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BP-04-355rvi Slog BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address Ct40 q S� City M cyvl h uyt State ">t . Tenant/Lessee Name Contractor's Company Name 4L_ A t D l �� $ Value of Work For this Permit Miami Shores Village Building Department 10050 N.E.2nd . 33138 Tel: (305) 9 »�i ; ' H68 S 2 Electrical * * * * * * * * * * * * * * * * * ** Job Address (where the work is being done) T' 9 ? J T City Miami Shores Village County Mian,Dade Is Building Historically Designated YES NO Contractor's Address (C)C:j(D -4-) I 2 -4- 5� City P Ni i a [ State Qualifier C9 c 5 S rte/ 1 Y1 . S S State Certificate or Registration No.�`C (DabS 7 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ° Alteration [New ❑ Repair/Replace 0 Demolition Describe Work: 7 ( F :e Mechanical Roofmg Porr Phone # Zip 34, Phone # Phone # Permit No. - zscr r Permit No! 6 "" 3 5-5 - Zip a0—j Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** X68 — cz, 2 9 - ( , Submittal Fee $ Permit Fee $ >' ` . $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $. Zoning Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** ******** * ** ** ***** * * * ** ********* * * **#+k k******************* ** ***** ******* * ** *** ** ** * ** * *** / "' /7-ay /7-ay Plans Examiner Engineer Zoning ECEPVED NOV 3 3 2004 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): ( Building Electrical Plumbing Mechanical Roofing Phone # 3C) - 7S - 55 - �1. Owner's Name (Fee Simple Titleholder) Owner's Address el 6 p E City "ate° SV®ge > State '4 Zip 33.3 Tenant/Lessee Name Phone # Job Address (where the work is being done) t 0 J2G qt) sekteek - City Miami Shores Village County Miami Dade Zip 3 \ 3 GIs Building Historically Designated YES NO iclok V12-! Contractor's Address e-105 Pe. 0 Sk' e - City ✓✓I AC/AAA., State Zip 331.3?) Qualifier 6L vC iee( Contractor's Company Name Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit 4- fl 900 d Type of Work: ❑Addition ['Alteration Describe Work: ( pc,,,,e -. S. /0 on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 6f oU - ) u q Master Permit No. ge-260 4 ° Training/Education Fee $ V. 4'0 °e Now Due $ IDN Permit Fee $ 6C2 CCF $ r a ld Technology Fee $ bmittal Fee $ tary $ $ e Enforcement $ Structural Plan Review. $ Radon $ Phone # 30( °q4z ° gr47 Square Footage Of Work: ❑ Repair/Replace ❑ Demolition Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged • Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ********************* * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 10/14/03 Signature Contractor The fore ing instrument was a knowledg efore me this day of 20by� who is personally kn to me or who has produced entification and who did take an oath. NOTARY PUBLI Sign: Print: . My Commission Ex oe°: Engineer Zoning 07 * * *cu * * * * * ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOV 0, 4 Y0Q4 Plans Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /16/2004 Applicant: GEOFREY Owner: JOB ADDRESS: 90 Parcel # 1132060130890 NE 98 Building Permit Permit Number: BP2004 -1447 DORNEY ST Contractor PAUL KAWALEK ROOFING CO Contractor's Address: Local Phone: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: FEE2004 -11317 FEE2004 -11318 FEE2004 -11319 FEE2004 -11320 FEE2004 -11321 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Total Fees: Amount $200.00 $1.20 $5.00 $0.40 $5.00 $211.60 Total Fees: $211.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/2/2005 Construction Value: $1,800.00 Work: STORM PANELS 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: I-C Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 02- 1120.02 This letter authorizes to use our 22ga. Panels under number 02- 1120.02 to be used at the following job: Sincerely, Victor V. Cruz Enrique Revilla President or Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 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 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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,h`est� ct Building Official. This NOA consists of this page 1 as well as app afid '1a1D►�alt m�4n Toned above. The submitted documentation was reviewed by YY y ► kar .E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 °RODUC r MARKING (LOCATION OPTIONAL) 0 - { 1312' -11315' rG 1315' I -j 1312' r _ ROLL) I- 1.181' 12500' PANEL COVERAGE 14.438' PANEL LENGTH '4 x 3 4 ' 5.5. STUD - Q X 0.125' --II • 1 1,500' �,,,_ TYP. MAX 0.150' 0 STUDDED ANGLE O STORM PANEL 0.125' TYP. I 1.00 MIN. 5.000' MAX. ® BUILDOUT /CLOSURE ANGLE GENERAL NOTES: I. THIS S1- UTTER SYSTEM WAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE'DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN CCORDANCE WITH THE GOvERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE WITH TI-I15 PRODUCT, THE USE OF A DIRECTIONALITY FACTOR Kd =0.85 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. S. PERMIT HOLDER 51 -1ALL VERIFY THE ADEdJACY OF THE EXISTING STRUCTURE=_ TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL SE 229a STEEL (GALVANIZED THICKNESS t =0029' MIN) CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 80. G50 GALV_ COATING WITH A MIN. Fy =920 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADS COUNTY PROD. CONTROL APPROVED 8. STORM PANELS WAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS 514010•1 ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CRC), OF MIAMI, FL, TEST REPORT No. 02 -041. I0. TOP a BOTTOM DETAILS SiHOUN MAY BE IN T ERC:;ANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. Il. ALL BOLTS a WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. - I.181' -I PRODUCT MARKNG (LOCATION OPTIONAL) ROLL BACK 1312' r 1 I T- 1139a TYP It 0.05I8 rGALV STEEL, in 1 GRADE 50) 1.00' 100' MIN. 5.000 MAX. O J -PAN CLOSUR m IA 0 r .063' I--- 1.931' --I 13 TOP 'H' TRACK '4 -20 5S. SIDEWALK OR MACHINE BOLT I WASHERED WINGNUT m 24' O.C. TYP. IS GA. GALV. STEEL BENT PLATE (00418' BUM THK) OR 2'x2'x.I2S' 6083 -T6 ALUM. ANGLE BUILD -OUT DISTANCE EXISTING CONCRETE, HOLLOW BLOCK OR WOO FRAMING. �2.043' U- 1815' 0.093 0.015' 1 0250' I - 1181' --I I•, HEADER O ' 0.063'- 0 0350' 0 � 4-0.050 0.085'41 0250' 0865 WAS) -IERED WINGNUT 10 (ZAMAC 3 ALLOY) - -2:061' -- 1.535' in 0.093' r j 1 '( 1.00' 14 BOTTOM 'H' TRACK C CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ®OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER s B O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GRATER THAN 8lpar, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS 6 10' O.C. BUILD -OUT MOUNT CLOSURE DETAIL G NT5. 0.063 O 'U' HEADER 025' MAX 2.00' MIN. 6T:\ KEY) -TOLE WASHER GALV. STEEL GRADE 50 (USE 6 OF/ICNAL, REQUIRED ONLY FOR USE WETN TRUSS HEAD ANGIOUS . CALK -NI • 15 TOP 'U' TRACK 1000' 0 W 110 3315' MAX. - 0315iir v'i315' O.l89' 11 I a ., L ©0' 90 Tiv 03 02' - 65 0b50' ® BUILD -OIT 'F' TRACK 025' MAX. EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 0.150' 0063' 0.125' 0388' 'I 0215' 0.191'� r I 1 0b55 Irk 4,000' 1000' x 0)25 0.06 TY t I 1.931' 0.063. 1 I 0053'- --lI- -- I } 5313' L0,053- BOTTOM 'U' TRACK E- (STING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.S. EMBED TRAP MOUNT CLOSURE DETAIL N.T.S. v BOTTOM MOUNT (CONN TYPE AS REOD) ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. 5 000' OVERLAP MINIMUM FASTENER 9 15 O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER '. ' THAN Slpsr, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS E 10' O.C. WIDTH UNLIMITED (PER. TO PANEL SPAN) TOP MOUNT (CONN TYPE D AS REO) OPONAL '4 -20 STITCH TS WITH WASHE WWGNLITS FASTENED 6 OVERLAPS a MIDSPAN 1LiiIhllhIIIII (USPAN SE APPRTABLE) OPRIATE PLAN VIEW BOL r P03I2' . " I \ R0.150' 'illtd.- (A-- TYPICAL MOUNT ELEVATION N.TS. TOP MOUNT (CONN1 TYPE AS READ) BOTTOM MOUNT (CONN TYPE AS RECD./ TYP. SECTIONS y MAY BEAT \ TOP .1 BOTTOM LAST PANEL TYPICAL P� BEFORE OBSTRUCTION F TI 4 OVERLAP OBSTRUCTION PANEL A5OVE 0315' MIN. EDGE DIST. BOTTOM jz i N Duo ij LOCATION / MAY VARY) !DOHA! TYPE O _ EXISTING CONCRETE, HOLLOW BLOCK OR =sop- FRAMING 025' MAX TYP. PANEL OVERLAP OPTIONAL . -20 STITCH BOLTS WITH WASL1ER WINGNUTS FASTENED s OVERLAPS s MIDSPAN (USE APPROPRIATE SPAN TABLE) © TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. Approved as complying with the rY ion iaa Bei ing C dcG a3 i?at� 2 2 t10A..- P ?Jc- Miami Wade Product Coming Divbio E3 r _A.../ r. FRANK L. BENNARDO, PE. 'PE0046549 REVISIONS DESCRIPTION CC{t.IrY COTT1ENT5 DATE V2103 SCALE: 3' = I' DRAWN BY: CL C1CC -KtD .' : FLB I- INI AIE: 11/18/02 DWG •: 02 -868 -III SHEET: I OF 4 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' J J a Ci AO tO t1 A 01 01 % 02 4t 01 (Q C1 081 cl S 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" , 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" T - 6" 2.75 2.24 Load W (psf) No Stitch Bolts L (ft) _ Stitch Bolts At Midspan Lnnax (ft) J J a Ci AO tO t1 A 01 01 % 02 4t 01 (Q C1 081 cl S 10'- 10' -5" 10' - 0" 9'- 9" 9'- 8" 9'- 5" 9' - 3" 9'- 2" 8' - 11" 8' - 10" 8 8' - 9" 8'- 3" T - 8" T - 6" T - 2" 6'- 9" 6'- 0" 5'- 4" 4' -10" 4' - 6" 4'- 1" EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCI -EDULE T3 BASED ON TYPE OF STRUCTURE) CI CONNECTION TYPti ANCHORS TO BE AT 12.5' OR 5 .25' O.G. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EDGE DIST. EXISTING GLAZING R`Q'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYPE OF STRICTURE E 0.500 "14 TEK SCREW OR 1 4 -2m MACHINE SCREW . NUT ° I6 o.C. (TYP ALL SM. CONNECTIONS REQ'D SEPARATION FROM GLASS (REF. TABLE T2) 0.500' EG EC 6 BUILD-OUT MOUNT SECTION NTS. 025' J W z a d O I- -I d1� U J _ X J IL 4) v4- 20X3'5.5. C2 CONNECTION TYPE MACHINE SCREW REFERENCE ANCHOR ° IT9' OC. SCHEDULE T3 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. EASED ON TYPE OF STRUCTURE. 1 a - 20 x 3 4' 5.5. MACHINE SCREWS ° 12.5' O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING •• TR MOUNT SECTION NTS. STUD ANGLE DIRECTION MAY BE REVERSED. AS `EM U') C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C2 C ONNECT ION TYPE REFER ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' EC , EGi - OPTIONAL SUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING EMBED LEG DIR MAY BE REVERSED EXISTING GLAZING O WALL MOUNT SECTION N.TS. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI-ED. BASED ON TYPE OF STRUCTURE. REQ'D SEPARATION FROM GLASS - (REF. TABLE T2) I 1 4-20 x 3 .' 5.5. -`-- ---- MACHINE SCREWS °12 .5' O.C. 025' AX 025' i MAX. O CE IL ING -/FLOOR MOUNT SECTION N.T$. J W m WF ow I.- J 0 W W W a X Z J IL 4) '. -2m 5.5. MACHINE SCREW W/ WINGNUT 0I25' OC. y2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C4 COI�lECTION TYPE N`I- 2RENCE ANCHOR SCHEDULE T3 FOR MAX SPACING Ca CONNECTION TY 5 REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING SPAN SCHEDULE NOTES: TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING EXISTING WOOD TRUSSES ° 24' O.C. MAX. R EQ•D SEPARATION FROM GLASS (REF. TABLE T2) TRUSS MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CI -IED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING O OFFSET WALL MOUNT SECTION N.T.S. I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. ( 'EXTERIOR I WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) 1, <'x2' EMBED LAG SCREWS ° EACH TRUSS (24' O.C. MAX) 4'x1/2'x0 ,0478' MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) 9 TRUSSES < 94 5.11.5 TO PLATE ® F,' O.C. BETWEEN TRUSSES Lmax 8' -0' (MAX SPAN) MAX DESIGN LOAD = .6D psr EMBED ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SU ACE CI CONNECTION TYPE ANCHORS TO BE AT 12.5' OR 625' OC. (R ANCHOR SCHEDULE T3 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY a ow o w Q Z Z ZW m Jam" J ZCD 1Z 0° U z Z w z wz w Z m LL Z 111 z m I U, UL Q 3 w Z � Z1 ' W ce ° cc) Z>'c() J LL v VJ Z 1 O 0 LL REVISIONS DESCRIPTION DATE eprrtv W 1E.ns 112103 SCALE: 3' • DRAWN BY- CL CHOCK =J T : FLE. PRIN 1 DAl E: II/15/02 DWG ': 02- 865 -III SHEET: 2 OF 4 EMBED C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI-ED BASED ON TYPE OF STRUCTUR C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0500' MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN SCHEDULE T2 EXISTING GLAZING 0 Real) GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) PENETRATION OR EMBED. . 4N A- a:, ar, +I A■1 Ad w ~ � �.I T- _ n EXISTING GLAZING EXISTING CONCI I ,~ HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O WALL MOUNT SECTION WALL MOUNT TRACKS, N.TS. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1365' Ca CONN TYPE ANCHOR SCHED. T4 FOR MAX. SPACING REO'D GLASS SEP. DIET. (SEE TABLE T2 FOR MINIMUM) 1365' CT CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING O HEADER/SILL MOUNT SECTION TRAP MCLXT TRACKS ON AN'f LE, N T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. PE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' 0 500' CS CONN ECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. LEG MAY BE BENT TO 30deg MAX LEG MAY BE BENT TO 30de, MAX OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING } GLAZING J N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS. N.TS. 0 �a +a' „ea'ev' +scam; mn lam, +: EXISTING GLAZING w EM13 PENETRATION OR EMBED ILI w 0 R=_O'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MO.NT (REF. DETAIL '5'). N T5. Gl CONNECTION TYPE -REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. G5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0.00' GT CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING MAX FASTEN EACH PANEL ADJACENT TO LAST PANEL S BOTTOM W/ (2) ELCO PANELMATES I (I) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM COMERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (1) HEADER END CAP 6 END W/ (2).14 EMS TO TRACK OPTION A: (3) '4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL O HEADER TRACK ISOMETRIC TOP TRACK, N.T.S. I'x0.30' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS ADJACENT PANEL TYP 129' COVERAGE - HEADEER e TOP, PER TYPICAL DETAIL - P' OVERLAP AV- 6' MAX TYPICAL 6' MAX TYPICAL OPT. A: 2'x2• MAX NOTCH IN LAST PANEL AROUND WINGNUT DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIR WALL. MOUNT (REP. DETAIL 'P'), N.T.5. OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) R SILL TRACK ISOMETRIC BOTTOM TRACK, N.T.S. LAST PANEL MOUNTED FROM INSIDE OF BLDG (2) 1 4 -20 55. STITCH BOLTS WI WINGNUTS EACH SIDE OF LAST PANEL ADJACENT PANEL OPT. B: (I)'., -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RE_O'D) (I) 1'x2'x0.0S2'x1 ANGLE 4) END W/ (2) '14 SM5 TO TRACK TOP 'H' -TRACK OR TOP 'U• -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK 'OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N 10 TO LEFT) OPTION 5: (2) ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS FRANK L. 8 , PE. 'PE0046549 z W V -nn J in Z Z >m -4_ -I-� Approved as emptying with the L nn// 0 4 Florida 7inTe IL CV Date DZvo3 � NOAlt 0. 0 7 Mimi Dade Product Contro' 0 IRY S r E / Q U • CI 2- 00 3 m(h ix � Z w 2 lL z !U Z x W I X O -tz 0 Q Z �Q( Wz 0Q Fsi u_ U' tu REVISIONS DESCRIPTION CLTYIENTb SHEET: 3 OF .4 DATE wrens SCALE: ” (UNA.) DRAWN BY: CL CHECKtL) bT : FLE PRIN I DA I E: 11/15/02 DWG ': 02- 565 -111 I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 218.00 Vcap (Ib) = 398.00 39 45 55 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" %�'�',� / 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x7/8" EMBED 7.5" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID -SET 4.5" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (1b) = 358 6.8" 65 10.5" 16.0" 4.4" 15.9" Vcap pb) = 249 Tcap (lb) = 358 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 72 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 11.2" 45 16.0" 16.0" 4.8" 12.6" 9.7" 4 ' 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 5.0" 65 6.0" 13.7 "e 6.7" 9.1" Vcap (lb) = 233.50 3.2" 72 4.7" 12.4" i O %/ 9.1" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 52' 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (lb) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOUD -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE 2.5" EDGE DIST. EXIST. STRUCT. 25" EDGE DISTANCE ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE SPANS UP TO 8.67ft CONN TYPE C5 C6 SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft 1ST RU( ANCHOR 16.0" LOAD 16.0" CONN TYPE ELCO TAPCON 45 CONN TYPE 16.0" 11.4" CONN TYPE (MIN 3320 PSI CONC) 55 16.0" 16.0" (psf) Cl C2 C3 C4 Cl C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 - 3/4" EMBED 6.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 10.1" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 5.3" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (lb) = 483.00 12.9" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (lb) = 475.00 5.8" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4"x7/8" EMBED 4.6" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 5.9" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 75' 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 12.5" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 92' Vcap (1b) = 429 '130 12.5" 16.0" 7.1" 9.2" 125' 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 92' 1/4" x 2" EMBED 9.1" 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 3.4" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONq * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (lb) = 56 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE 2.5" EDGE DIST. EXIST. STRUCT. EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE SPANS UP TO 8.67ft CONN TYPE C5 C6 C5 C6 CONCRETE 1/4" x 1 - 3M" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (1b) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00. 72 8.5" 16.0" 4.6" 16.0" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE DISTANCE EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (lb) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.7' 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (b) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (Ib) = 218.00 12.5" 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 58 130 6.25' 9.7' 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7 /8" EMBED 12.5" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOUD -SET 16.0" 6.0" '%a 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" • 5.9" 6.4" Tcap (Ib) = 358 11.2" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 Vcap (Ib) = 96.74 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 16.0" 39 12.5" 16.0" 16.0" 122" 12.5" 14.5" 7.3" 7.7" 6.25" 11:8" 5.1" 6.2" ELCO PANELMATE 5.5" 6.4" 49 12.5" 16.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 10.3" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" _ 6.25" 9.1" 3.4" 4.7" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI -BDULE BASED ON THE E E EXISTING STRUCTU MATERIAL C ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION( TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 7 1 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E__ INSTALLED IN ACCORDANCE WITH MANU R 9. WHET EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap pb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 8.1" 5.5" 3.6" %/ 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" YZ , 10.3" 10.3" 8.0" 5.5" 3.6" 6. WHERE LAG SCR FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G=0.S5 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. DESIGNATES R MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1, 2' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAT HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1©. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE TRAP (INSIDE MOUNT PANELS, TAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5 ,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" _ 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" Approved complying Vitt ib Florida 2 3 Dote . NOA# 0 Coatis) Da4e @' By FRANK L. BENNARDO, PE. 'PE0046S4S � nm 1 61 sn S IL W d Zx X04 0 1- = 4 m C. O 4 Z .� 0 � 0T ✓ (0 Lc, F O U U 9 z • z Z_w Wiz W Z LL Z m u_ E w REVIS DESCRIPTION DATE eouve- CO 1 NT6 SCAL =: N.TS. • DRAWN BY: CL CH -LlC-D BY: FLE PR1R7 - pATc: 11/1$/0[ DWG 02- 868 -111 SHEET: 4 OF 4 d ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE 0.75" EDGE DISTANCE 000M 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" % i Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" j/ 12.5" 16.0" 6.0" � ji Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" ' 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" '%a #14 x 1 - 1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1° 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" j Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" % f// 6.25" 10.4" jj 3.9" /i 6.25" 10.4" 3.9" 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6 "..,4.0" 52' 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOR NOTES: I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI -BDULE BASED ON THE E E EXISTING STRUCTU MATERIAL C ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION( TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 7 1 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL E__ INSTALLED IN ACCORDANCE WITH MANU R 9. WHET EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap pb) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 8.1" 5.5" 3.6" %/ 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" YZ , 10.3" 10.3" 8.0" 5.5" 3.6" 6. WHERE LAG SCR FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G=0.S5 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. DESIGNATES R MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1, 2' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAT HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 1©. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE TRAP (INSIDE MOUNT PANELS, TAP MOUNT) 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (lb) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5 ,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" _ 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7' 3.7" Approved complying Vitt ib Florida 2 3 Dote . NOA# 0 Coatis) Da4e @' By FRANK L. BENNARDO, PE. 'PE0046S4S � nm 1 61 sn S IL W d Zx X04 0 1- = 4 m C. O 4 Z .� 0 � 0T ✓ (0 Lc, F O U U 9 z • z Z_w Wiz W Z LL Z m u_ E w REVIS DESCRIPTION DATE eouve- CO 1 NT6 SCAL =: N.TS. • DRAWN BY: CL CH -LlC-D BY: FLE PR1R7 - pATc: 11/1$/0[ DWG 02- 868 -111 SHEET: 4 OF 4 d ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE ANCHOR SPACING SCHEDULE 9S .1)E q ccve .ek- Yale Ogron Manufacturing Co., In 671 West 18 Street Hialeah ,FL 33010 Your application for Notice of Acceptance (NOA) of Series "La Francais" Aluminum Outswing French Door with Sldelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -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 NO.: 01- Q607,04 EXPIRES: 0 I I I C !.I!. >:: !t s z` k$i , 4.,411.41L a_41L CCEIREIMIE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Ivllami -Dade County, Florida under the conditions set forth above. APPROVED: 08/Q912001 11604500011pc2000ttr,eariptatestnatice acceptance cover p*ge .dot Internet mail address: postmaster®bnfdingcodeonline eem MIAML DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S CONTRACTOR LICENSING SECIUON (305) 375-2527 FAX (305) 37.5 -2558 CONTRe.CrOR ENPORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT' CONTROL DIVISION (305) 3752902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Francisco I. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office `l (0 &L : http://wwwwbuildingeodeanline.cem Yale Ogron Mfg. Co. Inc. ACCEPTANCE No.: 01- 0607.04 APPROVED AUG o 9 2001 EXPIRES • : July 22„ 2006 (For File ONLY. Not part ofNOA) DRAWING: 1. Manufacturer's die drawings and sections. 2. Drawing No. W97 -18, Sheets 1 tbru. 3 of 3, titled "Alum French Door w /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS: 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum outawing French entrance door w /sidelites prepared by Fenestration Testing Laboratory, Zac, Test Report No. FTL-1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Calculations prepared by A1- Farooq Corporation, P.E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIIFICATION: 1. None E. STATEMENTS: 1. Statement letter of conformance, dated August 5, 1997, signed by Dr. Humayo u Farooq, P.E. 2. Statement letter of no financial interest, dated August 5, 1997, signed by Dr. Humayoun Farooq, P.E. 3. Letter from Yale Ogron, dated 2/27/01, stating that the product has not changed since it was originally approved. Letter from Al- Farooq Corporation, dated 5/31/01, stating that the engineer who performed the review of the product is still in the engineering business. 4. E. OTHERS 1. Notice of Acceptance No. 97 0815.09, issued to Yale Ogron Mfg. Co. Inc., for Aluminum Ontswing French Door, dated 7/22/98, expiring on 7/22/01. E-1 2 ACCEPTANCE No.: 01- 0607.04 APPROVED AUG Q 9 200i EXPIRES July 22, 2006 NOTICE OF ACCEPTANCE: SPEJ2IFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0815.09, which was issued on July 22, 1998. It approves an aluminum outswing French door as described in section ion 2 of this Notice of Acceptance, designed to comply with the South. Florida Building Code, (SFBC), 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 Series "La Francais" Aluminum Outawing French Door with Sidelites and its components shall be constructed in strict compliance with the following document: Drawing No. W97-18, Sheets 1 tbru. 3 of 3, titled "Alum French Door ter /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun 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. LIMVP[TATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION: 4.1 The aluminum outswing French door and its components shall be constructed in strict compliance with the approved. drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two 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 of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South F ... Building Code (SFBC) in order to properly evaluate the '•• ation this sy Man 1 Perez, P.E. Product Co �;1 xaminer Pr` • • k • •ntrol Division Yale Ogron Kit. Co. Inc, MIRES : Ally 22; 2006 +TOTICE OF ACCEFTA TCc: .STANDAiRD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products Asti be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: 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 ire 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. 5. Any of the following shalt 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 purpose. 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 man'acturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. & Failure to comply with any section of this Acceptance , all 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 ACCEPT CE 3 ACCEPTANCE No.: 01- 0607.04 APPROVED : 0 9 2001 0+ Manuel P:E.. Product Cdntro Produ + trol Division ARE 0 10 X 1 ARE YE—S58 YE-650 SUM aniaa; DOORS CAN BE SMILE OR caw LEAF. BOWES CAN BE ON ONE SIDE COME LEAF DOORS) OR OH sani STIES OW LEAF DOORS). ON CLIME LEAF DOORS THE RIME LEAF SHALL lUBE CONCEALED FLUSH BILIS AT TOP & @Wok DOOR LEAFS TO HAVE spir XESWEAID GLASS. =EWES TO HAVE 1/4 - TBIPERED MASS • MIES I. rats STRUCTURE IS DERcHED AS PER THE SOUTH FLORIDA imam CODE 1984 EDITION FoRar ALSO FOR WINO LOADS AS PER GAGE 7 USING LOADS. 2. woo sums BY arms, HURT BE ATICH6RED PROPERLY TO TRANSFER LOADS TO WE STRUCTURE. 3. ANCHORS SHALL BE AS USED. SPACED AS SHOWN ON DETAILS, AnceloR Eadatamorr TO VASE MATERIAL SHALL BE BEYOND WALL DREss1NO OR Enucce. BASED on F1L OF 0518-97 TEST SIZE = 1 217 X 95-3/4 (055) DESIGN LOADS +70.0. —70 .0 MP WATER KRLTRATION lEST =. 12.75 PSF 7ESIED GLASS =. 3/ie lEMPEREEL(DOOR) impERED.(streuro APFROFEDASOCIFIXSAIRFOL SHE SOWN RONDA WADES BOOMS MU 8 IV MEMO 01453 IIIIIIIIIIII"} 6/S 6/B 2/6 3/0 3/6 3to 3/6 4/0 4/6 2/6 3/6 4/0 4/6 7 wag amines OR TOE& D TRW 26P awn gm sp Ifft WOW BUM MO WHERRY OR DOWRY @})D MAMM FRAME P AIM SEI, .1. NOTAIIRDON SCRIMS swam vism ' � . SEAMY. Nti'i6E5 SEAM LEON 'SE SWINE MO'. DOl cone JAM IKKONLEAH • AINEMBUIRIILIEM TN VEVA MOIRES' %LWOW OUSUMO. WAD maw to' 11- l& U 17-lit FMK RP artn-Ila • CONDENDORR DOM ER LOONSEr AT 35-lit FROM emu Loma an BE HAMS MD= OR ViEN 1 3) KEY OPERATED Dl MENEM Arm ThIJMR TuRN MI Imam MOD 0013 MUD AY 43-1/r MD BOMA LOCK VW BE MOD D223A3 OR Mkt= K lERj 3) custom mamma or YitE BORER NO 1WBIB - DIRDB BOLTS GOINEOSED YO RAMON WO= OPERATED BY NE/ OR =GAR URN AND ENGAGING FRAM Xf RAD AIM DM 4) =WHO RDA BOOS, WINUAZIY OPERATED MEN MOUNTED Di DSOS ME OF US* SIZE LOWED AT 17-1/2 ROD RP AND 11-1/r FRO Donau MON I AND 2 Me GEMMED ON AL MOVE tEAP3 FOR TOP AND BORON 13DLIS UsE WOW 3 OR 4 MI A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 6741 West 18 Street Hialeah, FL 33010 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 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ", sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09/04/02, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the lob site at the =Test of the Building Official. This NOA renews NOA # 99- 0908.02 and .00ns<tsfs� � t�h's�� c 1 as well as approval document mentioned above. The submitted documentation was reviewed by 'Ian el er z, P.E. 35� 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 NOA No 02- 1107.02 t i( r Expiration Date: January 23, 2008 Approval Date: December 19, 2002 Page 1 -�{ .937 r 1.064 --.062 ( � 1.875 fl I n .344 687 F-- ` FRAME JAMB FIXED TT .312 687 FRAME HEAD .749 .458 87 51 J- .062 J F--- - -1.875 1.188 --{ FRAME SILL { 1.406 .719 { 1.469 1.344 1 » 1 .175 -I L SILL RISER 1.625 r . .062 1.875 500 687 FRAME JAMB VENT .812 1.001 --{ .687 r VENT TOP /BOTTOM RAIL 1219 r062 687 1.035 J.750 JAMB STILE j- -1.000 l -I I .812 .625 .344 .062 1 • 1 1.656 .906 l .750 MEETING RAIL [___ 1.773 .937 L _ 1.125 FIXED MTG. RAIL HEAD /SILL CORNERS 6" MAX. TYP. GLASS WIDTHS TO BE EOUAL•ON MOVING AND FIXED LITESJ 23 1/4' D.L. OPG. 26 3/8" VENT WIDTH 52 /8' WINDOW WIDTH 15" MAX. ■ SERIES 6800 ALUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. HEAD /SILL CORNERS w N TYPICAL ELEVATION TESTED UNITS THESE WINDOWS ARE NOT RATED FOR IMPACT. MIAMI -DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS ARE REOD. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. . ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS; MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6" MAX. TYP. 0 .I 11 11 11. 11 11 11 - it - - - -- 11 . It u \ \ \ 11 \ \� u 11 n \\• 11 11 u Itt=0tl it 11 11 !I 29 9/16" D.L. OPG. 31 7/8" VENT WIDTH '1 1' 29 5/16' D.L. OPG. 'co 96 1/2" WINDOW WIDTH Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE B 16557 S , P . oo a. 0 J d 15" I MAX. I -- -11- -- 1I 11 II " I t' 11 11 II 11 II II II 1, 'I 1' 29 9/16" D.L. OPC. 31 7/8" VENT WIDTH 13y MIa Div FALSE MUNTINS SURFACE APPLIED OPTIONAL r PRODUCT RENEWED as complying with the Florida Bolding Code Ac NoQj- 0 piratiun ccplanre 1)atc mp adc Product Cont .4 z t.7 Z 0 c d � o 4 114 °' 0 c UW Q Q eL C4 °3 6 1 Z N "" ct W -. § 0 I .a 0 L 0 0 0 v c 0 n u to . 0 v Ic 2 z u x cn .o s 0 V u ( ) drawing no. W96 -25 (sheet 1 of - 4 ) WINDOW DIMS. WIDTH 24" 36" 48" 60" 72" 24' 36' 48' 60" 72" 24" 36' 48" 60" 72' 24" 36' 48' 60' 72' 26-1/2' 37' 53 -1/8' 72' 26 -1/2' 37' 53 -1/8' 72' 26 -1/2" 37' 53 -1/8" 72" 26 -1/2' 37' 53 -1 /B" 72" HEIGHT 24" 36' 48" 60" 26" 38 -3/8" 50 -5/8" 63' A DSB ANN. GLASS 3/16" ANN. GLASS ANCHORS TYPE :A' ANCHORS TYPE 'A' ANCHORS TYPE B' ANCHORS TYPE 'A' EXT.( +) INT.( -) EXT.( +) I INT.( -) EXT.(+) I INT.( -) EXT.( +) I INT.( -) 55.3 139.0 3 55.3 98.0 55.3 139.0 4 55.3 78.5 55.3 5 55.3 ' 63.8 55.3 5 X X 55.3 2 55.3 92.7 55.3 92.7 55.3 158.0 55.3 3 55.3 60.9 55.3 4 51.7 51.7 55.3 5 X X 55.3 74.9 55.3 I 74.9 5 X X 55.3 65.2 55.3 2 55.3 66.2 55.3 69.5 55.3 3 55.5 55.3 I 55.5 55.3 69.5 55.3 80.3 50.7 50.7 50.7 55.3 57.9 55.3 73.6 4 X X 5 5 2 2 3 4 5 45.5 X X 33.6 3 X 4 X 5 X 45.5 X X 33.6 X X X 55.3 55.3 50.7 55.3 55.3 55.3 42.2 5 X X 39.2 2 55.3 116.2 55.3 3 55.3 88.9 55.3 4 55.3 67.5 55.3 5 X X 55.3 2 55.3 78.7 55.3 3 55.1 55.1 55.3 4 X X 55.3 5 X X 55.3 2 51.2 51.2 55.3 3 37.7 37.7' 55.3 4 X X 55.3 5 X X 47.4 26.3 X X X 26.3 X X X DESIGN LOAD CAPACITY - PSF IXO OR DX SIZES) 55.3 " 139.0 55.3 69.5 55.3 110.6 55.3 55.3 55.3 46.1 36.6 139.0 110.4 91.1 92.7 90.8 68.1 55.6 55.6 A = NO. OF ANCHORS PER HEAD S. SILL 47.4 47.4 48.0 51.5 46.1 46.1 36.6 36.6 55.3 ► 210.0 55.3 55.3 I 202.2 55.3 I 143.3 55.3 110.4 55.3 I 91.1 55.3 I 136.5 55.3 1 90.8 55.3 1 68.1 55.3 55.3 I 81.8 55.3 79.9 65.2 55.3 118.5 55.3 94.8 55.3 1 86.6 46.1 36.6 55.3 55.3 55.3 139.0 55.3 115.8 55.3 55.3 55.3 55.3 55.3 47.4 55.3 55.3 55.6 55.3 48.0 55.3 51.5 55.3 44.7 • 3/16" TEMP. GLASS ANCHORS TYPE 'B' EXT.( +) INT.( -) 139.0 55.3 I 210.0 139.0 55.3 I 210.0 139.0 55.3 I 210.0 55.3 210.0 55.3 197.5 92.7 53.3 1580 92.7 55.3 I 158.0 92.7 55.3 I 138.0 92.7 55.3 126.1 77.2 55.3 I 122.6 69.5 55.3 118.5 69.5 55.3 113.2 69.5 55.3 92.0 55.6 55.3 I 56.9 55.3 55.6 55.3 69.0 .42.2 42.2 42.2 55.3 ( 84.6 55.3 144.2 119.2 80.1 55.6 64.1 55.3 47.8 44.7 55.3 94.8 55.3 86.6 55.3 56.9 81.8 55.3 n 55.3 57.9 44.7 44.7 DESIGN LOAD CAPACITY - I'SF IXOX SIZES) WINDOW DIMS. WIDTH HEIGHT 72' 85" 96' 106 72' 85" 96' 108; 72" 85' 96" 108" 72" 85" 96" 24" 36' 48 "• 60' A 5 6 7 8 6 7 8 5 6 7 8 5 6 7 3/16" ANN. GLASS ANCHORS TYPE 'A' EXT.( +) INT.( -) 55.3 55.3 1 15.8 117.7 55.3 I 103.3 55.3 I 91.3 55:3 I 77.2 55.3 78.4 55.3 I 71.2 55.3 I 65.3 55.3 57.9 55.3 58.7 52.2 52.2 50.8 50.8 55.3 46.3 45.2 42.0 45.2 42.0 ANCHORS TYPE 'B' EXT.( +) I INT.( -) 55.3 I 144.0 55.3 I 118.7 55.3 I 103.3 55.3 I 91.3 55.3 I 91.1 55.3 I 78.4 55.3 I 71.2 55.3 I 65.3 55.3 I 68.5 55.3 58.7 52.2 52.2 50.8 50.8 55.3 I 57.3 45.2 I 45.2 42.0 ( 42.0 3/16" TEMP. GLASS ANCHORS TYPE 'A' EXT.( +) f INT.( -) 55.3 55.3 55.3 1 15.8 117.7 121.6 55.3 123.6 55.3 77.2 55.3 78.5 55.3 81.1 55.3 82.4 55.3 57.9 55.3 58.9 55.3 60.8 55.3 61.8 55.3 46.3 55.3 47.1 55.3 48.7 ANCHORS TYPE 'B' EXT.( +) 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 55.3 INT.( -) 1 97.5 200.8 207.4 210.0 131.7 128.5 55.3 55.3 124.2 122.6 92.0 82.9 77.6 73.6 69.0 61.2 56.4 X ROLL FORMED GLAZING BEAD DSB -ANN. GLASS OR -3/16" -ANN. GLASS OR 3/16" -TEMP. GLASS A = NO. OF ANCHORS PER HEAD 8. SILL GLAZING OPTIONS OX GLAZING COMPOUND SCHNEE MOREHEAD 5555 XOX APPROVED CONFIGURATIONS GLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED UTES Eng D4. HUMAYOUN FARCOO STRUCTURES FLA. PE ¢ 16557 PRODUCT RENEWED A] comilI%ing with Hit Florida lluid;nl; Code Acceptance NO 0 Oration hate Dade Product Cunt L&L) C 0 '5 u e a 0 U z u 0 v 0 C • .2 0 O . N J 0. 2 0 U drawing no. W96 -25 sheet 2 of 4 ITEM d PART # REQD. ;DESCRIPTION MATERIAL MANF. /SUPPLIER / REMA1?KS i YE -5001 1 ;FRAME HEAD i 6063 —T5 . — 2 .YE -5004 I 1• 1 FRAME SILL 6063 —T5 1- 3 YE -5006 I 1 I SILL RISER I 6063-15 1 - 4 YE -5002 IAS REQD. (FRAME JAMB —VENT 6063 —T5 I — 5 I YE -5003 I AS REOD. I FRAME JAMB —FIXED 6063 —T5 I — 6 I YE -5019 I I/ VENT 1 FIXED MTG. RAIL I 6063 -16 1 — 7 I YE -5009 11/ VENT VENT TOP RAIL 6063 -75 ` — 8 YE -5008 I 1/ VENT VENT BOTTOM RAIL j 6063 —T5 I — 9 YE -5018 11/ VENT VENT INTERLOCK 1 6063 —T6 1 — 10 YE -5007 I 1/ VENT JAMB RAIL 6063 —T6 I — , 11 I AS REOD. I ROLL FORMED GLAZING BEAD ALUMINUM 1 — 12 #10x3/4" SMS1AS REOD. FRAME & VENT ASSY. SCREW — ICAO PLATED SMS WI #8 HEAD 13 YH -6016 11/ VENT CAM LATCH ZAMAK I DECO, PLATED OR PAINTED 14 #10X3/ SMS!2/ LATCH LATCH INST. SCREW I — CAD PLATED CRS 15 — 1 AS REOD. FIN SEAL PILE W/ PLASTIC FIN ! — TOP & BOTTOM RAILS 16 — AS REOD. FIN SEAL PILE W/ PLASTIC FIN I — BOTTOM RAIL 17 — — — — I — 18 YH - 6001 2/ VENT ROLLER ASSY. — 1YH -6002 & YH -6003 u a 0 I 0 W2 4 O 18 8 16 I I I I It I 4 4 11 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING II 1BY WOOD BUCKS 4 ADD -ON RISER REOD. ON XOX SIZES ONLY e 15 3 d C4 W 0 0 sr x v) x In J 0 z 0 !.IETAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 — MIN. 2 BY WOOD BUCK TYPICAL ANCHORS I SEE ELEV. 1 r jJ II . J x en `` \ TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING TYPE 'A' 3/16" TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. ' 3/16" DRII 1 FLEX SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) #10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) . TYPE '8' 1 /4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME AND VENT CORNERS SEAMS, FIXED MEETING RAIL ENDS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE COLORED SEALANT. WEEPHOLES: 1Y1 = 1" NOTCH AT EACH END OF VENT TRACK W2 = 1/2" NOTCH AT EACH END & AT 30" FROM EACH END Env: DR. I UMAYOIJN FAR000 STRUCTURES FLA. PE I 16557 5 211112 PRODUCT RENEWED -" 113 complying 1+itli ihs ilntida iiuidin1 Cotle Acceptance No Eip iratiun Date BS , — .c Mta►r{ •nlc I ii,,i,rci Comm DI+I 0 0 C n U N U V n c N o to `I c 0 5- i drawing no. W96 -25 sheet 3 of 4 2 BY WOOD BUCK TYPICAL ANCHORS r SEE ELEV. • 2 BY WOOD BUCK 1 /4" MAX. SHIM VENT WIDTH VENT WIDTH D.L.O. 1 (') 0 (131 EXTERIOR WINDOW WIDTH X0 LAYOUT OX OPPOSITE 3 O.L. OPG. EXTERIOR WINDOW WIDTH 13: XOX LAYOUT f 1/4" SHIM MAX. TYPICAL ANCHORS . r SEE ELEV. ;1 C 1/4" SHIM MAX. 121 ` I BY . `.1000 BUCKS y VENT TOP /BOTTOM CORNER$ C IBY V00D BUCKS TYPICAL ANCHORS [ ELEV. C FRAME TOP CORNER FRAME BOTTOM CORNER FIXED MT;. RAIL CORNER Ensv: DR. HIJYAYOUN FAR000 STRUCTURES rLA PE f 16557 ;12) PRODUCTIRENEWF.D ' as comp! log %kit the Florida Badding Code Acceptance No 02— / .02 Expiration (late 0 Ely Mini' la Ic Product Control IDh'is e1 ( 5 Qi W N '2 F 0 0 to V1 W W Ui m ID N u7 M N t r7m < I 0 v (Y N 0 tIT 0 0 N ,O 3 -1 a. 1 0 U U Z U co N I �o = in v Z 4- O to O W �.� • }- t0= 4, c 4) 0 a . lei C Y v° • • N i a T • � c c 1 drawing no. W96 -25 sheet 4 or-4--) CONSTRUCTION PERMIT FOR: [ ]New System [ ]Existing System [ ]Repair [ ]Abandonment APPLICANT: Dorney, Geoffrey LOT: 1 BLOCK: 7 PROPERTY ID #: 11- 3206 - 013 -0890 STATE OF FLORIDA DEPARTMENT OF HEALTH • ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT PROPERTY STREET ADDRESS: 90 NE 98 St Miami FL 33138 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 400 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 400 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ N ]BED N F LOCATION TO BENCHMARK: CL NE 1st., 11.86' NGVD. I ELEVATION OF PROPOSED SYSTEM SITE [ 1.3 ] [ FEET E BOTTOM OF DRAINFIELD TO BE [ 3.8 ] [ FEET L D FILL REQUIRED: [ 0.0 ]INCHES OTHER REMARKS: SPECIFICATIONS BY: Icaza, Carlos APPROVED BY: Icaza, Carlos DATE ISSUED: 9/20/04 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stack Number: 5744- 001 - 4016 -0) [ostds_cons_4016 - 11 [ ]Holding Tank [ ] Innovative Other [ ]Temporary [ MO ] Modified AGENT: SR0931119, COCKING MSTEPHEN EXCAVATION REQUIRED: [ 30.0 ] INCHES *Existing 1050 gl. septic tank to remain. *Install an approved outlet filter. *Install additional 400 sq.ft of drainfield to existing 400 sq. *invert elevation to be no less than 8.60' NGVD. *Bottom elevation to be no less than 8.10' NGVD. TITLE: Engineer I CENTRAX #: 13 -SG -22076 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 04-3026-44 [ N ]MOUND [ N ] [ N ] ] [ BELOW BENCHMARK /REFERENCE POINT ] [ BELOW] BENCHMARK /REFERENCE POINT TITLE : q /ZO/O G,,,. Dade EXPIRATION DATE: 3/20/06 CHD Page 1 of 2 • Jeb Bush Governor Dorney, Geoffrey P.O. Box 693239 Miami, FL 33269 September 20, 2004 RE: 04- 3026 -M Lot: 1 Block: 7 Miami Shores 11- 3206 - 013 -0890 Dear Applicant: This will acknowledge receipt of an application and plans for an onsite sewage treatment and disposal system construction permit dated 08/26/04 for a proposed system to be constructed on the above referenced property. On this department performed a site evaluation of the above described property. On the date of the evaluation, the site was suitable for an onsite sewage treatment and disposal system under the laws and rules existing on that date, however some fill may be required. Provided there are no changes to the lot site from our inspection, this evaluation is valid for one year. The longer the time lapse from site evaluation to a request for a construction permit, the more likely changes will have occurred that may invalid this evaluation. The evaluation may be affected by: erosion, man -made changes in the lot, changes in the water table, changes in drainage, installation of wells on surrounding property, changes in the law, rules, or local ordinances This permit will specify minimum conditions for your onsite sewage treatment and disposal system. We require two (2) sets of official plans to issue the permit. If you have any questions on this matter, please call our office at (305) 513 -3466 Sincerely, Program Supervisor Engineer Samar Elmir, M.S., P.E., Environmental Administrator Miami -Dade County Health Department/Environmental Health 1725 N.W. 167 Street, Miami, Florida 33056 TEL ( 305) 623 -3500. FAX (305) 623 -3502 Email: samir_elmlr @doh.state.fl.us Website: www.dadehealth.org John 0. Agwunobi, MD, MBA Secretary Car am Dad p� Health Departmen OSTDS Engineerin Section APPLICATION FOR: [ 1 New System [ ] Existing System [ ] Repair [ ] Abandonment APPLICANG aEa et" a "161 AGENT: AO I J 10,45Aric 1;4- p MAILING ADDRESS: 1 C ) , 4(.. 6 cf 3-1 7q PROPERTY INFORMATION • LOT: ffi BLOCK: SUBDIVISION: PROPERTY ID Is /1 `*()/ PROPERY SIZE: '21q ACRES WATER SUPPLY: IS SENER AS PER 381.0065, FS? [ Y / N ] PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: BUILDING INFORMATION • Unit Type of NO. of No 'Establishment Bedrooms SI 2 3 4 [ 1 Floor/Equipment Drains [ w OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERNIT [ARESIDENTIAL DH 4015, 10/97 — Page 1 (Previous editions may be used) Stock Number: 5744-001-4015-1 Plow gee1 t4 s / 210WiNG: Building Area Sqft • cr oi p et; m • 1 Holding Tank 1- Temporary ;7 7 V_ - 1 1 -COONGIRCIAL (42 -17 a 21 fa Innorative 1/1 0 KAI/0 HoNzi3a4esi-ns . • . TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(2) OR 489.552, FLORIDA STATUTES. I/M OR EQUIVALENT: [ Y/ [ ] PRIVATE PUBLIC [ Fr=20000PD [ v DISTANCE TO SEWER: /1/6 9:6 a 5 e ,/. ,k glitt 441 ,h-0 6,4f7 1 4, go?is 14- - DATE: 8 PLATTED: Commercial/Institutional System Design Table 1, Chapter 64E-6, FAC ] Other (Specify) Page 1 of 3 APPLICATION FOR: APPLICANT: AGENT: TELEPHONE: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDIVISION: PROPERTY ID#: ZONING: PROPERTY SIZE: WATER SUPPLY: S R AVAILABILITY PROPERTY ADDRESS: DIRECTIONS: BUILDING INFORMATION: TYPE ESTABLISHMENT: NO. BEDROOMS: BUILDING AREA: BUSINESS ACTIVITY: FIXTURES: SIGNATURE / DATE: Check type of permit, if + er Property owners tuft n e. Property owners legally authorized `repr ; :ntative. Telephone number for applicant or agent. P.O. box or street, city, state and zip code mailing Lot, . , and subd' e'•;n for lot ( • ed or un recorded subd n, a copy of the lot legal d r.: Check ' • ential or r«* rdai. List of este ment • MIMS in blank. ress for applicant or agent. rded subdivision). If lot is not in a ption or deed must be attached. Official date of subd , r° r « rded in county plat ks (month/day/year) or date lot originally re • ed. • =ng an approved lot into or more pa -_ for the purpose of conveying ownership shall be co • ered a subdivision of the lot. 27 character number for property. CHD may require property appraiser ID # or section/township/range/pa ° I number. S zoning and whether or not pro is in I/M zoning or equivalent usage. Net ,lkable a of rty in a « (square footage divided by 43,: _' square feet) exclusive of ail paved areas and prepared • _ • . in public rights -of way or ments and exclusive of gas , lakes, normally wet drainage ditches, marshes, or other such • ies of water. Contiguous unpaved and non - compacted road rights -of -way and e ments with no subsurface • •_ ctions may be included in calculating lot area. Check private or public <= 2000 gal ,. per day or public > 2 ! gallons per day. Is sewer available as per 381.0065, Florida Statutes, and distance to er In feet. Street •press for property. For lots . ° •gut an ned - et address, indicate street or road and locale in county. Provide detailed i actions to lot or attach an area ° p showing lot I + = _'o • Table II, Chapter 1 , FAC. pies: single family, single wide mobile h e, restaurant, or's o Count all rooms designed arily for sleeping and those areas expected to routinely provide sleeping a modations for pants. Total square footage of end - habitable area of carport, exterior storage shed, or open or fully ened patios or d Based on o ' e asurements for each story of -' cture. (ling unit, exduding garage, For erci utional applications only. List number of ployees, shifts, and hours of operation, or other information required by Table II, Chapter 10D-6, FAC. Mark Floor/Equipment Drains or Others and s.. item or "NA" if not applicable. Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan d to rile, sh ng bounda dimensions, locations of + = 'ences or buildings, swimming pools, recorded easements, onsite sewage disp• 1 system ._ponents and I on, slope of property, any existing or proposed wells, drainage features, filled areas, o cted areas, and surface water. Location of wells, onsite sewage disposal systems, surface ; ters, • other pertinent facilities or features on adjacent property, if the featu , are with 75 feet of the applicant lot. L' . - • of any public 11 within 200 feet of lot. For residen = , a floor plan (residences) showing number of 'r °u' and e. ping r = of .:. unit. For nonresidential establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fixture and other features ry to determine composition and quantity of wastewater. APPLICANT: LOT: STATE OF FLORIDA 'DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS BLOCK: ' SUBDIVISION: PROPERTY ID #: / /, . t -" 4 f ," -i) (, /G AGENT: [Section /Township /Range /Par-cel No. =_ = = --—_ __==__==__■•■==__ =__ _:, _-- ____ -- - - -- TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR -OTHER QUALIFI PE -ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. = -- ____==== -- --= === = = = ===-- -__ PROPERTY SIZE CONFORMS TO SITE PLAN: [ ] YES [ ] NO NET USABLE AREA AVAILABLE: ' -U 1 CRES GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] TOTAL ESTIMATED SEWAGE FLOW: `6 AUTHORIZED SEWAGE FLOW: 7 GALLONS PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: /7 2-7 SQFT UNOBSTRUCTED AREA REQUIRED: (t SQFT BENCHMARK /REFERENCE POINT LOCATION: t ii L /°- 1 ` - ELEVATION OF PROPOSED SYSTEM SITE IS [INCHESr ] [ABOVEIBELOW] BENCHMARK /REFERENCE POINT VS 12- THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: t *A FT DITCHES /SWALES: /6° " FT NORMALLY WET? [' J YES [ L ] NO WELLS: PUBLIC: ,J/ FT LIMITED USE: 54-q° FT PRIVATE: /1 0A FT NON- POTABLE: ;,„ - FT BUILDING FOUNDATIONS: FT PROPERTY LINES: ` k FT POTABLE WATER LINES: -% FT 10 YEAR FLOOD ELEVATION FOR SITE: Munsell ;' Color Texture Depth fe (rl_ to ti to to / o to ;L:::: too to to USDA SOIL SERIES: 14 .L OH 4015; 10398 (Replaces HRS -H Form 4015 [Pape 31 which may be used) (Stock Number. 5744-003- 4015 -1) r SITE EVALUATED BYE- (1 i PERMZ DATE: .l' p u or';Tax, -ID' Number] SITE SUBJECT TO FREQUENT FLOODING: [ ] YES (J NO 10 YEAR FLOODING? [ ] YES [A NO FT MSL /NGVD SITE ELEVATION : - FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 #10,9-, f") SOIL PROFILE INFORMATION SITE 2 Mansell f /Color Texture Depth 91 to i f"1 /i' to, bra' ,44.2x,. �� a»+ is to 7'. - to to to to to to _to USDA SOIL SERIES: A ; OBSERVED WATER TABLE: ! di INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION:1 INCHES [ ABOVE / BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [14 NO MOTTLING: [ ] YES [ 4 NO DEPTH: INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: i ea ;Q DEPTH OF EXCAVATION: ate INCH' ° DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: age 3 of 3 INSTRUCTIONS: PERMIT NUMBER: APPLICANT: AGENT: LOT, BLOCK, SUBDIVISION: PROPERTY ID 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: MINIMUM SETBACKS: Permit tracking number by County Health Department Property owner's full name. Property owner's legally authorized representative. Lot, block, and subdivision for lot. 27 character number for property (property appraiser ID number or section/township /range/parcel number). Record the estimated sewage flow for the establishment from Table I (residence) or Table 2 (non - residential), Chapter 10D-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 drainfleld 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. 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. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: 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. WATER TABLE: 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. SOIL TEXTURE: 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 drainfleld 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 I SITE 2 SITE 3 I+ ] SHOT H.I. H.I. H.I. H.I. [ - ] SHOT [ - ] SHOT [ - ] SHOT BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3 IA -- 95 04 Fax: (305) 756.8972 EOVED 16 I ir Permit Type (circle): Building Electrica lumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) G CO Y Y Phone # ( ) —758 — /6 0 Owner's Address Cr-) 1\--e 96 fi y Cit v t, c rn 1 hC) State Tenant/Lessee Name Job Address (where the work is being done) 90 K.C. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Namel t —C) —1.GT r i c. EC" lions - # C ) 9 — I q q Contractor's Address Ci is) ( rT t State Qualifier -� 1Q > A nsic„ L.L State Certificate or Registration No . 00 00 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due $ <38.00 (Continued on opposite side) Addition DAlteration [New ❑ Repair/Replace cAppL-v7 r ccaick C cvvt ****************************F Permit Fee $ Training/Education Fee $ Qs* - ra Code Enforcement $ Structural Plan Review. $ WCCF $ Permit NoE1-0+ aster Permit No. Zip 33 3S , Phone # Zip t5 I * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning $ 3-00 Radon $ Zoning Bond $ Technology Fee $ Zip ❑ Demolition CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certffied copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: As identification and who did take an oath. My Commission Expires: ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning N BUILDING PERMIT APPLICATION FBC 2001 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition Describe Work: w__w NIP < ) Total Fee Now Due $ (Continued on opposite side) 38.00 Miami Shores Village * * * * * * * * * * * * * * * * * * * * ** Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305 " 72 ['Alteration Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) C. one # Owner's y Address C UD C re City M l Cirri! S ?Ortate 1 - Zip 33 Tenant/Lessee Name Phone # Job Address (where the work is being done) go —Ce.5 (ST City Miami Shores Village County Miami -D a Zip Is Building Historically Designated YES NO Contractor's Company Nan E'►__JC- ZJE! C o n t i ct 's Address I 5 2_0 ( O &C cit M iCtm Qualifier ) V D Permit No. MUM i Co 3 er Permit No. a -' Stat '(< Zip State Certificate or Registration No CAC 05 1 ( 6 Certificate of Competency No. 0 Repair/Replace * * * * * * * * * * *_,0* * * ** CCF $ Mechanical Roofing 7eE - Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3 DO . Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ CO /CC ❑ Demolition Bonding Company's Name (if applicable) . Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced My Commission Expires: APPLICATION APPROVED BY: the 05/13/03 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: y7* * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village RV1I D Buy 1 artment 10050 N.E. n t , ii , lorida 33138 Tel: is 05) 7952204 Fa : (305) 7 6.8972 NOV ' 5 BUILDING PERMIT APPLICATION FBC 2001 kv; s Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address qt �+f 't 8 City LA S Ql..jy Tenant/Lessee Name Job Address (where the work is being done) State City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address q® l L Ck 8 City _ ' 1� � � State Qualifier $ Value of Work For this Permit Ate A 0 c►, Cam Plumbing Fe-) eit3 Vt. 1'8c7f' State Certificate or Registration No. Certificate of Co Architect/Engineer's Name (if applicable) 4 141 ViA#14, O Permit No. 3 PO 3 55 Master Permit No. cs a ®I, - 3S5' Mechanical Roofing Phone # 17 e Ga Zi cc; _1 ' 5-0 Zip '`'S1 5 e Phone # tv Zip 317 as Zip Ss, 13 'hone # Square Footage Of Work: Type of Work: ❑Addition Alteration ['New ❑ Repair/Replace . 0 Demolition Describe Work: ** * *** * * * * * * * *** * * * * * * * * * * *, F ees * * * ** * * * * * ** * * * * * * * * * * *** * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 2 • CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ iD * 5h € =IMO/ w Total Fee Now Due $ (Continued on opposite side) 2CG, CO Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent J Contractor The foregoing instrument was acknowledged before me this - 7 The foregoing instrument was acknowledged before me this day of '-CZIC_ , 2(( , by C6r 1 day of , 20 by , who is personally known to me or who has produced who is personally known to me or who has produced 11) As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My o ission APPLICATION APPROVED BY: Clic 05/13/03 NOTARY PUBLIC: Sign: Print My Commission Expires: * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * ** ** , , * * * *, * * * ** ** * * * *** , * * *, ** , * * * ** ** , * * * * * * * * * ** '**** **** * * * * ** 0 Yu/04 u /0G S frue. f r glo6, idAtk Plans Examiner Engineer Zoning IZ e:.) !PERMIT # 5PCA - S CONTRACTOR: O k...2..) t_ R. 05 SUBMITTAL DATE: 41 z 1 r PROJECT TYPE: - � °► __ ; . ' fi� ZO P FIRE STRU U ^ , /7 IMPACT FEES ,,,T.,„ ilei ELEC C L HRS /DER p � PLUMBIN �. li t NOC O FP MECHANICAL 417/1 ® f s n S a as . BLDG �j • ,,; '` fa\11,510N BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): : g Electrica lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Q Phone # C7 el// L eje' 7 r5 Owner's Address qo kV 9 $ 'bid �`c esl4 1 City � c, tM y ' „ems State 1 Tenant/Lessee Name Phone # �~ Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name Wt-- r I IRECEPIE AUG ";[ 5 County Miami -Dade • Zip WM ' S 6 aster Permit N. C (' ®y Phone # A Z.t Ac kto../ flA AA C Vq Permit No. State Certificate or Registration No. Certificate of Competency No. Phone # $ Value of Work For this Permit 0 0 Square Footage Of Work: I SO 5f AddiliO,t/q,C Type of Work: Addition DAlteration :New D Repair/Replace O Demolition Describe Work: ****************************F * * * * * * * **** * * * * * * * *** * * **** ** Submittal Fee $ Permit Fee $ 2rn ' /S0 ' • CCF $ - CO /CC Notary $ • Training/Education Fee $ Technology Fee $ Scanning $ 30 Radon $ 24 Zoning Bond $ --- Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner (/ Engineer Zoning • • Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT `being the legal property owner, for the property Located at: . 1) . �� Legally described as 1 co.'�� V 1 a Ns Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td 3.trork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out-building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F1.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 9 day of , 20 who is personally known to me or who has as identification and who did take an oath. DISCLOSURE STATEMENT • Notary i Notary Public State of Florida Leslie Recd My Commission DD388938 out. • Expires 0310412009 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/17/2005 Applicant: GEOFFREY Owner: DORNEY JOB ADDRESS: 90 Contractor Local Phone: Parcel # 1132060130890 NE 98 Building Permit Permit Number: BP2004 -355 DORNEY GEOFFREY ST Contractor's Address: Page 1 of 2 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: FEE2004 -11266 FEE2004 -11268 FEE2004 -11269 FEE2004 -11270 FEE2004 -11271 FEE2004 -11276 FEE2004 -11277 FEE2004 -11278 FEE2004 -11279 FEE2005 -6820 FEE2005 -11301 Description Building Fee Training and Education Fee Scanning Fee Radon CCF Builders Bond Structural Fee Structural Fee Structural Fee Structural Fee Building Fee Total Fees: Amount $1,500.00 $10.00 $75.00 $4.34 $30.00 $300.00 $50.00 $50.00 $25.00 $50.00 $150.00 $2,244.34 Total Fee2,244.34 Total Receipb62,044.34 4 C s 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: Permit Status: APPROVED Permit Expiration: 4/7/2006 Construction Value: $50,000.00 Work: NEW BEDROOM AND SUNROOM AND EXTEND /ADD 170' TO EXISTING BEDROOM AND REMODEL LIVING ROOM, KITCHEN 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: B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 7-17-95 3-02 -94 X N/A BUILDING OWNER'S NAME Geff Domey BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 90 N.E. 98 Street CITY Miami Shores LATITUDE/LONGITUDE (OPTIONAL) (#4 e - ##' - fl#.##" or ##.###/#/# ADDRESS 13113 NW 42 AVENUE SIGNATURE FEMA Form 81 -31, January 2003 rtutrWL tMtr utN' T rnHiwUtivrtn 1 HutiVV T NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 1 and 2, Block 7 of "An Amended Plat of Miami Shores 1", Plat Book 10, Page 70 Miami -Dade County Public Records BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 0 a) Top of bottom floor (induding basement or endosure) 14.02 ft.(m) 0 b) Top of next higher floor N/A. ft(m) 0 c) Bottom of lamest horizontal struc tuural member (V zones only) N/A._ ft(m) 0 d) Attached garage (top of slab) 11. 30 ft(m) 0 e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 11.85 ft(m) ❑ t) Lowest adjacent (finished) grade (LAG) 10.88 ft(m) 0 g) Highest adjacent (finished) grade (HAG) 11.42 ft(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 17 ❑ i) Total area of all permanent openings (flood vents) in C3.h 1,428 sq. in. (sq. cm.) A- tOiK/� • • • • • • • • •• • Dal 2 -26-04 rRevisedV31-05 j everse side for continuatisn. . • • • • • • • • • •• •• • • ••• • is • • O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE 33138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Wage of Miami Shores 120652 BZ COUNTY NAME Miami -Dade SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION B3. STATE Florida STATE •FL• ••• • P�EHNE tO • 1' •585 - 6871111 For Insurance Company Use Policy Number Company NAIC Number ❑ Other. B10 Indi cate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Desarbe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on. ❑ Construction Drawings* 1 / Building Under Construction* ► / Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the building diagram specified in Item CZ 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 calailation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD -1929 Conversion/Comments N/A Elevation reference mark used BCBM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No 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 maybe punishable by fine or imprisonment under 1814,S. fide, • Se �tion 1001. CERTIFIER'S NAME : NESTOR G. RODRIGU ; ; �CE�ISE NVM�EI t 77 • TITLE REGISTERED LAND 1 "VEYO) COMPANY RATE PENINSULA LAND SlilliAYOR, INC. ZIP CODE 33054 • • • Replaces all previous editions • • • • •• •• For Insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 90 N.E. 98 Street CITY Miami Shores FL 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS MDCBM = Miami -Dade County Benchmark Item C3e) = NC Pad Elevation Top of Stem Wall Elevation for New Addition = 13.58 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 E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if avalable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or ZoneAO must sign h e r e . T h e s t a t e m e n t s i n Sections , B , C , and Eare crrect to the best of mylmowledga PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certific e. Complete the applicable item(s) and sign below. Gil. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued fa: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: —. _ft.(m) Datum: G9. BE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: • LOCAL OFFICIAL'S NAME • • • • • - • • • • • • TITLE • • • • • ▪ • • • - ••• •• •• • • • •. COMMUNITY NAME SIGNATURE DATE COMMENTS FEMA Form 81 -31, January 2003 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) G5. DATE PERMIT ISSUED • • • -- • • • • • • • • • • • • • • • • • -- •• • • •• • •• • • • • • • • • ••• • ••• • •M _• • • • ••• • • • • • • • • • • ••• • • • • •• •• • • • •• •• • • _ • • • • ••• STATE ZIP CODE DATE TELEPHONE G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED TELEPHONE ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions TREATMENT ADDRESS: PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 BUILDER NAME: AJ 0 Vide= e= e ' OUT 9 DATE OF TREATMENT: j - ro "° TIME OF TREATMENT: IN 1 6 ; APPLICATOR:( JOB #: LOT: BLOCK: UNIT: B RA & SPRAY ONLY SPRAY # CHEMICAL: elfric MONOLITHIC S/F L/F CHEMICAL: % SIDENIAL COMMERCIAL q AD'DTI *6N GALLONS STEMWALL DATE OF TREATMENT: TIME OF TREATMENT: 1 PERIMETER TREATMENT SF L/F GALLONS • APPLICATOR: 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1- 800 - 749 -8588 FAR: 954 -584 -6117 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /16/2004 Applicant: GEOFFREY Owner: JOB ADDRESS: 90 NE 98 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132060130890 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -355 DORNEY ST Contractor's Address: P.O. BOX 531051 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 ' 14°V 2 9 PAID Permit Status: APPROVED Permit Expiration: 7/12/2005 Construction Value: $50,000.00 Work: NEW BEDROOM AND SUNROOM AND EXTEND /ADD 170' TO EXISTING BEDROOM AND REMODEL LIVING ROOM, KITCHEN BLK 7 LOT SIZE Fees: FEE2004 -11266 FEE2004 -11268 FEE2004 -11269 FEE2004 -11270 FEE2004 -11271 FEE2004 -11276 FEE2004 -11277 FEE2004 -11278 FEE2004 -11279 Description Building Fee Training and Education Fee Scanning Fee Radon CCF Builders Bond Structural Fee Structural Fee Structural Fee Total Fees: Amount $1,500.00 $10.00 $75.00 $4.34 $30.00 $300.00 $50.00 $50.00 $25.00 $2,044.34 Total Feed12,044.34 Total Receipts: $0.00 V. 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: NOTICE OF COMMENCEMENT A MOWED MMT RECORUED COPY MUST BE POSTED ON AM SflEAT TIME OF FIRST IIMPECTION PERMIT NO (P- 4 •5 TAX FOLIO No. STATE OF FLORIDA: =NW OF MIAMI-DADE THE UNDIMMED hereby gives notice that improves will be made to awn real property, and in acoordenCe with Chapter 713, Fiala Statutes, the following information Is provided hi the Notice of Commencement 1. Legal description of property and street/address: q' C) q 95 5kt a -k s maim r a goo cc S • 3. Owner(s) name and address: IN w t t t (e a OGM ey C1 1) J C C) 0 SV ee4- �t'r 51146 33d1V Interest in property: .0(x) to �C Name and address of fee simple tittlleholder: 4. Contr a's name and address: V a {. Ka v.)6 Lek- I /Off' AA,' ' 9 . IL Surety: .O remnant bond required by owner'fiom contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 793.13(1)(x)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following per^sorr(s) to receive a copy of the Lienor's Notice as In Section 713.13(1)(b), Florida Statutes. Name and adds: 9. Expiration date of this Notice of Corrlmenoemen ' date le of Owner d County Coitus D.G. II, ►! Ell !_l CFI-4 2004R1054-691 OR Br, 22855 Fs 2455; Ups) RECORDED.11f29 /2004 14:25:26 HARVEY RUY'IN, CLERK OF' COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE - 'r ee-k . a U.) s L A t* u ✓‘ Sworn1 to and subscribed me thb I day of .I\1 DfE't7nae( 20 arePared bY Address:- StS !.re Vcc+ee_i 31%(i) B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE :. FLOOD ZONE(S) gone AO, use depth offloodmg) 120250093 J 7 -17 -95 3-0294 X N/A BUILDING OWNER'S NAME Geff Domey BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 90 NE 98 Street CrrY Miami Shores I-tUtKAL tMtKtb'1Nt:Y MANA(abMtN I A(itNUY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION STATE ZIP CODE Fl 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 1 and 2, Block 7 of "An Amended Plat of Miami Shores 1" Plat Book 10, Page 70, Miami-Dade County Public Records BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) ( ##° -#IR -OAF or ##.# HORIZONTAL DATUM: ❑ NAD1927 0 NAD1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 200e Fortnum= Company Ube: Policy Number Company NAIL Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Wage of Mani Stares 120652 B2. COUNTY NAME Manmade B3. STATE Florida 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ RS Profile ® FIRM ❑ Community Determined ❑ Other (Descnbe): B11. Indicate the elevation datum used for the BFE in B9: ►5 NGVD 1929 ❑ NAVD 1988 ❑ Other(Descnbe): B12. Is the building located in a Coastal Barrie Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on ❑ Construction Drawings* ❑ Building Under Cron* ® Finished Construction *A new Elevation Certificate will be required when construction of the bulldog is complete. CZ Building Diagram Number 1 (Select the building diagram most simian to the building for which this certificate is being completed - see pages 6 and 7. If no dlagrarn aoauately represents the holding, provide a sketch or photograph.) C3. Elevation —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA AR/AE, AR/A1-A30, ARIAH, ARIAO Complete Items C3. a.i below aooadingtothe building diagram spedfied in Item CZ State the datum used. If the dat un is different from the datum used for the BFE in Section B, convert the datum to that used forte 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 convesion. Datum NGVD -1929 Conversion/Comments N Elevation reference mark used MDCBM Does the elevation reference mark used appear on the ARM? ❑ Yes ® No o a) Top of bottom floor (indudmgbasementor ;u ) 14.02ft.(m) o b) Top of ned higher floor TWA. it(m) o c) Bottom of lowest horizontal structural o es ) TWA . it(m) o d) Attached garage (top of slab) ` 11, 3 ft(m) o e) Lowest elevation of machinery servicing the building a fir' r 11.85 ft(m) o t) Lcmest adjacent (finished) . . 10.88ft(m) o Highest adjacent 3 ft.(m) m o h) No. of permanent openings (flood vents) ' 1 . e adj,•-� grade 17 o) Total area of all permanent openings (flood vents) in C3.h 1 . in. (sq. cm) 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 maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: NESTOR G. RODRIGUEZ LICENSE NUMBER : 4277 TITLE REGISTERED ADDRESS 13113 NW42A SIGNATURE FEMA Form SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION COMPANY NAME PENINSULA LAND SURVEYOR INC. .■mal :105111MIIMI Yr' .9: -31, Janua ry 2003 See reverse side for continuation. Replaces all previous editions CITY STATE ZIP CODE OPA- LOCitA FL 33054 DATE TELEPHONE 226.04 305.687 -9191 IMPORTANT: In these spaces, copy the corresponding Information from Section A BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. 90 NE 98th Street CITY STATE ZIP CODE Monti Shores Fl 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentbompany, and (3) building owner. COMMENTS MDCBM = Nfiami -Dade County Benchmark Item C3e) = A/c Pad Elevation ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the bulking, provide a sketch or photograph.) E2. The top of the bottom f oor (induding basement or endosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Bulding Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ It(m)_in.(cm) above the highest adaoant grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andlor equipment servidng the building is _ ft(m)_in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zane A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS ❑ Check here if attachments _ SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information th Salon 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 r nforination. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located hi Zone A (without a FEMA -issued or community - issued BFE) or Zone AO. G3. ❑ The following intimation (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the b aiding site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, January 2003 CITY DATE TELEPHONE TITLE TELEPHONE DATE Poky Number Company NAIC Number For tnsurarke Comp % UsO STATE ZIP CODE Datum: Datum: ❑ Check here if attachments Replaces all previous editions Z 0t 9if' CURTIS CRAIG 10/29/04 305 - 795 -2204 Miami Shores Village Building Department Permit No. Page 1 10/29/04 FOURTH CRITIQUE L� tX BUILDING CRITIQUE SHEET 1. All sheets of all lans must be signed p s g ed dated and sealed by designer if record. vide a permit application for storm panels. tutci eAev 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -355 • a Miami Shores Village Building Department Permit No. Page 1 of 2 9/28/04 THIRD CRITIQUE BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -355 1. Provide new sheets A -1, A -4, A -5, A -6, A -8 and A -9 to match new sheets A -2 and A -3 that now show no BDRM #2 addition. Address all previous items 2 through 6 from second critique below. 2. Still need to provide total SF under roof existing, total SF under roof of addition and total SF under roof proposed on plans. If addition is an increase of 25% or more of floor, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7 3. Which "existing windows" (window B on window schedule) will be replaced? Plans do denote any window B's on proposed floor plans A -4. Also, which type of window will be installed in which existing opening? If new windows for existing windows are not impact resistant then a shutter permit must be pulled. 4. Proposed south elevation does not match floor plan —where are new french doors? C ° /mss q\,° �l Page 2 of 2 5. Proposed east elevation does not match floor plan —where are new french doors? There is window in garage on floor plan. 6. Proposed north elevation does not match floor plan. 7. Need a permit application submitted for shutters if you want a shutter permit (submitted two sets of NOA's for shutters, however NOA's for new HR windows and french doors are impact resistant). Follow the procedures for submission of corrected plans for your re- submittal. 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 THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/28/04 305 - 795 -2204 continue the permitting process. z/Z Signature BUILDING AND ZONING DEPARTMENT t 005 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2362 TELEPHONE (305) 795-2204 FAX (305) 756 -5972 RET Lees L 1Se CA =tractor /owner, picked up 2 sets of plans far (address) q, ® 1. E' c( r°a ev from the Building and Zoning Depaiment on (date) 11 (C to have con ecttans done to plans or get County stamps. T understand that the plans need to be brought back to Miami Shores Building and Zoning to Miami Shores Village Building Department Permit No. Page 1 of 2 6/23/04 SECOND CRITIQUE BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -355 1. Still need to provide total SF under roof existing, total SF under roof of addition and total SF under roof proposed on plans. If addition is an increase of 25% or more of floor, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7 2. Which "existing windows" (window B on window schedule) will be replaced? Plans do denote any window B's on proposed floor plans A -4. Also, which type of window will be installed in which existing opening? If new windows for existing windows are not impact resistant then a shutter permit must be pulled. 3. Proposed south elevation does not match floor plan —where are new french doors? 4. Proposed east elevation does not match floor plan —where are new french doors? There is window in garage on floor plan. 5. Proposed north elevation does not match floor plan. Page 2 of 2 6. Need a permit application submitted for shutters if you want a shutter permit (submitted two sets of NOA's for shutters, however NOA's for new HR windows and french doors are impact resistant). Follow the procedures for submission of corrected plans for your re- submittal. 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 THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 6/23/04 305 - 795 -2204 Miami Shores Village Building Department ta.0 ' c �i Permit No. ! 1 Job Name Date MECHANICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C c4i 3 6 2c re .G6„ �9 1-6.64 • N r � Miami Shores Village s a l - o 1 Building Department qs y _ y 1.. o o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ((�� Fax: (305) 756.8972 Permit No. 13r Job Name BUILDING CRITIQUE SHEET CC/ r Crg t . R\e9,5t 3 Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET 5-11 "t51212AAA •11-ocloo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W/ Job Name .2763 tce-'271z, )7 ve W/e/4 / c _C 4 41 4 /11 eveix--2— ‘67.-p7 L-7- 69et'"‘ 91-14 A/ L ,Ary Meyz i r 4; e c 'f'/2: e? I I 122 )?f�fr - )1 ce /-- ,c‘d L 7 - 3 e9,4-9 .Ce c iAeP-' I A7 f__ de o / iJ ACM,WWe wAg Miami Shores Village Building Department 440 k-4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d 4 1 -. 355 Job Name °ern NE 9e ke5i464411 . f4,/ STRUCTURAL CRITIQUE SHEET a/s V rwvi'oas / <s /o/ ,& n sib — GGve r� been Ak,/,‘J 4(.314 do kis' ( ya p4A-6.:1,/ r"/ 41 ex #z l Miami Shor' ' it age • C a g Buildin Department V I 0 Ndkd r t",,e ce/; ci >7dg 3o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. "# Job Name Dorn/ 4-- 04.1 - aih s 3/; f�aL STRUCTURAL CRITIQUE SHEET - (/) De» phn deem'/ ..51b P me val or e444' evai/ 1 If 0 ilk Prop, I3/e GvI/ in S 1by "g8444o-pe ;ll. r S'Gc r Odor ': w1 re s heteer ? 10 ®n ,4-32 i3c M dreds lietvd notes tr Floor e1-errab d e l i Me 44 s i p - d „ t u ' i . gee, S v c . O e i e l i e /sow, re /r i "Jew 5,2. eh /I Afi4 Iv BR ita. do I�� lal r , ,�d n,4 . Ail i eea0 mo, awe/ h s / , J 377~ c 4/ w id /jr^e e,ive.4 014 4 1' /nc oz L d.-411 in, .A-3, 7 5ubrni 7 Praztd A r 6w' - hdoeVs /Mil/i 5 9164- black. / 1.6)ar --s 5hr�vr p4 o e/s. MIAMI SHORES VILLAGE BUILDING DEPARTMENT RESIDENTIAL ADDITION CHECKLIST Ha o � ?o /V6--('esi iFtei &A-7—.46w V PRIME CONTRACTOR AND ALL SUB- CONTRACTOR PERMITS MUST BE SUBMITTED PRIOR TO PERMIT APPROVAL COMPLETED BUILDING PERMIT APPLICATION - Please note Plbg, Elect, Mech, Swim Pool are separate applications. PROOF OF OWNERSHIP (Deed or Current Tax Bill) CURRENT SEALED SURVEY (TWO COPIES) 2 PLOT PLANS - If prepared by architect, must be sealed. (Show all intended setbacks from property lines and other existing structures) 3 ENERGY CALCULATIONS Supplied by Architect/Engineer sealed and/or signed by designer. STRUCTURAL PLANS AND STRUCTURAL CALCULATIONS (2 complete sets - sealed by Architect/Structural Engineer) ELECTRICAL PLANS (2 Complete sets - sealed by Architect/Structural Engineer) PLUMBING PLANS (2 complete sets - sealed by Architect/Structural Engineer) MECHANICAL PLANS (2 complete sets - sealed by Architect/Structural Engineer) if drawn by A/C Company, must obtain stamped approval from Arch/Eng) TWO SETS OF PRODUCT APPROVAL FOR ALL WINDOWS, EXTERIOR DOORS, ect. PERMIT AND DOCUMENTATION FOR ROOFING PERMIT AND DOCUMENTATION FOR SHUTTERS BRS APPROVAL IF SEPTIC TANK OR WELL WORK IS REQUIRED (7755 NW 48 STR) • • APPROVAL FROM DERM (11805 SW 26 Si') NOTARIZED SIGNATURES ON APPLICATION IMPACT FEE FOR ADDITION PAID ( Application fee of $250.00 due at the time of permit submittal. CONTRACTORS - Write license #'s on all applications. A copy of all applicable licenses (Competency & Occupational) and original insurance certificates for Workman's Comp and General Liability. CERTIFICATE OF ELEVATION SIGNED AND SEALED NOTICE OF COMMENCEMENT Permit No. BP 04-355 Third Critique Errata Sheet Critique Correction Item No. Comment 1) 2) 3) 4) 5) 6) 7) Done. Sheet A -7 also revised to show drainfield addition, per HRS requirement,. Items 2-6 from second critique addressed. A Done. See sheet highlighted SF calculations, including 25% calculation Done. See sheet A-4, highlighted window schedule and windows. New windows in existing openings, and new windows in addition, are not impact resistant, shutter permit applied for, NOA submitted. Done. See sheet A -3, highlighted south elevation. BDRM #2 addition deleted, French doors n/a. Done. See sheet A -3, highlighted east elevation. French doors shown. See also sheet A-4, existing garage window shown as blocked up. Done. See sheet A -3, highlighted north elevation. Since BDRM #2 addition deleted, there is no change from existing to proposed north elevation. Done. New windows in existing openings, and new windows in addition, are not impact resistant, shutter permit applied for, NOA submitted. Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature Winter setpoint Winter temperature difference 44 72 28 F F F Summer design temperature Summer setpoint Summer temperature difference 90 75 15 F F F Total heating load calculation 11526 Btuh Total cooling load calculation 17279 Btuh Submitted heating capacity Total (Electric Strip) % of calc 109.3 Btuh 12600 Submitted cooling capacity Sensible (SHR = 1) Latent Total % of calc Btuh 140.0 18100 0.0 0 104.8 18100 Load component Load Window total 106 sqft 5341 Btuh Wall total 746 sqft 1363 Btuh Door total 10 sqft 104 Btuh Ceiling total 760 sqft 1064 Btuh Floor total 68 ft . 0 Btuh Infiltration 90 cfm 1485 Btuh Internal gain 2400 Btuh Subtotal(sensible) 11757 Btuh Duct gain 1176 Btuh Total sensible gain 12933 Btuh Latent gain(infiltration) 3426 Btuh Latent gain(internal) 920 Btuh Total latent gain 4346 Btuh TOTAL HEAT GAIN 17279 Btuh Load component Load Window total 106 sqft 2968 Btuh Wall total 746 sqft 2706 Btuh Door total 10 sqft 129 Btuh Ceiling total 760 sqft 684 Btuh Floor total 68 ft 1544 Btuh Infiltration 96 cfm 2947 Btuh Subtotal 10977 Btuh Duct loss 549 Btuh TOTAL HEAT LOSS 11526 Btuh Residential System Sizing Calc JEFF DORNEY 90 N.E. 98TH STREET MIAMI SHORES, FL 33138- ter Heating Load for 760 sgft Load for 760 sgft Summary Project Title: JEFF DORNEY EXIST & ADDITION WINTER CALCULATIONS SUMMER C nergyvaug . Duds(S %) ram av ® Ca 11. eiJ Code Only Professional Version Climate: South Window Panes /SHGC /Frame /U Orientation Area X HTM= Load e— N M st 1, Clear, Metal, 1.00 E 25.0 28.0 700 Btuh 1, Clear, Metal, 1.00 E 32.0 28.0 896 Btuh 1, Clear, Metal, 1.00 E 30.0 28.0 840 Btuh 1, Clear, Metal, 1.00 W 19.0 28.0 532 Btuh Window Total 106 2968 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 493 4.0 1972 Btuh 2. Concrete - Adjacent 5.0 140 2.9 406 Btuh 3 Concrete - Adjacent 5.0 113 2.9 328 Btuh Wall Total 746 2706 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 10 12.9 129 Btuh Door Total 10 129Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 760 0.9 684 Btuh Ceiling Total 760 684Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 68.0 ft(p) 22.7 1544 Btuh Floor Total 68 1544 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 6840(sgft) 46 1407 Btuh Mechanical 50 1540 Btuh Infiltration Total 96 2947 Btuh JEFF DORNEY 90 N.E. 98TH STREET MIAMI SHORES, FL 33138- System Sizing Calculations - Winter Residential Load - Component Details Project Title: JEFF DORNEY EXIST & ADDITION Reference City: Miami (User customized) Winter Temperature Difference: 28.0 F Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - Manual.' Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 Code Only Professional Version Climate: South 10/25/2004 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 10977 Btuh 549 Btuh 11526 Btuh Window Type Panes/SHGC/U/InSh/ExSh Omt Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load N- N 01 d' 1, Clear, 1.00, B, N E 1 5.5 25.0 1.7 23.4 18 52 1244 Btuh 1, Clear, 1.00, B, N E 1 6.5 32.0 0.0 32.0 18 52 1664 Btuh 1, Clear, 1.00, B, N E 1 7.75 30.0 0.0 30.0 18 52 1560 Btuh 1, Clear, 1.00, B, N W 1 4.41 19.0 3.4 15.6 18 52 874 Btuh Window Total 106 5341 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 493.0 2.2 1085 Btuh 2 Concrete - Adjacent 5.0 140.0 1.1 154 Btuh 3 Concrete - Adjacent 5.0 113.0 1.1 124 Btuh Wall Total 746.0 1363 Btuh Doors Type Area HTM Load 1 Wood - Eager 10.0 10.4 104 Btuh Door Total 10.0 104 Btuh Ceilings Type /Color R-Value Area HTM Load 1 Under Attic /Dark 30.0 760.0 1.4 1064 Btuh Ceiling Total 760.0 1064 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 68.0 ft(p) 0.0 0 Btuh Floor Total 68.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 6840 40.0 660 Btuh Mechanical 50 825 Btuh Infiltration Total 90 1485 Btuh System Sizing Calculations - Summer Residential Load - Component Details Project Title: 90 N.E. 98TH STREET JEFF DORNEY EXIST & ADDITION MIAMI SHORES, FL 33138 - Reference City: Miami (User customized) Summer Temperature Difference: 15.0 F 10/25/2004 JEFF DORNEY I Internal I gain Occupants 4 Btuh /occupant X 300 + Appliance I Load 1200 I 2400 Btuh Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (4 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 11757 Btuh 1176 Btuh 12933 Btuh 3426 Btuh 920 Btuh 0 Btuh 17279 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.30 Code Only Professional Version Climate: South ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD Builder Signature: Address of New " o e: ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. JEFF DORNEY, 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation R 0.0, 49.0(p) ft b. N/A c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =5.0, 345.0 ft _ b. Concrete, Int Insul, Adjacent R =5.0. 140.0 ft c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 294.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 100.0 ft _ b. N/A Single Pane 68.0 ft 0.0 ft 0.0 ft Addition Single family _ 1 1 _ b. N/A No 466 ft c. N/A Double Pane 0.0ft _ 0.0ft _ 0.0 ft _ 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, BF-Whole house fan, PT- Programmable Thermostat. MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the ab e e energy saving features which will be installed (or exceeded) in this home before fmal ' .pection. Otherwise, a new EPL Display Card will be completed based on installed Code -.om i lian Date: /t9 292% City/FL Zip: Cap: 18.1 kBtu/hr _ SEER: 12.00 Cap: 12.6 kBtu/hr _ COP: 1.00 b. N/A _ Cap: 40.0 gallons _ EF: 0.88 *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 EnergyStar'' your home may quay 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 Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 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: JEFF DORNEY ADDITION 90 N.E. 98TH STREET MIAMI SHORES, FL 33138 - JEFF DORNEY South Builder Permitting Office: MAIM! SHORES Permit Number: 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 (ft 466 ft 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 68.0 ft 0.0 ft b. Default tint 0.0 ft 0.0 ft c. Labeled U or SHGC 0.0 ft 0.0 ft 8. Floor types a. Slab -On -Grade Edge Insulation R 0.0, 49.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =5.0, 345.0 ft _ b. Concrete, hit Insul, Adjacent R =5.0, 140.0 ft _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =30.0, 294.0 ft _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 100.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 12.6 kBtu/hr _ COP: 1.00 b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 18.1 kBtu/hr SEER: 12.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons _ EF: 0.88 Glass /Floor Area: 0.15 Total as -built points: 7758 Total base points: 7930 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: EnergyGauge® (Version: FLRCPB v3.30) 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: JEFF DORNEY 90 N.E. 98TH STREET MIAMI SHORES, FL 33138- Summary Energy Code Results Residential Whole Building Performance Method A Project Title: JEFF DORNEY ADDITION PASS e- Ratio: 0.98 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 10/25/2004 Building Loads Base As -Built Summer: Winter: Hot Water: Total: 12461 points 391 points 2085 points 14937 points Summer: Winter: Hot Water: Total: 14757 points 621 points 2085 points 17463 points JEFF DORNEY 90 N.E. 98TH STREET MIAMI SHORES, FL 33138- Summary Energy Code Results Residential Whole Building Performance Method A Project Title: JEFF DORNEY ADDITION PASS e- Ratio: 0.98 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 10/25/2004 Energy Use Base As -Built Cooling: Heating: Hot Water: Total: 5316 points 246 points 2369 points 7930 points Cooling: Heating: Hot Water: Total: 4691 points 698 points 2369 points 7758 points JEFF DORNEY 90 N.E. 98TH STREET MIAMI SHORES, FL 33138- Summary Energy Code Results Residential Whole Building Performance Method A Project Title: JEFF DORNEY ADDITION PASS e- Ratio: 0.98 EnergyGauge®(Version: FLRCPB v3.30) Code Only Professional Version Climate: South 10/25/2004 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 466.0 32.50 2726.1 Single, Clear E 1.0 5.5 25.0 78.71 0.96 1894.8 Single, Clear E 1.0 6.5 13.0 78.71 0.98 999.3 Single, Clear E 1.0 7.8 30.0 78.71 0.99 2334.0 As -Built Total: 68.0 5228.1 WALL TYPES Area X BSPM = Points . Type R -Value Area X SPM = Points Adjacent 140.0 1.00 140.0 Exterior 345.0 2.70 931.5 Base Total: 485.0 1071.5 ( Concrete, Int Insul, Exterior 5.0 345.0 2.00 690.0 Concrete, Int Insul, Adjacent 5.0 140.0 1.10 154.0 As -Built Total: 485.0 844.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 10.0 6.40 64.0 Base Total: 10.0 64.0 1 Exterior Wood 10.0 9.40 94.0 As -Built Total: 10.0 94.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 294.0 2.80 823.2 Base Total: 294.0 823.2 Under Attic 30.0 294.0 2.77 X 1.00 814.4 As -Built Total: 294.0 814.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 49.0(p) -20.0 -980.0 Raised 0.0 0.00 0.0 Base Total: -980.0 Slab -On -Grade Edge Insulation 0.0 49.0(p) -20.00 -980.0 As -Built Total: 49.0 -980.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 466.0 18.79 8756.1 466.0 18.79 8756.1 Summer Base Points: 12460.9 Summer As -Built Points: 14756.7 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12460.9 0.4266 5315.8 14756.7 1.000 (1.067 x 1.165 x 0.90) 0.284 1.000 4691.3 14756.7 1.00 1.119 0.284 1.000 4691.3 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGaugeiM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point. .18 466.0 2.36 198.0 Single, Clear E 1.0 5.5 25.0 4.77 1.01 Single, Clear E 1.0 6.5 13.0 4.77 1.01 Single, Clear E 1.0 7.8 30.0 4.77 1.01 As -Built Total: 68.0 121.0 62.8 144.6 328.4 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 140.0 0.50 70.0 Exterior 345.0 0.60 207.0 Base Total: 485.0 277.0 Concrete, Int Insul, Exterior 5.0 345.0 0.90 Concrete, Int Insul, Adjacent 5.0 140.0 0.40 As -Built Total: 485.0 310.5 56.0 366.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 10.0 1.80 18.0 Base Total: 10.0 18.0 ( Exterior Wood 10.0 2.80 As -Built Total: 10.0 28.0 28.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 294.0 0.10 29.4 Base Total: 294.0 29.4 Under Attic 30.0 294.0 0.10 X 1.00 As -Built Total: 294.0 29.4 29.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = • Points Slab 49.0(p) -2.1 -102.9 Raised 0.0 0.00 0.0 Base Total: -102.9 Slab -On -Grade Edge Insulation 0.0 49.0(p) -2.10 As -Built Total: 49.0 -102.9 -102.9 INFILTRATION Area X BWPM = Points Area X WPM = Points 466.0 -0.06 -28.0 466.0 -0.06 -28.0 Winter Base Points: 391.5 Winter As -Built Points: 621.5 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 391.5 0.6274 245.6 621.5 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 621.5 1.00 1.123 1.000 1.000 697.7 697.7 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGauge'T DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 2369.0 40.0 0.88 As -Built Total: Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 5316 246 2369 7930 4691 698 2369 7758 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 40.0 0.88 As -Built Total: 1 1.00 2369.00 1.00 2369.0 2369.0 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE9K Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. fi breaker Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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. ,v /A Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 0 Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air baffler; 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. I/ 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 sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. p/ Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, —A-4f . have combustion air. r Additional Infiltration reqts 606.1 ABC.1.3 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit (electric) or cutoff (gas) must be provided. External or built-in heat trap required. fi breaker 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 %. ,v /A Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ijef 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. 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. I/ FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESC EnergyGaugeTa.' DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 Site Plan submitte Plan Approved ' By ret r DH 4015. 10/96 (Replaces HRSH Fonn 4015 which may be used) (Rio* Rainbow: 5744-002-4015-8) • STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PE Permit Application Number PART II - SITE PLAN - -` ' _, Scale: Each block represents 5 feet and 1 inch = 50 feet iii so I •a ■ u.. 1111 " 1111 MU II wave ME 01100 IN = II i a . ■ . ■ RIM 102001100•0N0 i a. ..� ifi. 0. 6 7 _ MI . 1. . 111111111111111 . 1 1111111111111110 ; .■ .. ■ ■_ zr. 1000111000011110000 � ■ MI I ■ i ■. ■ ■...■....•• , r.... ....�uu u ■ i Wil u. ■. . r...� !■ i gri ■ .l. ■ i a i ■ u ,ra...� i - r. .auu .► i ■.. u.....■/ r ■1l um urn . .■ 1 uuuu a•u ' i■■i■. ■� ` ...■ r ■.■ ■ ■.�r . n■ iii• •.. l . a� .uuam �1iu • . ■' iiisommom I.■. UU I. . v iii ■ r UMW NW I M . iii r o o m Ili ■■... ■....1■■..■■iR _ + { ■■.■ ■.■.., m■ .T.■ ■u. 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II■■ _ �� ■ ■■MMA t MW ■/■■/ um mmemm . ■ ■ ` �■ i ■ Notes: Ti.„ rAl sin ii a Adak ai r,1' 7 b 9 ..4,m 4, fi, , cs . ; A C r> By STATE OF FLORIDA DEPARTMENT OF HEALTH g APPLICATION FOR ON; ITE SEWA9E DISPOSAL SYSTEM CONSTRUCTION PET4 Permit Application Number y Plan Approved Site Plan submitte h— - DH 4015.10/96 (Replaces HRS-H Form 4016 which may be used) pack Nuirber: 5744 - 002440154 a PART II - SITE PLAN Signature Not Approved k ALL CHANGES MU: APPROVED BY THE COUNTY HEALTH DEPARTMENT Tide Date ounty Health Department Page 2 of 3 Pil RECORr) ACC011't4T T f ID': • 7. [TION p MUNICIPALITY PLAN REVIEW STATEMENT REVIEW TYPE: PLAN REVIEW R. GEOFFREY P DORNEY NE 98 STREET AMI SHORES, FL 44396635 DATE A 8/3/2004 10:11:29AM Pay this amount: RECEIVED: 8/2/2004 FOLIO: 1132060130890 50.00 50.00 2004080214174081 8/3/2004 10:15:18AM PROJECT: RESIDENTIAL ADDITION REVIEWER: WONGK REVIEW TYPE: PLAN REVIEW CONTACT INFORMATION: COI: N COl ID: NONE COI Zone: 0 COI Covenant: N Covenant on File ?: Current use of property: n/a Improvement ADDITION ATTACHED Description of Work: Addition of bedroom, den, and bathroom COMMENTS: 1. REVIEWS 2. CR- SIGNOFFS 3. HOLDS N/A N D056 MINIMUM REVIEW MUNICIPALITIES PLAN REVIEW MR GEOFFREY P DORNEY 90 NE 98 STREET MIAMI SHORES, FL 9544396635 Water Abutting?: Y WE #: n/a Sewer Abutting ?: N SE #: n/a Gravity or Force: N ORIGIN: RECEIVED: 8/2/2004 FOLIO: 1132060130890 Well : Septic Tank: Y Ft2 Existing Bldg: 0 Ft2 Proposed Bldg: 0 2004080214174081 08 -03 -2004, By: wongk City of Miami Shores; Residential Attached Addition of bedroom, den, and bathroom. Water /Septic Tank and Drainfield Relocated - OK-No Sewers Abutting/No COI/No Contaminated Sites/City of Miami Shores enforces own tree code. PAY FEES FIRST; THEN ISSUE APPROVED PLANS. RI P' .... STATU A 8/3/2004 10:11:29AM A 8/3/2004 10:11:46AM 12/30/1899 12:00:00AM wongk 50.00 wongk 50.00 0.00 1111111111 IIll 11111 IIll 11111111111111111111111111 1111111111111 11111 IIII IIII III liii Derm Number: 2004 - 0802 - 1417 - 4081 Contact Name: MR GEOFFREY DORNEY Contact Phone: (954)439 -6635 Folio: 11 -3206- 013 -0890 Project Name: RESIDENTIAL ADDITION Date Received: 08/02/2004 Reviewer Name: KIRK WONG I r . FORM 600A -2001 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: DORNEY 90 N.E. 98th Street MIAMI, FL 33161 - Mrs. Dorney South Builder. Permitting Office: Permit Number. Jurisdiction Number. Owner • 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft New Multi- family - 2 4 No 2300 ft 7. Glass area & type - a Clear - single pane 268.6 ft _ b. Clear - double pane 0.0 ft - c. Tint/other SHGC - single pane 90.7 11 - d. Tint/other SHGC - double pane 37.9 ft 8. Floor types a Slab -On -Grade Edge Insulation R=0.0, 225.5(p) ft - b. N/A c. N/A 9. Wall types a Concrete, hit Instil, Exterior b. Concrete, hit Instil, Exterior c. Concrete, Ext Insul, Exterior d. Concrete, Ext Insul, Exterior e. N/A 10. Ceiling types a Under Attic R =30.0, 2300.0 ft - b. N/A c. N/A 11. Ducts a Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 200.0 ft - b. N/A R =5.0, 553.2 ft - R =5.0, 509.5 11 - R =5.0, 761.2 ft - R =5.0, 731.2 ft - I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARE DATE: I hereby certify that this • ildi compliance with the Florida Energ OWNER/AGENT: DATE: 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. Electric Resistance b. N/A c. Conservation credits (HR Heat recovery, So DHP- Dedicated heat 15. HVAC credits (CF- Cefling fan, CV HF -Whole house fan, PT- Programmable MZ- C- Multizone MZH Multizone h FnergyGaugee (Version: FLRCPB v3.22) Cap: 42.0 kBtu/hr - SEER 11.00 • Glass /Floor Area: 0.17 Total as -built points: 35182 Total base points: 39323 PASS Cap: 36.0 kBtu/hr COP: 1.00 _ Cap: 60.0 gallons - EF: 0.88 Review of the plans and specifications covered by this calculation indicates compliance -with the Florida Energy Code. afore construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2300.0 32.50 13455.0 Double, Tint N 2.0 6.3 37.9 25.96 0.91 896.1 Single, Tint N 2.0 6.3 84.0 27.68 9.91 2118.3 Single, Tint N 2.0 6.3 6.7 27.68 0.91 169.0 Single, Clear S 2.0 7.2 37.9 62.19 0.85 1991.8 Single, Clear S 2.0 7.2 56.6 62.19 0.85 2976.2 Single, Clear W 2.0 6.5 31.5 65.53 0.88 1811.5 Single, Clear W 2.0 6.3 19.1 65.53 0.87 1091.1 Single, Clear W 2.0 6.3 12.0 65.53 0.87 685.5 Single, Clear W 2.0 2.8 9.5 65.53 0.64 398.0 Single, Clear E 2.0 7.7 75.8 73.03 0.91 5036.1 Single, Clear E 2.0 4.7 19.6 73.03 0.79 1128.1 Single, Clear E 2.0 3.8 6.7 73.03 0.73 355.5 As -Built Total: 397.2 18657.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 553.2 2.00 1106.4 Exterior 2555.1 2.70 6898.8 Concrete, Int Insul, Exterior 5.0 509.5 2.00 1019.0 Concrete, Ext Insul, Exterior 5.0 761.2 1.20 913.4 Concrete, Ext Insul, Exterior 5.0 731.2 1.20 877.4 Base Total: 2555.1 6898.8 As -Built Total: 2555.1 3916.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 35.0 9.40 329.0 Exterior 147.5 6.40 944.0 Exterior Wood 40.0 9.40 376.0 Exterior Wood 72.5 9.40 681.5 Base Total : 147.5 944.0 As -Built Total: 147.5 1386.5 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2300.0 2.80 6440.0 under Attic 30.0 2300.0 2.77 X 1.00 6371.0 Base Total: 2300.0 6440.0 As -Built Total: 2300.0 6371.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 225.5(p) -20.0 - 4510.0 Slab -On -Grade Edge Insulation 0.0 225.5(p -20.00 - 4510.0 Raised 0.0 0.00 0.0 Base Total: - 4510.0 As -Built Total: 225.5 - 4510.0 r . FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. Nth Street, MIAMI, FL, 33161- PERMIT #: EnergyGauge® DCA Form 600A-2001 EnergyGaugett/FiaRES'2001 FLRCPB x,3.22 BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2300.0 18.79 43217.0 2300.0 18.79 43217.0 Summer Base Points: 66444.8 Summer As -Built Points: 69037.9 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit'' '= Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 66444.8 0.4266 28345.3 69037.9 1.000 (1.004 x 1.165 x 0.90) 69037.9 1.00 1.053 0.310 0.310 1.000 1.000 22529.5 22529.5 • FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 90 N.E. 98th Street, MIAMI, FL, 33161- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnetgyGauge5/F1aRES2001 FLRCPB v3.22 BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2300.0 2.36 977.0 Double, Tint Single, Tint Single, Tint Single, Clear Single, Clear N 2.0 N 2.0 N 2.0 S 2.0 S 2.0 6.3 6.3 6.3 7.2 7.2 37.9 84.0 6.7 37.9 56.6 2.66 0.99 4.98 0.99 4.98 0.99 3.55 1.03 3.55 1.03 99.5 413.6 33.0 138.1 206.3 Single, Clear W 2.0 6.5 31.5 4.47 1.00 140.7 Single, Clear W 2.0 6.3 19.1 4.47 1.00 85.3 Single, Clear W 2.0 6.3 12.0 4.47 1.00 53.6 Single, Clear W 2.0 2.8 9.5 4.47 1.02 432 Single, Clear E 2.0 7.7 75.8 3.76 1.02 290.9 Single, Clear E 2.0 4.7 19.6 3.76 1.04 76.5 Single, Clear E 2.0 3.8 6.7 3.76 1.05 26.4 As -Built Total: 397.2 1807.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 553.2 0.90 497.9 Exterior 2555.1 0.60 1533.1 Concrete, Int Insul, Exterior 5.0 509.5 0.90 458.5 Concrete, Ext Insul, Exterior 5.0 7612 0.30 228.4 Concrete, Ext Insul, Exterior 5.0 731.2 0.30 219.4 Base Total: 2555.1 1533.1 As -Built Total: 2556.1 1404.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 35.0 2.80 98.0 Exterior 147.5 1.80 265.5 Exterior Wood 40.0 2.80 112.0 Exterior Wood 72.5 2.80 203.0 Base Total: 147.5 265.5 As -Built Total: 147.5 413.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2300.0 0.10 230.0 under Attic 30.0 2300.0 0.10X 1.00 230.0 Base Total: 2300.0 230.0 As -Built Total: 2300.0 230.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 225.5(p) -2.1 -473.5 Slab -On -Grade Edge Insulation 0.0 225.5(p -2.10 -473.5 Raised 0.0 0.00 0.0 Base Total: -473.5 As -Built Total: 225.5 -473.5 . FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98th Street, MIAMI, FL, 33161- PERMIT #. EnergyGauge® DCA Form 600A -2001 EnergyGauge®VFIaRES2001 FLRCPB x3.22 BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2300.0 -0.06 - 138.0 2300.0 -0.06 -138.0 Winter Base Points: 2394.1 Winter As -Built Points: 3042.7 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit .= Heating Component Ratio Multiplier Multiplier Multiplier Points (DMxDSMxAHU) 2394.1 0.6274 1502.0 3042.7 1.000 (1.009 x 1.137 x 0.91) 3042.7 1.00 1.044 1.000 1.000 1.000 1.000 3176.5 3176.5 . FORM 606A WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98th Street, MIAMI, FL, 33161- PERMIT #: EnergyGaugem DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.22 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2369.00 AS -BUILT 60.0 0.88 As -Built Total: 4 1.00 2369.00 1.00 9476.0 9476.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 28345 1502 9476 39323 22530 3176 9476 35182 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2369.00 9476.0 60.0 0.88 As -Built Total: 4 1.00 2369.00 1.00 9476.0 9476.0 . FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98th Street, MIAMI, FL, 33161- PERMIT #: i PASS EnergyGaugeN DCA Foim 600A -2001 EnergyGaugeVFiaRES'2001 FLRCPB v3.22 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Madmum:.3 cfm/sq.ft window area; .5 cfm/sq.ft door area. CHECK Exterior Windows & Doors 606.1.ABC.1.1 Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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. Floors 606.1ABC.1.22 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is Installed that Is sealed to the perimeter, penetrations and seams. 610.1 Ceilings 606.1 ABC.1.2.3 Between walls & 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. 607.1 Recessed Lighting Foctures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 604.1, 602.1 Multi -story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS 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. CHECK Water Heaters 612.1 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 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Shower heads 612.1 Air Distribution Systems 610.1 An 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. 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 oiling & floors R -11. FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 90 N.E. 98th Street, MIAMI, FL, 33161- PERMIT #: i 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST -22 OTHER PRESCRIPTIVE MEASURES (must be met or exuded by all residences. EnergyGaugetm DCA Form 600A-2001 EnergyGaugeEVFiaRES'2001 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- farmily 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. Mrs. Domey, 90 N.E. 98th Street, MIAMI, FL, 33161- New - 12. Cooling systems Multi -family - a. Central Unit Cap: 42.0 kBtu7hr 2 _ SEER: 11.00 4 b. N/A - No 2300 ft c. N/A 7. Glass area & type - a. Clear - single pane 268.6 ft _ 13. Heating systems b. Clear - double pane 0.0 ft - a. Electric Strip Cap: 36.0 kBtu/br - c. Tint/other SHGC - single pane 90.7 ft - COP: 1.00 - d. Tint/other SHGC - double pane 37.9 ft b. N/A - 8. Floor types - a. Slab -On -Grade Edge Insulation R:1.0, 2255(p) ft - c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 60.0 gallons - a. Concrete, Int Insul, Exterior R=5.0, 553.2 ft - EF: 0.88 _ b. Concrete, Int Insul, Exterior R =5.0, 509.5 ft - b. N/A - c. Concrete, Ext Insul, Exterior R =S.O, 761.2 ft - d. Concrete, Ext Insul, Exterior R =5.0, 731.2 ft - c. Conservation credits e. N/A (HR Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R=30.0, 2300.0 ft - 15. HVAC credits b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts __ PT-Programmable Thermostat, a. Sup: Con. Ret: Unc. AH: Interior Sup. R=6.0, 200.0 ft - MZ-C-Multizone cooling, b. N/A MZ HMultizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is liat a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergySt, designation), 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.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.22) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature Winter setpoint Winter temperature difference Total heating load calculation Submitted heating capacity Submitted as % of calculated 47 F 70 F 23 F 29138 Btuh 36000 Btuh 123.6 % Summer design temperature Summer setpoint Summer temperature difference Total cooling load calculation Submitted cooling capacity Submitted as % of calculated 90 F 75 F 15 F 32507 .Btuh 42000 Btuh 129.2 Load component Load Window total 397 soft 9224 Btuh Wall total 2555 soft 8432 Btuh Door total 148 . soft 1561 Btuh Ceiling total 2300 soft 1840 Btuh Floor total 226 ft 4194 Btuh Infiltration 154 cfm 3887 Btuh Subtotal 29138 Btuh Duct loss 0 Btuh TOTAL HEAT LOSS 29138 Btuh Mrs. Domey 90 N.E. 98th Street MIAMI, FL 33161- Residential System Sizing Calculation Summary Project Title: DORNEY ft Cooling Load (for 2300 soft) WINTER CALCULATIONS Load component Window total 397 soft Wall total . 2555 soft Door total 148 soft Ceiling total 2300 soft Floor total infiltration 134 cfm Internal gain Subtotal(sensible) buct gain Total sensible gain < - -- Latent gain(infiltration) Latent gain(intemal) Total latent gain TOTAL HEAT GAIN Load 11474 Btuh 5621 Btuh 1534 Btuh 3220 Btuh 0 Btuh 2218 Btuh 2400 Btuh 26468 0 Btuh 26468 " Btuh 5119 Btuh 920 Btuh 6039 Btuh 32507 Btuh Fnar vr,aiwipe FI P(!PR J.i 99 SUMMER CALCULATIONS vim( Code Only Professional Version Climate: South 1/31/04 Window Panes /SHGC/Frame/U Orientation Area X HTM= Load 1 2, Tint, Metal, DEF N 37.9 16.7 633 Btuh 2 1, Tint, Metal, DEF N 84.0 26.6 2234 Btuh 3 1, Tint, Metal, DEF N 6.7 26.6 178 Btuh 4 1, Clear, Metal, 1.00 S 37.9 23.0 871 Btuh 5 1, Clear, Metal, 1.00 S 56.6 23.0 1302 Btuh 6 1, Clear, Metal, 1.00 W 31.5 23.0 724 Btuh 7 1, Clear, Metal, 1.00 W 19.1 23.0 439 Btuh 8 1, Clear, Metal, 1.00 W 12.0 23.0 276 Btuh 9 1, Clear, Metal, 1.00 W 9.5 23.0 218 Btuh 10 1, Clear, Metal, 1.00 E 75.8 23.0 1742 Btuh 11 1, Clear, Metal, 1.00 E 19.6 23.0 451 Btuh 12 1, Clear, Metal, 1.00 E 6.7 23.0 154 Btuh Window Total 397 9224 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 553 3.3 1826 Btuh 2 Concrete - Exterior 5.0 510 3.3 1681 Btuh 3 Concrete - Exterior 5.0 761 3.3 2512 Btuh 4 Concrete - Exterior 5.0 731 3.3 2413 Btuh Wall Total 2555 8432 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 35 10.6 370 Btuh 2 Wood - Exter 40 10.6 423 Btuh 3 Wood - Exter _ 73 10.6 767 Btuh Door Total 148 1561 Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2300 0.8 1840 Btuh Ceiling Total 2300 1840Btuh Floors Type R - Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 225:5 ft(p) 18.6 4194 Btuh Floor Total 226 4194 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 23000(sqft) 154 3887 Btuh Mechanical 0 0 Btuh Infiltration Total 154 3887 Btuh System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only DORNEY Professional Version Climate: South Mrs. Domey 90 N.E. 98th Street MIAMI, FL 33161- - Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 1/31/04 Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.00) Total Btuh Loss 29138 Btuh 0 Btuh 29138 Btuh Fnwnvt Ft R(:PR VVY7 Mrs. Dorney 90 N.E. 98th Street MIAMI, FL 33161- Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only DORNEY Professional Version Climate: South 1/31/04 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U -Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Fruarr►vf`.arui FI RnPR VA 99 Window . Type Panes/SHGC/U/In: Overhang Len Hqt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 2, Tint, DEF, B, N N ei f0 Iz. N.: co t0 t0 N I: 4 lh N N N N N N N N N N N N 37.9 0.0 37.9 11 11 417 Btuh 1, Tint, DEF, B, N N 84.0 0.0 84.0 16 16 1344 Btuh 1, Tint, DEF, B, N N 6.7 0.0 6.7 16 16 107 Btuh 1, Clear, 1.00, B, N S 37.9 37.9 0.0 18 28 662 Btuh 1, Clear, 1.00, B, N S 56.6 56.6 0.0 18 28 1019 Btuh 1, Clear, 1.00, B, N W 31.5 4.3 27.2 18 52 1 491 Btuh ti 1, Clear, 1.00, B, N W 19.1 0.0 19.1 18 52 993 Btuh 1, Clear, 1.00, B, N W 12.0 0.0 12.0 18 52 624 Btuh 1, Clear, 1.00, B, N W 9.5 5.7 3.8 18 52 299 Btuh 1, Clear, 1.00, B, N E 75.8 16.4 59.4 18 52 3382 Btuh 1, Clear, 1.00, B, N E 19.6 6.3 13.3 18 52 805 Btuh 1, Clear, 1.00, B, N E 6.7 1.1 5.6 18 52 312 Btuh Window Total 397 11474 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 55;1.2 2.2 1217 Btuh 2 Concrete- Exterior 5.0 509.5 2.2 1121 Btuh 3 Concrete - Exterior 5.0 761.2 2.2 1675 Btuh 4 Concrete - Exterior 5.0 731.2 2.2 1609 Btuh Wall Total 2555.1 5621 Btuh Doors Type Area HTM Load 1 Wood - Exter 35.0 10.4 364 Btuh 2 Wood - Exter 40.0 10.4 416 Btuh 3 Wood - Exter 72.5 10.4 754 Btuh Door Total 147.5 1534 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 30.0 2300.0 1.4 3220 Btuh Ceiling Total 2300.0 3220 Btuh Floors Type R -Value Size HTM . Load 1 Slab -On -Grade Edge Insulation 0.0 225.5 ft(p) 0.0 0 Btuh Floor Total 225.5 . 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 23000 134.4 2218 Btuh Mechanical a 0 Btuh Infiltration Total 134 2218 Btuh Mrs. Domey 10 N.E. 98th Street MIAMI, FL 33161- System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only DORNEY Professional Version Climate: South Reference City: Miami (Def Summer Temperature Difference: 15.0 F 1/31/04 Internal Occupants 4 Frtartwr,,ai aQil Fl Pr.PR 7, Btuh/occupant Appliance Load X 00 + 1200 2400 Bt h Mrs. Domey 90 N.E. 98th Street MIAMI, FL 33161- Manual J Summer Calculations Residential Load - Component Details (continued) Project Tide: Code Only DORNEY Professional Version Climate: South 1/31/04 Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.00) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (4 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 26468 Btuh 0 Btuh 26468 Btuh 5119 Btuh 920' Btuh 0 Btuh 32507 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEP for default) (InSh - Interior shading device: none(N), BlindslDaperles(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) Finarrna al mull) Fl Rt :PR Vi 9? Jay -$ u -98 05:18P Rotbart & Deutsch, PA by and return tn: Ala ; B. Rotbart Rotbart & Deutsch, PA. 21845 Powerline Road • Suite 201 Boca Raton, FL 33433 Grantees tat identification number Property folio number (Corporate Seal) ATTCCT• a !% V /..f SAC e. a:1811971612 561 361 8086 P_05 98 R 249981 1998 NAY 27 12 :12 DOCSTPDEE 768.00 SURTX 0.00 HARVEY RUVIN, CLERK DADE COUNTY, FL (Space Above This Line for Recording Data) SPECIALWARRANTY DEED• This Indenture, Made this 4 r da/ of May, 1998, between THE CHASE MANHATTAN BANK, F/K/A CHEMICAL BANK, grantor , a corporation existing under the laws of the State of New York , and whose post office address is 3415 Vision Drive, Columbus, OH 43219, and GEOFFREY P. DORNEY AND ANGELA M. DORNEY, HUSBAND AND WIFE, grantee * , whose post office address is 90 NE 98th Street, Miami Shores, FL 33138. * "grantor° and "grantee" are used for singular or plural, as context requires Wr 4ESSETH: That said grantor, for and in consideration of the sum of TEN AND No /100 DOLLARS ($10.00) and other valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold, to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Dade County, Florida, wit: LOTS 1 AND 2, BLOCK 7, AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SUBJECT TO REAL ESTATE TAXES FOR THE YEAR 1998 AND THEREAFTER. SUBJECT TO EASEMENTS, DEDICATIONS, LIMITATIONS, ETC. OF RECORD, AND ZONING ORDINACES, WITHOUT. HOWEVER, REIMPOSING THE SAME. SUBJECT TO OTHER MATTERS APPEARING ON THE PLAT AND /OR COMMON TO THE SUBDIVISION. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND Said grantor does hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land, and will defend the same against the lawful claims of all persons claiming by, through or under the said grantor. IN WITNESS WHEREOF, grantor has hereunto set grantor's hand and seal the day and year first above written. Ma,y'$20 -98 05:19P Rotbart & Deutsch, PA STATE OF OHIO COUNTY OF DELAWARE The foregoing instrument was acknowledged before me this z 1st day of May , 19 98 by Sheree Merritt and Sue Hupp o f The Chase Manhattan Bank, t/k/a Chemical Bank, on behalf of the corporation. He/she/they are personally known to me or have produced as identification, and did take an oath, and that they severally acknowledged executing the same in the presence of two subscribing witnesses and voluntarily under authority duly vested in them by said corporation and that the seal affixed thereto is the true corporate seal of said corporation. (Seal) mom= ,sTIQEOF OM WCOMMORIMPIROwntaxe REC.18 11911613 )7 K, Notary Public Print Name: Matthew Kantor My Commission Expires: 561 361 8086 P_06 RECORDED m+OFFI 4 ORC OOK °RDA &COUNTY, R E C V E R E D HARVEY RUM CLERK °n2e comer BUILDING ECE0�/I PERMIT APPLICATION ' AUG FBC 2001 Permit Type (circle): Building Electric City Qualifier Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) A State Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Phone # Owner's Address cto City I ow ,% State Tenant/Lessee Name o.` Structural Plan Review. $ ' lum ing Zip Permit No. Phone # aster Permit No. de©w e n VS t Phone # Mechanical Job Address (where the work is being done) © ©� . $t'', t �i�►w� 1' � � 4 �, L 1 �� 13 8 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES . Contractor's Company Name �t P°® � ll *t..c b 6 T AO.. Phone 080 C C s Contractor's Address 'Al ( t/ j ►d, 11 V� Zip rS � tVL State Certificate or Registration No. Certificate of Competency No S CO 19 l $ Value of Work For this Permit ` ) .j( SO 0 Square Footage Of Work: - G — ' '. Type of Work: dition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ****************************F *, * * * ** *, * *, * * * *, *, Fees *, *, *, * * **** *** ****** ,: **** ** Submittal Fee $ Permit Fee $ � b CCF $2 CO /CC °~' Notary $ Training/Education Fee $ CA-60 Technology Fee $ ( Lo Zs6 Scanning $ Radon $ Zoning Bond $ My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Bonding Company's Name (if applicable) Bonding Company's Address City • State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stat Zip Application is hereby made to obtain a permi o do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pe is it and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understan that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, ATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ism( d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner Agent '� Contractor The foregoing instrument was acknowledged before me this I ( The foregoing instrument was acknowledge day of RG , 20 by e 4 j day of i c , 20 (ker by who is personally known to me or who has produced who is personally known to - e or wh. . s produced As identification and who did take an oath. NOT RY PUBLI NOTARY P Sign: Print: Commission Expires: on and who did take an oath. ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 5 Oki Plans Examiner Engineer Zoning RE E viED AUG 2 5 Z9D5 ----------- - Owner's Name (Fee Simple Title o - City (i caVInn' %Vtiliet,N State (Z Tenant/Lessee Name Job Address (of where the work is being done) q 0 Wt. S e br+rt of City ?o0+AA' " County t, Lek... Zip 3 % 'S 8 7 A /. Legal Description Y �� . _ . �'_ _ .� �' �, 1: , = 1A,a° oulC. ilwAsi.., TO V\ c Contractor's Company Name A lt.A.P Q k'cd t? r" ) .ANC. Phone # (7d Jq■ 755 5 v Contractor's Address It( A l t L 22 iNso 1 c City Y \ qy,A. State ` Qualifier A v►i' v1+o, t vofeis Describe Work: 0,341 k" t'1 K I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. • Owner or Age The foregoing instrument was acknowledged before me this p „ this d a y of Z c , 20 o (, by who is personally known to me or who Sign: Print: My ssion Expires: Rev. 09/19/03) Miami Shores Village Building Department Zip • WSW Phone # %TA Zip P L 1 y 2 regoing instrument was acknowledged before me IAN , 20 by ��V► -t_, who is personally known to me or who has produced take an oath. � I. as identification and • ▪ MAIN P. • . • gyp,, • • ..: S tWt • • • ▪ 4 ■r .ni:. Print: 4 /!., if . • r ® �' h iliiiiiiiiilliumig • • • • , - ;, ,;,� - , .' U - S • • ... • • • • • • • • • . • • • • • ... 0 • • • . • • • • . • . • • . . • • ...... • .. • . • • • 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 Chapter 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. CV 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. C ' 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). 3. Common Roofs: Commoriakefs eahose which have no visible delineation between neighboring units (i.e. townhouses, cbiidominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify 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. 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. 6. 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. r 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. // Ii • , I er's /A y. is tune Date 0 4 CADOenmcnta and SettlnpkkammnstLoa l SeWogatTimptTempoeary Internet Fin1ConOmNFSWICLRAFIl :4£.Cf10N 1514111.doe Florida Buildino Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name RLI/ -1 Vo\AJ&J Job Address ao NE gcl+h S� hiLow Slope ❑ Mechanically iy Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ROOF CATEGORY • LB Mortar7Adhesive S et Til ❑ Wood Shingles/Shakes ARE THERE GAS VENT STAC • YES ❑ NO El 4t. TYPE-NATURAL ❑ LPGX ❑ ❑' Prescriptive BUR-RAS 150 ROOF TYPE I New Roof ❑ Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance 9 g P Ma Hance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ISO 750 qot 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. i.. C... C...:. CCCCi.:. A. mii " rii. . o...CC. . "... ...i .�i......C.. 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Hunioane Zone Uniform Permit ;. • Form. • Section C (Low Slope Roof System) • Fill in Specific Roof Assembly Components and identify Manufacturer . (If a component Is not used.. ,ps •NA') System Manufacturer: b Kip ; . 03 5o1 i as Design Windd Pressures, From RAS 128 or Calculatto • Pm J rodrs O■Pmerd: • 13 Pmax3 l 3 ' arsta 11.41e , •.frL i atp Top Insdati0n Layer; • . Top Insulation Size and Thickness; • Top Insulation Fastener/Bonding Material: Base Sheet(s) a No. of PIy(s); Base Sheet FastenerlBonding Material: Ply Sheets) S No. of 1,(s)• Piy►F Material: Top ply: 6 T FR Mo d 1 ed 1 11`f ttv t Tappyesterrnding Material: Surfadrig: Fastener Spacing torAnchor!Base Sheet Attachment • Field: A.2 oo 411) Lap. B Rtowa ( 9 aloe • Perimeter. ) ' 00 41-11P; 8 Rawl1 41 � "' 00 .Comer.. L oc Lap, 8 Rows ' (0• oo • Number of Fasteners Per Insulation 'Board . • Mau priori P , the Spec& NOA . 1 Nl ype • • oaugerrhldcness: •51•1 » slope; 0 • MchooBase Sheet & No. of Ply(s): Field Perimeter Corner_ Illustrate Componenta Note and • Details as Applicable: • Woodbiocking. Griper, 'Edge .Termination,• Stripping, Flashing. Continuous Cleat. Cant Strip, Base Flashing, Counter- Flashing. Coping, Eta 80 WWI: Mean Roof Height, Parapet Height, eei Height of Base Flashing, Component Material. • Material Thidmess, Fastener Type, . Fastener • Spacing or Submit Manufacturers 'Details that Comply with RAS 111 and Chapter 18. Insulation Base Layer. trio Base Ineraation Shoe and Thickness: 141k C t M 0 Base tnsulation Fastener/Bonding Material: . Roof System Manufacturer: 1 Ef Notice of Acceptance Number: 0 Z_ 111 S 1'03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or or Calculations): HS P1: `'S P2: 9St( P3: C I 5-1 1 Maximum Design Pressure J (From the NOA Specific System): t' r Method of tile attachment: PO \, F O&W .k e 1 V e Roof Slope: :12 Florida Building Code. Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section D (Steep Sloped Roof System) Deck Type: Steep Sloped Roof System Description 1%6 ype Underlayment: nsulation: Ridge Ventllatio Z Fire Barrier: Mean Roof Height: a A3o FeI+ V/A- astener Type & Spacing: / 11 v dhesive Type: �� cc, ype Cap Sheet: oof Covering: qo /a,-e notkuvi - 5 Type & Size Drift -+-1 1 . Edge: I -2Y-2 cl V • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 Section E (Tile Calculations) For Moment based tile s ystems, choose either Method 1 or 2. Compared the values for Mr with the values from M 1. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the Me attachment method is acceptable. 1 "Moment Base T Calculate ns Per RAS 127" ff t 1 -Mg: i1, =Mr' � NOA r a1 -M M �'� NOA 11 - Mg: _ mr ! NOA i Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA 1VIr M Required Moment Resistance* Mean Roof Height — Root Slope 2:12 3:12 4:12 5:12 8:12 7:12 15' 34.4 32.2 304 284 294 244 20' 38.5 344 32.2 30.1 28.0 25.9 25' 38.2 38.0 33.8 31.8 294 27.1 30' 39.7 374 35.1 32.8 30.5 28.2 40' 2.2 39 37.3 34.9 32.4 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 F. If the F' values are greater than or equal to the F values, for each area of the roof, then the file attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : x l• = x w: = ) — W x cos 0: = F NOA (Pis Y I: = x w• = ) - W: x cos 0: = Fa: NOA (P3 : x l: x w: = ) — W x cos @: = F NOA F' - Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance . IVErtinmm Attachment Resistance Requited Uplift Resistance Aveia Weight Tile Symbol P1 or P2 or P3 H 0 M Mr Mr F' Fr w I= length wa width Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA Ail moons roust be submitted to the Building Official at the time of permit application. M I A M MADE RU111b1;1G CODE COMPLIANCE OFFICE (}ICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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 Coininitte,• to be tip ed in 1:1iar. :i Dade County and other al;as where allowed by the Authority l laving Jurisdiction (AID). '1 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 A1-[J (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 Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apernianent 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 h shall be clone 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 Fi ank Zulcaga, RRC. NOA No: 03 -0501 .02 Expiration Date: 11 /06/08 AFproval Date:10/23 /03 Paige 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub- Category: Deck Tyne: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product CAF Asphalt Concrete Primer (Matrix''" 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix's System Pro Aluminum Roof Coating Fibered 301) GAF Ietblack All Weather Plastic Cement (Matrix'' Standard Wct/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultimart Buse Sheet GAFGLAS Flex PlyT 6 GAPOI.AS Ply 4® GAFGLAS®Mincral Surfaced Cap Sheet GAPGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide Test Specification AST.f D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM 1)4601 ASTM I) 2178 ASTM D2178 ASTTm D 3909 ASTM D3672 ASTM 1) 4897 Product Description Asphalt concrete printer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.ShieldC Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated 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 , GA1 7 0I.AS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - WeIdTM Granule RUBEROID® SBS Heat - WeldrM 174 FR RUBEROID® SBS Heat - WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUREROID® SBS Hleat- Wc1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROI1) MOP PLUS RUI3EROID MOP 170FR. RUBEROID MOP FR RUI3EROII) TORCH Sniootli 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 inter) Wide 39.37" (1 meter) Wide 39.37" (1 enter) 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 it, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 A ST141 D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM I) 5147 ASTM D 6164 ASTM D5147 ASTM D 6164 .A`I'M D 5147 A STTM D 6222 AS 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. Novi 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 SI1S- modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester neat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester gnat 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 retardaut polymer modified asphalt and surfaced with mineral granules. Non - Woven polyester mat 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/O6 ii Approval Date:10/23 /03 Page 3 of 32 • Product ' RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 1701 TORCH Ruberoid® 20 Ruberoid® 30 Rubcroid® 30 FR RUBEROIDD® ULTRACLADO SBS RUI3EROID® Dual FCC Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixT`= System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt. Asphalt L & Asphalt P Shingle - MaieTM Undcrlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1. meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons 100 Ib. cartons, bulk 601b. kegs 4 sq. roll 30 lbs. 1.5 sq. roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 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 1)232, Type I ASTM 1312, Types I,11, III and IV ASTM D 5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen numbranc, granulc 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 irernbnine, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. 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.i Woven fiberglass mat coated with Polymer 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 Iuterply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and iutetply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501 -02 Expiration Date: 11/06/08 Appruvnl Date :10/23/03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat M13 +(Matri 715 MB Coating) WeatherCoter" (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®M13) Matrix 201 System Pro SI3S Flashing (Rubemid®1'rm) Matrix 102 Select Sl3S Adhesive (Ruberoid ®.B) Matrix 202 Select SBS Flashing Matrix. 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibcred Aluminum Matrix 304 Select Non - Fibered RUBIsRO1DCD Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 1)3019 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D4586 5 gallons ASTM D4586 5 gallons ASTM D45SG 5 gallons ASTM D3019 5 gallons ASTM D 2824 5 gallons ASTM 02824, Type I 5 gallons ASTM D 3019 Type 1ff 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- fibercd. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA Nu: 03- 0501.02 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 (MC'A)GAFI`EMP® Fiberboard GAI9. EMP® Permalite GAFrEMP GA.FCANTT� (JAFT'F.MP Permalite Recover Board GAFFEMP GAFEDGETm Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA. Composite EnergyGuard, kA PYROX White Line ACFuacn I, II & Composite ISO 95a 180 Composite EI'S Wood Fiber High Density Wood Fiberboard Pelite/I.Jrctliane Composite Periite Insulation Dens Deck ENRG'Y -2 & E'NRG'Y -2 PLUS, Uitra(iard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Pe.rlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynuratel ood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate 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 Polyisocyanurate 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: 11/06/08 Approval Date:10/25 /03 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 1. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTTTE® (Drill -Tec ®) ASAP 3. GAFTITEG (Drill -Tec ®) Base Sheet Fastener and Plante 4. Galvalume Plates (Drill Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener Product Name TABLE 2 Product Description GIass fiber/Mineral fiber insulation Polyisocyanurate foam / rckwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre-assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume l:ex stress plate. Polypropylenc locking plate. Insulation fastener for wood and steel. • Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions 2 7/8" x 3 1/4" 3 "x3V/a" 3" round 3" square 3.2" 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 /" GAF Materials Corp. 3" and 31" GAF Materials Corp. Construct Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc.. ITW Buildex Corp. ITW Buildcx Corp. ITW Buildcx Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Paige 7 of 32 APPROVED FASTENERS: Fastener Number 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul-Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast Product Name 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency. Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume A7S5 steel plate 3" round gaivalurne ALSO steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift 1'A 114 GAF -020 -02 -01 02-005 (2-0 14 Manufacturer Dimensions (With Current NOA.) Olympic ]Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" sound Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round Description 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 -Nast Corp. The Tru -Fast Corp. Dote 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11 /06 /OS Approval Date:10/23/03 Page 8 or 32 Membrane Type: 4I3S/SDS 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`t Base Sheet, STRATAVENTC) Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLASU Ply 40, GAFGLAS Flex P1ynt 6, GAFOLAS #75 Base Sheet or any Options: of above Rase 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.a. in the field. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tex (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rotes are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Press ee G ajnitation #7) GAFGLAS Flex PlyTbt 6, GAFGLAS #75 Base Sheet '.)r 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" lap sta nd in two rows 9" o.c. in the field. (Maxim urn Design Pressure r_ 2.5 s ee General Limitation #7) 461i 2 GAFGLAS #75 Base Sheet o ny of above Rase sheets attached to deck with Ply Sheet: hill -Tec (GAIT[T1's) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One V"' 12 row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. 1024 r3 in the field of the sheet. (Maximum Design Pressure --60 psf, See General Limitation #7) ,. Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAPTITE) insulation plates at a fastener spacing of 9" o.c. . at the 4" lap staggered in two rows 9" in the field. (,i'Iuxilnum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (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. (Maximum Design Pressure —75 psf, See General Limitation #7) (Optional) One or re .lies Q FGLAS PLY 4C), GAFGLAS Flex Ply 6, GAFGLAS 4180, R" ' •O1I) tOP Stnoot 1 or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 Ibs./sq. NOA No: 03- 0507.02 Fs1-piration Date: 11/0 4/08 Approval Date:10RJ /03 Page 26 of 32 , Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20,' Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladmf SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROJDO Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROIU MOP Smooth or RUBEROID 20 is top membrane) Instill 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. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15%. 3. GAF Weathercote® M13 +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal S13(Matrix 602 S13 Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening above NOA No: 03 -001.02 Expiration Date: 11 /[)6/114 Approval Date::10/23 /03 Page 27 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb /sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60lb.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-1-(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 gausq. Maximum Design Pressure: See Fastening Above 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 Heat Weld 170 FR, RUBEROID® SBS Heat- WeldTM, RUBEROID® SBS Heat- We1dTM Smooth, RUBEROID® U1traCladTm SBS and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. NOA No: 03- 0501.02 Expiration Date: 11!06/08 Approval Date:10/23/03 Page29of32 Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: !9 / 32 " or greater plywood or wood plank decks System Type E (1): Base shat mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM , GAFGLAS #75 Base hoe or any of above Base sheets attached to deck with approv annu ar ruig s :an 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 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS 05 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAF ITE) #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 P1yh 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 4" lap sta ered _ d in two rows 9" o.c. in the field. (Maximum Design Pressure 5 .5 s SeeiGeneral Limitation #7) GAFGLAS 1175 Base Sheet or •- o a ve Base sheets attached to deck with Drill -Tcc (GAFTITE) #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 l3ase sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tcc (GAFTTTE) 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 Shcet or any of above Base sheets attached to deck with Drill - ec (GAFI'1'TE) 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. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUI3ER011)® 20, RUBEROID SAS Heat - Weld''' Smooth_or_ RUBEROID SBS Heat-Weld) O:te br more plies GAFGLAS PLY 4® GAFGLAS® PLY 60 Ply or GAFGI S ex y 6 shenradhered in a full mopping of approved asphalt applied within the EV'1' range and at a rate of 20 -40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. GAFGLAS #80 U1timaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUIEROID SAS Heat -Weld 25 base sheet mechanically fastened to deck as described hel NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page Z8 of 32 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 3 2' or greater plywood or wood plank System Type E-2: E*OID® Tile lInderlayment, Base Sheet mechanically attach / f / A All General and System Limitations shall apply. Anchor sheet: GAFGL �C�T#�0 UltimaTM eet, EROID® 20 base sheet or Tile -Mate : , _ ' , : "ZGlodified B e S eeet appf ed with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring hank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyni 6 sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One pfy RUBEROID MOP, UBEROID® MOP PLUS, RUBEROID® SBS Heat -Weld Cn OID ®. SBS Heat We1dTM PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed Maximum Design Pressure: * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 30 of 32 WOOD DECK SYSTEM LIMITATIONS: • 1 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' /a" Dens Deck or 1 /2 Type X gypsum board 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 he 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 lbs./sq., 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'ntaximum. 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 121bs. /sq. Note: Slot attached systems shall be limited to a maximum iaesign pressure of -45 psf. 5. Fastener spacing fur insulation attachment is based on a Minimum Characteristic Fotce (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 attaclunent of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the mnaximurrt 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 re.sistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard 114S 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 #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile. and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and app]icable wind load requirements. 9. The max imum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. 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 117 will not be applicable.) 10. All products listed lietein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. END 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 61, G2 or G3. Membrane: One or more layers of "Rubernid Torch" (smooth or granule), "Rubernid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gat /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isucyanu rate 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 mure layers of Type G1. Membrane: One or mere layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 91, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 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). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gat /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more Byers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth ur granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (optional): One nr more layers perlite, wood fiber, glass fiber, isocyanurate, urethane., perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Pty Sheet (Optional): One or mure layers of Type 61. 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 pertite, 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 61, 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. min. Base Sheet: One or inure layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Pty Sheet: One or more layers of Type G1 "GAFGLAS Ply 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 gal/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 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 (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or -2 ° Ply 6" hot mopped in place. r 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. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT ) 135 ROOFING SYSTEMS (TGFU).— Contimred 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanur,de, 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 It /5 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: " Rubercid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): I:ocy.inurale, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in pla+ e. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGI AS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Rubernid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coaling" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat /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 1t75 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: "Rubernid 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. 115 eck: C -15/32 Incline: 1/2 ......•••.��f In (Optional): Perlita fiber mass_ isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot lopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. • Membrane: "Ruberoid Mop FR' or "Ruberoid Mop 170 Fr e). ' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Street: One or more layers of Type G-2 or G-3 base et, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G-1, hot mopped in Membrane: One layer of "Rubemid Torch" or "R:lberoid Mop" tooth). Membrane: One layer of "Ruberoid Torch IR" or "Ruberoid op FR" 17. Deck: NC Incline: 1 e • 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 Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" 18. Deck: NC Inctine: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet (Optional): Ore or more layers ot Type G-2 or 3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G-1, hot pped in Membrane: One layer of "Ruberoid Torch" (smooth), id Mop" Membrane: One layer of "Ruberoid Torch FR', "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insuletion (Optional): One or mere layers of perlite, is fiber, isocyanurate, urethane, perlite/isckyanurate composite or phenolic, any Base Sheet: One or more plies ril or G2, hot stropped or red with Karnak ChereG al Co. "No. BC or Gibson-Homan "No. 6160" I applied arth,2sive at 1-1/2 gal/sq. Membrane: One layer of ituberoirt Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. o. 81" or Gibsun-Homan "No. 6160" cold applied adhesive at 1-1/2 sq. Insulation: Polyisocyanurate, any thickinnecslisn.e: 1/4 Base Sheet: "GAFGLAS 1175" (Type G2), mechanically attached. 0.3/14/2003 11:22 954491 x`99 r M I '4UILDING CODA COMPLIAYCg OFFICE a'>RODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Abner (USA), bc. 6801 NW 7'7 Avenue Miami, FL 33166 '.000 - .CE_SSlBILITY , iERGY CO TR'CAL OA) STRUCTURAL _...._..__._r.... ..;o`x�il *.1- ..�............... 341a t 1 FD #130- TILE PAGE 01 W - , f4OV 26 'i ,) se1Ase t , Pr.91NNG UI MBTRO - D� F ar 1. ;`.3 T 140 WEST F1.AOLER STRUT, SUITS 1603 MIAMI, FLORIDA 33130.15E3 (305) 375 -2901 FAX (305) 375.2908 cope: Cllr( ENG Ibis NOA is being iseued unc.er the applicable Ie d `; "Cv ag u7 i1 s the use of constrtuxion materials. The documentation submitted has been nevi - w. Product Control Division and accep ed - ty the Board of Rules and Appeals (BOAA) to be used in Miami Dade County and other areas where allowed by he Authority Having Jurisdiction (AHJ). This NOA shall not bt vatic; after the expiration date stated below. The Miami -Dade County Product Cc nags Division (In Miami Dade County) andlor the ART (in areas other than Miami Dade County) reserve the riE ht to have this product or material tested for quality assurance purposes. If this product or material fails to perfa m In '11e accepted manner, the rT mufacturer will incur the expense of such tenting and the AM may inane& otcly !+evoke, modify, er suspend the use of such preduet or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Diviaian that this prods Dr material fails to meet the regt irements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurtle ane Zone of the Florida Building Code. DESCRIPTION: Alteas "S" Clay Roof Tile LABELLNG: Retch unit dui'. 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 nil 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 1 ► the materials, use, and/or manuft.cture of the product or proness. Misuse of this NOA as an endorsement c f any product, for sales, advcrtisini; or any other purposes shall automatically terminate this NOA Failure to ctm p with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The STOA number preceded by the words Miami -Dade County, Florida, and follow cd by the expiration date may be d splayed in advertising literature. If any portion of the NOA is displayed, then is shall be done in its eu►tirety. INSPECTION: A copy of t us entire NOA shall be provided to the user by the manufacturer or its distribute rs and shall be available for ins pection 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 frank Zuloaga, ARC NOA No.: 03-1115.(t3 Expiration Data 12/16f17 Approval Data: 12/12/'12 Page 1 '14'7 a aC 03/- 14/2003 , 11:22 1 Category: Ni cgg411k AMAMI Altura One Piece 1 S' Tile Tntn pieces Clip Clip 954491448 ROOTING ASSEMBLY .APPROVAL Roofing Roofing Tiles Clay Sub - Category: Material: 1. SCOPE stem using Musa One Piece f6' Clay Roof Toes, as maau4hctu►ud by This renews roofing sY i ranee. Far locations where A m u . (USA.), Inc.. and described in Section 2 1 cable Building Code door not exceed the design the mom rocN�:mMtg• as determined by � compliance with RAS 127 using the values'listcd in pressure values obtained by calculations in comp section 4 herein. T tie attachment calculations shall be done as a moment based system. 2, PRODUCT DESCRIPTION L 18 V*" W =10.5" V!' thick nominal 3 25" high Length: varies Width: varies v g thickness =6" D 0.0.125" L.&II -2" W W' 0.05" thick 2.1 StifINI1rft:D EVIDENCE: T_59L 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 Cozporatinn Tang PRI Asphalt Technology,1 lc. Redland Technologies Test TAS 112 TAS 112 PA 114 PA 114 Teo I r 94 -083 94 -054 25- 720 -1 Project No. 307025 Test #MDC -78 MTS 520649 CLF -003 -0 - 7161 -03; Appendix III ABC #130 - TILE L Shaped tile clip Product Uggalida High profile clay roof tile. For direct deck or batten nail, mortar get or adhesive set applications. Accessory trim, clay roof pieces for tale at hips, rakes. ridges and valley terminat~ons. Manufactured for each ale profile. Tile clip Test NamelRcPU�"t Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Tasting PA 101 (Mot*ar set) Stacie Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA t02 PA 102 p April 199 Ma* 1994 Feb 1995 Oct 1994 May 2000 Octolm 200. Dec, 1491 NO.. No.: 02-1115.53 E :plratioa Datt:12/16151 Approval Date: a � � c 1 T ' 03%1412003 ' 11:22 95449144 IceJUDECE Redland Technologies Redland Technologies Redland Technologies Redland Technologies W aiker lrngaueering, Inc Walker Engineering!., Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. One Nall S ' Tile TAUSISSISSE 7161-03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations ABC #130 -TILE Tea N mn snort 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 va. smooth shank nails A Multiplier 25-7183 25 -709 25.749 25 -7584 25- 7804b• -8 25-7804-4 & 5 25- 7848. Dec. 1991 Aug. 1994 July 1994 Sept. 199 March 1999 March 1995 February 1996 April 1996 December 199E 3. LIMxTA.TIONS art of this acceptance. fo rmcd it 3 3.2 Foe mortar cr ed is not p lications. a static field uplift t shall be per 3.2 For mortar cr adhesive net tile app Certified Laboratory to perfbrn accordance H ith RAS 106. t ' 3.3 Applicant �aiA �o t �ce with TAS 112, appendix 'A'. Such testing shall be submitted services of a Miami -Dade Dunn quarterly liance Office for review. p lication the Building Code C0eDp compliance with the a ppuc*ble Roofing pP 3,4 Minimum ur.derlayment shall be in comp endioular to the roof slop Standards lis .ed section 4.1 h mi applications maybe installed perp 3 5 30190 hot stated p ise b a aPP unless stated otherwieo by the underlayment material manufaetmers published literature. ante is for wood deck applications. Minimum deck requirements shall be i This ncce ps compliance'1itb applicable building code. 3.7 May be installed on elopes 7:12 end greater. Roof Tile and its components be installed in wtri :t 4. )c 1 ALL 'A QV R I19, and be i tall 4. t Alms" 'Al w One Piece S' Clay ents shall ns Stndard BAS 118, on a compliance with Roofing Application 4.2 Data For Attachment Caleulationa and Dimensions (1 x w) -- T b i n 1: Average Wei ht (W) ` — Wai (1bf) Length -1(ft) Width (ft) T11. pra�fiilB 0.875 NO* No.: 02- 1115.13 ERptratton Date: 12/16 19 Approval Date. 12/11 art IICCJ4. JJL 03/14/2003, 11:22 Taber 3: Reotiaria Tile 3 ":12" Profile Ar Ms` kale 'S' Circa , Battens Deck are _ '5.35 4.40 The Profile 0.274 187.1 7';12 "or rester Table 2: Aero One Piece 'B' irg h8r ► ane ■t•. IIe 1 -10c tToat Nail creMr 2 1od Smooth or Screw Shun ads 1 .ih8 Screw �8 9 cXdws 1.1od Sntaolh or Screw Shank ad Field Cti 1-10d Smooth or Screw Sunk NNtl__E. _ CI -�. 2.lo_ d Srlooth or Screw I Shank N alts Reid cU • . _, -11d Srtoottt or Screw __S _hN3111 Eave CII ` — 1 Screw with Al The - hEad of 41e - ■ 9544914489 Tile Prate 4: Attachment Resistance Expressed as a Moment - M+ (ft -Ibf) for Nall•On urns Fastriner Typo One Place ° 1 screw with clip (et the •8" 1 soreW with clip (at the One Place Ttle 1 1, euew must Inc Table Tile 5 '711 elutes •• �ribl Products Company ABC #130 -TILE °Monts due to Gra 9.2 1 7.3 N co.r ►A 68 2E�.8 - 2 3.1 . 23.1 19.0 21 h _� - 24.0 __ 1 ---1 313.8 29.3 29.3 27 - ----- } 27.8 391 38.1 Adhesive M . -Ibf See di Wells One Piec ' !t om- Want a for stalls ro w irennta. _ _ --- 2 Bea �r= (Mond Average weight per tatty 10.7 grams. Fie e 8 Hama. P s, m ProCU - inc. Avura ewe Flattens 19.4 I 2,8 t r Coin Una um of the eH in the Inside nail ho opted natant tO th°•�--`P PAGE 04 5: ..Mtachment Resistance Expressed as a Moment Mr (fi-Ibf) for wo P Adhesive Bet isms Minimum Attrechment Tile Application Res 29.3 j NOA No.:12 -1115. )3 Etpiradon Don: 1346 07 Approval Nitta 12/12 02 Pago4a[? '03/14%2003 11:22 9544914489 ABC #130 -TILL --� P+ttachment Resistance Expressed as a Mamont - Me (ft.M Table �Ac for Sin , is Ps Adhesive Sot S me Minimum Attsohment - -- Resistance reseed as s Moment - Mr (ft -1bf) Table 6B +t�ehmant Rot l M aRar g S stem Attaanmant Resistande 24.50 Tile I%caticn Mortar Set Tile Profile Ons marking a th e manufacturer's name or logo, Or 5. LAULlitiG r��„ All tiles shall beef the imprint or identifiable • � t � cnt: "�}�„_Usde County Product Control App f�lloaing 6. BUILDING PERMIT REQUIREMENTS it shall be accompanied by copies of the following: 6.1 Applied on for building woe. liable building 6.1.1 This Notice of Acceptance. by the Building Official or app 6.1.2 Any other d r to p documents required code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE'S' CLAY ROOF Trite NOA No.: C2- 1115. Expiration Dann 12/16,37 Approval Dot: 12111 32 pa4e5 or '03/1472003 11:22 9544914489 cur + ATTACHED O SC HEW UEaac . •` CLIP DZTAI LS ABC #130 -TILE °SPANISH r TILE $Y lLTUBA {TYPO 2.112 OVERi.AP Ham) (COVERS SCREW IN THE INSIDE rage NEAREST TC THE HUMP aK THE TILI CLIP ECK NOA No.: 02- 1115.13 Windom Date: 12/16/17 Approval A9 ?; gs 6 n " - 03%14/2003 11; 22 1 954491 a- 9 ABC #130 -TILE --..... .._..�._...e.......�.ew!�..�... ,. <..... r., r::,.}...... i esSaF :x....a.�6•rm. a,e.z�.iez.: .b•s.s.lizri; CUP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 02-1115J13 Expiration Data:.12/W1 Approval Date: I2/17412 Pagel 6:7 PAGE 07 S MIAMI -DADE COUNTY, FLORI M O-DADE FLAG LER DU►LDL O VILE/ CObe COMPLIANCE .11VCt OFFf 140 M'li[�I'-T-�GLERn.AGIEK , MIAMt,, � OtrtLD l (301) 373-2/01 FAX 41105) 7]! 3IS•jy I roirimA rOa r.rrrvvinc; rl-rnt . t0 psi 37S•23_1 FAX (7M1 »1=3 cn•Yrrt,ti•rolt zyFnHCeullcrrt!Inforo your application for Notice o►'gcc�, ranee t]0ss)754 FAX (]oylan,M Two Comoncnt Polyurcthcnc Foam (NSA) of I•ourl co,n KOr.vl � llo` irn�ct Chapter 8 of the Code Adhesive l]usr] ;sao .- aczr,��s)]r_.�] de of Miami -Dad. County governing the use ot' A1 Alternate Construction. and completely described herein, has been recommended for acceptance by h and T xs o[ Y1 CoConstruction. Guilding Code Compliance OfficOffice (OCCO under the conditions specified herein. th Miami-Dade expiration d This 'BOA shall no: be valid after the expiration stated bolo Thi ct a :er,al at any time A sI the r the a W. BCCO reserve the right ;.ro: or material fails to jobsite or manufacturer's plant for quality ti sects= . 11 this - v,..: of such product or ntoterealoim i nd a approved manner. quality control testing. if this doe of such by BCCO that this • 6CC0 ma y revoe modify, or suspend the Y• pCCO rese the right to revoke Y d 'r- i ; Cod product or material fails to meet the requireme 15 this the Sou al, File it �i nts of [lie South Florida T•I' e`tp =nsc ot'sliclt t.:stin b will be incurred by the manufacturer. ACCEPTAtiCFI O.: of -es21 n2 F : 05/0 o PR nD1LCT 1'r,lyf:, :tm Products, Inc. 2 400 Sprinj •Stucbncr Road Sprint; ,TX 77383_1132 LUIS ys T11T• COV F.RSI►I:F • T sr nI t♦ 'VAt.1'i C Alif ` ccipF . r12 t It NS CT REV This ar;olic.i!ion for Prcd::ct Approval has been 1 .7t-de and Product Review Committcc to be used a , APPI4OVF D. 116 /0.0:20011 '%I34 SCOOFl c2000N4una3restnouc • a t(* o cam e co.or Wtr,doc i f, tcrnet mull odd rns: port master @..bu►Idtnecodeontine.eorn PTA E Raul Rodriguez Chief Product Control Division S FOR SPECIF Y 7 YI :ItAl, reviewed by the DCCO and z in INiant; -Dade Count f� proved by the Building Y, orida under the conditions sit - AL.r-"` I'r;tncisco 1. Quintana. R.A. !Director %1;411ti -Dade County . (3uiirli Cnde Compliance Orrice al 11 SIncp:rge: http : / /wwrr_buiWtn;c ihrenllnc.co )r • - -• rAa 134 57. 1042 P IYtot+m P ucta << I26OFING ASSEMBLY A PPROVAL �1t14�gf�: Rporinp Sub Cute- rnr�r� Iiourl ►1c Ac,hc,iv I%4 iferiHIs: Polyurethane 1. SCOPE Prar nel..* 30 S: :CO N/A 2.2 Typic al Physical Properties: I'rnncrly a Density . 0 1622 Comprcc,ue AST,I 0 1621 Strength Tutsi :e Sere :,nth ASTvt 0 1623 14'a:cr A'L•sarptio„ ASTM D 2 i27 Mo,stlac Vapor ASTtit E 96 Trans.!! issien Diem:mi.::i! AST\) 0 2'26 4 :tah,l,tr 1.39V. ;eii9S :,N 4VJ 1 PoLYFoia P*ODCCTS, INC. ACCEPTANCE N Ot- tl___aul Approval Da1c :.1u j,01 I'sxpirntion Die: 2r 1 r to Ln • Y This approves I'nlyprua Al f I6U as manulacturctl by Pulyru ;tm Products, as described in Section 2 ot'this Notice of Acceptance. For the locations wh Inc. pressure requirements. as determined b a ere the design design pressur values obtained by calculations n compliance o w with ftoo fin z A ppli the Standard RAS 127. for use with approver{ NI. low, a hi • system profile fiz yst g ruin 1 olyproat�. Ali 160. Where the attachment calculations arc done s a moment based system br sing :e patty placement, nod as an uplili based system for double Patty systems 2. PRO DUCT DESCRIPTION Mann fit ct ured by A 7,tflic:int Test Product n ric�ns ,ici entIons tA AH 160 N folyrro safrintien PA 101 Two component hnamproe RTFI000 N/A polyurethane Dispensing Equipment t)isrcnsirg Equipment 2.1 Components ur products manufactured by others: Any M■311 -Duch: County Product COrtrol Accepted Raul Assembly !,a, :uo a current NOA «''tick list uplirt res stanec value, with the use of POI)pru Al 1160 sour tile sdh,sitc. Result, 1.6 Ibs /rt.' 111 PSI Parallel to risc 12 PSI Perpendicular to rase 28 PS1 rara'Icl to risc 0.08 Lbs./Fi. 1.1 I'errn / Inch +,7.07% V v l untc Chwt rl • c weeks ••5.0 %. Vol: t.: Chan c II; :n,itlil 2 week,: .L?iCt' NI n - ddl:S �E Frank Zuloaqa., kltC Product Con trol Examiner • '704 :1_-1r • n* 1134 37a Pot o y m r• °dtrc nc 10,12 POLIFOAU PRODUCTS, INC. ACCEPTANCE No.: 01-0.521.0Z Note: • The physical proptrocs listed Above arc presented o accepted ASTM tear nicttsods mid are subject to normal ni Anufacturs,g yarialion by LIMITATIONS 3.1 Fire classification is nct part of this ncceplancc. Refer to the Prepared R Assembly for (arc rating. P Roof Tile 3.2 33 1'nlypro0 AH 160 shall solely be used with llat, iow, & high tiic ''rofiles. g Minim underlaymen:s shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use Polypro® AH/60 roof 3.5 cite adhesive with their tile assemblies shall test in accordanc with PA 101. Roof Tile manufactures.acquiring acceptance for two paddy placement with the use ofPolypro® AH 160 roof tile adhesive with their tile accordance with PA 107 and with section 10.4 rls modified herein shall tut in MS 4 . ItiSTALLATION 41.1 Polypro® AI 60 may be used with any roof tile assembly havin a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AN 160 shall be applied in compliance with section aid the cor on es dinr s the Cor- spenert Application p Placement Details noted herein. The root asscnibly's adl;es;v attachment with the use of Polypro® Al-! 160 shall provide sun:c :cn: a :tact :men: resistance, expressed as an u lit', based system, the uplift resistance determined in compliance with Miami -Da eCountynRoc ing `ceed Application Standards RAS 1 27. The adhesive at :ac!nent data is -toted in the roof tile assembl NOA 4.3 ?clypro® A1 rcot'tilc adhesive and its components shat! 5e ;nstallcd in accordance with Rcaiing Application Standard RAS 120, and Poly Prcds:cts. Inc. Polypro€ AH:60 Opera:ing instruction and Maintenance Dociclet. 4•4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Pc :yfoam Products. Inc. Polytoam Products Inc shall supc!y a list of approved a,p icators to the aathcrity having jurisdiction. a. 5 Cali!;: a:ion o f th Fcampro® dispensing equipment is require_ bet; re application of any adhesive. Tl:c miv ratio ;,•etwecn the 'A" component and :he '3" component shall be maintained between 1 0_..15 (A) : I 0 (13). The dispense timer shall be set to deliver 0.0 :75 :c 0 15 pct..tds per tile as determined at ealib: No other settings sl:a : :5e approved, 4.6 Polypro® ,1I I i 63 shall be ,applied with Foa:npro R'1 F 1 000 or Pr oPacke 30 & 100 dispensing cq;,i.:rc.,: only 4.7 Palyprods7 A11160 shall not be exposed r:Ct it to sun, Fr3nr Zuloasn, RRC Prod,;c: Control Examiner' %nn 004 ,1 Prods s 't I; Ran n.,, Aso s M adieu A b a war. l.al.• Y now OA b p. N/ A'wn twos s m ,1..+Ao AsiG 1 .tkkr "Aft Mss.1 t/�vN► 1S97.RC. :9 'CN Xdd ACCEPTANCE Ne.: 0 - 0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ruLlrunn P RODUCTS, INC, 7 � . ,... Franc ZuLc , R.RC Prod '_'_:.t- Ecaminc:r. • 7 • - =` - :- acs -�ci, e 001 1 1R� 05 w _ _ - Y Loot • 1:113tttr¢x3 �IiJO'.ac^ ;.nrad Jtiti ` ^Z nt"r- ZO' FTITI " °1433NV1.13J3Y '3NI'S.L3f1QOVa am^ •-- - - 9 llVd 310N!S Z']1V13Q iN31N3.3v1 J 3AJS31-IO V FAX NO. - a57 -a u, iT oJJ Luu -. .1; :,. 1 1 relrto al produc ser N]C lhrov I plastic ctmtal ACCEPTANCE No.: 01 -052 OZ A0 IIESIVE PLACEMENT DET,%11, 3 ll0111JLE PATTY Smuts mid t In, under Ms tJ ln. SM01, paddy or ends- rn.nt 511101 paddy or top al the •CN X5.1 hail fd•n•..n ai.l Pat/ (under tu.) 7 Ern Conn I h , 7la. w.dy, vie iltt lib saga ta ws' toady frank Zutimga, tC Product Control Etwrnincr. Singh M ddy wader ua S P atol►.ta tl Ikc fk, agt pal uw wart only ;;( � . ? : x.11 �.. `711 - Ydii Fen *nth* errs :h.w D,1. • V NO 13:10 FAX 154 376 1042 Po! foram PPOCirrrt r 1 .N Xd END OF TIt1S ACCEPTA;4CE It PoLYFOAM PRODUCTS, INC. -tit(Oi". r' ., ACCEPTANCE No.: 01.0 1.02 Retic.vai of this Acceptance (approval) shall be considered alhra rc,r_•,�. that orisinal submitted documents, including test- supportini data. en_: older than tight (y) }.e aad application has? bnZ Fi:cd wing docu.aettts, are no z Any. and all approved prG.'uets shall be A tint] the fol;otvinb statement ermanently labeled WW1 lie: .��faehirers name sh are. t:.all. stated in the specific conditions of this Acceptance, M"Miami-Dade County Node:: , as — aasol Approval': or s 3 . Renewals ofAcce1ttanee w :11 not be considered it a. t There has been a change in the South Florida Quildin Code a __ product and the product is not in compliance with the coda change:. := the evaluation of .Ia c The product is no :cnger the sane product (identical) as the cote a 'J? approved. t.^.: :uding the Corr: :t ;nstallat;on of the product. 1; the Acceptance holder has not tom _ all die «•ct .r of this acrepta. :;c, d. The .n5+nccr who criJJtna :ly prepared. signed and sealed the ti ... • submi :red, is no longer practicing the [nsuucring profession. mecum; documentation initi: !I} 4. A:ty revision or change in the materials, use, and/or manufacture or t:_ : :lean}• b: cause. for termination of this Acceptance. unless r -: n - _ �`'et or prom b 0 rcgvcs:cd (through the fang of a revision application with : __ - pprep: ;_ and granted bt• s S Any of the fcllo« ir.g shall : :so be grounds for removal of this Accept a. (. ;sa(s :actor• per rot uuncc of this I Misuse of this Acceptanc as an nd oduct or process. endorseme of an roJu_:. i other purposes. Y p : advertising or i: Tae tiet;ec el Acceptant!: number r e preceded by the words Miami y. Florida, and fcilon.c•• .w the cxrir::ion Cat: may be display in advertising _ » . AccepL•tnce disprayed. L shall bed its lilt ralurc. _ ` ,ion of thc folic : :f one .n us s entirely 7. A copy : Acceptanc as nee:! as approved the drawings and other deea: ; - t 4ser } ' =1te manufacturer —�, ■vhcrc it applies, s . t job s�tc : c 111 time rcr or its distributers and Sh:. .- '� :_ eng.nccr Iced r:et reseal :tic copses. �"av1 for inspection _• of this Failure to comply w zny section. Acceptance sltnll be cause Acceptance and rcmc> .! cf 9 • r'ts N•ct :cc of Acceptance consists cl" pagcs 1 through B. : :::stow. ARC Catural E.tamintur [Dot PERMIT #; BPIJ-I — r4coI1c ELcFi-A-ILLT. • ontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other -\ c ) e , I t C' a CASC -) Address: C S tC1 y7 f U)' fa—L-4 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged bye \ PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT DATE: 10//(e/() rn9 �1G1 � 1510( BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 6/Off f ' PUN,/ Phone # 305- 158* -`00 Owner's Address q0 ci t 5� City Alant1 State r I Zip 3 3 136 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 1 � Contractor's Company Name Q J (tiZ Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration Describe Work: 1\00 f Tit) &SQ Total Fee Now Due $ J 1 • 170 - (Continued on opposite side) [New R CEOVE FEB 0 32000 Permit No. �j� Master Permit NoZ� 4 Phone # Zip ❑ Repair/Replace ❑ Demolition ****************************F Submittal Fee $ Permit Fee $ 3 5 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ G • CO Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S All IDAVIT: 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 certed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 06, Plans Examiner Engineer Zoning Project Name: . DORNEY N 1 -59 -06 fi 90 N.E98 STREET MIAMI SHORES FLORIDA eCEDVED 2 2006 Engineer' 'g Cover She41 This cover sheet is provided as per Florida Statute 61G15- 31,003 in lie of signing and sealing each individual sheet. An index sheet of the truss design gs;at4ia which is numbered and with the identification and date of each 'drawing ?" . • ' Engineer of Truss Design Package John A. Ilter, P.E. FL Reg. Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600 7123 7.006 Building Authority: MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 + 10 PSF, Building Code: FBC2001 /ASCE 7/98 Software Used: MiTek 2000 Ver. 5.1 Project Engineer of Record: 8PC4 -ass' • • • • • • • . • • • • _ .. • + To: • • ... ReaQtic n .i �; Job dumber* • • • • • • • • •. • • • • • Page: 1 Date: 02 -19 -2006 - 6:42:55 AM • J40 �� • J' 2-6 • • • • • • . • • • • Project: Block No: Model: Lot No: Contact: Site: Off ce: Deliver To: • • • o: o . • •' or • • • De3ignei►• • : gm i•• • • • 6.6 Salesperson: Quote Number: • • • • • • • • • • • • . Name: Phone: Fax Tentative Delivery Dat Profile: 6 Truss Id: Span: Truss Type: Slope: _� • • _ _ • Reactions: • • • • • • • .. • • • • • ... . 2 CJ7 471bs. each 9 - 8 - 13 MONO TRUSS 2- 8- 5 2.12 0.00 Joint 9 Joint 2 Joint? 0 lbs. 734 Ibs. 849 lbs. - 4371bs. - 5391bs. 1 CJ7A 34 lbs. each 9 - 8 - 13 MONO TRUSS 2 -0 -14 2.12 0.00 Joint9 Joint? 393 lbs. 3341bs. -478 lbs. -216 lbs. 1 CJ7B 31 lbs. each 9 - 8 - 13 MONO TRUSS 2- 0 -14 2.12 0.00 Joint 1 Joint 9 Joint 7 100 lbs. 260 lbs. 330 lbs. -87 lbs. -129 lbs. -263 lbs. 1 H9 96 lbs. each 21 - 10 - 0 HIP 3 -0 -10 3.00 0.00 Joint2 Joint? 1377 lbs. 1377 lbs. -1008 lbs. -1008 lbs. �`` 1 H9A 87 lbs. each 21- 10 - 0 HIP 3 -0 -10 3.00 0.00 Jointl0 Joint6 11581bs. 1179 lbs. -606 lbs. -855 lbs. 1 HG7 99 lbs. each 21 - 10 - 0 HIP 2 -6 -10 3.00 0.00 Joint2 Joint8 25471bs. 25471bs. -1779 lbs. -1779 lbs. � 1 HG7A 88 lbs. each 21 - 10 - 0 HIP 2 -6 -10 3.00 0.00 Jointl3 Joint? 2571 lbs. 2105 lbs. d -163] lbs. -1498 lbs. --1 °" 0 �� 1 7 w G'ls 4 J1 9lbs. each 2 - 0 - 0 JACK 1- 3- 10 3.00 0.00 Joint 2 Joint 3 Joint 4 398 lbs. 122 lbs. 19 lbs. m - 6001bs. -20 lbs. 5 J3 12 lbs. each 3 - 0 - 0 JACK 1- 6 -10 3.00 0.00 Joint 2 Joint 3 Joint 4 452 lbs. 86 lbs. 25 lbs. - 6501bs. 1 J3A 12 lbs. each 3 - 0 - 0 JACK 1- 6 -10 3.00 0.00 Joint 4 Joint 3 27 lbs. 467 lbs. -534 lbs. 1 J3 9lbs. each 3 - 0 - 0 JACK 1- 0 -14 3.00 0.00 Joint 1 Joint 2 Joint 3 139 lbs. 113 lbs. 25 lbs. - 741b5. -105 lbs. - '1 6 J5 18 lbs. each 5 - 0 - 0 JACK 2- 0 -10 3.00 0.00 Joint 2 Joint 3 Joint 4 518lbs. 1481bs. 451bs. -626 lbs. -79 lbs. 1 J5A 171bs. each 5 - 0 - 0 JACK 1- 9- 2 3.00 0.00 Joint 2 Joint 4 Joint 5 437 lbs. 115 lbs. 37 lbs. -528 lbs. - 651b5. 1 J5B 15 lbs. each 5 - 0 - 0 JACK 1- 6 -14 3.00 0.00 Joint 1 Joint 2 Joint 3 249 lbs. 203 lbs. 45 lbs. -1341bs. -185 lbs. 10 J7 241bs. each 7 - 0 - 0 JACK 2- 6 -10 3.00 0.00 Joint 2 Joint 3 Joint 4 611 lbs. 255 lbs. 65 lbs. -648 lbs. - 1861bs. / 8 Ti 90 lbs. each 21 - 10 - 0 COMMON 3 -6 -6 3.00 0.00 Joint2 Joint6 13771bs. 13771bs. - 9931bs. - 9931b5. 5 T 1A 82 1bs. each 21 - 10 - 0 COMMON 3 -6 -6 3.00 0.00 Joint 10 Joints 1162 lbs. 11841bs. -511 lbs. - 7981bs. Job 1 -59-6 Truss C Truss Type MONOTRUSS Qty 2 Ply 1 • • : • : • • • • • • • • ••• • Job Reference (optional) •: • • : •. • • •: • • • • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 - 2 - 10 - 0 2 -10-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND 41 0-1-8 3.5x4 = REACTIONS (Ib /size) 2= 734/0 -8 -0, 7= 849/0 -3-8, 9= 0/0 -1-8 Max Horz 2= 414(Ioad case 2) Max Uplift2=- 436(Ioad case 2), 7=- 538(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -10 =0/38, 2 -10 =0/38, 2- 3=- 1340/445, 3-4=-262/0, 4- 5= -12/0, 47=- 441/412 BOT CHORD 2- 8= 788/1288, 7-8=-788/1288, 6 -7 =0/0 WEBS 3-8= 0/149, 3-7= 1108/577,1 -9 =0/0 5.200 s Jan 16 2004 MTek Industries, Inc. Sun Feb 1918:41:36 2006 Page 1 • • • • 5-5-10 I : • • • 9-8 • • • • 5-5-10 • • • -5-10 • ,• ••• 5-5-10 5-5-10 1x4 11 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-10=-90 Trapezoidal Loads (plf) Vert: 2=- 2(F =9, B=9)-to-6=-49(F=-14, B=-14), 10=-0(F=45, B= 45)- to- 4=- 212(F =-61, B =-61), 4=- 212(F =-61, B=- 61)- to- 5=- 219(F =-65, B=-65) • •• • • • NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1) -2 -10-5 to 9- 10-13; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 436 Ib uplift at joint 2 and 538 Ib uplift at joint 7. 4) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). • ••• • 9-8-13 4-3-3 • Weight: 47 Ib • FEB232006 • •• • i9: �; • 5-2 • •Scaler 1:23.1 • • •• ••• •• • • • • 225x8: I I •• • • • • • ••• 3x5 = SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 1.00 BC 0.66 WB 0.36 (Matrix) DEFL in (Ioc) I/defl Vert(LL) 0.06 8 >999 Vert(TL) -0.09 7-8 >999 Horz(TL) -0.07 9 n/a Ud 360 240 n/a PLATES GRIP MI120 249/190 BRACING TOP CHORD Sheathed or 2 -7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1 -15 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33332 Job 1 -59-6 Truss CJ7A Truss Type MONO TRUSS Qty 1 Ply 1 • • • • • • • • • • ••• •• Job Reference (optional) • • ••• • • • • • • • • • • • • • • • • ••• oyal Russ c:orp, lilalean (iaroens, I-L "33016 Eooie Dames LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -2-0-0 2-0-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 1x4 II 1 -10-10 1 -10-10 1 -10-10 1 -10- REACTIONS (Ib /size) 9= 393/0 -8-0, 7= 334/0 -3-8 Max Horz 9= 212(load case 2) Max Uplift9=- 477(Iced case 2), 7=- 215(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/34, 2- 3=- 236/0, 3-4 =- 80/22, 4- 5 =7/0, 4-7 =- 204/228 BOT CHORD 8-9 =- 212/0, 7- 8=- 54/214, 6 -7=0/0 WEBS 2- 9=- 389/478, 3-8=- 12/0, 3-7 =- 231 /21, 2- 8=0/220 LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p1f) Vert: 1-2=-90 Trapezoidal Loads (plf) Vert: 9= -0(F =10, B= 10)- to- 6=- 31(F = -5, B = -5), B= 21)- to- 5=- 138(F = -24, B = -24) 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:26 2006 Page 1 • • • • • • 6-211 • • e • 6-1 -13 4-3-3 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 Ib uplift at joint 9 and 215 Ib uplift at joint 7. 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • .•• • • • • • ••• • •• • • • • 3 • i -a • • • • 'Scale' 1:14.5 Weight: 34 Ib FEB 2 3 Z 3x4 = SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.87 BC 0.08 WB 0.14 (Matrix) DEFL in (loc) Udefl Vert(LL) -0.00 8 >999 Vert(TL) 0.28 1 >92 Horz(TL) -0.00 7 n/a Ud 360 240 n/a JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 2=- 3(F =43, B= 43)- to- 4=- 132(F = -21, B = -21), 4--z-132141M1pDOCK ROAD, WESTON, FL 33331 PLATES GRIP MI120 249/190 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. Job 1 -59-6 Truss CJ7B Truss Type MONO TRUSS Qty 1 Ply 1 • • • •. • • • • • • •. • Job Reference (optional) • • ••• • • • • • • • • • • • • • ; • • • • oyai I russ c:orp, la ea Gardens, FL 33016 Etltlie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 - 2 - 10-0 2 -10-0 -2 -9-6 2 -9-6 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 10 = -90 Continued on page 2 0 -10-10 0 -10-10 1x4 II 0 -10-10 0 -10-10 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:27 2006 Page 1 • • • • • • • ••• • •• . • : 5-ti l _ • • • • • • • • • ' • 4 4- ••• ••• ••• •ScaIet1:14.5 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 9= 260/0 -8-0, 1= 100/0 -1 -8, 7= 330/0 -3-8 Max Horz9= 173(load case 2) Max Uplift9=- 128(load case 2),1=- 86(Ioad case 2), 7=- 262(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -10 =- 13/17, 2 -10 =0/18, 2- 3=- 248/97, 3-4 =- 75/19, 4- 5 = -7/0, 4-7 =- 190/200 BOT CHORD 8-9 =- 173/0, 7-8 =- 235/239, 6 -7 =0/0 WEBS 3-8 =- 67/61, 3-7 =- 258/216, 2- 9=- 256/124, 2-8 =- 68/264 5-1 -13 4-3-3 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 9, 86 Ib uplift at joint 1 and 262 Ib uplift at joint 7. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 6) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). • ••• 1.5x4 I I •• • • • • •• • ••• • • 6 • • • • 4 • • SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.18 BC 0.09 WB 0.08 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) -0.00 8 >999 360 Vert(TL) -0.00 5 >890 240 Horz(TL) -0.00 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 31 Ib 3x4 = Sheathed or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 232M Job 1 -59-6 Truss CJ7B Truss Type MONO TRUSS 6, Ply 1 :• • • . • • • • • • • ••• Job Reference (optional) ••• • • i • • • • •• • • • • • • • • • ••• oyal I rues Corp, rllalearl Gardens, FL 33096 Eddie Davies • .•• 5.200 s Jan 16 2004 MiTek Industries Inc. Sun Feb 1918:39:27 • 2006 Page 2 I • • • • • • ••• • • •• LOAD CASE(S) Standard • • • • • • • • • • • • • • • • • T Loads (pif) • ••• • • • ••• • • • • Vert: 9=- 5(F =8, B= 8)- to- 6=- 31(F =-5, B=-5), 10=0(F=45, B= 45)- to-4=- 132(F = -21, B = -21), 4=- 132(F = -21, B= 21) to 138(F = - 24, B = - 2 ' 4) •• • • • •• ••. • • • • • • • • • . • •• • • • • • • • •• • • • • • ••• •• JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 Job 1 -59-6 Truss H9 Truss Type HIP 6- Ply 1 • -•-; : • • • •• • ••• Job Reference (optional) • • ••• • • :•••: • • • • : • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies I -2-0 -0 I 5-0-8 2-0-0 5-0-8 Plate Offsets (X,Y): 19:0- 2- 8,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3.5x4 = 3.00 7 LUMBER TOP CHORD 2 X 4 SYP SS *Except* T2 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 9-1 -12 9-1 -12 9-0-0 3-114 4x12 = 4 1 0 3x4 = REACTIONS (Ib /size) 2= 1377/0 -8-0, 7= 1377/0-8-0 Max Uplift2=- 1007(load case 2), 7=- 1007(Ioad case 2) 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:28 2006 Page 1 12 -10-0 3-10-0 12-8 -4 3-6-8 5x4 = 9 1 5 5x8 = • •• 21 -10-0 9-1 -12 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.53 BC 0.72 WB 0.20 (Matrix) DEFL in (lac) I/defl L/d Vert(LL) 0.24 9-10 >999 360 Vert(TL) 0.22 1 >130 240 Horz(TL) 0.10 7 n/a n/a BRACING TOP CHORD Sheathed or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11 -5 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/43, 2 -3 =-3261 /1533, 3-4=-2692/1300, 4-5= 2588/1303, 5-6 =- 2693/1299, 6-7= -3261 /1533, 7-8 =0/43 BOT CHORD 2- 10=- 1316/3087, 9-10 =- 1045/2587, 7- 9=- 1316/3087 WEBS 4-10= 0/261, 5-9= 0267, 3-10 =- 556/281, 4-9 =- 211/212, 6- 9=- 555/283 •• • • LOAD CASE(S) Standard • • • • • •• 16-9 -8 • • • - .21.10-0 • • • • 0 , 2,'.1(0 : L • • `I • • • 3-11 -8 • ••• •• :•• Scale • • NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1007 Ib uplift at joint 2 and 1007 Ib uplift at joint 7. • ••• • • • • •• • • • ••• • • • • •• • • 3.5x4 = Weight: 97 lb • • • • • • PLATES GRIP M I I20 249/190 JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 Job 1 -59-6 Truss H9A Truss Type HIP Qty 1 Ply 1 • • . • • • • • • ••• Job Reference (optional) • • ••• • • • • • • • • • • • • • • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 -2-0 -0 1 1 -2-8 1 2-0-0 1 -2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 3.00 Ft 2 10 2x4 I I 5-3-12 5-3-12 5-2-0 3-11 -8 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 *Except* EV1 2 X 4 SYP No.2ND 4x12 = 3 9 3x6 = 1 9-0-0 3-10 -0 8-10 -4 3-6-8 Plate Offsets (X,Y): [2:0- 2- 12,Edge], [6:0- 5- 3,0 -1-8], [8:0- 2- 8,0 -3-0] REACTIONS (Ib/size) 10= 1158/0 -8-0, 6= 1179/0 -8-0 Max Horz 10= 147(Ioad case 2) Max UpIift10=- 605(load case 2), 6=- 854(Ioad case 2) 1 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:28 2006 Page 1 • • • • • •• • 12 -11-8 1 1§ -m-0• • • • • •2(0 -% : • 3-11-8 • • .g i •• • i •• 24)-0: • • Scale a 1:38.5 5x4 = 8 4 5x8 = BRACING TOP CHORD BOT CHORD FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/48, 2- 3=- 1586/480, 3- 4=- 1827/712, 4-5 =- 1922/701, 5- 6=- 25461976, 6-7 =0/43, 2 -10= 1088/637 BOT CHORD 9-10= 0/488, 8-9 =- 197/1464, 6-8 =- 783/2400 WEBS 3-9 =-222/ 143, 4-8= 0/185, 3-8 =- 300/529, 5-8 =- 599/330, 2- 9=- 708/1382 18-0 -0 9-1 -12 •• • • • •• •• • • • • • • • • • • •• ••• •• • • • • • • • • ••• •• • 3x4 1 SPACING 2 - 0 - 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Inc/ YES Code FBC2001/ANSI95 CSI TC 0.96 BC 0.59 WB 0.42 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) -0.10 8 >999 360 Vert(TL) 0.32 7 >90 240 Horz(TL) 0.04 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 87 Ib Sheathed or 3-6-14 oc purlins, except end verticals. Rigid ceiling directly applied or 6-4-2 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1) 1-9-9 to 23 -10-7; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 Ib uplift at joint 10 and 854 lb uplift at joint 6. JOHN A. 6 LTER, P.E. LOAD CASE(S) Standard REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 232006 4, N Job 1 -59- Truss HG7 Truss Type HIP Qty 1 Ply 1 • • • • • • • • • • • • Job Reference (optional) • • • • • • • • • • • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 -2-0-0 l 4-0-8 2-0-0 4-0-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 Continued on page 2 3.00 12 1.5x4 7 -1 -12 7 -1 -12 7-0-0 2 -11-8 5x7 = 4 10- 3-11-0 10-11-0 3-9-4 REACTIONS (Ib /size) 2= 2547/0 -8-0, 8= 2547/0 -8-0 Max Uplift2=- 1778(Ioad case 2), 8=- 1778(load case 2) 5 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:29 2006 Page 1 • • • • •• 3x8 = 1 14-10-0 3-11-0 14-8 -4 3-9-4 BRACING TOP CHORD BOT CHORD 5x7 = 6 3 7 rr �: i , 3.5x10 = 13 12 11 10 6x8 = 5x10 MII20H WB= 6x8 = 1x4 11 1 • 17 -98. • • • 211 • 0-0 e I .2 1 do:l• � • • 2- 11 -8 i•• • • P • • •• � Scale a • 1:45.2 •• • • • • • •• • _ • ••• • • • • 1.5x4 21 -10-0 7 -1 -12 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/43, 2- 3=- 7350/4138, 3-4 =- 754914410, 4-5 =- 7420 / 4374, 5-6 =- 7420/4374, 6-7 =- 7549/4410, 7-8 =- 7350/4138, 8-9 =0/43 BOT CHORD 2- 13= -3813/ 7000,12 -13 =- 4807 /8337,11 -12 =- 4807/8337,10 -11 =- 4807/8337, 8- 10=- 3813/7000 WEBS 4-13 =- 537/1193, 6-10 =- 537/1193, 5 -12 =0/ 160, 3-13 =- 308/596, 5- 13=- 1157/723, 5-10 =- 1157/723, 7- 10=- 308/596 3.5x10 = Weight: 100 Ib • •• • •• ••• •• • • • • • • • • • •• •• • PLATES GRIP M1120 249/190 MII20H 187/143 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =133. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1778 Ib uplift at joint 2 and 1778 Ib uplift at joint 8. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads or: I Ll E P.E. down and 440.91b up at 14 -10-0, and 705.81b down and 440.9Ib up at 7-0-0 on bottom chord. The desi •t�• of such special connection device(s) is the responsibility of others. REGI TERED STRUCTURAL ENGINEER 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase =1.33 FEB 2 3 2 SPACING 2-0-0 Plates Increase 133 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.80 BC 0.85 WB 0.36 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) 0.66 12 >384 360 Vert(TL) -0.86 12 >296 240 Horz(TL) 020 8 n/a n/a Sheathed or 2 -1 -9 oc purlins. Rigid ceiling directly applied or 2 -11 -5 oc bracing. Job 1 -59-6 Truss HG7 Truss Type HIP 8' Ply 1 • • • " • ; • • • • • • • • ••, Job Re • ••• • • • • ( o p tional) • • • • • • • • • "' oyai i russ c:orp, Miaiean (aroens, FL 33016 Eddfe Davies LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-4=-90, 4- 6=- 188(F = -98), 6- 9 = -90, 2-13=-20, 10-13=-42(F=-22), 8- 10 = -20 Concentrated Loads (lb) Vert: 13=- 706(F) 10=- 706(F) .200 s Jan 16 2004 MTek Industries, Inc. Sun Feb 19 18:39:29 2006 Page 2 • • • • • • • • • ' .• • • • • •• • • • • • • • • • • ••• • • • • • • • •• ••• • • •• • • • • • • • • •• • • • .• • •• ••• •• • • • ••• •• • JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 32006 Job 1 -59-6 ^ _ _ Truss HG7A Truss Type HIP Qty 1 PIy 1 • • • • • • • • • • • •;• Job Reference (optional) • • • • • ••• • • •• • • • •• • • • • . • • • • , Hialeah Gardens, FL 33016, Eddie Davies -2-0-0 3-2-0 2-0-0 3-2-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3.00 12 2x4 II 1 13 LOAD CASE(S) Standard Continued on page 2 3-3-12 3-3-12 4x4 = 12 4x10 = 1 7 -1-0 3-11-0 7 -1-0 3-9-4 Plate Offsets (X,Y): [2:0- 2- 12,Edgel, [7:0- 5- 3,0 -1-8] [10:0- 2- 8,Edgel LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except* T3 2 X 4 SYP SS BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 *Except* EV1 2 X 4 SYP No.2ND, WCL2 2 X 4 SYP No.2ND 11 10 5x5 WB= 1x4 11 REACTIONS (Ib /size) 13= 2571/0 -8-0, 7= 2105/0 -8-0 Max Harz 13=- 116(Ioad case 2) Max Uplift13=- 1630(Ioad case 2), 7=- 1497(Ioad case 2) 10 -10-4 3-9-4 .200 s an 16 2004 MTek Industries, Inc. Sun Feb 19 18:39:30 2006 Page 1 11-0-0 3-11-0 • • •• • • • •• ••• •• • • • • 3x8= 5x6= •• • • • • • ••• ••• • • • • •• 13-11-8 I • • •. 48- -0 • • • • • t 11 • • 2 -11-8 ••• • • 4- 0-8••• ••• 24-0: • i Scale y1:38.5 9 6x8 = 1 BRACING TOP CHORD BOT CHORD 18-0-0 7 -1 -12 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/48, 2-3=-3915/2139, 3- 4=- 3801/2093, 4-5= -5720/ 3294, 5-6 =- 5832/3320, 6-7 =- 5795/3150, 7-8 =0/43, 2- 13=- 2489/1618 BOT CHORD 12- 13= 0/366, 11 -12= 3167/ 5772,10 -11= 3167/5772, 9-10 =- 3167/5772, 7- 9=- 2866/5510 WEBS 3-12= -251 /549, 5-9 =- 307/831, 4-11= 0/178, 4-12 =- 2204/1433, 4-9=-221/105, 6-9 =- 188/419, 2- 12=- 2329/3877 3x8 PLATES GRIP M1120 249/190 Weight: 89 Ib Sheathed or 2 -1 -2 oc purlins, except end verticals. Rigid ceiling directly applied or 3-8-2 oc bracing. FEB 232006 4 N SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.96 BC 0.62 WB 0.72 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.36 9-11 >592 360 Vert(TL) -0.46 9-11 >453 240 Horz(TL) 0.10 7 n/a n/a NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. JOHN A. 0 LTER, P.E. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1630 Ib up1 fR and 1497 Ib uplift at joint 7. ti ED STRUCTURAL ENGINEER A E OF FLORIDA #36205 5) Girder carries hip end with 7-0-0 end setback 3320 PADDOCK ROAD, WESTON, FL 33331 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 705.8Ib down and 440.91b up at 14 -10-0, and 705.8Ib down and 440.91b up at 7-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). Job 1-59-6 Truss HG7A Truss Type HIP Qty 1 Ply 1 • • • • i , • • • • ••• Job Reference (optional) • i • • • • • • • • • • • • • • • • • • • •.• • Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 3- 5=- 188(F = -98), 5.8 =- 90,12- 13 = -20, 9-12=-42(F=-22), 7 -9 = -20 Concentrated Loads (lb) Vert: 12=- 706(F) 9=- 706(F) • • ••• • 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:30 2006 Page 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • ••• ••• ••• • • • • • • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 Job -59-6 Truss J1 Truss Type JACK Qty 4 Ply 1 • • • • • • • ••• Job Reference (optional) • • • • • • • • • • • • • • • • • • 1 • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -50/32 BOT CHORD 2 -4 =0/0 LOAD CASE(S) Standard -2-0 -0 2-0-0 REACTIONS (Ib /size) 3= 19/Mechanical, 2= 398/0 -8-0, 4= 19/0 -3-8 Max Horz 2= 128(Ioad case 2) Max Uplift3=- 19(Ioad case 1), 2=- 599(load case 2) Max Grav3= 122(load case 2), 2= 398(load case 1), 4= 19(Ioad case 1) 2x5 = 2-0-0 2-0-0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 3 and 599 Ib uplift at joint 2. • ••• • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:30 2006 Page 1 • • o • •• • • • • • • • • • • • • . ; • • • . • • - .. Z-o'� • • • • • • • •• ••• •.• 'SSale 1:6.9 Weight: 9 Ib PLATES GRIP MI120 249/190 BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.73 BC 0.02 WB 0.00 (Matrix) DEFL in floc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.21 1 >121 240 Horz(TL) 0.00 3 n/a n/a Job 1 -59-6 Truss J3 Truss Type JACK Qty 5 Ply 1 • • • : • • • • • • • • • • • Job Reference (optional) : : ••• • • • • :•.•, • • • • • • , • • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 1 -2-0 -0 2-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 13/Mechanical, 2= 452/0 -8-0, 4= 25/0 -3-8 Max Horz 2= 146(load case 2) Max Uplift2=- 649(load case 2) Max Grav3= 86(Ioad case 2), 2= 452(Ioad case 1), 4= 25(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/43, 2- 3= -60/23 BOT CHORD 2 -4=0/0 LOAD CASE(S) Standard 2 3.00 FT 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:31 2006 Page 1 2x5 = BRACING TOP CHORD BOT CHORD • • • • • • _ • • • • 3-0-0 3-0-0 3 • •• • • • •• ••• •• • • NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 649 Ib uplift at joint 2. • • ••• • • • • • • • • • • •• • • • • • •• � • • • • • ••• ••• • • • • %calet 1:8.6 • • ••• SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.91 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) 0.35 1 >80 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 12 Ib Sheathed or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 '3 Job Truss Truss Type 6 Ply : • • : • • - • ; • • ; - -- • • • • • • • • • • • 1 -59-6 J3A JACK 1 • • • • • • Job Reference (8ptional) "' • • • • ' • • Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND -2-0 -0 2-0-0 2 REACTIONS (Ib /size) 3= 467/Mechanical, 4= 27/0 -8-0 Max Horz3= 2095(load case 2), 4= 2241(Ioad case 2) Max Uplift3=- 533(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2-3 =- 2169/1617 BOT CHORD 2- 4=- 1556/2241 LOAD CASE(S) Standard 3.00 7 5.200 s Jan 16 2004 MTek Industries, Inc. Sun Feb 19 18:39:32 2006 Page 1 T1 2x5 = BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7- 98;146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 Ib uplift at joint 3. 4) Non Standard bearing condition. Review required. • • • • • •• 3-0.0 • • • • • • • • • • •- • • •••• 3 41 4 • • • • • • • • • • • • • • • • • • • • phwi • • ••• ••• ••• Sca}e =,:$.tl B1 3-0-0 3-0-0 • • • • • • • • • •• • • ••• • • 00 • • • 00 • • • • • • • • •• SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.72 BC 0.43 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.09 2 >368 360 Vert(TL) 0.35 1 >70 240 Horz(TL) 0.00 n/a n/a PLATES GRIP M1120 249/190 Weight: 12 Ib 3 Sheathed or 3-0-0 oc purlins. Rigid ceiling directly applied or 4-9-1 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2O1 1 Job 1 -59-6 Truss J3B Truss Type JACK a- Y PI 1 • • • •• •• • • • • • • • Job Reference (6ptione) • • • • • • • • • • • • • • ••• • • • • • •• • • • • • •• • • • • • ... • • • • ... oyal I russ c;orp, la ea Ciaraens, hL 33096 Etltlle Davles LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 v 0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 1 2x5 = REACTIONS (Ib /size) 1= 139/0 -8-0, 2= 113/Mechanical, 3= 25/0 -3-8 Max Horz 1= 63(load case 2) Max Uplift1= 73(load case 2), 2= 104(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -36/26 BOT CHORD 1 -3=0/0 3-0-0 3-0-0 3.00 FIT 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:33 2006 Page 1 T1 B1 3-0-0 3-0-0 BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 Ib uplift at joint 1 and 104 Ib uplift at joint 2. • 2 • • • • • • • •• • • • • • • • • • •• • • • • se= t:g.t • • • ►+J i < i • ••• • • • • _- - • e • • • • • • ••• •• • • • • • • • • • • • • ••• SPACING 2 - 0 - 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.14 BC 0.03 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MI120 249/190 Weight: 9 Ib Sheathed or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 Cuu6 Job Truss Truss Type Qty Ply • • ••• • • • • • • • • • •' • • • • • • • • • • • • • • •.• • • 1 -59-6 J5 JACK 6 1 • • • • Job Reference (Eptiongl) • • • • • • • • • • • ••• Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -2-0 -0 2-0-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.91 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) l/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) 0.39 1 >73 240 Horz(TL) -0.00 3 n/a n/a REACTIONS (Ib /size) 3= 148/Mechanical, 2= 518/0 -8-0, 4= 45/0 -3-8 Max Horz2= 189(load case 2) Max Uplift3=- 78(load case 2), 2=- 625(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/43, 2-3=-69/28 BOT CHORD 2 -4 =0 /0 2x5 = 3.001 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:34 2006 Page 1 T1 BRACING TOP CHORD BOT CHORD 5-0-0 5-0-0 B1 5-0-0 5-0-0 • NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 3 and 625 Ib uplift at joint 2. • • • • • • • • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • ••- • •• • • •• Ssdte:ti =t' • • • • • • • Weight: 18 Ib FEB 2 3 3 •• • • •• • • • • • • • • • • • • • • •• • • • • •• PLATES GRIP MI120 249/190 Sheathed or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 • •• 41!I,■ Job 1 -59-6 Truss J5A Truss Type JACK g Y PI 1 • • • • • • • • •• •• • • • • • • • • • • • Job Reference (6ptiondl) • • • • • • • • ••• • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • oyal Truss c:orp, liialean Gardens, FL 33016 Eddie Davies -2-0 -0 2-0-0 Plate Offsets (X,Y): [2:0 -1- 12,0-4 -15] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 2 REACTIONS (Ib /size) 4= 115/Mechanical, 2= 437/0 -8-0, 5= 37/0 -3-8 Max Horz2= 138(Ioad case 2) Max Uplift4=- 64(Ioad case 2), 2=- 527(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/17, 2- 3=- 84/0, 3-4=-17/19 BOT CHORD 2 -5 =0/0 3.00 FI 3.5x5 I I 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:35 2006 Page 1 BRACING TOP CHORD BOT CHORD 3 3x4 3-10 -0 3-10-0 3-10-0 3-10-0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 Ib uplift at joint 4 and 527 Ib uplift at joint 2. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• ••• Weight: 18 Ib Sheathed or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 • •• • • • • • • • • Sills) 112.; SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2001 /ANSI95 CSI TC 0.65 BC 0.06 WB 0.00 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) 0.10 1 >233 240 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MI120 249/190 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND SLIDER Left 2 X 4 SYP No.31 -11-4 Job 1 -59-6 Truss J5B Truss Type JACK 6' Ply 1 • • •• • • •• •• • • • • • • • • • • • Job Reference (8ption9l) • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • ••• • • • • • ••• oyal I russ c:orp, nlalean Caaroens, hL 33096 Eddie Davies v 0 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2x5 = LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 249/0 -8-0, 2=203/Mechanical, 3= 45/0 -3-8 Max Horz 1= 105(load case 2) Max Upliftl =- 133(load case 2), 2=- 184(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= -59/43 BOT CHORD 1-3 =0/0 LOAD CASE(S) Standard 3.00171 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:35 2006 Page 1 5-0-0 5-0-0 T1 B1 5-0-0 5-0-o BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7- 98;146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 Ib uplift at joint 1 and 184 Ib uplift at joint 2. • • • • •• • • • • • • • m lb • • • • • • • Q Q. •,,,... • • •►< R ••• ••• • • •• S er .s is • • • • • • •• • ' :fit ��• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• •• SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.44 BC 0.10 WB 0.00 (Matrix) DEFL in floc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) -0.03 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP M1120 249/190 Weight: 15 Ib Sheathed or 5-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA 036205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 Job 1 -59-6 Truss J7 Truss Type JACK Qty 10 Ply 1 • • • • •• •• • • • • • • Job Reference (6ptiondf) • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -2-0 -0 2-0-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2x5 = REACTIONS (Ib /size) 3= 255/Mechanical, 2= 611/0 -8-0, 4= 65/0 -3-8 Max Horz 2= 229(load case 2) Max Uplift3=- 185(load case 2), 2=- 647(Ioad case 2) FORCES (Ib) - Maximum Compression/Ma dmum Tension TOP CHORD 1 -2 =0/43, 2- 3= -86/51 BOT CHORD 2-4 =0-0 3.00 NT 5.200 s Jan 16 2004 MiTek Industries, Inc. Sun Feb 19 18:39:36 2006 Page 1 BRACING TOP CHORD BOT CHORD • • • • • •• • • • • • • . . . • • • • • • • • • • • • • 7-0-0 •• • •••• • • • • ••• ••• ••• • • Sc812 • • 7-0-0 B1 7-0-0 7-0-0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 Ib uplift at joint 3 and 647 Ib uplift at joint 2. • • • • • • • • • • • • •• • • • •• • • • • • • • • • •• • SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.91 BC 0.20 WB 0.00 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) 0.23 1 >125 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 24 Ib Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 • Job Truss Truss Type Qty Ply Y • • • • • •• •• • • • • • • • • • • • • • •• • • • •• • • • • • • 1 -59-6 T1 COMMON 8 1 • • • • Job Reference (Optional) • • • • • • • • • • Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2-0 -0 2-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3.5x4 = LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 6-0-0 6-0-0 3.00 FIT 7 -7 -11 7 - 7 - 11 1 3x4 = 1 10-11-0 4-11-0 REACTIONS (Ib /size) 2= 1377/0 -8-0, 6= 1377/0 -8-0 Max Uplift2=- 992(load case 2), 6=- 992(load case 2) 5.200 s Jan 16 2004 MTek Industries, Inc. Sun Feb 19 18:39:37 2006 Page 1 • • • • •• ••• •• • • • • • 4x6= • • • •• • • • • • ••• ••• 4 1x4' •1 1x4 3 5 14-2 -5 6-6-11 9 8 3x4 = 3x4 = BRACING TOP CHORD BOT CHORD FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/43, 2-3=-3261/1462, 3-4 =- 2858/1285, 4-5 =- 2858/1285, 5-6 =- 3261/1462, 6-7 =0/43 BOT CHORD 2- 10=- 1248/3084, 9-10 =- 858/2198, 8-9 =- 858/2198, 6-8 =- 1248/3084 WEBS 3- 10=- 515/324, 4-10 =- 183 /724, 4- 8=- 183/724, 5-8 =- 515/324 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 992 Ib uplift at joint 2 and 992 Ib uplift at joint 6. 15 -10-0 ••• 2e$13-0 ••. .•.I 2346i 0" • • • • • • • •• 1 4-11-0 • • 6.0 0 • • • • • 2,b 0 • • • ••• i•• ••• SCLI�t1 1 Q 21 -10-0 7 -7 -11 6 3.5x4 = SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.50 BC 0.68 WB 0.22 (Matra) DEFL in (Ioc) I/defl L/d Vert(LL) 0.26 8-10 >991 360 Vert(TL) 0.20 7 >140 240 Horz(TL) 0.10 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 91 Ib Sheathed or 3-7-6 oc purlins. Rigid ceiling directly applied or 5-1 -2 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA *36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 7 IM 0 Job 1 -59-6 Truss TIA Truss Type COMMON Qty 4 Ply i • • • • • •• •• • • • • • • • • • • • • Job Reference (Optional) • • • • • • • • • • ••• • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • oyal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -2-0 -0 2-3-0 2-0-0 2 -3-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 10 1.5x4 I I 3 -10-11 3 -10-11 Plate Offsets (X,Y): [2:0 2 12,Edge] LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 *Except* EV1 2 X 4 SYP No.2ND LOAD CASE(S) Standard 9 3x5 = 7 -2-0 411 3 10-5 -5 6-6-11 REACTIONS (Ib/size) 10=1162/0 -8-0, 5= 1184/0 -8-0 Max Horz 10=- 177(load case 2) Max Upliftl0=- 510(load case 2), 5=- 797(load case 2) 8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/48, 2- 3=- 1385/189, 3-4 =- 2122/522, 4-5 =- 2523/744, 5-6 =0/43, 2- 10=- 1121/535 BOT CHORD 9-10= 0/568, 8- 9=- 76/1483, 7- 8=- 76/1483, 5- 7=- 559/2371 WEBS 3-9 =- 284/240, 3-7 =- 228 /746, 4-7 =- 526/401, 2- 9=- 476/1077 5.200 s Jan 16 2004 MITek Industries, Inc. Sun Feb 19 18:39:37 2006 Page 1 12 -1-0 4-11-0 A1.1 1x4 4 2 7 3x4 = 3x4 = 18-1-0 7 -7 -11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1) 1-8-9 to 23 -10-7; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 Ib uplift at joint 10 and 797 Ib uplift at joint 5. . • 1- 9 • • • •. . �. 20 -,-0 •• • • • • . • 600-0 • • • • -0�o • • •• • • • • • Scald r 16: 8 • • ••• ••• ••• ••• • • • •• ••• •• 5x4 = • • • • 3.00 12 • • • • • • • • • • • • •• 5 3x4 = 6 0 SPACING 2 - 0 - 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress 'nor YES Code FBC2001 /ANSI95 CSI TC 0.91 BC 0.55 WB 0.32 (Matrix) DEFL in (loc) I/defl Ltd Vert(LL) -0.11 7 -9 >999 360 Vert(TL) 0.30 6 >94 240 Horz(TL) 0.05 5 n/a n/a PLATES GRIP MI120 249/190 Weight: 83 Ib BRACING TOP CHORD Sheathed or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-6 oc bracing. JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 FEB 2 3 2006 January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Ilter Engineering, Ltd. Co. • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • • ••• ••• PHONE: (954) 600 -7123 • FAX 512 -9424 • E -MAIL 1 LTER@BELL4O=7T4NIT •• • • • • • • • ••• ••• ••• Re: End Jack Connection Detail- Top chord to corner jack /Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing: 2' - 0" o.c, Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6 :12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Mark 51 J3 J5 J7 1' - 0" 3' -0" 5' - 0" Gravity 45# Top Chord Reaction Uplift 77# 135# 225# 315# 179# 331# 395# Bottom Chord Reaction 10# Top Chord Connection (2), 16d Toe -nails Bott. Ch. Connection (2). 16d Toe -nails 30# 50# 70# (2), 16d Toe -nails (3), 16d Toe -nails Hurricane Clip (2). 16d Toe -nails (2). 16d Toe -nails (2). 16d Toe -nails Span If you have any questions regarding this matter, please do not hesitate to call. John A. Ilter, P.E. FL Reg Eng. No 36205 • • • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • •• • • • • • • • • • • • • • • •• • • • •• • •• •• • • • • • • • • •• • • • • • ••• •• DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 infoaUSPconnectors.com www.USPconnectors.com USP LUMBER CONNECTORS Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. +4 GPLL • • • • •••• • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 244 1 ' 340 1 . • • NATIONAL EVALUATION REPORT Report No. NER -510 Re- Issued May 1, 2003 • • •. •• • • • • • ••• • • • • • • • • ERN�j(4NAt Phone: 703 /931 -2187 www.nateval.org Fax: 703/g31305 : CCODEC00NCll.m •• • • • •• ••• • • • • ••• • • • • •• • • • This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 PTIO ENTIFICATIO DENCE SUBIVl1TTE Re- Issued May, 1, 2003 ack to the NES home page 1.0 SUBJECT • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • National Eviduat onhepo F • o. • NNR.10 • • • • • • USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Serie, 1.5 Girder Truss Strap /Hold -Down SGP Series •. 1.6 Joist Hanger HUS Series • ••• 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models • ••• • • • • • • • • •• • • • • • •• • • • • •••. ••• ••• • • • • • • •e• •• • • • • • •• • • • • • ••• •• 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular - shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a 1/2-inch- diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test Toad that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 B,IECT I. t) FOR <I` ALU ATION' IS SCRIPTION >7'AL 1±1TI I DENCE ; T'TI NDITI OF US ack to the NES home page The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content,of 19 pprcegt. or Tess and used under continuously dry conditianL I!oi;cpnrtec3idh4in w¢ol tl3 is unseasoned or partially seasoned, the allov4labae leads ir3 this ssh$II' multiplied by the moisture content factor, C specified•in theappliaable txrilding code. 3.3 Materials • • • • • 3.3.1 Steel: All devices listed in this report are fa��fro /�eST v e653 �S Grade 33 steel, with galvanizing complying with A T A 24, G6 SteeT coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southem pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF-N-105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • National Ev Uegit o. NtR -$10 • -- •• • • • •• ••• •• USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The . manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design Tabular Toad capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design loads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Page 4 of 10 NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 SCRIPT ICATI DENCE >SUBMITT PROPERTY FOR WHI ALUATION 1S SOUGHT ck to the NES home page • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • National Etalu4tigalttp§r4No. EIEJ - 10 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). • • • • • •• 6.4 Engineering calculations for HUS 2x aid: 1.7sx•Jeia hanger oonnedor Series, signed and sealed by Thomas A: 4lden, P.6, -1 2002: • 6.5 Test reports on load testing of HUS Serbs 3Qi%t hate §brl ?Alder ASTM• D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Br igiup ind perti &k J P.E. • • • • • • • • • • • • • • • • • 7.0 CONDITIONS OF USE •• • • • • • ••• ••• The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 Intemational Building Code© with 2002 Accumulative Supplement, the 2000 Intemational Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code rm, and the 1998 Intemational One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire - retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" Toads are permitted to be increased for duration of Toad in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate tee load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the Intemational Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the Intemational Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. Stock No. 1 141 Dimensions (in.) Fastener Schedule Alkwrable Loads (Lbs.)• • • W H Rafter Plate Stud F1 F2 - Uplift • • 133% 180% 133% 160% 133 % :16 % HCPLL 20 1.12 6 (4)6d (4)6d (4)6d' 145 145 95 95 411 4S) (4)8d (4)8d (4)8d' 145 145 95 95 510 520 HCPLR 20 1-12 6 (4)6d (4)6d (4)6d* 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 Page 7 of 10 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • Nation41 Evaluaaior=RbKjort No. BIER -510 Notes: 1, 2, 6, 8 `Applies to stud application. Figure 3— HCPL Humcane/Seismic Anchors H Table 3— HCPL Series HCPL(L) shown (HCPL(R) opposite bend) • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • •• • • •• • •• • ••• ••• • • •• ••• •• • • • • •• • • • • • • •• • •• • • • • MIA M147AOE PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Mon tgomcry ,MN 56069 The expense of such testing will be incurred by the manufacturer. APPROVED: 05/31/2001 A104500011pc200011templateslnotice acceptance cover page.dot Interact mail address: postnlaster @buildingcodconline .cone • • ••• •y• •• •• • • • • • • • • • • • • • • • :49[Aa1I- DAlar( uNt:Y, LORI DA METRO-MIA F I LAGLEft ftJILDING 13U CODJ COOPLIANCE QW ICE • • / t!)AO13'FtAciL ;R;131:1j,DING s4a miser 1'LAG11?RB'IRti191% fill 11 1603 • • • • 11rt1M4l:IiLORI(&A 1563 (305) 375 -2901 FAX (305) 375-2908 • •CONIa,teroa taCavSINC«.rl:c-rloN • • : • ;303) ASiSt CV (3h) 375 -2558 • • • • • • • • • Cpp . 44 .01 4024oIk_ai liNrelYlxION (305) 375 -2 FAX (305) 375-2903 PRODUCT CONTROL DIVISION (305) 375 - 2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -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. 7 ACCEPTANCE NO.: 01- 0327.04 EXPIRES: 06/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & l'RODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in ivliami -Dade County, Florida under the conditions set Birth above. Francisco J. Quintana, K.A. Director Miami -Dade County Building Code Compliance Office Itoulcpage: http : / /www.buitdingcodeonline.cunn • • •• • • • •• • •• •• • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • ••• United Steel Products Company. ACCEPTANCE NO: 01- 0327.04 • • • • A1'PI Eg: 3 •. zati • • • • ••• ••• • • ••• ••• ••• • • EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC COMMAS :: : . . • • • • 1. SCOPE •• • • • • • ••• •• 1.1 This renews the Notice of Acceptance No. 97- 1215.07. which was issued on 06/04/98. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. HJC/JUS /SKH /JL, sheet 1 and 2 of 2, titled "Face Mount Joist Hangers ", prepared by United Steel Products Company, dated 03/20/01 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dacia Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 . %,;, Allowable loads-are based ohn, testing .per ,ASTM :0176 1. and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.t ....:•_The wood connectors. shall be installed in strict compliance with the approved drawings. 5. LABELING .5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city,. state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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 of Acceptance. clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in ordcsr to properly evaluate the installation of these products. Candido Font, PC, Sr. Product Control Examiner Product Control Division • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • United Steel Products Company. ACCEPTANCE NO.: 01-0327.04 APPRPYE .144; a e f: 2 ::. • • • • • • • • • • ••• • • • • • • • EXPIRES: iw/04ThJ08 NOTICE OF ACCEPTANCE STANDARD COND1 • : • : • • ... • • • • • 1. Renewal ofd :is Acceptance (approval) shall be considered after a renewal appli 2ttiol5 Etas t3ccn fifed'MrMd Tie ariginaI submitted dornmentatian, including test- supporting data, engineering documents, are no older than eight (8) years. 2. 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 Approved", 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 produce and the product is not in compliance with the code changes; b) The product i:: eto longer the ::aerie product (identical) as the one originally approved; e) i f the Accept nee holder has not complied with all the requirements of this acceptance, including the correct installation oft the produce d) The engineer who originally prepared, signed and sealed the required documentation initially subniincd 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 uutomatica ?t3' be :causc:for tertrtuationofttrisAc ptanct.unle:ss.prior,:written approvaLha. b. cn=rcquestcd:(ihcongh the 111 mg fa revision applkation with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory f error rance of this product or process. - b) Misuse of this Acceptance as air endorsement of any product, for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature_. If any portion of tho 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 cr its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. 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 Candido Font, PE. Sr. Product Control Examiner Product Control Division PRODUCT CODE STEEL GAUGE DIMENSIONS On) FASTENER SCHEDULE ALLOWABLE LOADS (Ibu.) W H 0 A HEADER JOIST DOWN DOWN UPLIFT ..L24 .i 20 . 1 9/16 1 7/8 3 1 1/2 15/16 (4) 100 (2) Sal x 1 1/$ 480 N/A .2.26 • 20 • 1 9/16 4 3/4 1 i/2 15/16 (6) 100 44) Bd x 1 1/2 670 N/A .2.22 ' 20 1 9/16 6 3/8 1 1/0 15/16 (10) 100 (6) Rd x 1 1/2 1120 750 JL210 ' 20 1 9/16 8 1/4 1 1/2 13/16 04> 100 r (8) 80 x 1 VE 1560 • 995 J1.262 . 18 . 3 1/16 5 2 1 1/4 (8) 160 (4) 80 1075 N/A JLein - 18 . 3 1 /14 7 2 1 1/4 t12) 160 (6) 80 1610 B03 JL2102 ' 18 3 1/15 8 2 1 1/8 (14) :60 (0 80 1880 1070 ' PROISUCT C91E 1 STEEL GAUGE t••••(D1MCNSIUNS On.) FASIENER SCHEDULE ALLOWABLE LCaIS C.bs.) • e V • 4 H D A HEADER JOIST DOWN UPLIFT SsCH26•'( 16 • I p tiP1%f 3 1/4 ' 1 7/8 1 3/16 (6) 160 ' (6) 10d x 1 1/2 805 • N/A • • • • • • • • • •• • • • • • • • • ••(0• •••• • • •••• 1 NNW. LAY r•quP8 bn eno of Joist to achieve ollowob :e toodti. 2 • Min11 header t)'lg 17,4ss shat be 2 Inches For 160 nabs. • 3 111(oble1!Ie DOWN I&Arl1ated Is at 1001[ Duration or Lo•d. • 4 141PS Lands jSql J pi N/A had wallet capacity leas than 5 SO is skewedaMpht or L•Pt •• • • • • • •• • • •- • • • • • • • •••• • TYPICAL SK1426L INSTALLATION 1 MiNnun header thlekness shot be 1 3/4 Inches For 00 nails and 2 rashes For 1601 halls." 2 Allowable DOWN toad l sted is at 1007 Duratlon of Load. • 3 Uplift Loads listed us N/A had uplift capacity tess S han the required 700 pounds. TYPICAL J-26 -2 INSTALLATION the required 700 pounds. SKH26L JL26 -2 GENERAL NOTES 1) STEEL SHALL CONFORM 10 ASTM 0453. STRUCTURAL GRADE 331 U.O.N. AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B A SHORT TERM DURXT10N FACTOR OF 33 FOR VIN) LOAD CONDITION. N0 FURTHER INCREASE ALLOVER 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY S1•ZIRT TERN DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS rOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA. FOR SOUTHERN YELLOW PINE (Gw 0.55 OR BETTER) t TEST PERFORM IN ACCORDANCE VITH ASTM D1761 UNITED STEEL PRODUCTS CO 7D3 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE' _.2e?PL DRAIJING NUMBER' i{ SHEET NUMBER' _? _trr @__ Ari,:aJ.-8 1.5 b+ ?..i 3 44i•h S81"8 ROI: ➢ ^' I*I' t J. IT ft l" MAY 1.2E101 Ti 0/ THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL D50999 " PRODUCT • • • CODE STEEL 3=AIYIE DIMENSIONS On.) DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Ctbs.) ALLOWABLE LOADS Clbs.) : V N 0 A HEADER JOIST UPLIFT DOWN I UPLIFT • 144026 • sue- 12 • •� w 5 7/8 S 3/8 3 1/4 1 3/4 C16) 16d 412) tad • 8845 • ! 1553 • • 1ilC2B • • 1241 1 • 7 /8' 6 3/4 3 1/4' 1 3/4 C20) 16d 414) ibd - 2 • I BOIS • ' PRODUCT CODE STEEL GAUGE DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Ctbs.) V N 0 A HEADER JOIST DOWN UPLIFT 41J594.. 41J594.. 18 . 1 9/16 3 I/O • 1 3/4 . 1 • 44) IOd • C2) lad • 648 ' N/A • 4U926 18 • 1 9/16 4 13/16 1 3/4 1 • C4) led • C4) lad • 840 ' 060 • JOS88 ' 18 • 1 9/16. 6 11/16' 1 3/4 1 • 46) 1044' 44) 10d ' 1065 • 860 • JUS2l0 • 18 / 1 9/16' 7 13/16 1 3/4 1 • CO) l0d • (4) 10d 1298 ' 060 ' • •• • • • • • ••. • • • • • •• • • • • • • • •• • • • • • •• • • • • • • 0 000 • • • •• • • • Published 1 e: Is For tot of hip at 45 degrees and Jack at 90 decrees combined.• � thickness shot be 2 Inches for 161 marls. lowabii • flpb'Jt • load listed Is at 1C0% Duration of Load. • TYPICAL HJC INSTALLATION 1 SpeclFIed Joist nails shall be nstatted at 30 to 45 degrees horizontally such that ttry penetrate through the end eF :h• joist and into 'he header. 2 Minimum header thickness shat be 1 3/4 Inches for Od moss. • 3 Allowable DOWN load listed 10 at 1004 Duration of Load. • 4 Uplift Loads listed as 14 /4 had uplift capacity less than TYPICAL JUS INSTALLAT =ON GENERAL NOTES 1) STEEL SHALL CONFORM YO ASTM A653. STRUCTURAL GRAD: 331 u.CN. • AN0 A MINIMUM GALVANIZED COATING OF 0 - 60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OT.•ERV!SE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8 A SHORT TERM DURATION FACTOR CF 33% FOR VINO LOAD CONDITION. NO FURTHER INCREASE ALLOWED. • 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR • 5) ALLOWABLE LOADS ARE BASED ON TFE NATIONAL 0091014 SPECIFICATIONS FOR W000 CONSTRUCTION 1991 EDITICN 4. 1993 ERRATA, FCR SOUTHERN YELLOW PINE 164 0.59 OR BETTER) 4 TEST PERFORM IN ACCORDANCE WITH AS TM 01761 HAY. „Li 2001 O/- os2. 7.44 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE N•QNTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE _412 9L4I_ DRAWING NUMBER= I•I iv..lwitgetl/JI.. SHEET NUMBER= '1[! ��t J THOMAS A. :OLDEN, P.E. CIVIL NUMBER FL050899 STOCK NO. STEEL GAUGE DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' Joist F., = 460 psi F„ = 625 psi Uplift W H D Qty - Type Q - Type 100% 115% 125% 100% 115% 125% 133% 160% SKH 24 16 1 3% 1 7 /6 4 - 16d 0d x 13'z 510 510 510 510 510 510 505 565 SKH 26 16 1 9 /16 5% 1% 6 - 16d 6 - 10d x 1% 810 890 890 810 890 890 760 910 SKH 28 16 1 7% 1% 10 - 16d 8 - 10d x 1% 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 1 9 /18 9% 1% 14 - 16d 10 - 10d x 1'/a 1790 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 3 4% 1 3 /8 6 - 16d 6 -10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 3 6% 1% 10 - 16d 8 -10d 1350 1555 1690 1350 1555 1690 I 1205 1360 SKH 210 -2 16 3 8% 1% 14 - 16d 10 -10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 -2 16 3 10% 1 16 - 16d 10 - 10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 2 4 1% 6 - 16d 6 - 10d x 1% 810 930 1015 810 930 1015 760 910 SKH 38 16 2 / 6% 1 10 - 16d 8 -10d x 1% 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 2 / 8% 1% 14 - 16d 10 - 10d x 1% 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 2 10% 1 16 - 16d 10 - 10d x 1'% 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 1 9% 1% 14 - 10d 10 -10d x 1'% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 1 11% 1% 16 -10d 10 - 10d x 1% 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1520 -2 16 ' 3 8'% 1% 14 -10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3 10% 1% 16 -10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1 "/ 9 1% 14 - 10d 10 - 10d x 1% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1624 16 1"/ 11 1% 16 -10d 10 -10d x 1% 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1720 16 1 9% 1% 14 -10d 10 -10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1724 16 1 11 1% 16 - 10d 10 - 10d x 1% 18.10 2080 2260 1810 2080 2260 1265 15.22. SKH 2020 16 2 9 1 Ys 14 -10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 4265 • 1&20. SKH 2024 16 2 11 1% 16 - 10d 10 -10d x 1'/ 1810 2080 2260 1810 2080 2260 • .1265 ; 5a0• SKH 2320 16 2% 8% 1% 14 - 10d 10 - 10d x 1% 1 580 1820 1980 1580 1820 1981 9 1 11165 1525 SKH 2324 16 2 10' 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260.8.1265 44520. SKH 2520 16 2 8 3 / 6 1 1 / 4 14 -10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 • • •1265 •152e• SKH 2524 16 2 / 10% 1% 16 - 10d 10 -10d x 1'A 1810 2080 2260 1810 2080 2261 •: • � 5 :IA • SKH 2620 16 2 8 11 / 18 178 14 - 10d 10 - 10d x 1'A 1580 1820 1980 1580 1820 198Q...1245 152Q SKH 2624 _ 16 2 "/ 10 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 226; 1265 .1520 TABLE 7 - SKH SERIES 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. Table 7 continued on next page. • • • •• • •• • • • • • .. • d to 0 0 N 40 Z rt 0 4*••• m• < • 404 0 a•• •• • 0 • a.:. 0 • g••• m • 0o This safety alert symbol 1s used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal Injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractors Ii contractor, erector or erection contracto s <, vised to obtain and read the entlre book et'Ct? mentary and Recommendations for Handling; Ii* stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91' from'the Truss Plate Instltute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding unti ln tion begins or lift bundled trusses by the bands. A WARNING: Do not use damaged trusses. TRUSS' STORA CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 • ... • DANGER: A B AiN4Rgjstrtatps is condition where failure! to fgliggy lrrcuytion$ geed warn- ing will most likely result in serious personal Injury or death or damage to structures • • ... alb A WARN1N(1t A WARNING G dl'itle$ 4 i ondition where faildrdtdfAilow3estr 'action &cbt ld'resuftin severe personal injury or damage to structures. ... ... • .. • • • TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION Ail _temporary bracing should be no less than 2x4`grade marked lumber. All connections should tie made with minimum of 2 -16d alts Alt • trusses assumed 2' on- center or less. All multi -ply t � trusses should be connected togetberiInl acco - dance wfth design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless proper b race d . ® DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly. prohibited. WARNING :, Do not attach cables chains, hooks to the web members: Tag Line Approximately Approximately Y. truss length Y. truss length Truss spans less than 30'. Approximately Ys to T h truss len Spreader Bar Toe In Spreader Bar Toe In Less than or equal to 60' Less than or equal to 60' Toe In Tag Une Tag Une Approximately Y2 to 3', truss len th Toe In Tag Une GROUND BRACING BUI'LDING 1 MECHANICAL Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Frame 2 $,',, W ARNING:Do dot Itft sin • latrusseawith spans yi3 :f: . re • •.... •• •- � • •••. greater than 30 by the peak. -.611.26.N Tag Une At or above mid - height Tag Une • • • .• • • • •.• •• •. • • • •• •• • • • ••• • • • • • • • • • • • ••. • • • • • 1 • •. • • ••• • • • • • •••• • • • • •• • • • • .• • • • • • • ••• • • Strongback/ SpreaderBar • •.• 10' Approximately 45 to % truss length Greater than 60' _Alin ' 10' Approximately Yr to truss length Strongback/ SpreaderBar Greater than 60' C UT O 1 f elnporary brac s o I " , art' e s ad�ue r th Installa ' at' oe ti on of Y M ' '� i 'Cd .. t'�d "�' °'.w: .fi .1"# � is s +,. F ., i. 4 .jpI . e ...4 - ° �-„: ,, ,, , 044 - 7. Yi \.--- a -, r u sl'miiai gurations Consu ` egisstere rof lona engineer If a different.' so,,.,a eta �°res s racin rangement „is. desired ti The eng neeri may des gn racing p in .accordance ;with TPI's - ecomm ended Design Speclflcatlon for Temporary Bragg of M etal Plate C onnected Wood ivsses,,DS1 89, and,in cases_ termine,that a,wider.�spacing is possible._; • �GfROUND BRACING:` BUILDING E Ground brace diagonals (GBD) CAUTION: Ground bracing required for all Installations. Strut ' Backup s j/ �/ (ST) ground stake Driven ground stakes Typical vertical attachment Blocking r/ Typical horizordal tie member with multiple stakes (HT) End Wall Si Plan Ground Brace Verticals (GBV) of b oup of trum (EB) SPAN • e • • MINIMUM PITCH • • • _ • • • • • " • ' .: ,: • • TOPCHbF63 . LATERAL BRACE SPACING(LB,$) • • • • • • • i0 P tHORD Mg:ANAL BRACE SPACING (DBS) . , [Ol :Se/Dif SPF/HF Up to 32' 4/1Z : • b' • • . • ;2141 • 15 Over 32' - 48' 4/12.• !„... 6':.. :.. • . 7 Over 48' - 60' 4/12 I 5' 6 4 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle togetherand causecollapse Other° bine diago- nal bracing. Diagonal bracing shoukl be nailed to the underside of the top chord when purilna are attached to the topside of the top chord. DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir 12 4 or greater Up to 28' Over 28' - 42' Over 42' - 60' Over 60' PITCH DIFFERENCE 2.5 3.0 3.0 LATERAL BRACE SPACING(L 7' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (D13S): r# tiUsses] SP/DF • 17 9 5 SPF/HF 12 6 3 See a registered professional engineer All lateral braces lapped at least 2 trusses. •• • • All lateral braces lapped at least 2 trusses. 12 5 r ---- i111111 41 INIAIKalp 401111/ AiWr":■■• 4 ■401.". ANINK■rip ANINgrAmor 4 ■4010. - ...■■■■■ 411■41 .A•Nr■sr. Amor ANSI 11114 1P Frame 3 • • • • • • • • • • • DF - Douglte Fr-tarflf • • §P1•3bullfern Pine HF Hem-gir •„„ • • Wye Spnjce-Pine-Fir • • • • Continuous Top Chord Lateral Brace Required • ' :Z.VP , ARNINO4 Fas■Oe to fOlIcriv these r co*: • severe etsonal, injury or damage19,tr Continuous Top Chord Lateral Brace Required PITCHED TRUSS . . , Top chords that are laterally braced can buckle togetherand cause collapse H there ism" diago- nal bracing- Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord SCISSORS TRUSS Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. IA/AR MING: 1 y] -, p 'S 3 'F�.f."Y.'*4e "i §"t - : A/ARNING Falldret follo*these rrecon mendattons could result In vere perso Inji ry d mage t t es or buildings ` WEB MEMBER PLANE 12 - I 4 or greater Permanent 0._ continuous o lateral bracing as specified by the truss engineering. Frame 4 • • •• • • • DF - Hat - ir. • • • . . SW- prt ice --PIne -Fir HF - Hem''""- FFiir. • • • • • • • • • • • • • All lateral braces lapped at least 2 trusses. I BO,`ITOM CHORD PLANE; I Cross bracing repeated at each end of the building and at 20' Intervals. •• .. • • • • • • •• • • • • • • • • • • • • • BOkJOIU Z)i RD:DIAbbONAL -. • • • •BOTTOM CHORD BRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LB& (# trusses] • • • . • • • "Dr•'SPF /HF Up to 32' X4/12 • • 15i • • • 20 • • 15 Over 32' - 48' i0:2 • •15' • - i 141) i i 7 Over 48' - 60' 4?12 • • • • 15 * • • • •6 • 4 Over 60' See a registered professional engineer Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. IA/AR MING: 1 y] -, p 'S 3 'F�.f."Y.'*4e "i §"t - : A/ARNING Falldret follo*these rrecon mendattons could result In vere perso Inji ry d mage t t es or buildings ` WEB MEMBER PLANE 12 - I 4 or greater Permanent 0._ continuous o lateral bracing as specified by the truss engineering. Frame 4 • • •• • • • DF - Hat - ir. • • • . . SW- prt ice --PIne -Fir HF - Hem''""- FFiir. • • • • • • • • • • • • • All lateral braces lapped at least 2 trusses. I BO,`ITOM CHORD PLANE; I Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 1y The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 1y a 4x2 PARALLEL CHORD TRUSS :TOP CHORD I Top chords that are laterally braced can buckle togeUrorand causeco lapsee if there fano diago- nal bracing Diagonal bracing shouts be nailed to the underside of the top chord when purifns are attached to the topside of the top chord. End diagonals are stability and must be dup both ends of the truss system. End diagonals are stability and must be dup both ends of the truss system. Frame 5 • • ••• • • • ••• •• •• • • • • • • •• •• • • 2x4/2x6 PARALLEL P • • 1 • • C - • CHORD TRUSS • •+Top (M ad • • Lateral Brace Required • • • • 1 • • • 40' or.Greater • • • • • • • • • • • • • • • • • ••• ••• Top chords that are laterally braced cas together and cause collapse if there ia• o dugs nal bracing. Diagonal bracing ahouldle �aiied to the underside of the top chord whys pdriigs are attached to the topside of the top •tord.• • WARNING: Failuretofollowthese recommendations could result n `_ severe personal injurw or damage to trussesorbuildings# 3 0,(a8 &) •• • •• Attachment • • @ rp d. ./• • • • y®.fp� • • ••• •• s1 Continuous Top Chord Lateral Brace Required • • 10' or Greater 1' Attachment / Required )3tr or greater N 3t /z" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 7 ..---_ SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) (# trusses) SP/DF SPF/HF 12 Up to 24' 3/12 8' 17 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer • D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72 1-1/2" 6' 84" 1-3/4" 7' 96 ' 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir-Larch HP - Hem-Fir Mor.0, 1 Maximum Misplacement Truss Depth DOn) Diagonal brace also required on end verticals. Top chords that are laterally braced can beside togetherand causecollapse inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB Lesser of D/50 or 2" Plumb Line Continuous Top Chord Lateral Brace Required 10' or Greater SP - Southern Pine SPF - Spruce-Pine-Fir ARNING: ralt etof�II�wth�rec�mfl could eIt - • .(severe sons; inim to trusses* or builaings, VattOg2V OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 1 Tr ±yo Frame 6 L(in) ........................................ • • • • • • • • • • • : : e.: • • • or • • • • • • eN fientdt • • e • • : • 110 Length L(In) t Lesser of L/200 or 2" • • 1 • • • • • • • • • • • • • • All lateral braces lapped at least 2 trusses. BOW if Lan) OUT-OF-PLANE INSTALLATION TOLERANCES. Lesser of 1./200 or 2" DANGER: Under no circumstances should • construction loads of any description be placed on unbraced trusses. Inspection Date: 11/08/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Project: <NONE> Job Address: 90 98 Street NE Miami Shores Village, FL 33138- Contractor: ALLAPATTAH CONTRACTORS INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: NOV 1320 V I•l, Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 305 -633 -9179 Wednesday, November 8, 2006 Page 1 of 2 1 I Passed 6 Inspector Comments r , „ , 0 -.2,- -, & 0 Failed Correction Needed ..-12-e Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/08/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Project: <NONE> Job Address: 90 98 Street NE Miami Shores Village, FL 33138- Contractor: ALLAPATTAH CONTRACTORS INC. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: NOV 1320 V I•l, Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 305 -633 -9179 Wednesday, November 8, 2006 Page 1 of 2 CIVIL ENGINEER October 30, 2006 Allapattah Contractors 3417 Northwest 22 Avenue Miami, Florida Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 90 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: BP2005 -1205 Date Completion: October l0, 2006 Roofing Contractor: Allapattah Contractors Project Number: 06 -4334 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Volcan Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation • of the roof tile at the above referenced project meets the test requ rementoutlined in the above- mentioned protocol. Attached please find a copy of our test report for your. review, Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. TILE UPLIFT TEST Residential Home 90 Northeast 98 Street Miami, Florida Respectfully sub > d; Reileh Engine F Corporation /c1/4 0/6 Mohamad Sonny Salleh, P.E.49014 Project Manager Reileh Engineering Corporation -- Project Number - 06 -4334 Test Number Tcst Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 90 Northeast 98 Street Miami, Florida Project Number: 06 -4334 Reileh Engineering Corporation — Project Number - 06 -4334 • Test Number Test Lead (1bf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass Reileh Engineering Corporation — Project Number - 06 -4334 20. L 17NOf 5 LOO5t 11Le r 06 - 4 Uplift test required for final inspection. done. 10/20/06 CG. No test has been Passed Inspector Comments Failed (� ri Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/19/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALLAPATTAH CONTRACTORS INC. Building Department Comments Friday, October 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 2 3 7006 Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Roof - New Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 305 -633 -9179 Page 1 of 2 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. 1131°05 ego Contractor's Name: © Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 I A Ila Pa t�.►a� Section A (General Information) Process No. Job Address: Roof Category ❑ Mechanically Fastened Tile ❑ Metal PaneVShingles ❑ Other: Roof Type Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes Et No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (fL Steep Sloped area (ft. Section B Roof Plan . Bane€ . . .. . • • • • • .. • • • • • • • • • • • • • • • . . . • • • .. .. 000 • • • .. • • ortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Total (ft. Page 1 of 1 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. 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Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulatlon: Ridge Ventilado Z N/ • Fire Barrier: Mean Roof Height 1c2 • • • •• • . • • • • • • •• • •. 1=r3 Fe 1-1- NIA stoner Type & Spacing: I ' i l n dhesive Type: . p 4 - e/ i fk ype Cap Sheet: • • 9(4 Covering:. et. ex n • • • • • • • • • • • ' t ype S Size D 'I Edge: • • • • •. • •••. .• • • • . • • • .• • • • .... .•• •• • •• • • .• • • •• • ••••••• • • •• • • • • • • 0 ••• • • • . • • .•.•• • • • • • ••.••• • • • •• • ••• • • • • •.•. 0 qo /cc-/-e 1 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 M the valves from Mi. If the M values are greater than or equal to the Mr values, for each area of the roof, then the Me attachment method is acceptable. (P2: (P3 : 1 "Moment Base irra - M g. g: — Mg: . • Calculati ns Per RAS 127" ° Mri 1 ) % 1 a NOA 1V7 s_ t S NOA 1Vfr NOA M • .• • Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mf) From Table Below NOA 1!� M Required Moment Resistance* Mean Roof Height -- Roof Slope 2:12 3:12 4:12 5:12 6 :12 1:12 15' 34.4 32.2 30.4 28.4 26.4 24. 20' 38.5 30.1 28.0 344 32.2 38.0 33.8 31.8 29,4 27.1 30' 39.7 37,4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 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 F If the F' values are greater than or equal to the F values, for each area of the roof, then the the attachment method is acceptable. (P2: Y Method 3 a "w:Uplift = Based ) — aco Tile Cals8: culations Per Fr2� RAS 127" ( P i w:== ) —W: acos9: = Fri: NOA F' NOA F ° ' - ' (P3: a 1: a w: = ) — w: a cos 9: = Fri: NOA F' Where to Obtain Information Description Symbol Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance lV DesignPressmn PlorP2orP3 Mean Roof Height ' H Roof Slope 0 M M[ • r► • Moment Resistance Minimum Attachment Resistance Required Uplift Resistance M • F Where to find RAS 127 Table 1 or by an engineering analysis prepay by PE based on ASCE 7 Job Site Job Site NOA NOA NSA ciliated Average Tile Weight Tile Dimensions All calculations must be submitted to w NOA •• • • • • • 1= Wes NOA • II • • • the Building/JIDciai at the tmmofpaomt oa, • • •.. • • • • . •• • • • • • • • • • • • • • • •• • • • . • • • • • • • • • • • .• • • • • • • . • • O0 • • • • • ... .. • • • • . . • 00 • • • .. 41.41 00 • •• 00. • • • • • • • • • • • • • • • .. • • • • • • .. • • • •• • • • • .. • • • • • • • 0.0 • 000 • • • • • • • • • • • .00 • • • • • • • • • • • • • •• .0 • • • 00 00 • • • 0041 • • • 0410 go • • Sent, By: HANSON ROOF TILE; MIAMI.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 954 421 2077; NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34' Ave Deerfield Beach, FL 33442 • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .. • • • •• •• ••• • • 000 • • Oct -22 -04 2:30PM; Page 2 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 or the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Amalfi Zulloaga,.RRC • • • ••••••• • • • • • •• •.. .. • • • .• 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 born 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. 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 be used in Miami Dade Cnunty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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 thc accepted manner, the manufacturer will incur the expense of such testing and thc AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Barrel Roof Tile •• M IA MI -DADE COUNTY, FLORIDA MAO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30 1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 03- 0102.01 Expiration Date: 12/16/01 Approval Date: 01/03/03 Page 1 of 5 ,G.16 Ll7. "v... I1LL, ■ ROOFING ASSEMBLY APPROVAL Category: Sub Category: Materials: 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Barrel Tile Trim Pieces 2.1Components or products manufactured by others #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 59" x 164' roll undcrlayment 22 1bs. /roll Product Roofing Roofing Tile Concrete Length: 18" Width: 9 -%2 " Varying thickness Length: varies Width: varies Varying thickness Dimensions N/A N/A N /A .)4 44 GU / / i This renews a roofing System using Hanson 'Barrel' Concrete Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Dimensions Specifications TAS 112 TAS 112 Test Specifications ASTM D 226 Type II ASTM D 2626 ASTM D 249 'fin's lo4.: • • • • • •u14t'mer}t. •. . .• • • • . • • • • • • • • • • • • • • . . • • • •. •• • • • •• • ••• uci -ee -u4 G:ourmi rage o High profile, two - piece, extruded concrete roof tile. For mortar set or adhesive set applications. Accessory trim. concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply undcrlayment system. •S�i• S c rlp, nail -on . .. • • • • •. • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • . . • • • •• • . 0 • • • ..• • • Product Description Manufacturer Generic (With current NOA) Generic (With current NOA) Genetic (With current NOA) Lenzing Performance, Inc. (With current NOA) ... .. • NOA No,: 03- 0102.01 • • • • • • Expiration Date: 12/I6/07 .• • • • • Approval Date: 01 /03/03 • • Page 2 of 5 Sent By: HANSON ROOF TILE; 954 421 2077; Product Rainproof II Ice and Water Shield Roof Tile Mortar N/A ( "TileTiteTM ") Roof Tile N/A Adhesive ( "Polypro® Ali 160") Tile -Bond Factory premixed canisters 3. LIMITATIONS Test Dimensions Specifications 30" x 75' roll 36" x 75' roll TAS 104 or 60" x 75' roll 36" x roll TAS 103 TAS 123 See NOA •. • •• • • • • • •. • floo • • • .. • • • • • •. • • • • • • • • • .. ••• • • • • •. •.• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • . 0 • • • 00 • • Oct -22 -04 2:31PM; Product Description Single ply, nail -on underlayment with 2" self - adhering top edge, Self - adhering underlayment for use as a top ply in a two -ply underlayment system with Approved #30 or #43 as the base layer. Prepared mortar mix designed for mortar set roof tile applications. Two - component polyurethane adhesive designed for adhesive set roof tile applications. Single component See NOA polyurethane foam roof tile adhesive • • • • •• • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • •• • • • • • •• • ••• • • • Page 4/6 Manufacturer Protect -O -Wrap, Inc. (With current NOA) W.R. Grace Co. (With current NOA) Bermuda Roof , Company, Inc. (With current NOA) Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 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 Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1. herein. 3.5 30/90 hot mopped 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. NOA No.: 03- 0102.01 Expiration Date: 12/16/07 Approval Date: 01/03/03 Page 3of5 Table 3A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Mortar Set S stems Tile Profile Tile Application Attachment Resistance Hanson Barrel Tile Mortar Set 24.5 Hanson Barrel Tile Table 2: Restoring Moments due to Gravity - M (ft -I4D Tile Profile 3 ": 12" 4 ": 12" 5": 12 "" 6 ": 12" 7": 12" or t greater Hanson Barrel Tile 6.80 6.70 6.56 6.39 6.21 Sent By: HANSON ROOF TILE; 954 421 2077; 4.2 Data For Attachment Calculations Oct -22 -04 2:31PM; Page 5/6 4. INSTALLATION 4.1 . Hanson Barrel Concrete Roof Tile and its components shall be installed in strict compliance . with Roofing Application Standard RAS 120. Pol oam Pol Pro Flexible TileBond Place 23 • rams • er • an and 23 • rams • er ca • of Pol Pro'". Place 11.8 grams per pan and 11.6 grams per cap of TileBond. Tile Profile Hanson Barrel Tile Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 133 Concrete tile 84 (Concrete tile) 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •. .•• • • • • • .. • • • • ▪ • • • •• • ••• •. • • • •• • • • ••• •• • • • • • •• • • • • • • • • •• • • .. • • • •• • • • • • •• • • • • ••. • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. •• • • • •• •• 000 • • • 000 • • NOA No.: 03-0102.01 Expiration Date: 12/16/07 Approval Date: 01/03/03 Page 4of5 Table 1: Aerodynamic Multipliers - X (ft Tile Profile . . A. (ft ) Direct Deck Application Hanson Barrel Tile 0.263 Sent By: HANSON ROOF TILE; 954 421 2077; 4.2 Data For Attachment Calculations Oct -22 -04 2:31PM; Page 5/6 4. INSTALLATION 4.1 . Hanson Barrel Concrete Roof Tile and its components shall be installed in strict compliance . with Roofing Application Standard RAS 120. Pol oam Pol Pro Flexible TileBond Place 23 • rams • er • an and 23 • rams • er ca • of Pol Pro'". Place 11.8 grams per pan and 11.6 grams per cap of TileBond. Tile Profile Hanson Barrel Tile Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) For Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance 133 Concrete tile 84 (Concrete tile) 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •. .•• • • • • • .. • • • • ▪ • • • •• • ••• •. • • • •• • • • ••• •• • • • • • •• • • • • • • • • •• • • .. • • • •• • • • • • •• • • • • ••. • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .. •• • • • •• •• 000 • • • 000 • • NOA No.: 03-0102.01 Expiration Date: 12/16/07 Approval Date: 01/03/03 Page 4of5 PROFILE DRAWINGS HANSON BARREL CONCRETE ROOF TILE BARREL TILE END OF THIS ACCEPTANCE •• ••• • • • • • •• • • • . • • • • • •• ••• •• • • • •• • • • •• • • • • • • .• • • • • • • • • • • • • •• • • • ▪ •• • • • • • •• • • • • ••• • ••• • • • • . • O • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • .. • • •. • • •• •• • • • •• •• ••• • • • • • ••• • • NOA No.: 03- 0102.01 Expiration Date: 12/16/07 Approval Date: 01/03/03 Page S of 5 •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • •• ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • •• • • • • • •• • • • • • • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• i • • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /16/2004 Applicant: Owner: JOB ADDRESS: 90 NE 98 Contractor PAUL KAWALEK ROOFING CO Local Phone: Parcel # 1132060130890 Building Permit Permit Number: BP2004 -854 ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 Fees: FEE2004 -11296 FEE2004 -11312 FEE2004 -11313 FEE2004 -11314 FEE2004 -11315 FEE2004 -11316 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $3.60 $5.00 $1.20 $6.25 $15.00 $281.05 Total Fees: $281.05 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/18/2004 Construction Value: $6,000.00 Work: ROOF ADDITION Page 1 of 1 BLK 7 LOT SIZE 2 9 PAID e .e 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: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. iS P z O 8 S q PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) o—eotF oat V Owner's Address fd NC cte) ee City (vi Cuioa 5Vo to S State F, Zip 3 313 0 Tenant/Lessee Name Phone # Job Address (where the work is being done) 40 ,we QJe `k` ee.A-- City Miami Shores Village County Miami Dade Zip 331,3S Is Building Historically Designated YES NO t Contractor's Company Name PaUL 1I( 14"( 40 Phone # '30-C - . - 6/ Contractor's Address p.0 o (C 31 O 1 City x19 v&✓l 1 State i I Zip 331S 3 1S 5 Qualifier 'QC¢ VI, X e.( p �e Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Li OO Type of Work: ❑Addition ❑Alteration Describe Work: g OA C nc� M Submittal Fee $ Permit Fee $ 050 Notary $ Training/Education Fee $ 6 f R O Scanning $ Radon $ Code Enforcement $ �— Total Fee Now Due $ (Continued on opposite side) Miami Shores Village RECEIVED Building Department JUN 2 1 2114 Electrical Plumbing Mechanical apt e Master Permit No. 1 " za`i - a_55 Phone # 3 - We - 76-20 Square Footage Of Work: 6,C 6 ❑ Repair/Replace ❑ Demolition CCF $ 0 Technology Fee $ �� a Bond $ Structural Plan Review. $ 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 Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _ ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: * ** * *** * *** * *** * ** * *** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUBLIC' Sign: Print: Contractor The foregoing instrument was �� acknowledged before me this)),,1 day of 20J�1 by l� WO P who is personally known to me or who has produced identification And ;who �• Commission #DD23198 're ° 1 13, 2007 Bonded Thru My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SEP 2 ,3 Plans Examiner Engineer Zoning nc. Permit Type Owner Subdivision /Project Construction Type 90 NE 98 ST Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Miami Shores FL 33138 - Location Residential Construction GEOFFREY & ANGELA DORNEY ADDITION 487 SQ FT Not Transferable POST IN A CONSPICUOUS PLACE 4tt :j7 Bldg. Permit No. Contractor Date Issued Occupancy HOME OWNER BP2004 -355 12/02/2010 Single Family Building Officials Approval • Norman Bruhn, CBO BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) 6-C OO V ' / Phone # 3 ST" - 7 6 7 0 Zip 33 3 S Phone # Owner's Address City r i CAM % ge State k Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami Dade Zip , NO €44, l� /'^j e� C4/ Contractor's Company Name Vau,Li gGc a . Contractor's Address Lye Q ( c ,e Contra A 4 �� City (A kaLtA \ State FA Qualifier Pa u L vacua K Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work LrAddition ['Alteration ❑New Describe Work: IA v s 1'0 es '+ h et:Pk kJ 4' , 9 i ve.44,4 -219 o✓ o c' Submittal Fee $ Permit Fee $ I / " 0 . Total Fee Now Due $ (Continued on opposite side) Building i,7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O pZ 35i Master Permit No. Electrical Plumbing Mechanical iffeY � rOd► �� `-'4 000 , ''fir Notary $ Training/Education Fee $ Scanning $ Radon $ Li. 3 ci 249 Code Enforcement $ Structural Plan Review. $ Phone # 06 1 n Zip 33k3' ill 2 1 209'4 Roofing - 313S vidiS k// , S NAA 3 q6 z, m c/S Phone # q _/ — j — 6 Square Footage Of Work: ''3 4..f . o ❑ Repair/Replace ❑ Demolition / �� i f e OVdi d s/ CCF $ Technology Fee $ 1) Bond $ 300 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 Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR • PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of . 20 _ , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: Signature qamAK, cuutfolg Contractor The foregoing instrument wass�acknowledged before me this 9 I day of) alt , 20 O7 , by 90 t j I ' C p C4 f Q who is personally known to me or who has produced tification and who did take an oath. uoramission #1)02-3196 aQ Exp ires: Jul 13, 200' Sign: Print . My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competen No. **********************************************************************- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 * * * * * * * * * * * * * * * * * * * ** / v \ (9.-laps Examiner Engineer Zoning j A 4 4- 1 Building Department MA 10fik 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Ok Tel; (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildiung Electrical Plumbing echanical Roofing p � //e Owner's Name (Fee Simple Titleholder) (rea 4' / ed'f Phone # (3's) 7s7? - 7670 Owner's Address FO 4/. 78 sr City 4/M / - s/`VOI '6 State Pe- Tenant/Lessee Name 1 r » (Continued on opposite side) A/ Job Address (where the work is being done) 70 ,Yi FRS '2"' City Miami Shores Village County Miami Dade . Zip 3 3 / Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Md C kie / a >94 41:fne # (30.(:)9V7 ' 32 ;0"3/ Miami Shores Village Contractor's Company Name Contractor's Address City State Zip Qualifier $ Value of Work For this Permit - ) Total Fee Now Due $ Permit No. Master Permit NoW O`A 3S_ Zip 33/3/1 Phone # Phone # Square Footage Of Work: " 57/ 5.4 Type of Work: ddition ['Alteration ❑New ❑ Replr/Replye ❑ Demolition Describe Work: / r et / S ®' 7.1 - tt & 7 a/ 1 O 70 ® 747 eeri5A / 1 Submittal Fee $ (7O Permit Fee $ CCF $ - CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond$ Code Enforcement $ Structural Plan Review. $-S (D ..OD +5; eV I ****************************Fees****************************** Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) C Mortgage Lender's Address Pe. g®,r g3 a 0/ Cit RI AA ®ria State ,A c, State My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 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 constriction 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 n > ; approved and a reinspection fee will be charged. Signature or Agent Contractor The foregoing instrument was acknowled ed before me this k7 The foregoing instrument was acknowledged before me this 200 by day of , 20by who is personally known to me or who as produced FA }) L who is personally known to me or who has produced -D As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1. l�1/ �,... M " ! Ccraiinetlioa ©`tae ` F � n c Novi itlo a0). - , ■ My Commission Expires: *************************;******************** r********************************** ** **: * ** * * *** **: ** * * ** * * * ** * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***** k* *** > x z ****** ******* ** *** *** ** * * * * * * ** *>x>i<** * * * * * ** * Zip 407?3 - 60/6 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): `T(41 Oat pl eY Phone # 30c -- )s - O- - 7 ki7O Owner's Address CIO E- q0 Stfeek City (Yt tc vet% IWO teC State Ft Zip 31 3 Tenant/Lessee Name Phone # Owner's Name (Fee Simple Titleholder) Job Address (where the work is being done) 10 A l q8 51 City Miami Shores Village County Miami Da e Zip 3 3135 Is Building Historically Designated YES NO Contractor's Company Name eaua CeK 1 e'c, o Phone # 3 0 ! -^ q62.- - 4 7g - 2- 7 Contractor's Addi ss Lf O c j e (16 W e City / (Rail 1 State pi Zip 33150 Qualifier ea u Kee Ge t Architect/Engineer's Name (if applicable) if $ Value of Work For this Permit � e Type of Work: ❑Addition ❑Alteration Describe Work: ' 7 , ripa � no rnou- Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing : Ne tie t4CXOW Permit No. e tt - a53 Master Permit No. * * *it** * ** vita * * ** * * * * * ** * *F , * * * * * * * * *** * *s * ** * * *s *it * *it*** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ C Code Enforcement $ Structural Plan Review. $ J 5 y 7 /Z51 ed ECEOVIED JIJN 2 1 ry A re Footage Of Work: [r ❑ Demolition r eAmitik. &o 's Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature As identification and who did take an oath NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Print: Print Chc 10/14/03 txuaamaL Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t I day of . 20 by , day of by who is rsonall known to me or who has produced ° •r as � y P who is rsonal3y known �. �� - • , , a� �► _,: si�i i 1� 31984 d % Off oath. Ati3 Bondin Co. c. My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: )7*_ 7 4 6 /0 4- antd Plans Examiner Engineer Zoning eds&id — 2 K. /2evi ze; Roof not ready for final, remove all excess tile and broken pieces of tile from roof for final inspection. 11/14/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspectio Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. '' `1 ■ 4 until Inspection Date: 11/14/2006 Inspector: Grande, Claudio Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Tuesday, November 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 15 inspection Nu X ul bar" 2004-3 Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Page 1 of 2 Miami Shores Village BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) 00/4 Y Phone # (?�y) 6' 9 ao a,.S Owner's Address ?o /ye" 74' .r% City/ / X//4A 3 State P� Zip 33/7# Tenant/Lessee Name s Phone # Email /4irley/ 49 9ca 6.-& ° , Job Address (where the work is being done) Y #e 745" City Miami Shores Village County Miami -Dade Zip 37/7J) / / - 3 . , 06.0/3- O ' 9 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Ctjir/e- Contractor's Address City State Qualifier Name Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. goo Y ,91 Master Permit Ng. °,Z Y- 3 5 3 Phone # Flood Zone Zip Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: Cio//( o f no40- rR4C7' ®/ ' Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will 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 re- inspection fee will be charged. Owner or Age Contractor The for instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of / V O V , 206 gr , by 0 I '. / 1r' /l e , day of , 20 _, by who is personally known to me or who has produced f who is personally known to me or who has produced As identification and who did a an oa . as identification and who did take an oath. Sign. Print: My Commission S o y APPROVED BY Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Signature Sign: Print: My Commission Expires: Engineer Clerk checked a October 13, 2009 Geoffrey P. Darnley 90 NE 98 street Miami Shores, FL 33138 Alberto Blaya Qualifier A.B. Dependable Service 14048 SW 139 Court 14tiami, FL 33186 Re: Komi Shores Village Permit No. EL2004- 246/Master Permit BP2004 -355 For work to be completed at 90 NE 98 Street, Miami Shores, FL 33138 This shall serve as notification of your termination as electrical subcontractor for the above referenced job, due to not completing the work as contracted or in a timely manner, including not calling for a final inspection and closing of the above referenced permit Teri nivation shall in no way release you from responsibility or liability for work pelf j or not performed, in accordance with your contract and applicable law. ffrey P. Dorsey USPS -.Track & Confirm UNITED STATES MN POSTAL SERVICE® Track & Confirm Search Results Label/Receipt Number: 7009 1410 0000 6998 3603 Class: First -Class Mail Service(s): Certified Mali Status: Acceptance Your item was accepted at 9:58 AM on October 28, 2009 in MIAMI, FL 33153. Information, if available, is updated periodically throughout the day. Please check again later. Notification Options Track & Confirm Track & Confirm by email Get current event information or updates for your item sent to you or others by email. Gs> Enter Label/Receipt Number. Site Map Customer Service Forms Gov't Services Careers Privacy Policy Terms of Use Business Customer Gateway Copyright© 2009 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA U.S. Postal ServiceTM CERTIFIED MAIL. RECEIPT (Domestic Mail Only; Nolnsurance Coverage Provided) delivery information visit our website at www.usps.como Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $0.44 $2.80 $0.00 $0. $3.24 Postmark '- Here 1 0/23/2009 Z? 2' EX? g ..� --�. wPOeo /y0 Y s 1 6 1 / c?`• City, s4ate, z1P+4 - ....,._ - - - - -- �PS Form 3800, August 2006 See Reverse for Instructions Page 1 of 1 Home I Help 1 Sign In Track & Confirm FAQs I;Go > http:// trkcnfiml. smi. usps. com/ PTSlntemetWeb /InterLabellnquiry.do 11/5/2009 BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) Owner's Address City WM- Tenant/Lessee Name $ Value of Work For this Permit State Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N_,EinclAvennearceiini 'Shores, Florida 33138 'fir 1 95.2204 Fax: \(305) 756.8972 �,�, 2c f \ Permit Type (circle): Building Electrical Plumbing Master Permit No. g Phone # Zip ' 331 Phone # Permit No Mechanical . man-24-4(c , Roofing Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES ",�P�O Contractor's Company Name 4 -,o E fe ' C. 5(3/ t. Pone # - ( S, Contractor's °� Address L.r �E Q-O A- e.e`7. Lve City / ` ul((O /rv. /* State L Zip l J' Qualifier GC/ 1-5 Sc r'v L State Certificate or Registration No. C 6 d )r Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ['Addition < '. teration New ❑ Repair/Replace ❑ Demolition Describe Work: 13A PAT( 641.9 rks No/ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ !"" CCF $ CO /CC Notary $ ` Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged day of chc 05/13/03 Signature Owner or Agent The foregoing instrument was acknowledged before me this a The foregoing instrument was acknowledged before me this ,-Q[ day of APPLICATION APPROVED B ,201E,by who personally known to me or who has produced As identification and who did take an oath. NOTARY PUB IC: _ q Sign: DUI /I! Print: 11-6,* f qw, /ff TARY PUBLI qp NOTA" Icy 0MTX DA Sign: • BONED T HRU 07/0S/21-888-N006 1 Print: Contrac r 20 by who is personally known to rukor who has produced as identification and who did take an oath. My Commission Expires: 0-7(6)9/2)) d p My * Commission Ex . ires: e b 7 G Lt 0 ,6 * * * * * *....a� * * *�F * * * *�e�'C.. use *9e�Y9r*1�Y�1r�Y * ** * ** * * *** **** * ** ** *+r *� *** * *aYi :at 19H�. .• _' - ,,- ,.k * * * * *k* ** * ** * * * ** * * * * * ** COMMISSION # DD122 EXPIRES 07/0812606 BONDED THRU 1- 888- NOTARYI **# h******# ****** ** ************+ k+ N*****+k***4********* .._. ******************** ****** ***************** ******** f' 7 fiIie-- Plans Examiner Engineer Zoning Miami Shores Village Building Department -49 Change of Contractor Owner's Name (Fee Simple Titleholder)Ge &/'e/ �� r46 Phone # (7g) ice 7.rr� Owner's Address f:2 / ?X S77? T City / 4 bUI f 5 State Zip ?r j3 g Tenant/Lessee Name Phone # Job Address (of where the work is being done) 'O ,` TifE6T City 0/1"/M/ Legal Description Contractor's Company Name Contractor's Address k b City �G� a State \ Zip 1317 L Qualifier e4 r6wr �'1� -a.� Describe Work: 4.1k kvok County / / Dfd ,#e Zip 33/,re I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores har s from all legal involvement. Signature r� er or Agent The foregoing instrument was acknowledg this Phone #C ��) 6 ^ 7Sr0 Signature - toi. C-12/LML4i Contractor OZO LLORIN MISSION #00295498 IRES: MAR 01, 2008 The foregoing instrument was acknowledged before day of , 20 0 5, by day of (' , 200'1, by who is personally known to me or NOTARY P Sign: Print: My Commission Expires: Rev. 09/19/03) roduced_ ho did take an oath. who is personally known to me NOTARY P Sign: Print: My ' ommiss',•- expires: Permit No. (00 y r 3SS produced 'd take an oath. ****************************************************************************** * * * * * * * * * * * * * * * * * * * * * ** ** * *,* ** Printed: 8/17/2005 Applicant: GEOFFREY Owner: DORNEY JOB ADDRESS: 90 NE 98 Parcel # 1132060130890 Electrical Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2004 -246 DORNEY GEOFFREY ST Contractor METRO ELECTRIC SERVICE INC Contractor's Address: 15050 NE 20 AVE Local Phone: 305 -945 -1991 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: Description Amount FEE2004 -11322 Building Fee $227.50 FEE2004 - 11323 CCF $4.20 FEE2004 -11324 Training and Education Fee $1.40 FEE2004 -11325 Technology Fee $5.69 FEE2005 -11303 Scanning Fee $3.00 Total Fees: $241.79 Total Fees: $241.79 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/14/2006 Construction Value: $227.50 Work: ELECTRICAL FOR ADDITION MASTER PERMIT BP2004 -355 Signed: (INSPECTOR) Page 1 of 1 AUG 2 5 PAID ( ®4 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: Inspection Worksheet Miami Shores Village LT 10050 N.E. 2nd Avenue Miami Shores, FL i. � C9 td � K ; Phone: (305)795 -2204 Fax: (305)756 -8972 `. • Project: <NONE> Inspection Date: 06/22/2006 Inspector: Devaney, Michael Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL Contractor: METRO ELECTRIC SERVICE INC Building Department Comments Wednesday, June 21, 2006 Block: Lot: Permit Type: Imported Permit Inspection Type: Electrical Work Classification: Addition /Alteration 1 Phone Number (786)758 -7670 Parcel Number 1132060130890 Phone: 305 -945 -1991 Page 1 of 2 Passed Inspector Comments 3 -ern r ,z ' A IVeY .._.. / v® /�f '' / • Z-- Failed Correction Needed Re- Inspection Fee ($75) OA 2 No Additional Inspections can be scheduled re- inspection fee is paid . :l4 until Inspection Worksheet Miami Shores Village LT 10050 N.E. 2nd Avenue Miami Shores, FL i. � C9 td � K ; Phone: (305)795 -2204 Fax: (305)756 -8972 `. • Project: <NONE> Inspection Date: 06/22/2006 Inspector: Devaney, Michael Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL Contractor: METRO ELECTRIC SERVICE INC Building Department Comments Wednesday, June 21, 2006 Block: Lot: Permit Type: Imported Permit Inspection Type: Electrical Work Classification: Addition /Alteration 1 Phone Number (786)758 -7670 Parcel Number 1132060130890 Phone: 305 -945 -1991 Page 1 of 2 BUILDING PERMIT APPLIC FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79 04 Fax: (305) 756.8972 REC Owner's Name (Fee Simple Titleholder) 1)O bust{ Owner's Address 1 0 4)E . q S s / City M;4 M/ 5 - #ede5 State Zip 33/35 Permit N4 del Olt- 0 " t l Master Permit No. OP^ 2Ot /%36g Plumbing Mechanical Roofing Phone # 3o(- 7.113- 7670 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name i4.5. 1J, e...a. K a. 5E.2 d /C.F.- Phone # 3'er ' -770 7 Contractor's Address / go e/8 ,.Jr" . Lr/. /39 GT City / State F Zip 33/e6 /e6 Qualifier j4 G9 F Tb 0L-* #4. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: E Addition DAlteration ❑New ❑ Repair/Replace Demoliition � Describe Work: /(f 5Ti�2L ,QQ C.e�'7'.t1C.Lf . S £ �/ TY,'HF_..S' rA1. ' #'c. Pe..4NS. Submittal Fee $ Permit Fee $ 2 7 `1 %© CCF $ CO /CC Notary $ Training/Education Fee $ / . O Technology Fee $ 6 Scanning $ —� Radon $ ' Zoning Bond $ �® Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ . ,00 (Continued on opposite side) Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * * *F *** * * * * **** *,jai* *** * * * * * * * * * * ** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I, certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature APPLICATION APPROVED BY Clio 12/15/03 a � Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. as ide l s cation and did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: / 110 Print: Print: My Commission Expires: My Commission Eag� Gilberto Blaya o. Commission # (Certificate of Competency Holder) 's o;° Bonded Thra 24. o� At>amtic S Ca, IIIa State Certificate or Registration No. Certificate of Competency Contractor The foregoing instrument was acknowledged before me this day ofAsr6,#r /$ , 2009 , by who is persona v kncw to me or who has produced ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .7/ i �i a° Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /16/2004 Applicant: GEOFFREY Owner: JOB ADDRESS: 90 Parcel # 1132060130890 NE 98 Signed: (INSPECTOR) Electrical Permit Permit Number: EL2004 -246 DORNEY ST Contractor A B DEPENDABLE SERVICE INC Contractor's Address: 14048 SW 139 CT Local Phone: 305 - 254 - 7707 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: Description Amount FEE2004 -11322 Building Fee $227.50 FEE2004 -11323 CCF $4.20 FEE2004 -11324 Training and Education Fee $1.40 FEE2004 -11325 Technology Fee $5.69 Total Fees: $238.79 Total Fees: $238.79 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/16 /2005 Construction Value: $227.50 Work: ELECTRICAL FOR ADDITION 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 Buil!' ing Department Owner's Address Ya .41/6- 76 City /r74 . .St'' it.s> State Tenant/Lessee Name 4v4 Email Is Building Historically Designated YES NO Contractor's Company Name 006 Contractor's Address <® /t/e ? 7 City 46144/ 5 Stake PC-- Qualifier Name Contact Phone Submittal Fee $ Permit Fee $ Structural Review. $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (3Q5) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING (Fee Simple Titleholder) &edF X61- iiii/v6-0 ( P ) ,4T , f�c r Phone # Owner's Name Job Address (where the work is being done) 7‘ / ?( S City Miami Shores Village County Miami -Dade FOLIO / PARCEL # / / 3 -Z66 - - '' Ug70 Value of Work For this Permit $ Square / Type of Work: Addition ❑Alteration'. ['New Describe Work: C. /MA/GE Colt" Cr? 'j // C - 7? j/ ? E -mail Notary $ Training/Educaltion Fee $ Scanning $ Radon $ Double Fee $ DPBR $ Violation date: Zip Permit No. / 9 620o V ..J Master Permit No. 8P- goo y 363" 5T /If' /L1 Phone # Phone # Zip ? ?3 Zip 33jfe State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # inear Footage Of Work: ❑ Repair/Replace ❑ Demolition * * ** Fees* ******* * * * * * * * * * ** ** * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Technology Fee $ Bond $ * * "Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature /� , Contractor The foregoing ' trument was acknowledge before me this l The foregoing instrument was acknowledged before me this day of , 20 , by day of No , 20 d by COO? (Q J.(�1 Y1t9 109 who is personally lcnown to me or who has produced Fy, ,o1_, who is personally lcnown to me or who has produced Sign. Print: My Commission Expires: Owner or Agent (Revised 07 /10 /07)(Revised 06/10/2009) ation and who did take an oath. NOTARY PUBLI -�,ti ]= NOTARY PUBLIC: AloviiAA .0 as identification and who did take an oath. Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked October 13.2009 Albert Elbaz Qualifier Empire Plumbing Co. 1853 West Avenue Miami Beach, FL 33139 Geoffrey P. Dorney 90 NE 98 Street Miami Shores, FL 33138 Re: Miami Shores Village Permit No. PL2004- 239/Master Permit BP2004-355 For work to be completed at 90 NE 98 Stmt, Miami Shores, FL 33138 This shall serve as notification of your termination as plumbing subcontractor for the above refer job, due to not completing the work as contracted or in a timely manner, including not calling for a final inspection and closing of the above referenced permit. Termination shall in no way release you from responsibility or liability for work r not performed, in accordance with your contract and applicable law. y P. Domey USPS• -Track & Confirm UNITEDSTATES POSST,©L SERVICE® Site Maw Track & Confirm Search Results Label/Receipt Number: 70091410 0000 6998 3597 Class: First -Class Mall Service(s): Certifled Mali Status: Forward Explred Your item was retumed to the sender on November 2, 2009 because the forwarding order for this address is no longer valid. Detailed Results: • Forward Explred, November 02, 2009, 12:40 pm, MIAMI BEACH, FL • Notice Left, October 29, 2009, 3:52 pm, MIAMI BEACH, FL 33139 • Acceptance, October 28, 2009, 9:56 am, MIAMI, FL 33153 Notification Options Track $ Confirm by email Get current event information or updates for your item sent to you or others by email. i;, Go, j Customer Service Forms Govt Services Careers Privacy Policy Terms of Use Business Customer Gateway Copyright© 2009 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA 0 0 N Postage Certified Fee Retum Receipt Fee (Endorsement Requfred) Restdcted Delivery Fee (Endorsement Requlred) &Fees i Track & Confirm Enter Label/Receipt Number. 'U.S. Ppstal ServiceT °CE1TIFIED MAIL RECEIPT (Domestic ,Llaii Only; No insurance Coverage Provided For delivery information visit our website at'www.usps.comm $ , 10.44 12.80 10.00 10.00 13.24 0118 06 Track & Confirm i€ - Posstrna Total Postage PS Form 3800.`Auqust 2006 See Reverse 'lordnslructions r= m !e- F(— Home I Help 1 Sign In Go ? Page 1 of 1 FAQs http: / /trkcnfrml . smi. usps. com/ PTSIntemetWeb /InterLabelInquiry.do 11/5/2009 !Return to: I Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Bill To GEOFFREY AND ANGELA DORNEY 90 NE 98 ST MIAMI SHORES, FL 33138 -2335 Date Fee Name 11/10/2009 Change of Contractor Tuesday, November 10, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Invoice Number: imp -11 -09 -36384 Invoice Date: November 10, 2009 Permit Number: PL2004 -239 Bond Number: (Comments: Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type 11/10/2009 Credit Card Check Number Amount Paid $75.00 Change $0.00 Total Paid: $75.00 Total Due: $0.00 BUILDING PERMIT APPLICATION ii 7P FBC 2001 Permit Type (circle): Building Electric Owner's Name (Fee Simple Titleholder) Owner's Address tr City &II14A.re ,eg Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip "51 3 Is Building Historically Designated YES Contractor's Company Name Contractor's Address 66 0 // Cit Qualifier Type of Work: Describe Work: State State Certificate or Registration No. CPC. C 7_ 6 $ Z 9- $ Value of Work For this Permit Total Fee Now Due $ R. • • ition (Continued on opposite side) V o -- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , + Permit Noi 9 1 ... -- A .G 31 y� Master Permit No. ,$ P C State L/4 Structural Nan Review. $ Phone # Zip 3 t 3 Phone # ct o Zip Mechanical X 55 Roofmg one# 7 ®5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: * **** * * *** * * * * * * ** *** * *** *** F e es ** * * *, *,ra**,r*** * **** * * *** * * ** ** Submittal Fee $ Permit Fee $ /® CCF $ Repair/Replace ❑ Demolition CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip MortgageLLender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature NOTARY P Sign: Print: My Commisst . Ex es: chc 05/13/03 Signature Owner or Agent Contractor The foregoing instrument was acknowle r d before me this 6'9,r- • e foregoing instrument was acknow day of &I , 20 cir by - , day of 3.6 , 200 6, b who is personally known to or who has produce. who is personally known to - or who h -. produced take an oath. as iificatio d who did take an oath. NOTARY PUBLIC Sign: Print: My ' o GENEROZO LLORIN eivi COMMISSION #00295498 ' EXPIRES: MAR012008 Bonded through 1st State Insurance on Expires: this Aft/ * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * * * * * * * * * * * * * ** , %* ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED ., ithig ..e ‘ / .'-'--q----C:, Plans Examiner Engineer Zoning Miami Shores Village Building Department Owner's Name (Fee Simple Titleholder) Owner' Address c q6 Cit �,i �R� State Zip Tenant/Lessee Name Job Address (of where the work is being done) City County Zip -yy 3 8 Legal Description Contractor's Company Name mil 0 Phone # B) 29qs 7s'S‘O Contractor's Address 66® t ■JZ, L -( City ��.� State Zip 3, Qualifier C t tAt $g Describe Work: P I hereby certify that the work has been abandoned unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature NOTARY P Sign: Print: Owner or Agent this e fooing instrument was acknowledged before me this 5c I day of , 2by who is personally known to me or who has produced IC: My Commission Expires: Rev. 09/19/03) Change of Contractor Phone # ,--- As identification and who did take an oath. RQca e TZacld 4 of w Notary Public State of Florida Leslie Radd * * * *isaioa�t ll ii** Expires 0310412009 qv) .. a co Permit No. 'g 35S Phone # l 7& 299.7 S s O cnile and /or the contractor is unable or firlvsi 1,1, 2008 5gonded through 1st State Insurance The foregoing instrument was acknowledged before me day of ti , 20Dc, by who is personally known to me or w o asideni' 44. NOTARY PUBLIC: Sign: Print: My e an oath. c * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/17/2005 Applicant: GEOFFREY Owner: DORNEY JOB ADDRESS: 90 Parcel # 1132060130890 NE 98 Plumbing Permit Permit Number: PL2004 -239 DORNEY GEOFFREY ST Contractor ALADIN PLUMBING & CONSTRUCTION CO Contractor's Address: 660 NW 121 ST Local Phone: 786/234 - 0666 Permit Status: APPROVED Permit Expiration: 4/14/2006 Construction Value: $3,500.00 Work: PLUMBING FOR ADDITION - MASTER PERMIT BP2004 -355 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 7 LOT SIZE Fees: FEE2004 -11339 FEE2004 -11348 FEE2004 -11350 FEE2004 -11351 FEE2005 -11300 Description Building Fee CCF Technology Fee Training and Education Fee Building Fee Total Fees: Amount $225.00 $2.40 $5.63 $0.80 $180.00 $413.83 Total Fees: $413.83 Total Receipts: $233.83 Gfs AUG 2 5 2005 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: BUILDING PERMIT APPLICATION FBC 2001 Is Building Historically Designated YES NO $ Value of Work For this Pe Describe Work: (Continued on opposite side) Type of Work: 1%IAddition ❑Alteration l Cl V V I 1 1(19 Miami Shores Village Building Department 1o050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Mr • ball\e -`\ Phone # Owner's Address 90 O E 4 %{ 61 City 1 VY1 t 5 ) State T'O y- t Zip 1 3 8 Tenant/Lessee Name Phone # 3D5 – - 758 - 6s ?o Job Address (where the work is being done) l 0 ) E 9 8 5+ p City Miami Shores Village County Miami -Dade Zip S' /38 Contractor's Company Name E VIA Vi Y € P urtico rr Co • Phone # Contractor's Address 1 55 t ebb n l Cit 1 r `pc-6-V\ t State V ( &A C' Zip QualifierpA,A4. .E6c Architect/Engineer's Name (if applicable) Phone # 1 05 } ( * ** *F YI ** *Rear *ark********** 3 idles Submittal Fee l e S 5 O . O v Permit Fee $ , CCF $ ai Notary $ Training/Education Fee $ 0 1 Technology Fee $ 5 , Scanning $ i Radon $ Bond $ Code Enforcement Structural Plan Review. $ Total Fee Now Due $ 1 ‘63 0 Repair/Replace 0 Demolition 4 Permit No. 19/0q-0-- Master Permit No. B P z 00 (.( .*g3 5 3 0 - 5 — 6 " , 1 /3? Square Footage Of Work: Bonding Company's Name (ifapplicable) Bonding Company's Address City t,. ° State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abse such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Chc 10/14/03 The foregoing instrument was acknowledged before me this ' LQ day of u5+ 20 CY,by , e_A 4 �( Z 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: MY COMMI: 5!ONI EXP. FEB. 19,2006 ** * * **** * ** * ** *r *** *ir**** *dear** **** qtr* * ** * **** ****** ate********, a* ** *** ** ** ******* ** ** ** * * * *,r*** *+tee ** *qtr *** * *** * ** (Certificate of Competency Holder) State Certificate or Registration No. 6-Fa DZ , (Q Certificate of Competency No. ww+ wwwwwwwwwwwwwwwwwwwwwwwwwww*wwww 'www It APPLICATION APPROVED BY' - Plans Examiner Engineer Zoning 7 6/2 7 Passed / ctor Co ments , V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/22/2006 Inspector: Levrack, James Owner: DORNEY, GEOFFREY AND ANGELA Job Address: 90 98 Street NE Miami Shores Village, FL Project: <NONE> ... .. .......... Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALADIN PLUMBING & CONSTRUCTION CO Building Department Comments Wednesday, June 21, 2006 Block: JUN 2 7 ENT'D 122004 ; Permit Type: Imported Permit Inspection Type: Top Out Work Classification: Addition /Alteration Phone Number (786)758 -7670 Parcel Number 1132060130890 Lot: Phone: 786/234 -0666 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/16/2004 Applicant: GEOFFREY Owner: JOB ADDRESS: 90 Parcel # 1132060130890 NE 98 Contractor EMPIRE PLUMBING COMPANY Local Phone: Plumbing Permit Permit Number: PL2004 -239 DORNEY ST Contractor's Address: 1853 WEST AVE Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 Fees: FEE2004 -11339 FEE2004 -11348 FEE2004 -11350 FEE2004 -11351 Description Building Fee CCF Technology Fee Training and Education Fee Total Fees: Amount $225.00 $2.40 $5.63 $0.80 $233.83 Total Fees: $233.83 Total Receipts: $0.0Q Permit Status: APPROVED Permit Expiration: 2/14 /2005 Construction Value: $3,500.00 Work: PLUMBING FOR ADDITION Page 1 of 1 BLK 7 LOT SIZE J G` o4 2 g ist° 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: BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEEUVED } 2 5 /004 cr, ca mg go Permit No. U 103 Master Permit No. BP 2O2 Permit Type (circle): Building Electrical Plumbing Mechanical ,_% Roofing Owner's Name (Fee Sim le Titleholder) DOelkie--1 Owner's 'j Address ® / `" ' s Cit /4 /er / State - 7 4 2L Zip Tenant/Lessee Name Job Address (where the work is being done) 9 /N 5c Sr City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 0� et /U (� 5 Cit ' 1 / / State Qualifier Lae - : Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 00 Type of Work: dition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 4112, 44-- ez c . &ie &k / ��'`'✓ ® 2—� ex 3 Total Fee Now Due $ * * * * * * * * * * * * * * * * * * ** * * ** *F * * *, *** C ie* **** * ** _ v CCF $ I . CO /CC Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ...... -- Radon $ Zoning — Code Enforcement $ ✓ Structural Plan Review. $ (Continued on opposite side) tO 5 Phone # Phone # County Miami -Dade Zip 8 7hE a Phon# [ -7667 Zip 3 50`9' Square Footage Of Work: Bond $ —' Bonding Company's Name (if applicable) Bonding Company's Address City "F ' State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature The fore: �i ,- �ackn� e• b;'fore me this day of ; , Y �� , day of Lr , 20 €99 €99 by 4° 6r /`/ /��/ ' ) who is ers� � p � to � � e o d � = o has produced who is personally kno to me or who has produced As identifigti who did take an oath. . 6�16' ' ` ll 0Il D Y.ean oath �� i O�DItIli .NOTARY PUBLIC: NOTARY PUBLIC: 4.. ii : Expires: Dec 01 2007 S i g n : S i g n : . bonding Co, Ina Print: Print: � ,e My Commission Expires: ® r 2-Ce7 My Commission Expires: (Certificate of Competency Holder) / /�� j State Certificate or Registration No. 00 6/6 99 / Certificate of Competency No. Q (O / ' t t/2 /O'2 / APPLICATION APPROVED BY: Chc 12/15/03 ** * * * * * * * ** * * * * * * * * * * * * * * * * * * *** Contractor The foregoing instrument was acknowledged before me this e t/C C Plans Examiner Engineer Zoning t�. BUILDING Permit Not tp �� PERMIT APPLICATION Master Permit N./>/®2 Y- 3$3 FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) .69,4/v o" Phone # (9'SY) y�`- -o aoss Owner's Address ' /rt% l _S er City //4i .�t/}®A e Tenant/Lessee Name Email do r,Te Job Address (where the work is being done) C? dile 77 5i City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name OA//f 1 E4 ) Contractor's Address City Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: C e =E OP c * * * * * * * * * * * * * * * * * * * * *** * *** ** * * * * * * * ** Fees * * * * ** ** * * * * * * * * ** ** ** * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 re— State i4 G — 0/3 7c9 NO E -mail Zip Phone # Phone # Zip Phone # CCF $ Total Fee Now Due $ Zip .q2/3g' Flood Zone COICC $ Technology Fee $ Bond $ See Reverse side -+ Signature t� 'L Owner or Agent NOTARY PUBLIC: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMIVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature // ,,, Contractor The foregoing instrument was acknowledged before me this 69 The foregoing instrument was acknowledged before me this day of UOV , 20 0° 1, by 0 On .19c(f , , day of , 20 _, by who is personally known to me or who has produced ' N who is personally known to me or who has produced ification and who did take an oath. as identification and who did take an oath. Si Sign: Print: ..0.O . .� G �'Q Print: My Commission Expires: � 1 9 k My Commission Expires: cal APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) ,USPS'- Track & Confirm • UNITED STATES Call POSTAL SERVIICE¢ Site Map Track & Confirm Search Results Label /Receipt Number: 7009 1410 0000 6998 3610 Class: First -Class Mall Service(s): Certified Mail ° Status: Delivered Track & Conflrm Track & Conflrm Enter Label/Recelpt Number. Home I Help 1 Sign In Your item was delivered at 11:41 AM on October 29, 2009 in HIALEAH, FL 33014. Detailed Results: • Delivered, October 29, 2009, 11:41 am, HIALEAH, FL 33014 • Arrival at Unit, October 29, 2009, 7:51 am, HIALEAH, FL 33014 • Acceptance, October 28, 2009, 9:57 am, MIAMI, FL 33153 Notification Options Track & Conflrm by email Get current event information or updates for your item sent to you or others by email Go a Customer Service Forms Gov't Services Careers Privacy Policy Terms of Use Business Customer Gateway Copyright© 2009 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA U.S Postal Service,. CERTIFIED MAIL,. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.com© Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $11.44 82.80 80. 1. I 80.00 83.24 06 Postmark Here 10/28/2009 , setT0 644 t sett w: _ �i OG Sbeet Apt A7o.;T �' / /�, or PO Box No. /6 3� c / �7 rJ f - . CIfy, State, hp+4 t 330/ PS Form 3800. AuguSt.2006 See Reverse for Instructions Page 1 of 1 FAQs http: / /trkcnfr<inl.smi. usps. coml PTSlnternetWeb /InterLabellnquiuy.do 11/5/2009 October 13, 2009 Belgrabe Plasencia Qualifier Around the Clock 16361 NW 57 Avenue Miami, FL 33014 Geoffrey P. Dorney 90 NE 98 Street Mani Shores, FL 33138 Re: Miami Shores Village Permit No. MC2004- 163/Master Permit BP2004-355 For work to be completed at 90 NE 98 Street, Miami Shores, FL 33138 This shall serve as notification of your termination as mechanical subcontractor for the above referenced job, due to not completing the work as contracted or in a timely manner, including not calling for a final inspection and closing of the above referenced shall in no way release you from responsibility or liability for work not performed, in accordance with your contract and applicable law. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/16/2004 Applicant: Owner: JOB ADDRESS: 90 Contractor AROUND THE CLOCK Local Phone: 305 - 556 -7667 Parcel # 1132060130890 NE 98 ST Contractor's Address: 16361 NW 57 AVE. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 Fees: FEE2004 -11330 FEE2004 -11331 FEE2004 -11332 FEE2004 -11333 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $225.00 $1.80 $0.60 $5.63 $233.03 Total Fees: $233.03 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/21 /2005 Construction Value: $2,200.00 Work: NEW DUCT WORK AND RELOCATING EXISTING UNITS Signed: (INSPECTOR) Mechanical Permit Permit Number: MC2004 -163 00, Page 1 of 1 BLK 7 LOT SIZE 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: dr— Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: (305) 795.2204Fax4i05 _756.8972 BUILDING � P rmit No. Pi -'/& . PERMIT APPLICATION 4 s ljerinit lvo. e k 2001 Permit Type (circle): Building Electrical Plumbing ► _t" , Roofing Owner's Name (Fee Simple Titleholder) i ; n S e y Phone # er l qat - j 5 o Owner's Address 9 Q q 8 ,ek„ City State Tenant /Lessee Name Job Address (where the work is being done City Miami Shores Is Building .historically Designate Architect/Engineer's Name (if applicable) 5 Value of Work For this Perrnit Type of Work: W. ition Describe Work: '.total Fee Now Due $ (Continued on opposite side) 1 A.11.1.44L111—.11..1 T ' 11 V 1 V L) ♦ 1111ett `J Zip 331 ' Phone # Con tractor's Company Name liOtieN 8 /..,. 1 (i, (I /� Phone # .8 6) l sq , 7s 3 l) Contractor's Address 1 �� 2 . 67 ,�-. 1 Cily 65"-. f State t ei Zip 1 I a% r Qualifier ('ll.) 0, State Certificate or Registration No. ( 7 , 1 i - ( 71 I Certificate of Competency No. Phone # Square Footage Of Work: ew , [11 Repair/Replace ❑ Demolition * * * * * **** ** * * **** * * **** * * *** Fees ** **** * * ** * **** * * * * ** ** * * ****i Submittal Fee $ Permit Fee $ ( �+ ' c�,p -0 CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 'IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 2r( , 20 erc by who is personally known to me or who 1 lam. L. As ident NOTARY PUBLIC Sign: Print: My C produced tion and ZO LLORIN EXPIRES: MAR 01, 2008 rilVr <,1 ,/ ��i h If •I M: E es: * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Ovo • • OMMISSION #DD 95498 ** EROZO LLORIN Bonded through 1st State Insurance did take an oath. ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Con The foregoing instrument was acknowledged before me th' day of 1 , 200 C, by who is personally known to me or who produced as identific . and who di NOTARY PUBLIC: Sign: Print: 11` L' e an oath. ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** *: * *• *. * * ** - * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department A 4 Owner's Name (Fee Simple Title older) Owner's Address Ck® £.. q City O ∎. atm) State Tenant/Lessee Name Job Address (of where the work is being done) . %0504-ft— at. iv``. City County Zip Legal Description Contractor's Company Name \Q�'� n r�� (t. A !c_ Phone # (7/1 Z'\ - 7� ' o Contractor's Address k V �J L {v (i 67 t% 0 4- ( ' 2_ City , � State ) Zip 3 3a 1 S Qualifier c y--€1=rea. Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature a ectz07., The foregoin instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Meki , 2E5 by An Q (1-le day of CC\Ckk , 2041( by who is personally known to me or who has produced who is personally known to me or t __., ) _ as iden NOTARY P Sign: Print: My Commission Exp rs 1 * * * * * * * * * * * * * * * ** Rev. 09/19/03) Owner or Agent Notary Public State of Fonda Leslie Racld if My Commission DD388938 Change of Contractor Permit No. V r As identification and who did take an oath. duvet Phone # (eig) XoPi Zip Phone # LORIN >ri , #DD295498 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/17/2005 Applicant: Owner: DORNEY JOB ADDRESS: 90 NE 98 Mechanical Permit Permit Number: MC2004 -163 GEOFFREY ST Contractor FLORIDA BREEZE A/C & REFRIG.INC. Contractor's Address: 18520 NW 67 AVE #152 Local Phone: 305 - 233 -2994 Parcel # 1132060130890 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 Fees: FEE2004 -11330 FEE2004 -11331 FEE2004 -11332 FEE2004 -11333 FEE2005 -11302 Description Building Fee CCF Training and Education Fee Technology Fee Building Fee Total Fees: Amount $225.00 $1.80 $0.60 $5.63 $122.50 $355.53 Total Fees: $355.53 Total Receipts: $233.03 Permit Status: APPROVED Permit Expiration: 4/14/2006 Construction Value: $2,200.00 Work: NEW DUCT WORK AND RELOCATING EXISTING UNITS Page 1 of 1 BLK 7 LOT SIZE AUG 2 5 2005 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: