®) Insulation fastener for #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. • 2. GAFTI:TE® (Drill -Tec ®) Pre - assembled GAFTII"l ASAP Fasteners and metal and plastic plates. 3. GAFFITE® (Drill- Tec ®) Base sheet fastening Base Sheet Fastener and assembly. Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast Hex Plate 8. 9. 10. Dekfast Lock Plate #12 Roofb ip Fasteners Metal Plate 11. Gea.rlok Plastic Phte 13. Glasfast Fastener Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate.. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 t/z" GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners 2 7/8" x 3 t/" 3" x 3' /a„ 3" round 3" square 3.2" Inc Construction Fasteners Inc. Construction Fasteners inc. ITW Buildex Corp. ITW Buildcx Corp. rrw Buildcx Corp. Johns Manville NOA No 03- 0501.02 Expiration Date: 11 /06 /08 Approval Date :10/23/03 Page 7 or 32 APPROVED FASTENERS: Fastener Number TABLE 3 Product Product Name Description 13. Olympic Fastener #12 & Insulation fastener #14 14. Olympic Fastener ASAP Pre - assembled Insulation fastener and plate 15. Olympic Polypropylene Polypropylene plastic plate 16. Olympic G -2 3.5" round galvalume AZ.55 steel plate 17. Olympic Standard 3" round galvalume AZ30 steel plate 18. Insul -Fixx Fastener Insulation fastener for steel and wood decks 1.9. Insul -Fixx S Plate 3" round galvalume AZ50 steel plate 20. Insul -Fixx P Plate 3" round polyethylene stress plate 21. Tru -Fast Insulation fastener for steel and wood decks 22. Tru -Fast Plates 3" round galvalume AZ55 steel plate 23. Tru -Fast Plates Polyethylene plastic plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Current Insulation Attachment Requirements FMRC 4470 -PA 114 Wind Uplift PA 114 GAF- 020 -02 -01 02-005 02 -014 Test Identifier Factory Mutual Research Corp. Tr' nity Engineering PRI Asphalt Technologies, Inc. IRT of S. FI. IRT of S.171. Manufacturer Dimensions (With Current NOA.) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olyinpic Manufacturing Group, Inc. SFS /Stadler 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round I)escrintion FMRC 1996 J.I. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. 1)r3te 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03-050L .02 Expiration Date: 11/06/08 Approval Date:10/23403 Page 8 of 32 Membrane Type: STIS /SI3S Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaT`{ Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RtJBEROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Neat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLASU Ply 40, GAFGLAS Flex PlyTM 6, GAFOLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psi; See General Limitation #7) GAFG..AS® Ply 40, GAFGLAS Flex P1yTU 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (G ^.FT1TL) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PtyTM 6, GAFGLAS 01.100or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" la a stag :cred and in two rows 9" o.c. in the field. (Mark um Design Pressured :. . ee General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTIT133) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure --6O psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted. Drill -Tec (GAE' I'TTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 6o psf, See General Limitation #7) CIAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri i1 -Tec (GAFTITE) 4112 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Afaximum Design Pressure —7_4 psf. See General Limitation #7) Ply Sheet: (Optional) One ortgrore. plies GAFGLAS PLY 4'x", GAFGLAS Flex Ply 6, GAFGLAS 4180, RUBEROID MOP Smooth or RUBERU=D 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. NOA No: 03-0501.02 Expiration Date: 11 /016/08 Approval Date:HOaai /03 Page 26 (r 32 Membrane: Surfacing: One or more plies of RUBEROID MOP Smooth; Ruberoid® Mop Granule, Ruberoid® Mop PIus Granule, Ruberoi , Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1traCladT11S SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBERO1D® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote® Mfl +(Matrix 715 MB Coating), Applied at 1. to 1.5 gat. /sq. 4. Top Coat® Surface Seal SI3(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03- 0501.6Z Expiration irate: 11 /[16104 Approval Date:10/23Jt13 Page 27 of 32 Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat We1dTM PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS HeatWeIdTM 170 FR, RUBEROID® SBS Heat- WeldTM, RUBEROID® SBS Heat-Weld TM Smooth, RUBEROID® U1traCladTM SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat"' Emulsion at 3 gal./sq. (Torch Smooth applications only) 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gaL/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 29 of 32 . Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 1913" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFOLAS® Ply 4 ®, GAFGLAS Flex Ply1M 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Thai mrun Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 40, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFFITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Ma imum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIym 6, GAFGLAS #75 Base Sheet or any of above I3ase sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Linnitatian #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFI'ITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above. I3ase sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAPTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General .Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTI'TE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The: other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxiiuuni Design Pressure —75 psf, See general Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUI3EROII)® 20, RUBEROID SUS Heat- We1d1T1 Smooth or RUBEROID SES Heat -Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVE' range and at a rate of 20 -40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 28 of 32 WOOD DECK SYSTEM LIMITATIONS: A slip sheet is required with Ply 4 and Flex Ply rM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or' Type X gypsum hoard is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum e Qesign pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation 119 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e.. perimeters, extended corners and corners). (When this limitation is specifically referred within this; NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9r; -72 of the Florida Administrative Code. ENI) OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 32 of 32 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU) — Continued Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1-3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isncyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or Inure layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. niin, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane • composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9.• Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. ruin. Base Sheet: One or more layers of Type 62 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Pty 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate. 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or rnechanicalty fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or =GAF Weather Coat Emulsion at 3 gal /sq. ROOF COVERING MATERIALS (TEVi) 135 12. 13. ROOTING SYSTEMS (TGFU).— Continued Deck: C -15/32 Incline: 112 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Pty 6 ", hot mopped in place. Mernbrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. Deck: NC Incline: 1/2 Insulation (Optional): Isacy.rnurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet", hot mopped in place. Pty Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or "Ply 6" but mopped in place. Membrane: "Ruberoid Torch FR' (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq nr GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate" urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Map 170 FR" (granule). • Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type 6 -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type 6-1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or " Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" • (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop ER" or "Ruberoid Map 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood . fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type 6 -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Map" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more Layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or 62, hot mopped or adhered with Karnak Chernir at Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhasive at 1 -1/1 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Street: "GAFGLAS #75" (Type 62), mechanically attached. LOOK FOR MARK ON PRODUCT 7 M1AMFDADE MIN BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 176 Avenue Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLBR BUILDING 140 WEST FLAGLER STRUT, 61JITE 1603 MIAM1, FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued unc.er 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 (All»). This NOA shall not be vatic. after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade Ccunty) 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 m.ulufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend tile use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if i t is determined by Miami -Dade County Product Control Division that this product or material fails to meet the regt ireinents 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: Altusa "S" Clay Roof The 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 manuft.cture 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 d .splayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy oft its entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins aecdon at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Prank Zuloaga, RRC LA 'd trLCZ' °N NOA No.: 024113.03 Expiration Dates 12/16/07 Approval Date: 12/12/02 Page 1 of 7 Wd6Z•,l ZOO?, '6L•0;(1 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Almar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requin:ments, as determined by applicable Building Code does not exceed the design pressure values obi ained by calculations in compliance with RAS 127 using the values listed in section 4 herein. T ie attachment calculations shall be done as a moment based system. 2, PRODUCT DESCRIPTION Manufactured by pnolicant Dimness Altusa One Piece `S' L =18 Vs" Tile W = 10,5" F" thick nominal 3.25" high Trim Pieces Length: varies Width: varies v trying thickness Clip L = 6" D ® 0.125" Clip L&b=2" W = 1%1" 0.05" thick Test SuecifIicatfont Product Description TAS 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. TAS 112 PA 114 PA 114 2.1 SUBMITTED EVIDENCE: Test Aste4cy Test Identlfkr_ 94 -083 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Ile. Redland Technologies Lr'Z 'd VLJZ'oN 94 -084 25-7200-1 Project No. 307025 Test #MDC -78 MTS 520649 CLF- 003.02 -01 7161 -03; Appendix III Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L. Shaped tile clip Test Name/Reaort Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Tasting PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA102 DIA April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 Dec, 1991 NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page2of7 NdOC :ZL Test Aeencv Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Idejdfler 7161 -03 Appendix li Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Teat Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date Dec. 1991 Aug, 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1995 December 1996 3. LIMITATIONS 3.1 Fire classifieution is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance Kith RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building :.."ode Compliance Office for review. 3.4 Minimum ur.derlayrnent shall be in compliance with the applicable Roofing Applications Standards Used section 4.1 herein. 3.5 30/90 hot me pped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7;12 and greater. 4. INSTALLATION 4,1 Almar 'Attu la One Piece 5' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Att achment Calculations T2 We 1: Average Weight (W) and Dimensions (I x w Tile Profile — Weight -W (Ibf) Length -I (ft) Width -w (ft) One Piece 'S' Tile 8,9 1.52 0.875 L/ 'd ILfi;,'oN NOA No 02- 1115.03 Expiration Date: 12 /16/01 Approval Date: 12/12/02 Page 3 of 7 Wd0£ :ll ZOOZ TabIt) 3; Table 2: Aerodynamic Multipliers - X (ft3) due to Gravity 5 ": 12" Tile 7"; 12" or greater X (ft1) 3 ": 12" or loss . (ft,). Profile C irect Deck Batton Application Direct Deck Application One Piece 'S' Tile Direct Deck 0.253 Direct Deck 0.274 TabIt) 3; Restoring Moments 4 ": 12" due to Gravity 5 ": 12" - Mg (ft-ibf 6": 12" 7"; 12" or greater Tile Profile 3 ": 12" or loss One Piece 'S' Tile Battens C irect Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 6.18 4.20 5.03 4,08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile FastEtner Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19/32" plywood) Battens One Piece 'S' Tile 2.10d Ring Shenk Nails 28.8 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 5.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .413 Screw 28.7 28.7 N/A 2 , #B Screws $8,2 58.2 26.8 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 29.3 23.1 29.3 19.0 24.0 1 -10d Smooth or Screw Shank Neil Eave Cll. 2 -10d Smooth or Screw Shank Nails/Field Clip 27.6 38.1 27.6 38.1 38.8 41.8 2 -10d Smooth or Screw Shank N ails (Eave Clip) 1 Screw with Althea Clip Mee clp details) One Piece "S" Tile' 1 Screw with clip (et the head of tile 187.1 187,1 N/A One Place "S" Tile' 1 Screw with clip (at the water :lour= of tile) 35.2 35.2 N/A 1. screw must be Ina -11ad in the inside nail ho e located nearest to the hump cools tile. Table 3:.4ttachment Resistance Expressed as a Moment for Two Patty Adhesive Sat Systems Mt (ft -Ibf) Minimum Attachment Rosh_ stance 29•3 Tile Profile Tile Application One Piece 'S' Tile Adhesive 2 See manufactures component approval for Insterlation requirements. 3 Flexible Products Company TIIeBond Average weight per patty 10.7 grams. Poryfoam Product, Inc. Average weight per patty 8 grams. L./ 'd tLEZ' °N NOA No.: 02-1115.03 Expired= Date; 1211.6107 Approval Date: 12/12/02 Page 4 of 7 WdOS :ZI 1001 '61'084 Table 5A: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems - M1 (ft -Ibf) Minimum Attachment Resistance Tile Profile Tile Application One Piece 'S' Tile Polyfoam PolyProTM 08.54 Potyfoam PolyProTM 39.7° 4 La • o • add • lacement of 83 • rams of Poi Pre m. 5 Medium .add •IacemEnt of 24ormms of PolyProTM . Table 513: Attachment Resistance Expressed as a Moment - Mr(ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance One Place 'S' Tile Mortar Set' 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statoment: "Miami -Dade County Product Control Approved ". 6. BUILDING PEf:MIT REQUIREMENTS 6.1 Applicat on for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE 'S' CLAY ROOF TILE L/9 'd 1<LFZ'°N NOA No.: 02- 1115.03 Expiration Date: 12116/07 Approval Date: 12/12/02 Page 5 of 7 Wdl£ Zl Z003 '61'3a4 "SPANISH 3" TILE SY ALTUS (TYP.) CLIP DETAILS 2.112" OVERLAP (COVERS PIN 14O45) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE ECK CLIP WITH ONE (1) SC REW ATTACHED TO DECK L/9 'd trL£7' ON CLIP NQA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 oil NdIC 1 3IOZ '61'3 °a SCREW (HOLDS CUP ONTO DECK) "SPANISH r TILE SY ALTUI IA -- gY P.) CLIP DETAILS (CON'T) 2112 OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLU NEAREST TO THE HUMP OF THE TILE CLIP PLiCEMIFNT DETAIL DECK �1 1!4" 1 314" 314' GALVANIZED METAL CLIP L%L 'd t1L£3'ONl DECK 2112" SCREW END OF THIS ACCEPTANCE r+ NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 7 of 7 ?.OZ '6l' °a0 MINIM 611A0,11-DA GplPITY U L" - METRO-DA DE FLAGLER DLDD j , 0tuLDIMC cob C COMP41�►11rF`E offs tip �,L o-OnDE FLAGLEK 01/0.13 GL ER SMELT. SUITE it MIAMI. r 1 r:KIUA 7313041 (7113) 773 -29ot FAX 005) 375-21 CONTR CrORLrceNstwcsEcnr • . vast 775•2j2) FAX (3111)37J-21 rnwr tiAt rOk 1:tiFryltCt 1►tkK oos) 31S -rte • r) 375 so your application for Notice of . t' "SGay1»s.l� Acceptance (NOA) of: s'RODUCI•GOrk.ilorst Two Ccmpottcrlt Polyurcthenc Foam 00) 37$4..40.1 �toi r n: cr Chapter 8 o f the Cock of-Miami-Dade County � r "� ms's) �r_.�,st Coder c Chapter and lthe Code described herein, has been r governing se of t ot:str ction Building a Code Icre1 liana Alternate by the and i Compliance Otlicc. (DCCO d for acceptance d her by Types of This :�'OA shall no: be valid after :h }under the conditions specified ►la M1ami -Dads Pcciiied herein. This �l or shall n l of an a expiration date stated below: BCCO reserves the right to secure Y time from ajobsitc or manufacturers plant for tjb,t2 ilct or material fails to perform in the approved manner, 8CC0 may 1.0 t11tS �� of such product or material immediately. m quality control tossup. MA's 4cterrined by BCCO that this Y revoke modify, or suspend t,'ta .3- : i , product or material I Oils to meet sh4• requirements u .+u r :r.I Code. F 8 revoke this, Approval. if it �a 4 r rcments of the South Florida •1••1c ..:`cponse of such tstinb will he incurred by the manufacturer. itCCt:PTANCF I O.: 01-052t .o2 EXPIRES: QLt o Prtc� � C-ir N rvo-rrcr o� a 1'Irlufuam Products, Inc. PTA Y r 2400 Spring•Stucbner Road Spring ,TX 77383 -1132 raLS Tact; C• OVF12StaF.FT SF DI •NALp SFOR2SfF t3r;ra CO ern(` N_Qat .ys Ci�F � CT REV Rout Rodriguez Chief product Control D ;vision IF N) NEUAj, 1'!•a arolica!ion for Product Approval ha s :'t -dc and Product Review Co: mittcc to be A1'1'12OVED: nut! 2Unt 1104500010c200051tunp ti,i of cc 3t0kya,c. co.ar Nr.,404 1l1tcrnet ntai! Mddrets: postmaster -@_putldlnEcoJeontine.corn atomcpatrr hlsp;yrit,M.brtt14,11nicedtpuntlec.ccrtt been reviewed by the BCCO and approved used in Miami-Dade County, under (h)' the Building Y, orida under the conditions set Prone co J. Quintana. R.A. Dr ,dc County g Code Compliance Offk:: • .r - -•�� rAz 134 378 1047 PrifYrop m .PaibLetsjim, ROOFING ASSEMOLY APPROVAL CnIeroryi Rooting Su1t- Catcrnry: Rc,.,r riJc Adhesive 14 :,terirlIc: Polyurethane POLITO/►tlt 7110Dt;'CTS.INC. • ACCEPTANCE No.: DI- �t • ---- Q? Approval Dale :.lu ls!drin►tian Date: 4/41.B....1_) 004 scopr•, This approves I'ulypruO A11160 as manufactured by Poly foam Products, as described in Section 2 ofthis Notice of Acceptance. l:or the lat.3tions where Inc. e e. pressure requirements. as determined h c:c the design design pressure values obtained by calculations n compliance code. th Roorin exceed the Standard RAS 127. for use with approved fiat, low, and high ► find Application roof raft Polyproe All 160. Where the ur,achment calculations arc done pas a moment based s system using for sinE:c pauy placement, and as an uplift based system tor double system Potty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant njntwth.191, Polypro6f? AH 160 N/A t'oantproe RTF1000 +N /^ Proracl,10 30 S::C0 N/A Test S e ezicatlons PA 101 Product D;• iptinq Two component polyurethane Dispensing Cc uipntent t)isper,siitg equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof 'rile Assembly !,av c, a current NOA t%,'',ich list uplift rtsista :,e: va►Ues with the use of Pof }nw At 1160 roof file 3dl:rsir., 2.2 Typical i'ltysic:il Properties: Pertncrty ca Density ASTM 0 1622 COI npres) ire ASTLI01621 Strc'i tlt Tensi:c S:re :tgth ASTM 0 1623 Water ALsarption ASTM D 2 127 MO:stt.rc Vapor ASTst E 96 Transit isstctt Dinettsit-dia: ASTM 1) 2'26 Stability liesnIts 1.6 Ibslft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rse 28 P51 Para')cl to rise n.08 LS3JPl' 1.1 Perm / Inch .n.07 %O Volume Chan$$ ( -,ICs c %viceks '• )aiiL Vttit,me Chan •s n ll ; :u.idity, 3 week,: Frank Zutoags, ItRC Product Control Evniincr • h.LtdCI" NI n-ddt.S M 't _nr _ 111+7 - -•. ..••••� +nw 1•34 Z7a l03 Polrftiam r- oritr� nc. POLVFOAti PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.01 Note: • 'Tile physicist properties listed above arc presented as ! ncccpted AST test methods and are subject to normal nut�nufactur6g variation. rmitted by J. LIMITATIONS 3. I Fire classification is ncr par! ofths acceptance. Refer to th_ Prepared too" l lc Asscnbly for rim rating. 3.2 3.3 1'olypro4) AI -1160 shall solely be used with flat, how, & high laic rofttcst. Minir underlayments shall be in compliance with the Roofing Ppp A lication Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the uscof Polypro® AI1160 roof 3.5 tite adhesive with their tile assemblies shall test in accordance with PA 101. Roof Tile mL1nt,factures.acquiring acceptance for two paddy placeritent with the use of PolyprotID AfJi (6C roof the adhesive with their tilt, assemblies shall test in accordance with pA 107 and with section 10.4 as modified herein. 0-1 - w MS 4. ItiSTALLAT1pN 4.1 Polypro® AH, 60 maybe used with any roof tile assembly havine a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall bc applied in compliance with the Compcncnt Application section and the cor- espondinc,• Placement Details noted herein. The roof tile asscrobty's adhesive attachment with the use of Polypro® A1-1160 shaa provide scfl:;.:cn: aaacl :m,n: resistance, expressed as an u Iif; based system, st =^: to meet cr exceed the uplift resistance determined in con irar c with Miami-Dade County Rocfing A^ • icataon Standards RAS 1_7. The adhesive attach,nent data is noted in t :,e roof tile assembly NOA 4.3 ?eIypro® Al-1160 rcoi tilt adhesive and its components shat! Sc installed in accordance with Rccimg Application Standard ZAS 120, and Polyfeam Prcdtcts. Inc. Polyprc€ AH:60 Opera :ins Instruction and Maintenance Decide :. 4.4 fnstallatiors must be by a Factory Trained' ua :ified Applicator' Q approved and ;icensed by Pc;yfoarn Products. Inc. Potytoam Prcducts !nc shalt supply a list of approved app :icators to the a:rthcrity having jurisdiction. 4.5 Calibration of the Foarnpro® dispersing e u; went is require: bcr c ,e application of any adl:cstve. ;; :c mix ratio '.;etween the 'A" component and :he 73° component shad bc maintained between 1 0_..15 (A) 1 0 (A). The dispense ::riser shall be set to deliver 0.0' 75 :o 0 15 pct..tds per tile as dctcrnincd at calib:z, ion No other settings be approved. 4.6 ,Polypro® ,11-I i 60 shall bc ,applied with Poa:npro It'i'r-1 000 or ProPacktB )0 & 100 dispensing cquipit•cn: o,niy 4.7 PolyprodD A. r 160 slta;l trot bc exposed permanently to sum 3 Fran& Zulmga, RAC Pro t ic: Control Examiner' • !-1M : n rn anti • 001 41, 1 Polvfonni Products Intl ru4.Yrunn PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE P,iTTy 111444, e.ry►.wutn y wilco 13 to D 1464n11.04 imora set Ihs pee Ma A'.m sows welds /too 90404 st2 1 • .1 it. how e.Wi, Mit d two' ph. Thal 11.44 its ik. Frans Zuic RAC Praluct :'_ =.1-z1 Examini r. c [1001 Poly ro:ini Pro du4 1 . - - -• ••# R rRODUCTS, INC. ACCEPTANCE No. : 0I- 057J.02 • A DMESIYE PLACEMENT DETAIL 2 SINGLE PATTY 6 'ON Xd.4 Frank 2.., RltC Product Carpel Er inincr • / • - V 0 - ow; r • 1 -•viva a J, ANC. PQir634(ai Product Tnc. ACCEPTANCE No. : Ot-052 OZ A VMMES! ye, PLACEMENT DETAIL 3 DODULE PATTY NOV avow plastic ctmcnl lout lborws.n dial (under all.) Sln je N lily undo/ Pk S1n�M l3dtl7 b,ttov►M ti Ikt7l, m,1 ob. poild7law toys. only sunk paldr 'tn• under Vie I ilia. S rot. p,ddr on undo . tayn.nl Single Daddy co• top of sae Frac No Eon :hso, till. e/e. �i� S,r�.�h between :9e + ` te�* Slnal. or `` ` N � on udna7mn411N r 3 k 71n. n.�n ....„.4.41.--- foe Cam. Nsb, 4141Sk. � Silo }Wet uw Fnets «ta only .0NX 7 1'rrllw Zuioas C Product Control Eumincr. • NOS 13:10 FAZ 254 376 1 o Folt'roans Pr CS t Renewal of this Acceptance (approval) shall be considered alter a re ncwr. and the original submitted documents, including rest - supporting data, erte application 1>.v been f,;� oldie: than eight (N) ears. docu.acnt • Yn� S.:trr no Z Any and all approved pri,ducts shall be permanently labeled with the state, and the following statement* "MiVni -Dade County ('rode:: spcciC.t:111y stated in the specific co:tdtions of this Acceptance. 3• Itecewals of Acceptance w :11 not be considered if. There has been a change in the South Florida Building Code a::'� __ product and the product is not in compliance with the code cha,tg;. ��' =hr evaluation of .L�� t The product is no :onset the same product (identical) as the one a� c d: th Acceptance holder has not complied �=1? pPProccd. trriuding the correct installation of the product,tivith all the tree .;= of this acrcpta. ::e, d. The eng,nccr who crignn$py prchart.'d, signed and scaled the .. s .i mi :rcd, is no longer practicing the engineering profession. �`um :n;aticn initi: '!y d• Aay revision or change is the materials', use, and/or manufacture or t aatorna :.c3lly be cause for termination of this Acceptance. unless pr: Or ,n7--con duet or process s.^ :Jl receestcd (ttirougrh the :. :ing of a tCviston application with apprep:-„c ; .) a d grant has bts t a:tFnc:. =3 and granted by th:5 5 An ort}ar following shall a :so be grounds for a• (,'rrs:.t`1:aCt0 r removal of this Accrpta,_ - ry performance of this product cr process. misuse of tills Acceptance as an endorsement of an roduc:. i� other purposes. \1 y p :e advertising or is Neacc eeptanct: number preceded by -v Jac rx^iruo late words Mia,tu -Daa_ r n date may be displayed in advertising . Florida. and fcilo�.e;: Accedlanee a Cis a rd, t!::•t it n1 stin literature. c - -a,ion of the Notice cf p') wall 5t: done .n its entirely . POLtTOA$ rRoDUCTS,INC. ACCEPTANCE No. : 01 -0 1.02 `---41afactitreri name, city. - :.:cso1 Approval ", or as 7. A copy or this Ac. ^rp :arcc as well as be :yam :ouo to y approved drawings and other deea: c the rice 'ay the manufacturer or its distributers and sha. � "'h rc it applies, s.�. . the job sac i all time l c eng.nccr need net reseal :tic copes. 'iwl� for inspection �• Failure :o comply u•,t:t any section. cr this Acceptance shnll be c�usc :` Acc= p :antce -rmnlliCn and rcntoc:.; of 9. T•ts Ncticc ofAcccptacc.: consists orpngcs 1 through S. END OF TIIIS ACCEPTANCE 8 CN X&. : .:..do3g1. RILL . rm.= Control Examiner ; _ - V It • ESN G I N E E R S 'and Consultants, Inc LICENSED ENGINEERS AND SPECIAL INSPECTORS FBPE CA. # 8226 January 12th, 2004 Building Official City of Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, FL 33138 Re: 9329 N.E. 9th Ave. Miami Shores, FL 33138 Gentlemen: Raul A. Schwerdt, P.E. performed an inspection at the premises on 1/12/04, in accordance with the requirements of Florida Building Code Chapter 34. PURPOSE AND PROCEDURE: The primary purpose was to perform a Non - Destructive inspection of the existing house. The following Non - Destructive equipment was utilized during the inspection: HILTI PS20, Ultrasound Equipment. FINDINGS: STRUCTURE: Impact Resistance Devices: No impact Resistance device Code approved. Comers of Building: No tie -downs were found. Building isn't able to sustain Building Code Uplift and Lateral Loads. Roof anchorage: No visible. The roof isn't able to sustain Building Code Uplift Loads. MIAMI DESIGN DISTRICT: 4141 NORTH MIAMI AVE. SUITE 211, MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 www.RAScompany.com 031007 Existing Conditions Report ELECTRICAL: ENGINEERS and Consultants, Inc LICENSED ENGINEERS AND SPECIAL INSPECTORS FBPE C.A. # 8226 Ground Fault Current Interrupter: No GFCI observed Smoke detectors: Not observed. REMEDIAL ACTIONS: STRUCTURE: 1. Add tie -downs 2. Reinforce Masonry wall 3. Add roof uplift straps 4. Underpin foundation system ELECTRICAL SYSTEM: 1. Add Ground Fault Current Interrupter in bathrooms and kitchen. 2. Upgrade electrical service system for the new occupancy. 3. Add hard -wired battery backed up smoke detectors inside and outside of sleeping rooms. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condiltion of the existing building, based upon careful evaluation of observed o riitions, t the lextent possible. Iileape call m if There is any question. truly yi Raul Schwerd4 PE. Fl rida Registr Lion, P.E. # 50093 S ecial Inspector, S.I. # 2041 RS/bs MIAMI DESIGN DISTRICT: 4141 NORTH MIAMI AVE. SUITE 211, MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 www.RAScompany.com 031007 Existing Conditions Report erry OF ;'l SHORES V GE BUILDING DEPARTMENT 1 + E . + Northeast 2" Ave Miami Shores Village, Florida 33138 SPECIAL INSPECTOR DATE: ATrENTiON: Building Official Phone: (305) 795 -2207 Fax: (305) 756 -8972 I, the undersigned, a Professional Engineer, registered in the State of Florida, have retain by the owners: of the property located at 9329 NE 9th Ave. Miami Shores to perform all the duties of a Special Inspector, as defined in Section 305.3 of the South Florida Building Code. This o ` will be responsible to the Building ; ciai of the Miami Shores Village for the ins , Y = n of the structural elements of the building, Including all excavations, pH , foundation, all reinforced concrete and structural steel, and will file written weekly reports for the same as to the progress, compliance or non- compliance with the plans and the South Florida Building .. "e. In the event of non-compliance the Building !al shall be notified immediately so that appropriate action can be taken. The pile logs and all concrete test reports will be submitted to the Building Official within one week after their completion. All mandatory I _ ns, as required by the South Florida Building Code, MUST be by the Miami Shores Village when the special hespector is hired by the owner. The City building ins + = - must be called for on ALL MANDATORY ins ns. Inspections performed by the special inspector hired by .th , owner are IN ADDITION to the mandatory inspections performed by the City. Upon i :. 5:9 : of the shucture, I Will submit tot the Miami Shoes Village 2. Ek Er; with the South Florida Building Code and approved ENGIN .. ' . ARCHITECT SIGNATURE & SEAL ENGINEER/ARCHITECT (PRINTED): 1/ LJ L A SCOW LICENSE NUMBER: 44. 5to CONTACT PHONE NUMBER ( ) 5-1Z -- 9 9 3 BUILDING PE ` 1T NUMBER AGENT SIGNATURE: OWNER/AGENT (P ' D): BUILDING .DEPARTMENT, ACCEPTED BY: DATE: MIAMI SNORES VILLAGE BUILDING DEPARTMENT Must be Engineer /Architect Original Signature and Raised Seal I I Sc i : of work and /or type of ins .► - on to be done: 1 ) O -■Z C; 'J 013 foa -11 G,, , w 1l, 7th - iS- -r wCJs — p kJ L .s -112.VC js UPLt 1-1b,&0 / f f &j ,2 U BUG S Ps ARCHITECT/ENGINEER SEAL AA)..5 ai k) SI c t(J ENGINEERS and Consultants, Inc ,. 4141 N. ML MI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 FAX (305) 675 -2935 4,' STRUCTURAL CALCULATIONS BLUMSTEIN'S RESIDENCE 9329 N.E. 9th Ave. MIAMI SHORES, FL 33138 Prepared for: Aimee and Scott Blumstein Prepared by: Raul A. Schwerdt, P.E. 50093 April 10, 2004 PROCESSING / PERMIT #:BP 20 4 -3 0 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 1 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2(335 TABLE OF CONTENTS: SCOPE OF THE CALCULATIONS 4 REFERENCES 4 REFERRED DRAWING SHEETS 4 DOCUMENTS OF REFERENCE: 4 GEOTECHNICAL REPORT: 4 CONCRE 1 E TESTING: 4 WIND LOAD TUNNEL STUDY: 4 CATALOGS: 4 SHOP DRAWINGS: 4 STANDARDS OF REFERENCE: 4 BUILDING DESCRIPTIONS CODE COMPLIANCES CONSTRUCTION TYPE 5 BUILDING OCCUPANCY 5 LOADS: 6 DEAD LOAD: 6 UVE LOAD: 6 ROOF UVE LOAD: 6 RAIN LOAD: 6 WIND LOAD 6 LOAD COMBINATIONS 6 DEFLECTION 7 DRIFT 7 STRUCTURE OVERALL DIMENSIONS 7 FRAMING DIMENSIONS 7 STRUCTURE STRESS ANALYSIS 7 MEMBERS STRESS ANALYSIS 7 MEMBERS DESIGN 8 DIV.3 REINFORCED CONCRETE MEMBERS8 STANDARD OF REFERENCE: 8 MATERIALS 8 03310 FOUNDATION 8 03310-32 GRADE BEAMS 8 03310-33 SLAB ON GRADE 11 03310 CONCRE i E FRAMING 11 03310-34 CONCRETE COLUMNS 11 03310-35 CONCRE1 i BEAMS 11 03310-36 CONNECTION BEAM-COLUMN 12 03310-37 FLOOR SLAB 12 03310-53 CIP SLAB TWO WAY REINFORCING 1-SPAN 12 03310-40 SHEAR WALLS 12 03310-38 JAMBS 12 03310-39 LINTELS 12 03310-57 FOUNDATION12 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 2 of 25 ENGINEERS and Consultants, Inc 4141 N. MINA AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675 -2935 03310-58 RETAINING WALLDIV.4 MASONRYI2 D/V.4 MASONRYI3 04230 REINFORCED CONCRE I E MASONRY 13 STANDARD OF REFERENCE: 13 MA t EHIALS 13 04230 -10 REINFORCED MASONRY WALLS 13 01V5 METALS 13 STANDARD OF REFERENCE: 13 MATERIALS 13 05120 -22 steel beam (sb-1) 13 05400 COLD FORMED METAL FRAMING 16 05410 -04 LOAD BEARING METAL STUDS 16 05410 -05 COLD FORMED METAL STUDS CONNECTION 16 DIV. 6 WOOD MEMBERS 17 STANDARD OF REFERENCE: 17 MATERIALS 17 06110 WOOD FRAMING 18 CONNECTION JOIST -TIE BEAM 18 RAFTERS /JOISTS 18 CONNECTION RAFTERS-11E BEAM 18 ROOF DIAPHRAGM 18 CONNECTION ROOF DIAPHRAGM - LEDGER 18 LINTELS 18 JAMBS 18 FENCE 18 CONNECTION FENCE -GRADE BEAM 18 06115 SHEATHING 18 06115 -01 WALL PANELING 18 06120 WOOD PANELS 18 06190 WOOD TRUSSES 18 06190 -08 LOADS ON TRUSS END CONNECTION 18 06190 -09 LOADS ON GIRDER - HEADER TRUSS CONNECTION 18 06190 -10 LOADS ON JACKS-11E BEAM CONNECTION 19 06190 -11 LOADS ON JACKS - HEADER TRUSS CONNECTION 19 DIV.8 DOORS AND WINDOWS 19 08100- DOORS 19 08500- WINDOWS 19 EXHIBIT A: FRAMING PLAN 20 EXHIBIT B: LOAD CALCULATIONS 21 DEAD LOAD: 21 UVE LOAD: 21 ROOF UVE LOAD: 21 RAIN LOAD ( applied on flat roof): 21 WIND LOAD 21 EXHIBIT 0: STRESS ANALYSIS 22 EXHIBIT D: MEMBERS DETAILING 23 EXHIBIT E: FIGURES 24 EXHIBIT F: INDEX25 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 3 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: OM) 572-9939 FAX: (3a5) 675-2935 SCOPE OF THE CALCULATIONS Two-story single family house addition. The foundation will be grade beams, and slab on grade. The framing will include CMU reinforced masonry, tie columns, and tie beams. The roof framing is wood wood trusses. REFERENCES REFERRED DRA\MNG SHEE I S Sheets S-101, S-102, S-103, S-301, S-302, S-501, and S-502. DOCUMENTS OF REFERENCE: GEOTECHNICAL REPORT: By: Nutting Engineers dated on December 4, 2003 CONCRETE TESTING: N/A WIND LOAD TUNNEL STUDY: N/A CATALOGS: N/A SHOP DRAVVINGS: N/A STANDARDS OF REFERENCE: FLORIDA BUILDING CODE 2001 ASCE 7-98 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 4 of 25 ENGINEERS anc Consultants, Inc 4141 N. WILMA] AVE. SUITE 211. MJftM, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 BUILDING DESCRIPTION Two-stories Reinforced Concrete Framing, Concrete Masonry infill, Concrete Grade Beams, and slab on grade, wood trusses. CODE COMPLIANCE CONSTRUCTION TYPE FLORIDA BUILDING CODE 2001 Table 600 Type IV Unprotected, Unsprinklered BUILDING OCCUPANCY RESIDENTIAL R-3 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 5 of 25 LOADS: ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. ML6Mt, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 DEAD LOAD: ASCE 7-98 Table C3-1 SEE EXHIBIT B FOR DETAILED CALCULATIONS LIVE LOAD: FLORIDA BUILDING CODE 2001 Table 1614, and Table 4-1 of ASCE 7-98 SEE EXHIBIT B FOR DETAILED CALCULATIONS ROOF LIVE LOAD: FLORIDA BUILDING CODE 2001 Section 1615.1 SEE EXHIBIT B FOR DETAILED CALCULATIONS RAIN LOAD: ASCE 7-98 section 8.3 SEE EXHIBIT B FOR DETAILED CALCULATIONS WIND LOAD ASCE 7-98 SECTION 6.4 METHOD 1 SEE EXHIBIT B FOR DETAILED CALCULATIONS LOAD COMBINATIONS U: Factored Load D: Dead Load L: Live Load Lr : Roof Live R : Rah Load W: Wind Load Fa: Rood Load H: Earth, Ground Water Pressure Load ASCE 7-98 SECTION 2.3.2 LRFD U1 =1.2 D+ 1.6Lr+ 0.8 WNs U2= 1.20+ 1.6 L. + 0.8 Wew Us= 1.2 D+ 1.6 Lr+ 0;5L U4 = 1.2D +/- 1.6 W+ L + 0.5 Lr U5=1.2 D+/-1.6WEw+ 0.5 L+0.5Lr U6= 0.9D+ 1.6W+ 1.6H ASCE 7-98 SECTION 2.3.3 ASD U2 =D+L+F+H+T+1_,1 U3=D+W+L+Lr; U4=0.6D+W+11; 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 6 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 Aa 318-99 SECTION 9.2 U6 = 1.40 + 1.7 L U7 = 0.75 (1.40+1.7L+1.7WNs) U8 = 0.75 (1.40+1.7L+1.7WEw) RISC LRFD 3rd Ed. Part 2 U9 = 1.4 D 1110 = 1.2 ID + 1.6 L + 0.5 Lr. Utt= 1.2D+ 1.6Lr+ 0.8WNs U12 = 1.2 D + 1.6 Lr. + 0.8 WEw U13= 0.9D +/- 1.6 WN8 U14 = 0.9 D +/- 1.6 WEw AISI ASD 1996 Edition Section A.5.1.2 U.15= D U-16 = D+L U17 = D+W = D+L+Lr+E DEFLECTION FLOOR MEMBERS MAXIMUM DEFLECTION: LL = L/360, DL+LL = L/240 NON-PLASTER CEILING MAXIMUM DEFLECTION: LL = L/240, DL+LL = 080 ROOF MEMBERS MAXIMUM DEFLECTION: LL = L/360, DL+LL = L/240 WALL MEMBERS MAXIMUM DEFLECTION : LL= L/180 DRIFT MAXIMUM DRIFT = H/300 STRUCTURE OVERALL DIMENSIONS LENGTH =43 ft WIDTH =26 ft HEIGHT =24 ft FRAMING DIMENSIONS SEE EXHIBIT A FOR FRAMING PLAN STRUCTURE STRESS ANALYSIS SEE EXHIBIT C FOR STRUCTURE STRESS ANALYSIS MEMBERS STRESS ANALYSIS SEE EXHIBIT D FOR MEMBERS STRESS ANALYSIS 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 7 of 25 ENGINEERS and Consultants, Inc 4141 N. MCI AVE. SUITE 211. MVMIAMM, FL 33127 PH: (305) 572 FAX (305) 675 -2935 MEMBERS DESIGN DN.3 REINFORCED CONCRETE MEMBERS STANDARD OF REFERENCE: ACI 318 -99 ACI 546R -96 ICRI Guidelines MATERIALS CONCRE 1 E: f', = 3,000 psi REINFORCING fy = 60,000 psi 03310 FOUNDATION 03310 -32 GRADE BEAMS 03310 -32 CONCRETE GRADE BEAMS Source: FBC Sections 1819.2.1, 1819.6, 1820, 1821, and 1620.2 ACI 318 -99 ACI 340R-97 CRS! 2002 PCA Portland Cement Association GRADE BEAM: GB-1 DIMENSIONS: Grade Beam width; BGB =16in; Effective Grade Beam Bearing Width: B =B +8t= 16 +8x6 =64in; Grade Beam Length; Laa =13.70 ft; Grade Beam Depth; D =16 in; Overall Slab 1st Floor Width; = 24 ft 1st Floor Slab thickness; t81 = 6 in; Overall Slab 2'"d Floor Width; Bs2 =24ft; 2`d Floor Slab thickness; = 8 in; 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 8 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. WHAM!, FL 33127 PH: (305) 5722 FAX: (305) 875 -2935 1st Floor Concrete Tie Beam Tie Beam Width; B , =8in; Tie -Beam Depth; D,B, =16 in; 2nd Floor Concrete Tie Beam Tie Beam width; BT92 = 8in; Tie -Beam Depth; D,E2 =16 in; 1 Floor Wall Height ; WH, =11ft; LOADS: DEAD LOAD (Kip/Ft): Slabs Weight 1 Floor Slab Weight: W81 = 1Ax BsI xtsi xwc = 1Ax24x0.5 x0.15 = 0.9 Kiptft; 2 et Floor Slab Weight Ws2= 1xBs2xtxwc= 1/zx24x0.5x0.15 =1.18Kipfft; 1E1 Floor Tie -Beam Weight errai xD,B,xw0= 0.66 x 1.33 x 0.15 = 0.13 Kipflt; 21d Floor Tie -Beam Weight: W, a= B, E2xDxww= 0.66x1.33x0.15= 0.13Kip/Ft; Grade Beams Weight: Wes =BGX Doxw0= 1.33x1.33x0.15= 0.26Kip'ft; First Floor Wall Weight West = WH,xww =11 x0.1 =1.1 Kip/Et; Total Dead Load: D =W3, +W +W., WTB2 =0.9 +1.18 +0.13 +0.13 +0.26 +1.1 =3.7 Kiplft; LIVE LOAD: From Exhibit "B" First and Second Floor: = 40 psf; 031 007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 9 of 25 Roof: q2= 30 psf; ENGINEERS af id Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MAK FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 First Floor Live Load: Li= lh x Bat x = x 24 x 0.04 0.48 KO Second Floor Live Load: L2=1/2XBs2XC12=1/2X 24 x 0.04 = 0.48 kip/ft; Total Live Load: L = Lt+ L2 = 0.9 kip/ft; WIND LOAD: From Exhibit "B" qzv = - 54.4 psf; qzv = - 34.4 psf; Total Vertical Wind Load (Uplift): Wv= V2 x Rw x qz =1/2x 24 x (-0.054) = - 0.65 KIp/ft; Horizontal Wind Load on Walls: = 33.7 psf; LOAD COMBINATIONS: Gravity Loads: UG = D + L = 4.35 + 0.9 = 5.25 WPM; Uplift Loads: Uu W = - 1.06 lip/ft GRADE BEAM REINFORCED CONCFIE Source: FBC 1820 Reinforcing Depth: DATA: daa = 16 - 3.5 = 12.51n; Bra = 64 in MD= 1 /8 D 0-GBY MD=1/8X3.7X(13.7)2 MG =86 ft ML= 1/8 L (Lae ML.'" 1 x 0.96 x ( 13.7)2 ML = 22.5 iqp- ft Mu = 1.4M0 + 1.7ML Mu= 1.4x86 + 1.7x22.5 = Mu = 158.65ip-ft Ku = Mu / BGB x (C1GB )2 1<u = 158.65x12000/64x(12.5)2 Ku =190 Psi Ku / fc = 190 / 3 000 = 0.06 : W = 0.06 < WmAx = 0.321 OKI 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 10 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUFTE 211. MIAMI, FL 33127 PH: (305) 572 -9934 FAX (305)675-2035 p= wxF'c /Fy p = 0.06 x 3000 / 60000 p = 0.003 > p6AIN = 0.0033 OK! As=pxBeexcIGB As = 0.0035x 64 x 12.5 As = 2.81 in2 5 #7 at the Bottom Reinforcing Shear: At distance dGB from face of support. Wu =1.40 +1.7L Wu = 1.4 x 4.35 + 1.7 x 0.9 Wu = 7.62 Kip / ft Vu =Wuf,33 /2 -d ) Vu = 6.81 (13.7/2 -1.04) Vu = 39.56 Kip 4V0 = +x 2x4F'cxBGBxd613x1/1000 +V0 = 0.85x 2 x4 3000x 64x12.5x1/1000 +VG = 74.49 Kip Vu < (I)V0 T h e R e n f o r r i x g Steel I s acY y 03310 -33 SLAB ON GRADE CONNECTION GRADE BEAM -SLAB ON GRADE 03310 CONCRi I t FRAMING CONCRI_ = 4,000 psi REINFORCING fy = 60,000 psi 03310 -34 CONCRETE COLUMNS SEE EXHIBIT ID FOR CALCULATIONS AND DETAILING OF CONCRETE COL MNS 03310 -35 CONCRETE BEAMS SEE EXHIBIT D FOR CALCULATIONS AND DETAILING OF CONCRETE B 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 11 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 03310-36 CONNECTION BEAM-COLUMN 03310-37 FLOOR SLAB 03310-65 CIP SLAB ONE WAY REINFORCING 1-SPAN 03310-53 CIP SLAB TWO WAY REINFORCING 1-SPAN 03310-66 CIP CONCRETE STAIRS 1-FLY 03310-67 CIP CONCRETE CANTIUVERED STAIRS 1-FLY 03310-40 SHEAR WALLS 03310-38 JAMBS 03310-39 LINTELS 03310-57 FOUNDATION 03310-58 RETAINING WALL 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 12 of 25 DIV.4 MASONRY ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 04230 REINFORCED CONCRE i L MASONRY STANDARD OF REFERENCE: act 318 -99 ACI 530-99 MATERIALS MASONRY: fm = 2,500 psi Mortar Grout Type S 04230-10 REINFORCED MASONRY WALLS CONNECTION MASONRY -GRADE BEAM CONNECTION MASONRY -11E BEAM DIV.5 METALS STANDARD OF REFERENCE: AISI 1996 MATERIALS STEEL: fy = 50,000 psi 05120 -22 steel beam (sb-1) Data: LN= 13.75 ' Overall Roof : B = 16' LOADS: Dead Load Roof: DL =30psf Live Load Roof: LL =20psf Wind Load Roof (Uplift): WI = -52 psf The combinations are: U1 = 1.4DL +1.77LL U2 = 0.9 DL + 1.3 WL For U1 the factored Load is: Wu= 1.4xDLxB/2 + 1.7xLLxB /2 =1.4x0.03x16/2 +1.7x0.02x16/2 =0.61 Kips/ft For U2 the factored Load is: Wu= 0.9xDLx6/2 +1.3xWLxB/2 W0 =0. 9x0. 03x16 /2- 1.3x0.052x16/2=- 0.32Kips/ft 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 13 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305)675 -2935 Therefore; The combination U1 is majority. Okay Flexure: MU =WU(L /8 =0.61 x(13.95)/8= 14.421Sips't MN =MU /0 = 14.42/0.9= 16.02KIps't Shear, VU =WUxL/2 =0.61 x13.75/2= 4.2FCps VN =VU /0 = 4.2/0.9= 4.71Cps ASD - DESIGN MOMENTS (ABOUT X-X) AND SHEARS (Y Y) M,0, = 16.0 Jdp ft Vyy = 4.7 kips 1 SECTION SELECTION Try section - W 6x16 Minimum yield stress of section; Fy = 36 ksi UNBRACED LENGTH CHECK ;; Unbraced length; Lby = 13.7 ft ;; = min((76 x br / NI(Fy)), (20000 / (d to Af x Fy))) = 4.3 ft I SECTION CLASSIFICATION - FLANGE IN FLEXURE ;;Flange compact limit; Rfl ono = 65 / d(Fy) = 10.83 non - compact limit; Rfl non = 95 / AI(Fy) = 15.83 I SECTION CLASSIFICATION - FLEXURAL WEB COMPRESSION ;;;Web compact limit; R,b cmp = 640 / 4(Fy) = 106.67 non - compact limit; R,i, non = 760 / 4(0.60 x Fy) = 163.53 ALLOWABLE STRESS - FLEXURE ABOUT X X (Lr», 2 I-� End moment ratio - Cbx (ASD F1.3); C , = 1.0 Sil Allowable compressive flexural stress: ;Fb= 18.90ksi Allowable tensile flexural stress: Unbraced length greater than Lc Flange is COMPACT Web is COMPACT 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 14 of 25 Fbx tens = 0.60xFy ;Fe„ tens = 21.60 ksi ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 --2935 FLEXURAL STRESS CHECK - FLEXURE ABOUT X -X AXIS ;;Allowable stress; fbx = M,« / SX = 18.847 ksi Flexure check (x -x) - Pass SHEAR STRESS CHECK - SHEAR IN Y -Y AXIS DIRECTION MSS Allowable shear stress; F, = 0.40 xFy =14.40 ksi Shear area; Asy= isxd= 1.6in2 Applied shear in y -y axis direction (web): F„y= Vyy /Aey= 2.878ksi Shear stress - Pass DEFLECTION CHECK ;;Maximum deflection due to unfactored service loads 6 = max(abs(S,,,ax), abs(5 ;,,)) = 0.45 in ;Span of beam for deflection check ; Ls = 13.75 ft ;Limiting span deflection ratio; rdef = 360 Actual span / deflection ratio; Ls /8=367 Deflection OK ASD SECTION DESIGN RESULTS SUMMARY Item; Capacity; Actual; Condition; Moment (x) 18.90 ksi 18.85 ksi Pass Shear (y) 14.40 ksi 2.88 ksi Pass Deflection 360 367 Pass 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 15 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 05400 COLD FORMED METAL FRAMING 05410 -04 LOAD BEARING METAL STUDS 05410 -05 COLD FORMED METAL STUDS CONNECTION STEEL: fy = 60,000 psi 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 16 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 DIV. 6 WOOD MEMBERS STANDARD OF REFERENCE: AFPA NDS 1997 MATERIALS WOOD: fb = 1,200 psi 06100 ROUGH CARPENTRY Q 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 17 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 06110 WOOD FRAMING CONNECTION JOIST-TIE BEAM RAFTERS/JOISTS CONNECTION RAFTERS-11E BEAM ROOF DIAPHRAGM CONNECTION ROOF DIAPHRAGM -LEDGER UNTELS JAMBS FENCE CONNECTION FENCE-GRADE BEAM 06115 SHEATHING 06115-01 WALL PANELING 06120 WOOD PANELS 06190 WOOD TRUSSES 06190-08 LOADS ON TRUSS END CONNECTION 06190-09 LOADS ON GIRDER-HEADER TRUSS CONNECTION 031007-00 RAS Miami Calculations Sheet Raul A. Schwercit, P.E. 50093 Page: 18 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (3M 675-2935 06190-10 LOADS ON JACKS-TIE BEAM CONNECTION 06190-11 LOADS ON JACKS-HEADER TRUSS CONNECTION DIV.8 DOORS AND WINDOWS 08100- DOORS SEE EXHIBIT B FOR WIND PRESSURE ON EXTERIOR DOORS 08500- WINDOWS SEE EXHIBIT B FOR WIND PRESSURE ON WINDOWS 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 19 of 25 ENGINEERS and Consultantsinc 4141 N. WWI AVE. SUITE 211. WILAJVII, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 EXHIBIT A: FRAMING PLAN 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 20 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 EXHIBIT B: LOAD CALCULATIONS DEAD LOAD: SEE BELLOW LIVE LOAD: SEE BELLOW ROOF LIVE LOAD: Lr = 30 PSF (FLAT ROOF) Lr = 20 PSF (SLOPPED ROOF) RAIN LOAD ( applied on flat roof): ds= 4 in; dh = 1 in; R= 5.2 ( ds + dh) = 5.2 (4+1) =26psf WIND LOAD SEE BELLOW 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 21 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 EXHIBIT C: STRESS ANALYSIS 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 22 of 25 iT 4141 N. ML6. AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 ENGINEERS and Consultants, Inc EXHIBIT D: MEMBERS DETAILING 031007-00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 23 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 EXHIBIT E: FIGURES 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 24 of 25 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (30 5) 572 - 9939 FAX: (305) 675 -2935 EXHIBIT F: INDEX 031007 -00 RAS Miami Calculations Sheet Raul A. Schwerdt, P.E. 50093 Page: 25 of 25 ENGINEERS and Consu/tanfs, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 STRUCTURAL CALCULATIONS BLUMSTEIN'S RESIDENCE 9329 N.E. 9t" Ave. MIAMI SHORES, FL 33138 Prepared for: Aimee and Scott Blumstein CITY PreparedeO Raul A. Schwerdt, P.E. 50 December 19, 2003 PROCESSING / PERMIT #: 031007 -00 RAS Miami Calculations Sheet R MO Page: 1 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211.. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 TABLE OF CONTENTS: SCOPE OF THE CALCULATIONS 4 REFERENCES4 REFERRED DRAWING SHEETS 4 DOCUMENTS OF REFERENCE: 4 GEOTECHNICAL REPORT: 4 CONCRETE TESTING: 4 WIND LOAD TUNNEL STUDY: 4 CATALOGS: 4 • SHOP DRAWINGS: 4 STANDARDS OFREFERENCE :4 BUILDING DESCRIPTIONS CODE COMPLIANCES CONSTRUCTION TYPE 5 BUILDING OCCUPANCY 5 LOADS: 6 DEAD LOAD: 6 LIVE LOAD: 6 ROOF LIVE LOAD: 6 RAIN LOAD: 8 WIND LOAD 6 LOAD COMBINATIONS 6 DEFLECTION 7 DRIFT 7 STRUCTURE OVERALL DIMENSIONS 7 FRAMING DIMENSIONS7 STRUCTURE STRESS ANAL YSIS7 MEMBERS STRESS ANAL YSIS7 MEMBERS DESIGN 8 DIV..3 REINFORCED CONCRETE MEMBERS8 STANDARD OF REFERENCE: 8 MATERIALS 8 03310 FOUNDATION 8 03310 -32 GRADE BEAMS 8 03310-33 SLAB ON GRADE 11 03310 CONCRETE FRAMING 11 03310 -34 CONCRETE COLUMNS 11 03310 -35 CONCRETE BEAMS 11 03310 -36 CONNECTION BEAM - COLUMN 12 03310 -37 FLOOR SLAB 12 03310 -53 CIP SLAB TWO WAY REINFORCING 1 -SPAN 12 03310 -40 SHEAR WALLS 12 03310 -38 JAMBS 12 03310 -39 LINTELS 12 03310 -67 FOUNDATION 12 031007 -00 RAS Miami Calculations Sheet Raul ' ` 50093 Page: 2 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 875-2935 0$310 -58 RETAINING WALLDIV 4 MASONRYI2 D1V..4 MASONRY 13 04230 REINFORCED CONCRETE MASONRY 13 STANDARD OF REFERENCE: 13 MATERIALS 13 04230 -10 REINFORCED MASONRY WALLS 13 05400 COLD FORMED METAL FRAMING 13 STANDARD OF REFERENCE: 13 MATERIALS 13 05410 -04 LOAD BEARING METAL STUDS 13 05410 -05 COLD FORMED METAL STUDS CONNECTION 13 DIV. 6 WOOD MEMBERSI4 STANDARD OF REFERENCE: 14 MATERIALS 14 06110 WOOD FRAMING 15 CONNECTION JOIST -TIE BEAM 15 RAFTERS/JOISTS 15 CONNECTION RAFTERS-11E BEAM 15 ROOF DIAPHRAGM 15 CONNECTION ROOF DIAPHRAGM - LEDGER 15 LINTELS 15 JAMBS 15 FENCE 15 CONNECTION FENCE -GRADE BEAM 15 06115 SHEATHING 15 06115 -01 WALL PANELING 15 06120 WOOD PANELS 15 06190 WOOD TRUSSES 15 061 90-08 LOADS ON TRUSS END CONNECTION 15 061 90-09 LOADS ON GIRDER - HEADER TRUSS CONNECTION 15 06190 -10 LOADS ON JACKS -TIE BEAM CONNECTION 16 06190 -11 LOADS ON JACKS - HEADER TRUSS CONNECTION 16 D/V.8 DOORS AND WINDOWSI6 08100- DOORS 16 08500- WINDOWS 16 EXHIBIT A: FRAMING PLAN 17 EXHIBIT B: LOAD CALCULATIONS 18 DEAD LOAD: 18 LIVE LOAD: 18 ROOF LIVE LOAD: 18 RAIN LOAD ( applied on flat rool): 18 WIND LOAD 18 EXHIBIT 0: STRESS ANALYSIS 19 EXHIBIT D: MEMBERS DETAILING 20 EXHIBIT E: FIGURES 21 EXHIBIT F: INDEX22 031007 -00 RAS Miami Calculations Sheet Rau f) �v «f 6 ! ° r 50093 Page: 3 of 22 ENGINEERS and Consultants, Inc , 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL. 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 SCOPE OF THE CALCULATIONS Two-story single family house addition. The foundation will be grade beams, and slab on grade. The framing will include CMU reinforced masonry, tie columns, and tie beams. The roof framing Is wood wood trusses. REFERENCES REFERRED DRAWING SHEETS Sheets S-101, S -102, S-103, 8 -301, S -302, 8 -501, and S -502. DOCUMENTS OF REFt,HENCE: GEOTECHNICAL REPORT: By: Nutting Engineers dated on December 4, 2003 CONCRETE TESTING: N/A WIND LOAD TUNNEL STUDY: N/A CATALOGS: N/A SHOP DRAWINGS: N/A STANDARDS OF REFERENCE: FLORIDA BUILDING CODE 2001 ASCE 7-98 031007 -00 RAS Miami Calculations Sheet Ra 50093 Page: 4 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL. 33127 PH: (305) 5729939 FAX: (305) 675 -2935 BUILDING DESCRIPTION Two - stories Reinforced Concrete Framing, Concrete Masonry infiill, Concrete Grade Beams, and slab on grade, wood trusses. CODE COMPLIANCE CONSTRUCTION TYPE FLORIDA BUILDING CODE 2001 Table 600 Type IV Unprotected, Unsprinklered BUILDING OCCUPANCY RESIDEMTAL R-3 031007 -00 RAS Miami Calculations Sheet Raul Sch , P. E 50093 Page: 5 of 22 LOADS: ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 875 -2935 DEAD LOAD: ASCE 7 -98 Table C3 -1 SEE EXHIBIT B FOR DETAILED CALCULATIONS LIVE LOAD: FLORIDA BUILDING CODE 2001 Table 1614, and Table 4-1 of ASCE 7 -98 SEE EXHIBIT B FOR DETAILED CALCULATIONS ROOF LIVE LOAD: FLORIDA BUILDING CODE 2001 Section 1615.1 SEE EXHIBIT FOR DETAILED CALCULATIONS RAIN LOAD: ASCE 7 -98 section 8.3 SEE EXHIBIT 8 FOR DETAILED CALCULATIONS WIND LOAD ASCE 7-98 SECTION 6.4 METHOD 1 SEE EXHIBIT B FOR DETAILED CALCULATIONS LOAD COMBINATIONS U: Factored Load D: Dead Load L: Live Load Lr : Roof Live R : Rain Load W: Wind Load Fa: Rood Load H: Earth, Ground Water Pressure Load ASCE 7 -98 SECTION 2.3.2 LRFD. U1= 1.2 D+1.6Lr+ 0.8WN8 U2 =1.20 +1.6Lr +0.8W , U3 =1.20 +1.6Lr +0.$L U4 =1.2D + /- 1.6WNS +0.5L +0.5Lr U5= 1.2D +/ -1.6W ,„ +0.5L +0.5Lr U6 22 0.9D +1.6W +1.6H ASCE 7 -98 SECTION 2.3.3 ASD U1sD; U2 =D +L +F +H +T +L,; U3 =D +W +L +Lr; U4 =0.80+W +H; 031007-00 RAS Miami Calculations Sheet Raul A. Sat/i dt, P.E. 50093 Page: 6 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 ACI 318 -99 SECTION 9.2 U9 =1.40 +1.7L U, = 0.75 (1.40 +1.7L +1.7WNS) U8 = 0.75 (1.4D +1.7L +1.7WEw) AISC LRFD 3rd Ed. Part 2 U9 =1.40 U,9=1.20 +1.6L +0.5L, =1.2D +1.6L., +0.8WN9 U12 =1.20+ 1.6Lr+ 0.8WEw Ut3 =0.90 +1- 1.6WNS U14 =0.9D +1- 1.6WEw AI$I ASD 1996 Edition Section A.5.1.2 U18= D U16 = D +L U17 = D +W U18 = D +L +L, +E DEFLECTION FLOOR MEMBERS MAXIMUM DEFLECTION: LL = L/360, DL +LL = L/240 NON - PLASTER CEIUNG MAXIMUM DEFLECTION: LL = L/240, DL +L.L = L/180 ROOF MEMBERS MAXIMUM DEFLECTION: LL = L/360, DL +LL = L/240 WALL MEMBERS MAXIMUM DEFLECTION : LL= L/180 DRIFT MAXIMUM DRIFT = H/300 STRUCTURE OVERALL DIMENSIONS LENGTH = 43 ft WIDTH = 26 ft HEIGHT = 24 ft FRAMING DIMENSIONS SEE EXHIBIT A FOR FRAMING PLAN STRUCTURE STRESS ANALYSIS SEE EXHIBIT C FOR STRUCTURE STRESS ANALYSIS MEMBERS STRESS ANALYSIS SEE EXHIBIT D FOR MEMBERS STRESS ANALYSIS 031007-00 RAS Miami Calculations Sheet Ra ':'- `�v�t 50093 Page: 7 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SURE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 676 -2935 MEMBERS DESIGN DIV.3 REINFORCED CONCRETE MEMBERS STANDARD OF REFERENCE: ACI 318-99 ACI 546R -96 ICRI Guidelines MATERIALS CONCRETE: f ( = 3,000 psi REINFORCING f. = 60,000 psi 03310 FOUNDATION 03310 -32 GRADE SEAMS 03310 -32 CONCRETE GRADE BEAMS Source: FBC Sections 1819.2.1, 1819.6, 1820, 1821, and 1620.2 ACI 318-99 ACI 340R-97 CRSI 2002 PCA Portland Cement Association GRADE BEAM: GB-1 DIMENSIONS: Grade Beam width; Bea = 16 in; Effective Grade Beam Bearing Width: B,= Bas+ 8t= 16+8x6=64 in; Grade Beam Length; Loa =13.70 ft; Grade Beam Depth; Dee =16 in; Overall Slab let Floor Width; Sal = 24 ft; 18t Floor Slab thickness; ts, = 6 in; Overall Slab 2 nd Floor Width; Bs2 =24ft; 2"d Floor Slab thickness; ts2= bin; 031007 -00 RAS Miami Calculations Sheet Ra �yy .� ; ..50093 Page: 8 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 1 et Floor Concrete Tie Beam if Beam Width; t3ra, = 8 in; Tie -Beam Depth; DAB, =161n; 2"d Fir Concrete Tie Beam Tie Beam width; B,m2 = 8 in; Tie -Beam Depth; Di-e2 ==16 in; let Floor Wall Height ; WH1 = 11 ft; LOADS: DEAD LOAD (Kip/Ft) Slabs Weight • 1st Floor Slab Weight WS, = 1/ 2xB$, xta,xw0=1/2x24x0.5x0.15 =0.9Klb/ft; 2 '4 Floor Slab Weight W82= 1/2 X Bs2 X ts2 XWo= 1/2 x24x0.5x0.15 =1.18KIp/ft; 1E4 Floor Tie -Beam Weight W,B, = Bra, x °mi x ww = 0.66 x 1.33 x 0.15 = 0.13 I4 p/ft; 2'd Floor Tie-Beam Weight: WTE12 = B,B2 x D,B2 x wo = 0.66 x 1.33 x 0.15 = 0.13 Kipfft; Grade Beams Weight W= Boa x Dail x we = 1.33 x 1.33 x 0.15 = 0.26 Kip/t; First Floor Wall Weight WEW, = WH, x WW = 11 x 0.1= 1.1 KCipfft; Total Dead Load: D =W$, +W62 +W,B, +W-r82 + Wee +WEW, =0.9 +1.18 +0.13 +0.13 +0.26 +1.1 =3.7 Kip/tt; LIVE LOAD: From Exhibit "B" First and Second Floor: q, =40psf; 031007 -00 RAS Miami Calculations Sheet Rail A. > = • P.E. 50093 Page: 9 of 22 Roof: q2= 30 Psf; ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 875 -2935 First Floor Live Load: L, ='/2 x Bs, x q, ='/2 x 24 x 0.04 = 0.48 Kipft Second Floor Live Load: L2= '/2 x Bs2x q2 =1/2 x 24 x 0.04 = 0.48 kip/Ft, Total Live Load: L =L, +L2 =0.9kipift; 1MND LOAD: From Exhl%it "B" _ - 54.4 psf; q2V =- 34.4psf; Total Vertical Wind Load ( Uplift): Wv= Y2 x R,v x q2 = 1/2x 24 x (- 0.054) = - 0.65 KIP/ft; Horizontal Wind Load on Walls: = 33.7 psf; LOAD COMBINATIONS: Gravity Loads: UG =D +L= 4.35 +0.9 =5.25K'ip /ft; Uplift Loads: Uu = W = -1.06 Kip/ft GRADE BEAM REINFORCED CONCRETE; Source: FBC 1820 Reinforcing Depth: DATA: d08 =16-- 3.5 =12.5in; BGE3= 64 in M0 = 1/8 D (LJ2 M0= 1/8x3.7x(13.7)2 MD = 86 Kip- ft ML = 1/8 L (L09)2 ML = 1/8 x 0.96 x (13.7)2 ML = 22.5 Kip- ft Mu = 1.4M0 + 1.7ML MU =1.4x86 +1.7x22.5= M„ = 158.65 Kip-ft Kt, = Mu /B x(des)2 K„ = 158.65x 12000 /64x(12.5)2 Ku =190Psi /ft = 190 / 3 000 = 0.06 : W = 0.06 < OKI 031 007 -00 RAS Miami Calculations Sheet Raul Schwer(dt,AP.E. 50093 Page: 10 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675-2935 p =wxPc /Fy p = 0.06 x 3000 / 60000 p = 0.003 > = 0.0033 OKI As =pXEta d< As = 0.0035x 64 x 12.5 As = 2.811112 5#7 at the Bottom Reinforcing Shear: At distance dee from face of support. Wu =1.4D +1.7L Wu = 1.4 x 4.35 + 1.7 x 0.9 Wu =7.62Kip /ft Vu =Wu(LGB/2-dGB Vu = 6.81 (13.7/2 -1.04) Vu = 39.56 Kip +VG = +px2x F'cxBox des x1/1000 4V0 =0.85x2x43000x64x12.5x1/1000 }Vu = 74.49 Kip Vu <41)V0 The' Steelissattfertay 03310 -33 SLAB ON GRADE CONNECTION GRADE BEAM -SLAB ON GRADE 03310 CONCRETE FRAMING CONCRETE: #'G = 4,000 psi REINFORCING fy = 60,000 psi 03310-34 CONCRETE COLUMNS SEE EXHIBIT D FOR CALCULATIONS AND DETAILING OF CONCRETE COLUMNS 03310-35 CONCRETE BEAMS SEE EXHIBIT D FOR CALCULATIONS AND . AILING OF CONCRETE BEAMS 1 031007 -00 RAS Miami Calculations Sheet Ra I A. Sch erdt, P.E. 50093 Page: 11 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUffE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 03310 -36 CONNECTION BEAM - COLUMN 03310 -37 FLOOR SLAB 03310-65 CPP SLAB ONE WAY REINFORCING 1-SPAN 03310-53 CP SLAB TWO WAY REINFORCING 1-SPAN 03310-66 CIP CONCRETE STAIRS 1-FLY 03310 -67 CP CONCRETE CANTIUVERED STAIRS 1 -FLY 03310-40 SHEAR WALLS 03310 -38 JAMBS 03310-39 1JNTELS 03310 -57 FOUNDATION 03310 -58 RETAINING WALL 031007 -00 RAS Miami Calculations Sheet R ui A. 5c4,werdt, P.E. 50093 Page: 12 of 22 DIV.4MASONRY ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SURE 211. MIAMI, Fl 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 04230 REINFORCED CONMETE MASONRY STANDARD OF REFERENCE: ACI 318 -99 ACI 530-99 MATERIALS MASONRY: f'n, = 2,500 psi Mortar Grout Type S 04230-10 FEINFORCED MASONRY WALLS CONNECTION MASONRY -GRADE BEAM CONNECTION MASONRY TIE BEAM 05400 COLD FORMED METAL FRAMING STANDARD OF REFERENCE: AISI 1996 MATERIALS STEEL: f,, = 50,000 psi 05410-04 LOAD BEARING METAL STUDS 05410 -05 COW FORMED METAL STUDS CONNECTION STEEL: fy = 60,000 psi 031007 -00 RAS Miami Calculations Sheet ';'= ul A. dt, P.E. 50093 Page: 13 of 22 ENGINEERS and consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL. 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 DM 6 WOOD MEMBERS STANDARD OF REFERENCE: AFPA NDS 1997 MATERIALS WOOD: fb = 1,200 psi 08100 ROUGH CARPENTRY PE 031007 -00 RAS Miami Calculations Sheet Raul Schw P. E. 50093 Page: 14 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 06110 WOOD FRAMING CONNECTION JOIST TIE BEAM RAFTERS/JOISTS CONNECTION RAFTERS -TIE BEAM ROOF DIAPHRAGM CONNECTION ROOF DIAPHRAGM - LEDGER LINTELS JAMBS FENCE CONNECTION FENCE -GRADE BEAM 06115 SHEATHING 06115 -01 WALL PANELING 06120 WOOD PANELS 06190 WOOD TRUSSES 06190 -08 LOADS ON TRUSS END CONNECTION 06190-09 LOADS ON ORDER- HEADER TRUSS CONNECTION 1 031007 -00 RAS Miami Calculations -, Raul A/ Sdhwerdt, P.E. 50003 Page: 15 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 06190 -10 LOADS ON JACKS -11E BEAM CONNECTION 06190 -11 LOADS ON JACKS - HEADER TRUSS CONNECTION DN.8 DOORS AND WINDOWS 08100- DOORS SEE EXHIBIT B FOR WIND PRESSURE ON EXTERIOR DOORS 08500 - WINDOWS SEE EXHIBIT B FOR WIND PRESSURE ON WINDOWS 031007 -00 RAS Miami Calculations Sheet] Raul A. wercit, :E." 50093 Page: 16 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 EXHIBIT A: FRAMING PLAN 031007-00 RAS Miami Calculations Sheet R4ul A. Scl vverdt, P.E 50093 Page: 17 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (306) 572 -9939 FAX: (305) 675 -2935 EXHIBIT B: LOAD CALCULATIONS DEAD LOAD: SEE BELLOW LIVE LOAD: SEE BELLOW ROOF LIVE LOAD: Lr = 30 PSF (FLAT ROOF) Lr = 20 PSF (SLOPPED ROOF) RAIN LOAD ( applied on flat root): ds= 4 in; dh = 1 in; R = 5.2(ds +dh)= 5.2(4 +1) =26psf WIND LOAD SEE BELLOW 031007 -00 RAS Miami Cabulations Sh et RauI/A. went, P.E. 50093 Page: 18 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 EXHIBIT" C: STRESS ANALYSIS 031007 -00 RAS Miami Calculations Sheet 1A. Sctf+vdrdt, P.E. 5093 Page: 19 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SurrE 211. MIAMI, FL 33127 PH: (305) 572-9939 FAX: (305) 575 -2935 EXHIBIT D: MEMBERS DETAILING 031007 -00 RAS Miami Calculations Sheet Maui A. Scfhwerdt, P.E. 50093 Page: 20 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE. SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 EXHIBIT E: FIGURES 031007 -00 RAS Miami Calculations Sheet II aul A. dt, P.E.50093 Page: 21 of 22 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE_ SUITE 211. MIAMI, FL 33127 PH: (305) 572 -9939 FAX: (305) 675 -2935 EXHIBIT F: INDEX 031007 -00 RA$ Miami Calculations Sheet ul A. Sohwerdt, R.E. 50093 Page: 22 of 22 RAS Engineers and Consultants, Inc. JOB TITLE Blumstein's Residence 4141 NORTH MIAMI AVE. SUITE 211 JOB NO. T- 031007 SHEET NO. EXHIBIT B MIAMI, FL 33127 CALCULATED BY RAS DATE 12/21/03 (305) 572 -9939 CHECKED BY DATE STRUCTURAL LOAD CALCULATIONS FOR Blumstein's Residence 031007 9329 N.E. 9th Ave. Miami Shores, FL 9329 N.E. 9th Ave. Miami Shores , FL Miami -Dade County Page: 1 of 1 RAS Engineers and Consultants, Inc. 4141 NORTH MIAMI AVE. SUITE 211 MIAMI, FL 33127 (305) 572 -9939 Jon TITLE Biumstein's Residence JOB NO. T- 031007 SHEET HO. CALCULATED BY RAS DATE 12/21/03 CHECKED BY DATE Code Search L 11. Code: Florida Building Code 2001 Occupancy: Occupancy Group = R Type of Construction: Fire Rating: Roof= Floor = IV. Live Loads: Roof angle (0) Roof 0 to 200 se 200 to 600 sf over 600 s1 Thor Stairs & Ezitways Balcony Mechanical Partitions V. Wind Loads (ASCE7 -98): Importance Factor Wind speed Directionality (Kd) Mean Roof Ht (h) Exposure Enclosure Classif Internal pressure Building length (L) Least width (B) Kz case 1 Kz case 2 0.0 hr 1.0 hr Residential 7.00 112 30.3 deg 16 psf 14 psf 12 psf 40 psf 100 psf 40 psf N/A 20 psf 1.00 146 mph 0.85 25.0 ft C Enclosed Building +/ -0.18 103.0 ft 92.0 ft 0.945 0.945 IonsIgraghicimaggAW Topogmphy Hill Height (H) Half Hill Length (i1) Actual H/Lh Use H/Lh Modified Lh = From top of cast: x= Bldg up/down wind? Flat 5.0 ft 100.01t 0.00 0.00 100.0 ft 10.0 ft downwind H/Lh= 0.00 x/Lh = 0.10 z/Lh = 0.25 At Mean Roof Ht: Kzt = (1+'K1K2K3r2 = Kl K2= K3 IfBroward or Dade County, non - reducible roof LL is 20 psf H< 15ft;exp C Kzt=1.0 0.000 0.933 1.000 1.00 ESCARPMENT V(z) 2� RIDGE or 3D AXISYMMETRICALHILL RAS Engineers and Consultants, Inc, JOB T1TLE Blumstein's Residence 4141 NORTH MIAMI AVE. SUITE 211 JOB NO. T- 031007 SHEET NO. MIAMI, FL 33127 CALCULATED DY RA$ DATE 12!,21!03 (305) 572 -9939 CHECKED BY » »» » » DATE »_ » _ . » » ».» . »... V, Wind Loads (ASCE7 -98) - cont.: Test for Enclosed Building: A building that doers not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao 0.8Ag Test for Partially Enclosed Building: InPm Ao Ag Aoi Agi 180.0 sf 814.0 sf 800.0 sf 4400.0 sf Ao >_ 1.lAoi Ao >4'/0.01Ag Aoi / Agi 5 0.20 Test NO YES YES Building is NOT Partially Enclosed. Conditions to qualify as Partially Enclosed Building. Must satisfy all ofthe following: Ao >= 1.IAoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum ofthe areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum ofthe gross surface areas ofthe building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed bulhfings (RM): If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ri 0 sf 0 cf 1.00 031007 9329 N.E. 9th Ave. Miar!ni Sh °es, FL. e: 1 of 1 RAS Engineers and Consultants, Inc. 4.141 NORTH MIAMI AVE. SUITE 211 MIAMI FL 33127 (305) 572-9939 JOB TITLE Blumstein's Residence JOB NO. T -031007 SHEET NO. CALCULATED BY RAS DATE 12/21/03 CHECKED BY DATE 1l J1 L LONE31eamaa 0. t ie E CASEA MOWO arvuR TO Ril6E Kz = Kh == 0.95 (case 1) Base pressure (qh) = 43.8 psf GCpi = +1 -0.18 wn TO R ITms MOM Edge Strip (a) End Zone (2a) Zone 2 length = CASEB ALL caparcreies 9.2 ft 18.4 ft 46.011 Surface 32.4 17.1 16.7 1.3 Case A 9.6 -38.1 -11.8 -22.4 Case B 3 Pelpendictdar 0 = GCpf w /+GCpi 30.3 deg w/-GCpi Parallel 0 = Odeg GCpf w/+GCpi w /-GCpi All Directions GCpf w / +GCi w /-GCpi 1 0.56 0.74 0.38 0.40 0.58 0.22 -0.45 -0.27 -0.63 2 0.21 0.39 0.03 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.43 -0.25 -0.61 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 4 -0.37 -0.19 -0.55 -0.29 -0.11 -0.47 -0.45 -0.27 -0.63 5 - - - - - - 0.40 0.58 0.22 6 - - - - - - -0.29 -0.11 -0.47 lE 0.69 0.87 0.51 0.61 0.79 0.43 -0.48 -0.30 -0.66 2E 0.27 0.45 0.09 -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 -0,53 -0.35 -0.71 4E -0.48 -0.30 -0.66 -0.43 -0.25 -0.61 -0.48 -0.30 -0.66 5E - - - - - - 0.61 0.79 0.43 6E - - - - - - -0.43 -0.25 -0.61 iud Surface pressures (psf) - use 10 psf minimum for zones 1 plus 4 and 5 plus 6 1 2 32.4 17.1 16.7 1.3 25.4 -22.4 9.6 -38.1 -11.8 -22.4 -27.6 -38.1 3 -11.0 -26.7 -8.3 -24.1 -8.3 -24,1 4 -8.3 - 24.1 -4.8 -20.6 -11.8 -27.6 5 - - - - 25.4 9.6 6 - - - - -4.8 -20.6 lE 38.1 22.4 34.6 18.9 -13.2 -28.9 2E 19.7 3.9 -39.0 -54.8 -39.0 -54.8 3E -15.3 -31.1 -15.3 -31.1 -15.3 -31.1 4E -13.2 -28.9 -11.0 -26.7 -13.2 -28.9 5E - - - - 34.E 18.9 6E - - - - ° -11.0 -26.7 ��IS Shnale D anhram Pressures (( sf) Transverse direction (normal to L) Interior Zone: Wall 40.8 psf Roof 28.1 psf End Zone: Wall 51.3 psf Roof 35.1 psf Longitudinal direction (parallel to L) Interior Zone: Wall 30.3 psf End Zone: Wall 45.6 psf Windward roof overhangs 29.8 psf upward WINDWARD WINDWARD ROOF OVERHANG LEEWARD ROOF VERTICAL Hf,! or ZONE 2 yr . Y F LEEWARD ROOF VERTICAL L42 orZONE2 t',.ONQTQDINAi. ELEVATION RAS Engineers and Consultants, Inc. 4141 NORTH MIAMI AVE. SUITE 211 MIAMI, FL 33127 (305) 572 -9939 408 TITLE 408 NO. CALCULATED BY CHECKED BY Biumstein's Residence T- 031007 SHEET NO. RAS DATE 92!21/03 DATE 7- a< . a . G +�L s x,� t ..:.! 't I{z= Kh (case 1) = 0.95 GCpi = Base pressure (qh) = 43.8 psf a = Minimum parapet height at building perimeter = Reef Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Walls +1 -0.18 9.2 ft 3.0ft Roof Angle = 30.3 deg Check box if roof slopes in only one &tecti NOTE: If tributary area is greater than 7004 MWFRS pressure may be used. Monoetoped ? , GC p +/- GC 7i Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 842 sf -1.18 -1.04 -0.98 -52 ps? -46 psf -43 pse -0.9$ -43 psf -138 -1.24 - 1.18 -61 psf -54 psf -52 psf -1.18 -52 psf -138 -1.24 -1.18 -61 psf -54 psf -52 psf -1.18 -52 psf 1.08 1,01 0.98 47 psf 44 psf 43 psf 0.98 43 psf -2.18 -2.04 -1.98 -96 psf -89 psf -87 psf - 1.98 -87 psf -2.18 4 -2.04 - 1.98 -96 psf -89 tsf 47 psf - � -1.98 -87 psf Area Negative Zone 4' Negative Zone 5!, Positive Zone 4 & 5 GCp +/- GC?i Surface Pressure (psf) User Input 10 sf I 100 sf 500 sf 10 sf 100 sf 500 sf 380 sf -1.28 -1.10 -0.98 -56.1 psf -4&4 psf -43.0 psf - 1.00 -43.9 psf -1.58 -1.23 -0.98 -69.3 psf -53.8 psf -43.0 psf - 1.02 -44.8 psf 1.18 1.00 0.88 51.7 psf 44.0 psf 38.6 psf 0.90 39.5 psf 0 ILO 2a e� 510°asrl Mmoalope Q MU 10 {8 • ji moo, ° RAS Engineers and Consultants, Inc. ' 4141 NORTH MIAMI AVE. SUITE 211 MIAMI, FL 33127 • _ (305) 572 -9939 JOB TITLE Biumsteints Residence JOB NO. T- 031007 SHEET NO. CALCULATED BY RAS DATE 12/21/03 CHECKED BY DATE Roof Design Loads Items Description Multiple psf (max) psf (min) Roofing Spanish Tile 19.0 , 16.0 Deck 3/4" plywood/OSB 2.7 2.3 Framing Wood Trusses ® 24" 3.0 2.5 Insulation R-30 Fiberglass insul. x 2.0" 1.8 0.9 Ceiling 5/8" gypsum x 1 ply(s) 2.8 2.5 Sprinklers Mech. & Elec. 2.0 0.0 Mech & Elec None 0.0 0.0 Misc. None 1 0.0 0.0 Actual Dead Load 0 31.3 24.2 Use this DL instead 0 20.0 0 9.0 Live Laid 16.0 Wind Uplift -54.4 Total Load 36.0 -30.2 031007 9329 N.E. 9th Ave. Miami Shoes, FL ItaallbttLeatikdadiss 0to200sfi 200 to 600 sf over 600 sfi Roof angle 7.00 / 12 30.3 deg 16.0 psf If Broward or Dade County, 14.0 psf non-reducible roof LL is 20 psf 12.0 psf Page 1 of 1 RAS Engineers and Consultants, Inc. 4.141 NORTH MIAMI AVE. SUITE 211 MIAMI, FL 33127 (305) 572-9939 JOBT t.E Blumstein's Residence JOB No. T- 031007 SHEET NO. CALCULATED BY RAS DATE 12/21/03 CHECKED BY DATE Kz = Kh (case I) = 0.95 GCpi = Base pressure (qh) = 43.8 psf a = Minimum parapet height at building perimeter = Roof Ar Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Tomes Overhang Zone 2 Overhang Zone 3 Waits +1 -0.18 9.2 ft 3.0 ft NOTE: If tributary area is greater than 7004 MWFRS pressure may be used. Roof Angle = 30.3 deg Check box if roof slopes in only one direction) Q Moped ? , GCp +1- GC,i S Surface PressureSpsf) U User ht►ut Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 4. GCp +1- GCr Surface Pressure (f) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 380 sf -1.28 -1.10 -0.98 , -56.1 psf -48.4 psf -43.0 psf - 1.00 -43.9 psf -1.58 -1.23 -0.98 -69.3 psf -53.8 psf -43.0 psf - 1.02 -44.8 psf 1.18 _ 1.00 0.88 51.7 psf 44.0 psf 38.6psf 0.90 39.5 psf 0 _ T � 5 10 °ard Ivbnoslore c 3° it Mb 10 <11°931:g° 031007 9329 N.E. 9th Ave. Mani Shores, FL 8710° Page: 1 of 1 0 _ T � 5 10 °ard Ivbnoslore c 3° it Mb 10 <11°931:g° 031007 9329 N.E. 9th Ave. Mani Shores, FL 8710° Page: 1 of 1 • RAS Engineers and Consultants, Inc. • 4141 NORTH MIAMI AVE. SUITE 211 MIAMT, FL 33127 (305) 572-9939 JOB TITLE: JOB NO. CALCULATED BY CHECKED BY Bkimste n's Residence T- 031007 SHEET NO. RAS DATE 12/21/03 DATE Floor Design Loads Rams Description Multiple psf (max) psf (min) Flooring Thin Set Tile 4.0 3.0 Topping Ceramic tile (3/4") x 1.00" 10.0 8.0 Deck/Sub -ter Concrete regular per 1" x 7 ply(s) 87.5 84.0 Framing None 0.0 0.0 Other None x 0.75 0.0 0.0 Ceiling None x 1 ply(s) 0.0 0.0 Sprinklers None 0.0 0.0 Mech & Elec None 0.0 0.0 Ptirtilions Partitions 20.0 0.0 Misc. Misc. 0.5 0.0 Actaal Dead Load D 122.0 0 95.0 Use this DL instead ® 100.0 0 50.0 Live Load 40.0 Total Load 140.0 50.0 FLOOR L1V LOAD Ii DUCTION. Not allowed for assembly occupancy or LL>100psf or passenger car garages, except may reduce columns 20% if 2 or more floors & non assembly IBC & ASCE 7, L=Lo(0.25 +15 /4,Ar) Unreduced design live load: Lo = Floor member Ku, Trbutary Area AT= Reduced live load: L = Columns (2 or more floors) Ku, = Tributary Area AT = Reduced live load: L = 031007 9329 N.E. 9th Ave. Miami Shores, FL IBC altf#saln11cedare & FBC Smallest of R= .08o%o(SF -150) 40 psf R= 23.1(1 +D /L) _ R= 40% beams; 60% columns 2 300 sf 34.5 psf 4 500 sf 23.4 psf R= 80.9% 12.0% Reduced live load: L = 352 psf R= 28.0% Reduced live load: L = 28.8 psf Page: 1 of 1 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE SUITE 202. MIAMI, FL 33127 PH: (305) 572-9939 FAX (305) 675-2935 06190-08 LOAD ON TRUSS END CONNECTORS Source: ASCE 7-98 MWFRS, h<= 60 ft. Low Rise, Enclosed/ Partially Enclosed Building CONNECTOR NUMBER :2 DIMENSIONS: Span between truss supports; I = 15.1 ft; Spacing between trusses; s = 2 ft Interior zone length ( zone 2 ); 12= 12.1 ft; End zone length ( zone 2E ), I 1.5 ft Overhung Iength; 6 = 0 ft LOADS UPLIFT LOADS TRUSS INTERIOR ZONE ( ZONE 1): U2= - 43 psf TRUSS END ZONE ( ZONE 2): U = - 54.8 psf GRAVITY LOADS DEAD LOAD; D =20 psf; ROOF LIVE LOAD; L =20 psf; RAIN LOAD; R = 0 psf. ROOF MOUNTED EQUIPMENT; M = 0 lb. REACTIONS UPUFT REACTION ON TIE BEAM SUPPORT CONNECTORS; Ru=12xsxU2+12ExsxU2E+laixsxUai= = 12.1 x (-43) + 1.5 x 2 x (-54.8) = 684.7 lb. GRAVITY REACTION ON TIE BEAM SUPPORT CONNECTORS. RG=0/2 +6H)xsx(D+L+R+M)=(15.1/2 +0)x2 x(20 + 20 +0+ 0)=6041b. Selected member connector: USP HDP2X 18 ga. M.D.C. N.O.A. # 02-0102. 04 Tested Capacity: Flu = 1,160 lb RG = 2,200 lb Fasteners: (6) 16d on truss, (6) 1/4" x 2" tapcon on concrete Connectors are satisfactory to sustain uplift and gravity loads. 06190-08 Load on Truss End Conn Raul A. Schwerdt, P.E. 50093 ENGINEERS and Consultants, Inc 4141 N. MIAMI AVE SUITE 202. MIAMI, FL 33127 PH: (305) 572 -9939 FAX (305) 675 -2935 06190 -08 LOAD ON TRUSS END CONNECTORS Source: ASCE 7- 98 MWFRS, h <= 60 ft. Low Rise, Enclosed/ Partially Enclosed Building CONNECTOR NUMBER : 2 DIMENSIONS: Span between truss supports; I = 15.1 ft; Spacing between trusses; s = 2 ft Interior zone length ( zone 2 ); 12 = 12.1 ft; End zone length ( zone 2E ), 6 = 1.5 ft Overhung length; io,., = 0 ft LOADS UPLIFT LOADS TRUSS INTERIOR ZONE ( ZONE 1): U2= -43psf TRUSS END ZONE ( ZONE 2): U2E = - 54.8 psf GRAVITY LOADS DEAD LOAD; D= 20psf; ROOF LIVE LOAD; L= 20psf; RAIN LOAD; R = 0 psf. ROOF MOUNTED EQUIPMENT; M = 0 Ib. REACTIONS UPLIFT REACTION ON 11E BEAM SUPPORT CONNECTORS; Ru = l2xsx U2 + (2Exsx U2E + I0.,xsx UGH = = 12.1 x (-43) + 1.5 x 2 x ( -54.8) = 684.71b. GRAVITY REACTION ON 11E BEAM SUPPORT CONNECTORS. RG= (l /2 +Ixsx(D +L +R +M)= (15.1/2 +0)x2x(20 +20 +0 +0)= 6041b. Selected member connector: USP HDP2X 18 ga. M.D.C. N.O.A. # 02 -0102. 04 Tested Capacity: Ru =1,1601b RG = 2,200 lb Fasteners: (6) 16d on truss, (6) 1/4" x 2" tapcon on concrete Connectors are satisfactory to sustain uplift and gravity loads. 06190 -08 Load on Truss End Conn Raul A. Schwerdt, P.E. 50093 2/25/2 C_ 3( REPORT OF GEOTECHNICAL EXPLORATION SCOTT BLUESTEIN RESIDENCE TWO -STORY ADDITION 9329 NE 9TH AVENUE MIAMI SHORES, FLORIDA FOR RAS ENGINEERS AND CONSULTANTS 4141 NORTH MIAMI AVENUE SUITE # 202 MIAMI, FLORIDA 33127 PREPARED BY NUTTING ENGINEERS OF FLORIDA, INC. 8175 WEST 32ND AVENUE SUITE # 2 HIALEAH, FLORIDA 33018 PROJECT # 422.1 NUTTING ENGINEERS OF FLORIDA, INC. ESTABLISHED 1967 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering • Inspection • Testing ❑ 1310 NEPTUNE DRIVE • BOYNTON BEACH, FL 33426 ❑ 8175 WEST 32n0 AVENUE • SUITE 2 • HIALEAH, FL 33018 (561) 736 -4900 • (954) 941 -8700 • (305) 824 -0060 • Fax (561) 737 - 9975• (954) 938 -8900 (305) 557 -3083 • Fax (305) 824 -8827 NUTTING ENGINEERS OF FLORIDA, INC. ESTABLISHED 1967 Geotechnical & Construction Materials Engineering & Testing • Inspection Environmental Services Offices throughout the state of Florida www.nuttingengineers.com • info©nuttingengineers.com December 4, 2003 Mr. James Wahl RAS Engineers and Consultants 4141 North Miami Avenue Suite 202 Miami Shores, Florida 33127 Phone (305) 572 -9939 Fax: (305) 675 -2935 Subject: Report of Geotechnical Exploration Scott Bluestein Residence Two -Story Addition 9329 NE 9th Avenue Miami Shores, Florida Project # 422.1 Dear Mr. Wahl: Nutting Engineers of Florida, Inc. has performed a geotechnical exploration for the proposed two -story addition in Miami Shores, Florida. The purpose of this exploration was to obtain information concerning the site and subsurface conditions in order to provide site preparation and foundation design recommendations for support of the proposed construction. This report presents our findings and recommendations. PROJECT INFORMATION The site for the proposed project is located at 9329 NE 9th Avenue in Miami Shores, Florida. We understand that plans for this project include the construction of a new two - story, addition next to the existing residence. The new construction will be located along the east side, currently the backyard of the existing residence. It is also our understanding that the existing residence is supported on a shallow foundation system. Structural information was not available at this time. GENERAL SUBSURFACE CONDITIONS Subsurface Soil Exploration The exploration of subsurface conditions included site observation and two (2) Standard Penetration Test borings (ASTM D -1586) performed on November 24, 2003. Nutting Engineers of Florida, Inc. has performed two (2) Standard Penetration Test (SPT) borings (ASTM D -1586) to a depth of 15 feet below the existing ground surface in order to evaluate the subsurface soil conditions. The location of the test borings are indicated 8175 W. 32ND AVE., SUITE 2 • HIALEAH, FLORIDA 33018 • (305) 557 -3083 • Fax (305) 824-8827 Broward (954) 941 -8700 • Hillsborough (813) 866 -8800 • Palm Beach (561) 736 -4900 on attached Test Boring location plan. The individual test boring reports are presented in the Appendix of this report. The borings were established in the field using approximate methods; namely, a measuring wheel and available surface controls. Test Boring Results In general, the test borings revealed very loose to loose brown fine sand with traces of roots and varying proportions of limestone fragments to a depth of 4 feet below the existing ground surface. Below this stratum, tan medium to well cemented limestone with fine sands was encountered and continued to the maximum depth explored of 15 feet. A detailed description of the soil interlayering is given on the boring log in the Appendix. Groundwater The groundwater level was measured at the boring location at the time of drilling. The groundwater level was encountered at an approximate depth of 6 feet below the existing ground surface. Fluctuation in the observed groundwater levels should be expected due to seasonal climatic changes, construction activity, and other site specific factors. ANALYSES AND RECOMMENDATIONS Geotechnical Site Suitability The borings performed for this project revealed that very loose fine sands were found within the upper 4 feet in the area of the proposed addition. These native granular soils must be improved to control foundation settlements. An intense compaction program is typically used to adequately densify soils. However, due to the nearby and adjacent structure, a moderate compaction program is recommended. An allowable soil bearing pressure of 2,500 pounds per square foot can be achieved with this site preparation procedure. Once the site is prepared in accordance with the recommendations presented in this report, the area of the proposed addition may be constructed using a conventional shallow foundation system. The following sections present design criteria for foundation and our recommendations for site preparation and foundation construction. Foundation \Slab Evaluation Conventional spread footings may bear on properly in -situ native sand soils following pre - treatment by mechanical compaction and proportioned for a maximum allowable soil bearing pressure of 2,500 pounds per square foot. We recommend a minimum width of 16 inches for continuous footings, even though the soil bearing pressure may not be fully developed in all cases. We recommend that the bottom of footings be at least 12 inches below the lowest adjacent finished grade. We also recommend that the new footings, floor slabs and tie -beams of the proposed addition be tied into the existing by epoxying in NUTTING ENGINEERS OF FLORIDA. INC. ESTABLISHED 1867 2 reinforcing steel. The purpose is to reduce the potential for differential settlements, and subsequent cracking between the new and existing structures. Shallow foundations designed and constructed in accordance with the recommendations of this report are estimated to sustain a maximum total settlement of about 1 inch. Differential settlement between adjacent foundations should be approximately one -half of the total settlement. Slab -on -grade construction may be employed for the ground floor of the addition. We recommend that the procedures described under the "Site Preparation Recommendations" be used to prepare the floor slab subgrades. We recommend that a vapor barrier be placed between the soil and concrete. Site Preparation Recommendations Initial site preparation for the two -story addition area should consist of clearing all existing topsoil, vegetation, roots and organic zones beneath the structure and to a lateral distance of at least 5 feet beyond the proposed exterior structure area limits, where practical. Once the topsoils have been removed, the proposed addition area should be undercut to a depth of 2 feet. The excavated soils may be stockpiled for use as backfill. The undercut surface should then be compacted until densities equivalent to at least 98 percent of the modified proctor maximum dry density (ASTM- D1557) are achieved to a depth of at least 12 inches below the undercut surface. A representative of Nutting Engineers should monitor the excavation and compaction operations to verify the site is properly undercut and compacted. Suitable fill may then be placed in maximum loose lifts of 12 inches, and each lift should be compacted until densities equivalent to at least 98 percent of the maximum dry density are uniformly obtained. The fill material should be approved by geotechnical engineer prior to placement. Foundation Construction Following site construction as discussed above, the foundation area should be excavated and the footings formed. The bottom of foundation excavations should be compacted after excavation to develop a minimum density requirement of 98% of the maximum modified Proctor dry density, for a minimum depth of 12 inches below the bottom of the footing depth, as determined by field density compaction tests. If the footing bearing materials become disturbed due to surface water resulting from precipitation and runoff, th^ . - -,itable and disturbed soils should be over excavated and replaced with structural fill. NUTTING ENGINEERS OF FLORIDA, INC. ESTABLISHED 1967 3 Excavation Requirements Excavations of five feet or more in depth should be sloped or shored in accordance with OSHA and State of Florida requirements. Materials removed from any excavation should not be stockpiled immediately adjacent to the open excavation as this load may cause a sudden collapse of the sidewalls. The new addition will be immediately adjacent to the existing residence. Any excavation Iocated next to existing residence may require underpinning and protection of this structure. Shoring and shielding procedures should conform to those presented in the Occupational Safety and Health Administration (OSHA) standards. General The vibratory compaction equipment will cause vibrations that could be felt by persons within adjacent buildings. The contractor should exercise due care during performance of the vibratory compaction work. If such vibrations are not considered tolerable then alternate foundation modification techniques should be considered. Prior to initiating compaction operations, we recommend that representative samples of the structural fill material to be used and acceptable in -place soils be collected and tested to determine their compaction and classification characteristics. The maximum dry density, optimum moisture content, gradation and plasticity characteristics should be determined. These tests are needed for compaction quality control of the structural fill and existing soils, and to determine if the fill material is acceptable. A representative number of in -place field density tests should be performed in the compacted existing soils and in each lift of structural fill or backfill to confirm that the required degree of compaction has been obtained. NUTTING ENGINEERS OF FLORIDA. INC. ESTABLISHED 1967 4 Excavations of five feet or more in depth should be sloped or shored in accordance with OSHA and State of Florida requirements. If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location studied, this office shall be notified immediately so that the condition or change can be evaluated and appropriate action taken. We appreciate the opportunity to provide these services for you. If we can be of any further assistance, or if you need additional information, please feel free to contact us. Sincerely, NUTTING ENGI RS OF FLORIDA, INC. eonardo 0 ` i, E.I. Alex R. Moen &gro; -P.E. #5 26 Project E gineer Senior EngineerrDivision Manager Attachments: Test Boring Location Plan Test Boring Report Soil Classification Criteria Limitations of Liability RAS Engineers and consultant_Scott Bluestein two story addition. Leo NUTTING ENGINEERS OF FLORIDA. INC. ESTABLISHED 1987 5 Note: This drawing was created for test boring location reference only. EXISTING RESIDENCE B -2 — LEGEND — 0 APPROXIMATE SPT BORING LOCATION NOT TO SCALE TEST BORING LOCATION PLAN RAS ENGINEERS AND CONSULTANTS FIGURE 1 NUTTING ENGINEERS OF FLORWA. >NC. ESTABUSHED 1967 Depth Feet 5 NUTTING ENGINEERS OF FLORIDA, INC. Established 1967 Description of Materials Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering • Inspection • Testing TEST BORING REPORT Brown loose fine SAND, trace of root Tan LIMESTONE with fine sand Test Boring terminates @ 15 feet. • Penetration - N Value Blows 0 10 20 30 40 50 60 70 80 90 N Sam e 2 1/1 y 1/1 e 6 2/3 3/3 40/41 30/30 40 20/20 20/20 c 22 15/11 11/11 29 14/14 15/16 0 35 14/17 18/21 Client RAS Engineers and Consultants Project Name: Scott Bluestein Residence Two Story Addition Project Location: 9329 NE 9th Ave., Miami Shores, FL Hole Location: Approx. 15' E. of the SE House Corner Driller: M. Drain Elevation Reference: Approx. 6" above Road Crown Casing:Diameter. 3" OD BX Flush Coup * Sampler. Diameter: 2" OD x 2' Split Spoon Groundwater depth:lmmediate: 6' SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. Order #: 422.1 Hole #: 1 Date Started: 11/24/03 Date Completed: 11/24/03 Hammer WT: 280# Fall: 24" Hammer PVT: 140# Fall: 30" by: /7-7: /// Alex R. Montenegro, F'.E 1310 Neptune Drive, Boynton Beach, Florida 33426 Boynton Beach (561) 736 -4900 • Pompano Beach (954) 941 -8700 • FAX (561) 737 -9975 9426 NUTTING PG ENGINEERS Depth Feet 2 15 / OF FLORIDA, INC. Established 1967 Description of Materials Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering • Inspection • Testing TEST BORING REPORT Brown loose fine SAND, trace of root Brown loose fine SAND with limestone fragments Tan LIMESTONE with fine sand Test Boring terminates @ 15 feet. • Penetration - N Value 0 10 20 30 40 50 60 70 80 Blows 90 N Sampler Ca e • ■._�,,, 1/2 1/2 3/4 4/4 22130 V P PIIPP28/30 il 30 27 25/15 15/15 15/17 10/10 12/15 15/15 16/26 31/33 Niii 30 57 Client: RAS Engineers and Consultants Project Name: Scott Bluestein Residence Two Story Addition Project Location: 9329 NE 9th Ave., Miami Shores, FL Hole Location: Approx. 10' E. and 2' S. of the NE House Corner Driller: M. Drain Elevation Reference: Approx. 6" above Road Crown Casing:Diameter: 3" OD BX Flust, Couple Sampler.Diameter: 2" OD x 2' Split Spoon Groundwater depth:lmmediate: 6' SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. Order #: 422.1 Hole #: 2 Date Started: 11/24/03 Date Completed: 11/24/03 Hammer WT: 280# Fall: 24" Hammer WT: 140# Fall: 30" by: /J � i ( < i! P` . Alex R. Moritene .o, P.E. 9426 :c� 1310 Neptune Drive, Boynton Beach, Florida 33426 Boynton Beach (561) 736 -4900 • Pompano Beach (954) 941 -8700 • FAX (561) 737 -9975 60 50 40 30 20 10 00 RELATIVE DENSITY SAND SPT N -VALUE (blows/ft.) SOIL CLASSIFICATION CRITERIA RELATIVE DENSITY 0-4 5-10 11 -29 30-49 >50 100/6x, Very Loose Loose Medium Dense Very Dense Refusal PARTICLE SIZE Boulder Cobble Gravel Sand Silt Clay >12 in. 3 to 12 in. 4.76mm to 3 in. 0.074mm to 4.76mm 0.005mm to 0.074mm. <0.005mm UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART COARSE - GRAINED SOILS (more than 50% of material is larger than No. 200 sieve size.) GRAVELS More than 50% of coarse fraction larger than No. 4 sieve size Clean Gravels (Less than 5% fines) �A GW iw Welt- graded gravels, gravel -sand mixtures, little or no fines 'lc! Poorly - graded gravels, gravel -sand - GP mixtures, little or no fines Gravels with fines (More than 12% fines) GM Silty gravels, gravel - sand -silt mixtures GC Clayey gravels, gravel- sand -clay mixtures SANDS 50% or more of coarse fraction smaller than No. 4 sieve size Clean Sands (Less than 5% fines) SW Well- graded sands, gravelly sands, little or no fines • SP Poorly graded sands, gravelly sands, little or no fines Sands with fines (More than 12% fines) SM Silty sands, sand -silt mixtures SC Clayey sands, sand -clay mixtures FINE- GRAINED SOILS (50% or more of material is smaller than No. 200 sieve size.) SILTS AND CLAYS Liquid limit less than 50% SILTS AND CLAYS Liquid limit 50% or greater ML CL OL MH CH OH Inorganic silts and very fine sands, rock flour, silty of clayey fine sands or clayey silts with slight plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays SPT N -VALUE (blows /ft.) >2 2 -4 5 -8 9 -15 16 -30 >30 SHEAR STRENGTH CLAY UNCONFINED CONSISTENCY COMP. STRENGTH (tons /fL2) >0.25 Very soft 0.25 -0.50 Soft 0.50 -1.00 Medium 1.00 -2.00 Stiff 2.00 -4.00 Very Stiff >4.00 Hard DESCRIPTION MODIFIERS 0 -5% 6-10% 11 -20% 21 -35%, >35% Slight trace Trace Little Some And Determine percentages of sand and gravel from graln -size curve. Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse - grained soils are Classified as follows: Less than 5 percent GW, GP, SW, SP More than 12 percent GM, GC, SM, SC 5 to 12 percent Borderline cases requiring dual symbols PLASTICITY CHART Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous tine sandy or silty soils, elastic silts Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity, organic sifts HIGHLY ORGANIC SOILS Air t PT Peat and other highly organic soils PLASTICITY INDEX (P1) ( %) ■mu m ®/i■ vPI A LINE =t MH&OH 111111.111111•111111111 _ ML80L ■11..11 r0 00 30 40 50 60 70 LIflUID LIMIT (LL) ( %) 80 90 -100 LABORATORY CLASSIFICATION CRITERIA GW D60 D30 Cu D30 Cc _ than 4; - between 1 and 3 D 10 010 x 060 GP Not meeting all gradation requirements for GW GM Atterberg limits below "A" line or P.I. less than 4 Above "A" line with Pt, between 4 and 7 are borderline cases requiring use of dual symbols GC Atterbero limits above "A' line with h P.1. greater than 7 SW D60 D30 Cu Cc = greater than 4; _ between 1 and 3 D 10 D10 x D60 sp Not meeting all gradation requirements for GW SM Atterberg limits below "A" tine or P.I. less than 4 Limits plotting in shaded zone with P.1. between 4 and 7 are borderline cases requiring use of dual symbols. SC Atterberg limits above "A" tine with P,1. greater than 7 Determine percentages of sand and gravel from graln -size curve. Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse - grained soils are Classified as follows: Less than 5 percent GW, GP, SW, SP More than 12 percent GM, GC, SM, SC 5 to 12 percent Borderline cases requiring dual symbols PLASTICITY CHART Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous tine sandy or silty soils, elastic silts Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity, organic sifts HIGHLY ORGANIC SOILS Air t PT Peat and other highly organic soils PLASTICITY INDEX (P1) ( %) ■mu m ®/i■ vPI A LINE =t MH&OH 111111.111111•111111111 _ ML80L ■11..11 r0 00 30 40 50 60 70 LIflUID LIMIT (LL) ( %) 80 90 -100 LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Nutting Engineers of Florida, Inc. are conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of Nutting Engineers of Florida, Inc. are a valuable and integral part of the design and construction teams, we do not warrant, guarantee or insure the quality or completeness of services provided by other members of those teams, the quality, completeness, or satisfactory performance of construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test boring; test pits are sometimes employed. The client may realize benefits through the excavation of test pits and other forms of evaluation whether such work has been explicitly recommended or not in Nutting Engineer's report. Such methods may be more likely to identify buried debris than small diameter discreet soil borings if exploration in the area of such debris is performed. The method of determining the boring location and the surface elevation at the boring is noted in the report. This information is represented on a drawing or on the boring log. The location and elevation of the boring should be considered accurate only to the degree inherent with the method used. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transition between soil strata is often gradual. Also, the N- values may not represent the actual hardness of rock formations due to numerous solution holes within the formation. If formation hardness is of critical concern for proposed site activities such as excavation, supplemental evaluation through the performance of test pits and /or profile piling would be prudent, as appropriate. Water level readings are made at shy times and under conditi ors -Mated on the boring logs. Water levels change with time, precipitation, canal levels, local well drawdown and other factors. The borings must be interpreted by a Professional Engineer familiar with local soil conditions. NUTTING ENGINEERS OF FLORIDA. INC. ESTABLISHED 1967 LABORATORY AND FIELD TESTS Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determinations actually made. ANALYSIS AND RECOMMENDATIONS The geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as a construction specification. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, the geotechnical engineer should be contacted so that field conditions can be examined and recommendations revised if necessary. The geotechnical report states our under :standing as to the . location, dimensions and structural features proposed for the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to the geotechnical engineer so that the geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. CONSTRUCTION OBSERVATION Construction observation and testing is an important element of geotechnical services. The geotechnical engineer's field representative ( G.E.F.R.) is the "owner's representative" observing the work of the contractor, performing tests and reporting data from such tests and observations. The geotechnical engineer's field representative does not direct the contractor's construction means,. methods, operations or personnel. The G.E.F.R. does not interfere with the relationship between the owner and the contractor and, except as an observer, does not become a substitute owner on site. The G.E.F.R. is responsible for his/her safety, but has no responsibility for the safety of other personnel at the site. The G.E.F.R. is an important member of a team whose responsibility is to observe and test the work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD ELEVATION CERTIFICATE SECTION A PROPERTY 1- SIFORMATION BUILDING OWNERS NAME Mr. & Mrs. Scott 1trtmsltein BALDING STttl rEr ADDRESS (fncWfaig Apt.. Unit. Sucre. suitor Bldg. No.) OR P.O ROUTE ANO BOX NO. 9329 N.E. 9 Ave. STA, Miami Shores PROPERTY DESCRIPTION (Lot and Block Na unbars. Tax Parcel Number, Legal Description, ) Lot 6 MARILYN HEIGHTS PH 41. PG 8 BUILDING USE (a g.. Res tai, Nal-resklandal, Arm Accessary. erlsc. Us* a Ccomacals mead neeee ) Residential O.M.B. No. 3067 -0077 Expires December 31, 2006 Fle Co moony NtAIC Nuarba r Z PGOOE 331 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM ( AV - -SLY or MAMMA) (_J MAO 1027 J_.( MAD 1003 • GPS Li teas Quad Map otiwg SECTION 8 - FLOOD INSURANCE RATE MAP INFORMATION 81. NPIP COMMUNITY MAME & COMMUNITY Nt DER 82 ldtiami Shares 17t}6.I2 Dadsk 1 83- STATE Flo -ri4a But, MAP AMU PANEi. NUMBER 1202500093 85. SUFFIX J DATE 1 -20 -9 87. ARM FAlNO. DATE 3- -94 OIL FLOW 89. BASE FLOOD ELEVABONI(S) garreAO.use depth or 810. Indicate the sourced the Base Flood Elevation data or trasetarod depth endured in 89. 1-4 FM Profits Lip FIRM t—.i Community Determined LA c ) - 811. indicate the eievatibn datum used for the ` In-89: j AIGVD 1S29 1__1 NAVD Ogler ( ) • 812.1s the buidng located In a Coastal Barrier Resources System (CORM area or Otherwise Protected Area (OPA)? ),—! Yes j No Designation Date; SECTION C - BUILDING ELEVAT C1. Building elevations are based on LAConstsuaton Drawings' 1- -)Budding Under Ccmstructiore L finished Construction *A never Elevation Crete wlg be recce when construction oldie : is complete. 02. Building Diagram Number 1 the » ,;, , X most sknitar to the *. <' for Which this certificate is being completed - see pages 6 and 7. If no diagram accurately repay the building. provide a sketch or photograph.) . C3. E- legions — Zones Al -A30. AE, AK A (with BFE). VE, V1 -V30, V (with BFI). AR, ARIA, ARME, AR/A1 -A30. ARIAH, AR1AO Complete Items C3.0i below according to the building diagram In i% C2. Stale the datum used. if the dak rn L5 ,+ ° from the datum used for the Bhp In Section S. convert the datum to that used for the LIFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 c Section G. as appmpdate, to document the datum conversion. Datum NGVD29 ElevMion reference mark used B-6 2 Does the elevation reference mask used appear on L4 Ye® On Na O a) Top of bottom Boor basement.or enclosure). 15 . B C L(m) 1 Cr by Top of sit'', ..w Saar VA 1L aS O a) Bottom of loviest horizontal stns member (V zones only) 14/:A,-;.., Um) O d) Attached garage (top of slab) NSA Um) O e) Lo West elevation of machinery 8ry ardor , .. .:, 1 N /A. servicing tlaa bu== s, (Describe in a Comments } .�.- LL(m) O t) Lowest adjacent (finished) grade (LAG) 12..9.- L(m) O g) Ft's adjacent (finished) geode (1-IAG) 13 11-(m) O h) No. of pennenent openings (il0od vents) within VII above grade N/A O I) Total area of Tl0N permanent openings (flood vents) in C3h sq. In. (sq. an) PLS # 4368 11- 4-2003 SECTION [t - , tfEY » _ -: ARCHITECT CERTIFICATR2R This certificatien is to be signed and sealed by a land surveyor, engineer, or ardldec t authorized by bw to ray elevation information. I certify that the Information n Secmms A. B and Con this certificate secrn3sents my beat efforlste!idopnct the data amiable 1 Linde/Stand that any false stakenent may be punishable by i'ne or imprisonment under 18 US. ..: Section 1001. DEMMER& NAME UOENBE NUMBER 4368 Fla. COMPANY NGonna wide Land Surveyors, Inc. So th Florida 7"93082 33082 -3271 - DATE IMPORTANT: In these st», vapy the corresponding Information, ; > r f q. CAP BUILDING STREET AtrDREN (i lg Apt, fu te,acdlor � No.) tRRt. ROUTE AND BOX R Y: Pokey Number arif STATE ZAP COVE Quemoy otArO Number SECTION SURVEYOR,,ENGINEEK OR AI CHt1ECTCERTIfCAT ON`(CON1iN U)) Copy both sides this Elevation Certificate far (1) coomunity Official, ( nce agenticoMpany, and (3) CONWENTE SECTION E e BUILDING ELEVATION INFORMATION (SURVEY NOT For Zone AO and Zone A (without BFE).. carnpiete Item El. through E5. If the Eisvatlan Comte is intended for use as supporting information for a LOMA or L€7 -F, Section C must be completed. E1. Building INagram N u m b e r . ( S e a t e d the ` .; d i a g r a m most s e r l a r t o the f , , br which this certificate k; being compieterl – ses pages S and 7. If no diagram ac curateiy the.buiktrhg,.provide a stretch or photograph.) E2.1Ite top of the bottom floor (incl ucirvg' i eerdo twe) (it the bit is 1 1 trri) -j—L:1 tr9. (cm). i---1 above or LI beime ( ^-�) the highest ;air.: } -J+:. grade. (the nature: ) lam. For Building tears 6-8 wfits openings (see pa 7), the note higher floor or elevated mar ( : ; , .. r; b) of the building is L_1-1 ft im) L1-- -1 (cm) abchve the higheldadjacent grade. Complete Items C3i and G3.i c n front of form. E4- The tcp Ode/ Phitt0011 01 g is I 1 It (m)1 1 1 h- 041_1 above or LI bekvm (check one) the highest graded (Use natulatgrade. if avaltable.) E5. For Zone AO only If no hood depth number is evegabte is their* tithe bosom hour elevated in accord with the communityfs ? Y iiiikaisNit The local 71st„„; this fitCalThatiOn In Section G. The prcsverly mew as „ ... the - toot of : "- PROPERTY OWNERS OWNERS AUT - ADDRESS SecAoris A, R C (lIE s C3.b end Monty), ty), and E for zone A 'trot sign theree. ?lam sialorlenta h *atlas A, Et, G and EafeCOMMSADs A mu STATE W COM SIGNATURE DATE TELEpliONE COMMENT'S Li Check here s atleclunents section a,- . The local oti#Aat who is aut4horfzecl by law or ordnance to administer the community's tloodpte6n nraM.SemeM OldinanCe can Sections A, 8, C.(or E). and G of this Certificate. G1.1�1 Theinfomiation is Section C was taken b±ornielher documentation engineer, or architect who Is authorized_ try state or law to elevation data in the Comments. area below.) G2. u A community official corm Sedinn E for a binding local in Zone A (without a FEMA -iasued or community-issued tai or Zona AO. G3.1111* 111* following information (Items G4-G9 is provided for community fbodpiabs management purposes. end sign below. signed and embossed by amused surveyor. (Indkate the scum and of the G4 PERMIT NUMBER G5. DARE PERMIT ISSUED GS DATE CERTIFICATE OF, ANCY ISSUED G7.-This permit has been Issued for: LA New Construction "__1 Substantial improvement G7 floor r � the GS. BFE or (in Zone AO) depth of a f. t i °- ;,ss -at the # #i' c3' die br OCAL OFFICIAL'S COMMUNITY NAME SIGNATURE COMMENTS TM .E (In) (,n) Datum: [ togs) IELEPHOrE FEMA Form -31, January 2003 Cthack there enachmenis enlaces at previous editions Date: 4/13/04 Morris A. Shashona, P.E. Maurice A. Shashoua, P.E.,L3gineers and Consultants, roe. 1908 NW 112 Avenue 4141 North Miami Ave. Suite 202 Miami, FL 93127 Coral Springs, F1. 33071 (954) 753T ctor Is responsible for confirming dimensions et The Jebsite, information that p s solely to the fabrication processes or to the means, methods, techniques, • License Nos. EB526cr a.-lure of cor .truction. This review is only for general conformance with the design concept and the intonnetfes give in the Construction Documents. Corrections or comments made an the shop drawings do not relieve the contractor from compliance with the requirements of the plans, specifications and code requirements. Review of a specific item door not Imp revie of an assembv f which the item Is &component Atlantic Truss Co. Inc. Job Review.; 740 O COO as Corrected" J Revise and Resubmit Customer: RAS ENGINEERING 0 se {I . Address or BLUMSTEIN ADDITION Name: Lot/Block 9329 NE 9th AVE. Revi Ayj es Section or Subdivision: City or County: MIAMI SHORES Lic. #: Building Code: Florida Building Code, 2001 ifrIeN r 2319.17 -2 Loads in P.S.F. (L Otherwise Noted): Top Chord Live Top Chord Dead Bottom Chord Live Bottom Chord Dead TOTAL Duration Factor 01,14-41 4,4-1( ROOF FLOOR 30 40 15 10 0 0 10 5 l� 55 55 1.33 1.00 Wind Speed 146 MPH Computer Program Used ALPINE 6.39 This package includes a Truss Index Sheet and 12 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss componen �s ktemin ii , ie suitability and use of these trusses for any building is the m+ responsibilit '2 the ;. To., 6 igner. Res Morris A Maurice Ate' License Nos.�1$ -` ntiEN" APR 1 3 2004 Bearing Information Atlantic Truss Company 850 NW 61st Street Fort Lauderdale, Florida 33309 Phones (954) 491 -3310 Fax: (954) 941 -8237 Layout #: 8740 Plan #: Date: 04/13/2004 Job Info: BLUMSTEIN RES 9329 NE 9 AVE, MIAMI SHORES Builder: RAS CONSTRUCTION Salesman: WALK IN Profile Qty. Plys Span Desc. Seq.# Brg# Reaction Uplift 4 1 17'0 "4 A2 22050 1. 936.14 2. 936.14 785.00 785.00 6 1 15'0 "12 B1 1. 828.44 22055 2. 828.44 693.00 693.00 1 2 15'0 "12 B20 22057 1. 3864.50 2. 4345.37 3249.00 3650.00 6 1 10'8 "4 D1 1. 587.81 22060 2. 587.81 488.00 488.00 1 2 10'8 "4 D20 22064 1. 2595.21 2. 3261.13 2183.00 2738.00 8 1 17'0 "4 Al 1. 936.14 22043 2. 936.14 781.00 781.00 11'4 "4 V1 22066 1. 1248.96 947.00 1 1 7'4 "4 V2 22070 1. 808.96 6'11 "12 V4 22078 1. 767.71 1 1 3'4 "4 V3 22072 1. 368.96 1 1 2'11 "12 V5 22074 1. 327.71 587.00 559.00 205.00 180.00 RAS Engineers and Consultants, Inc. 4141 North Miami Ave. Suite 202 Miami, FL 33127 The Contractor fs responsible for confirming dimensions at the jobsite, Information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedure of cor .truction. This review is only for general conformance with the design concept and the information give in the Construction Documents. Corrections or comments made an the shop drawings do not relieve the contractor from compliance with the requirements of the plans, specificafons a d code requirements. Review of a specific item does not imply review of an as e' bly f which the it :m is a component. ti ti Rejected 0 Submit Spec Review by: ❑ Furnish as Cnrreeted o Revise and Resubmit Date: `i it/o PAGE 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2004 Mechanical Permit Permit Number: MC2004 -56 Page 1 of 1 Applicant: SCOTT BLUMSTEIN Owner: BLUMSTEIN SCOTT JOB ADDRESS: 9329 NE 9 AVE Contractor CLIMA CONTROL Local Phone: 305 - 266 -6721 Parcel # 1132060010060 Contractor's Address: 19990 N. W. 83 CT. Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -5787 Building Fee $240.00 FEE2004 -5788 CCF $4.80 FEE2004 -5789 Training and Education Fee $1.60 FEE2004 -5790 Technology Fee $6.00 FEE2004 -5791 Notary Fee $5.00 Total Fees: $257.40 Total Fees: $2 /,. Total Receipts;_ 0.00 a 01, LID JUN 1 PAID Permit Status: APPROVED Permit Expiration: 10/18/2004 Construction Value: $8,000.00 Work: INSTALLATION OF HVAC DUCT WORK AND EQUIPMENT Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • 1141AM4 SHORES: VILLAGE . BUILDirsia !DEPARTMENT .X05-795-2204 Bi3i1ding IriSpeCtion Request \ AP • Date '471,pe Insp7n i'ernrit No. Nam. Address, • company Phone ir Inspection Date Approved COITeCtiPn • • roe. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 1*-4 C 2,®O4 -5 . Master Permit No. c90O41— 350 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) „L/M„ 5TE/ /1/ Phone # Owner's Address 9 .q' A/. E. 9'' 4,i/tit City /11/A/Y) / 50401ZES State FZ_. Zip 33/.58 Tenant/Lessee Name Se co r T 3 Lai? 7 5,TE /n/ Phone # Roofing Job Address (where the work is being done) 9;5,29 N. . 9447 ih■Cialit City bkami Shores Village County Miami -Dade Zip /38 Is Building Historically Designated YES NO Contractor's Company Name (14//r)4 COA/r OC.. m#' - Phone # (3d,��p(�- 6,702. / Contractor's Address /gq 9'd Coale r' City i49W4-1-/ State PL. Zip 33t)/ 5 Qualifier TeX. t • AieAZ /E..e. Architect/Engineer's Name (if applicable) ?45 EN j / /E7?$ Phone # . s"-A9. - 9939 $ Value of Work For this Permit BDL)D, vJ Square Footage Of Work: Type of Work: ,ddition ['Alteration :New 0 Repair/Replace ❑ Demolition Describe Work: //1/5744, j/ p/1/ Ot gi/Ai iwc r4.A-'D,Qz Ai7/D EQiJ, P4/01/7- * * * * * * *** * * * * *** * * * * *** * * * ** Fees * * * * * **** * * *** * * * *** *** * * * ** Submittal Fee $. SO -00 Permit Fee $ QQLA/I CCF $ t Pp CO /CC Notary $ • 0 6 Training/Education Fee $ 6 , QO 1) Technology Fee $ t , Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ D 'X, V (Continued on opposite side) Bonding Co'mpany'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 ELE TRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, TC OWNER'S 'AFFIDAVIT: I certify that all the foregoing information is accurate and that all ork will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMME CEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU TEND TO OBTAIN FINANCING, CONSULT', WITH YOUR LENDER OR AN ATTORNEY BEFORE RE ORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated vci�ue exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law irochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com encement 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 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. Signature The foregoing instrumen day of41 Fri NOTARY PUBLIC: Sign: Print: My Conmiission Expires: Contractor was ackno ledged befo me this ,2 1 0®1, by who is personally kno ' + to me or who has produced NOTARY PUB Sign: Print: as i entification and who did take; i oath. • CI: o ireS: Atlntl@ i s. Mg Co;, kW: My Commission ********************************************* * * * ** * * * * ** * ** * * * * ** *** * * * *** ** (Certificate of Competency Holder) State Certificate or Registration No. n4a 057343 Certificate of Competency o. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPL CAION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL)0 6:11Sr4i) ,, : DRINKING FOUNTAIN SERVICE SIZE IN MPS DUCT WORK /0,44#41c.50,'(/ % . FLOOR DRAIN SERVICE REPAIR/NETER CHANGE 1) REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP • UNDERGROUND TANKS LAVATORY OVEN ABOVE (MOUND TAMCs LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATIONa 1 SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES - ' • A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS • LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA ' RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RAKE METER. SET (GAS) GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2004 Electrical Permit Permit Number: EL2004 -95 Page 1 of 1 Applicant: SCOTT BLUMSTEIN Owner: BLUMSTEIN SCOTT JOB ADDRESS: 9329 NE 9 AVE Contractor SANDERS ELECTRIC INC Local Phone: 305 - 624 -1003 Parcel # 1132060010060 Contractor's Address: 3915 NW 164 ST Legal Description: 6 53 42 MARILYN HGTS PB 41 -8 LOT 6 LOT SIZE 75.000 X 128 OR Fees: Description Amount FEE2004 -5792 Building Fee $297.50 FEE2004 -5793 CCF $5.40 FEE2004 -5794 Notary Fee $5.00 FEE2004 -5795 Training and Education Fee $1.80 FEE2004 -5796 Technology Fee $7.44 Total Fees: $317.14 Total Fees: $3.14 Total Receipts: $ :60 a' L I \( Permit Status: APPROVED Permit Expiration: 9/27/2004 Construction Value: $8,500.00 Work: ROUGH WIRE OF ROOM ADDITION & SRV UPGRADE Signed: (INSPECTOR) JUN 1 1 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department BUILDING PERMIT APPLICATI FBC 2001 [ECED V ED MAR 3 1 2004 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Ft 2000 4 —q5 Master Permit No. CC/ -° ` 5 ° Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) k niiiE 4 &OTT SLOtrerr Li Phone # 312‘. 7 sb — q 1 1 9 Owner's Address Q 3Z,�r m` . 1 h. City l Lh trh 1 %woes State 1 L, Zip 3) [ 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) .61-Pi N IE ,q DJ-SE- City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO I---- Zip Contractor's Company Name E � E ±X k'2 Phone #C (2 - Li s Contractor's Address 1-41.5 1\.W Vo4 City M qo State R Zip Qualifier / c') 1 Architect/Engineer's Name (if applicable) Architect/Engineer's Address City State Phone # $ Value of Work For this Permit SSD °. OD Zip Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: DAddition EJAlteration DNew ❑ Repair/Replace ❑ Demolition Describe Work: X f^- --1 [ 'S7► i up 4>F ,c J Y i * * ** ** * * * * ** * * * ** * ** **** Fees ** * * * * ** * * * ** * * ** * * * * ** * * * * *** County Escrow Fee $ (to - Permit Fee $ ;Z 7', ior—e Notary $ U Education/Training Fee $ (e 0 Tech $ a Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ jp I a 1 (Continued on opposite 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I commenced prior to the issuance of a permit and that all work . will be performed to meet construction in this jurisdiction. I understand that a separate permit must be secured for ELE WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ET OWNER'S4FFIDAVIT: I certify that all the foregoing information is accurate and that all wo applicable laws regulating construction and zoning. "WARNING',, TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN CONSULT 'I WITH YOUR LENDER QR AN ATTORNEY BEFORE REC COMMENCEMENT" Notice to Applicant: As a condition to the issuance of a building permit with an estimated valu promise in good faith that a copy of the notice of commencement and construction lien law br whose property is subject to attachment. Also, a certified copy of the recorded notice of comme for the _first inspection which occurs seven (7) days after the building permit is issued. In t 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: Signature rtify that no work or installation has the standards of all laws regulating CAL WORK, PLUMBING, SIGNS, k will be done in compliance with all MENT MAY RESULT IN YOUR ND TO OBTAIN FINANCING, RDING YOUR NOTICE OF exceeding $2500, the applicant must chure will be delivered to the person :cement must be posted at the job site e absence of such posted notice, the The foregoin day of trument 20 who is personally known t as id Contractor ckno ledged before me this 31 by f ff Sa606, me or who has produced;- tification and who did take an oath. NOTARY PUBLI Sign: Print: My Commission E 1 Var •,1 ` res: Jul 13, 2007 (Certificate of Competency Holder) State Certificate or Registration No. (1 D 1 Certificate of Competency * * * * * * * * ** ** **** * * * ** * * * * ** * * * * * * * ** * ** * *ak* * *** *• * * * * * * * * * * * *. * * * * * ** APPLICATION APPROVED BY- Chc7/7 /03 Bonding Co., Inc. * * * * * * * * * * * * * * * * * * * * * * * * * *** *.. ee�° Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT 1q FEE °f ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 3$ 04. CENTRAL HEATING DISHWASHER RECEPTACLES 30 ,[ Am (WHO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS USD. f F DUCT YORK FLOOR DRAIN SERVICEeREPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUP TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0— 1 HP STEAM BOILERS EWER MOTORS QVER 1— 3 If _ HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3— 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5— 8 FP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8— 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10— 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES -- A/C WINDOW RE INSPECT ION WATER SUPPLY TO: AIR CONDITIONERS 'TO 4 of A/C UNIT - STRIP HEATER HERB' I0 FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER —NEW INST. GENERATORS TRANSFORMERS HEATER— REPLACE GENERATORS TRANSFORMERS __ -- —41 t ''''' LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY —SEWER SIGN TIME CLOCK UTILITY —WATER FIXTLRES SEPTIC TANK ANTENNA ' RELAY TELEVISION OUTLETS ORAINFIELO, 4" TILE/RES. - VIOLATION PUMP & ABANDON SEPTIC TANK RE I NSPECT I ON SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET 0 SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING