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RC-11-377
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164515 Permit Number: RC -3 -11 -377 Scheduled Inspection Date: September 19, 2011 Inspector: Bruhn, Norman Owner: WOOLIN, RACHEL Job Address: 489 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060140640 Building Department Comments PORCH ENCLOSURE AND WINDOWS AND DOORS REPLACEMENT Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 156730. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 16, 2011 For Inspections please call: (305)762 -4949 Page 46 of 48 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 � Permit No. T '� ���(^"� J I Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROO ING Q "� _ OWNER: Name (Fee Simple Titleholder): fit le A 8 11 L. Phone #: 7 8 `V ° ? `: e VICb Ad ess: J v.0 City: State: / �■ Zip: '3:/. 38 Tenant/Lessee Name: Phone#: Email: SEP i 4 2011 JOB ADDRESS: City: Folio/Parcel #: f\k, 954 Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: City: Qualifier Name: NO Flood Zone: (i1Ol&ry'_ Phone #: State: Zip: Phone #: State Certification or Registration #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: Certificate of Competency #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAdditi Description of Work: UNew ORep.'/ •eplape ) +a+x* * �xx�.ux� �x�x.x �x �x �x�x �u* Fees�a* �a�x�x**** �u�xu�*+ x�x**** �x* �x�x+ x *�x�x�x****�x+x�x�x *�x�x�x**** Submittal Permit Fee $ CCF $ CO /CC $ Scanning Feel Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w 'eh occurs seven (7) days after the building permit is issued. lit the absence of such posted notice, the inspection will Iro e a • . roved I a reinspection fee will be charged. Signature The fo day of Owner or Agent instrument was a kedged efor e ,20 Il by IJ (AC wo Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is pers s nally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath.,,>, as identification and who did take an oath. eY c NOTAJX PUBLIC: �o�Cti �1 NOTARY PUBLIC: Sign: ■�! �'a' 4�c Sign: Print: 1 �a ,$�rp "° Print: My Commission Expires: a%r : '1° My Commission Expires: FOCI ********************************/**** k**************************************** ** ***************** * *********** APPROVED BY 7 `% Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 sEP 1 4 201' 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 www.buildingcodeonline.com 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 "Premium Atlantic" Vinyl Outswing French Doors -LMI APPROVAL DOCUMENT: Drawing No. JELD0028, titled "Premium Atlantic Vinyl Entry Outswing Doors sheets 1 thr gh 7 of 7, prepared by PTC, LLC, dated 06- 21 -06and last revised on 09/28/07, signed and sealed by Marlon .�' �• bearing the Miami -Dade County Product Control approval stamp with the Notice of Accep Tan oval date by the Miami -Dade County Product Control Division. MIS LAB follow NG: Large and Small Missile Impact Resistant a permanent label with the manufacturer's name or logo, city, state and de County Product Control Approved ", unless otherwise noted herein. considered after a renewal application has been filed and there has been no de negatively affecting the performance of this product. OA will occur after the expiration date or if there has been a revision or change in the anufacture of the product or process. Misuse of this NOA as an endorsement of any RENE change TERM materials, product, for slt es, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06-0710.16 Expiration Date: November 01, 2012 Approval Date: November 01, 2007 Page 1 Jeld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. JELD0028, titled "Premium Atlantic Vinyl Entry Outswing Doors ", sheets 1 through 7 of 7, prepared by PTC, LLC, dated 06- 21 -06and last revised on 09/28/07, signed and sealed by Marlon S. Hampton, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of Outswing vinyl French door, prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL- 210 - 3217 -1 dated 03/08/06 and NCTL - 210 - 3217 -1 dated 03/12/07, both signed and sealed by Gerad J. Ferrara, P.E. C. CALCULATIONS 1. Anchor verification Calculations, prepared by PTC, LLC, dated 8/17/07 and last revised on 10- 09 -07, signed and sealed by Marlon S. Hampton, P.E. 2. Glazing Complies with ASTM E- 1300 -02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours for their "Sentry Glas Plus ", expiring on 12/11/08. 2. Notice of Acceptance No. 06- 1220.01 issued to Spectus System -A Mikron Company for their "White Rigid PVC ", expiring on 12/26/2011. F. STATEMENTS 1. Statement letter of conformance and "no financial interest ", dated 09/28/07, signed by Marlon S. Hampton, P. E. 2. Laboratory compliance statement, part of above referenced test report. G. OTHER 1. None E -1 1 Co LG.c t .. (LA totJA haq I. Chanda, P.E. Product Control Examiner NOA No 06- 0710.16 Expiration Date: November 01, 2012 Approval Date: November 01, 2007 MAX. UNIT WIDTH 36 1/4" • MAX. PANEL WIDTH 34" — DLO WIDTH 24 1/4" 00 wv N UNIT PANEL HEIGHT HEIGHT DLO 95 1/2" S3" HEIGHT 83 1/4" x HOPPE MULTI -POINT LOCK SET 0 e GENERAL NOTES. 3100 SERIES OUTSWING SINGLE ENTRY DOOR EXTERIOR ELEVATION 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE AND ITS 2005, 2006. AND 2007 SUPPLEMENTS, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ADEQUACY OF THE EXISTING STRUCTURAL. CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS AM REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. DOOR FRAME AND PANEL MATERIAL PVC. 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 7. DESIGNATION "X" STANDS FOR THE FOLLOWING: X - OPERABLE PANEL 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCTS SHOWN HEREIN. WIND LOAD DURATION Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. "---]:7=========== UNIT PANEL - HEIGHT HEIGHT 95 /2" g " —MAX. UNIT WIDTH 71 1/2" MAX. PANEL MAX. PANEL WIDTH 34" TYP ASTRAGAL) 0010S 35" (WITH A DLO WIDTH 24 1/4 --- (TYP.) �vv DO HEIGHT 83 1/4" DESIGN PRESSURE RATING (PSF) IMPACT RATING WATER INFILLTRATION REQUIRED WATER INFILLTRATION NOT REQUIRED LARGE MISSLE IMPACT ±50.0 t50.0 HOPPE 4>v MULTI -POINT LOCK SET 3400 SERIES OUTSWING FRENCH DOOR EXTERIOR ELEVATION TABLE OF CONTENTS 1 ELEVATIONS & GENERAL NOTES 2 ANCHOR LAYOUTS AND NOTES 3 VERTCIAL CROSS SECTIONS 4 VERTICAL & HORIZONTAL CROSS SECTIONS AT STRIKE PLATES 5 HORIZONTAL CROSS SECTIONS 6 HORIZ. CROSS SECTIONS, B.O.M. & GLAZING DETAIL 7 DOOR COMPONENTS 1 Appmeed as complying wim the l Gate lava Mo.7 NOM ylialbg Miami Dads Product Control ` 0 a1NNW PER YLW -a0E LEI= ON 00/04/07 0/207 ce 0 OWE= PER 104e -010E MAIER ON 04/10/07 4/14/x7 4a MORES PER 84041 -044E 384104 ON 01/04/07 A CRONES PER YaY -oWE LETTER ON 40/00/04 REVISION 12/00/04 /PN WILE BY Marlon S. Hampton P.E. No. 55863 000/ PTC, LLC 1535 Cogswell Street, suite C25 Rockledge. Merida 32955 F5PE cmtmeuer et Mewlmeo Na 28938 JELD —WEN, INC. 355 CENTER CT., VENICE, FL 34285 m1. PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS ELEVATIONS & GENERAL NOTES PRkPaMD xn PLC to Pharr 321.000.1744 For 321.020.17O0 DRL ~ ° 06/21/06 JELD0028 1 OF 7 6" MAX. TO EDGE OF HINGE TYP. TOP & BOTTOM 36.25° 6" MAX. HEAD & SILL (1YP.) 6" MAX. TOP /BOTTOM r CORNER TYP. 16.7" MAX. O.C. (TYP.) 2 PLCS. i HINGE 1 26.66" O.C. (TYP.) -- 3° TYP. 4.5" 1YP. 9" P. 3.5" 1 8.82" 6" 4.75" 95.5° T. STRIKE 31.56" 95.5" i HINGE 26.66" O.C. (TYP.) 2.84" (1•) t / [o® 1 SHOOT BOLT STRIKE PLATE (SINGLE DOOR) TOP AND BOTTOM (TYP.) INSTALLATION NOTES: X CONFIGURATION — LEFT OR RIGHT EXTERIOR ELEVATION 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE ER. 4. FOR INSTALLATION INTO WOOD FRAMING. USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2 INCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE /MASONRY, OR DIRECTLY INTO CONCRETE /MASONRY, USE 1/4 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 INCH MINIMUM EMBEDMENT. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0.50. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). -- 2.75" -- 3.25 "H SHOOT BOLT STRIKE PLATE (DOUBLE 000R) TOP AND BOTTOM (TYP.) SPECIFIC NOTES: FOR SINGLE DOOR INSTALL THREE (3) LOCK JAMB ® INSTALLATION ANCHORS THROUGH FASTENER LOCATIONS ON STRIKE PLATE (ITEM# 26). INSTALL TWO (2) HINGE INSTALLATION ANCHORS I THROUGH OUTERMOST FASTENER LOCATIONS ON HINGE SET (ITEMS# 11 & 23), INTO THE JAMB. LOCATE CENTERLINE OF HINGE WITHIN TOLERANCE OF ®1/2" INCH OF GIVEN DIMENSION. FOR DOUBLE DOOR INSTALL TWO (2) INSTALLATION ® ANCHORS THROUGH ITEM# 25, THE SHOOTBOLT STRIKE PLATE ON BOTH THE HEAD AND SILL FOR SINGLE DOOR INSTALL ONE (1) ® INSTALLATION ANCHOR THROUGH ITEM# 27, THE SHOOTBOLT STRIKE PLATE ON BOTH THE HEAD AND SILL. 4.5" TYP. XX CONFIGURATION EXTERIOR ELEVATION 9" TYP. 2.84" ( '•) Approved as comptyielesSI.1`tce ploridu Dad 8 l.7,o Oate Z °� NOW— Miami Dade product Control LIANstek Marlon S. Hampton P.E. No. 55863 maws Pat 1005-5505 =ER ON Wain 5/•3/07 re e �NVENS PER 1012-0105 MEN a 04/l0=7 5/14/07 se R owe= PEN 15415 -402 met ON 01/02/o7 .111 S7H Wins PER t5N5-0:OE IEtm ON 56/0/0E5 REVISION 15/05/09, GATE NYi BY 1535 Cogswell StrLLC eet, suits C25 Rockledge. Florida 32955 PBPE non of Awronca100 tb. 25935 JELD -WEN, INC. 355 CENTER CT., VENICE, FL 34285 TOLE: PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS ANCHOR LAYOUTS AND NOTES PREPARED Ws rim.. t9q ut Photo 621550.1789 Pox 651.®5.1790 aNw DRL N.T.S. NE5 D 06/21/06 owe. JJELD0026 SHEEN 2 OF 7 EXTERIOR FINISH BY OTHERS CAULK BETWEEN WOOD BUCK & CONCRETE BY OTHERS CAULK BETWEEN FIN & WOOD BUCK BY OTHERS 2 1/2" MIN. EDGE DIST. (TYP.) 1/4" ITW TAPCON PERIMETER CAULK BY OTHERS EXTERIOR CONCRETE OR MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT _i 1/4" MAX. J SHIM SPACE EXTERIOR FINISH 1X WOOD BY OTHERS BUCK BY OTHERS (SEE NOTE 3, SHT.1) SHIM AS REQED. (SEE NOTES, SHEET 2) INTERIOR MAX. UNIT GLAZING HEIGHT DETAIL 95 1/2" SEE SHEET 5 MAX. PANEL HEIGHT 93" SECTION B CONCRETE BY OTHERS PERIMETER CAULK BY OTHERS CAULK BETWEEN SILL & CONCRETE BY OTHERS Q d • 2 1/2" MIN. [.._ EDGE DIST. 1/4" ITW TAPCON SECTION A 1 1/4" MIN. EMBEDMENT i 3/4" MIN. EDGE DIST. #10 WOOD SCREW 2X WOOD FRAMING BY OTHERS (SEE NOTE 2, SHT. 1) CAULK BETWEEN FIN & WOOD BUCK BY OTHERS MAX. UNIT HEIGHT 95 1/2" PERIMETER CAULK BY OTHERS EXTERIOR SECTION C 1 1/2" MIN. EMBEDMENT 1 1 1/4" MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES, SHEET 2) INTERIOR Approved a emptying with the SUM* BddfagCode Date De[Lo.,op -1�, 7.01 L NOAS Miami 1101& P,"daa C.nhv 0100/® PER IN -ui2E LETTER ON Oe /019/57 o/m /or CB c MEW RR MIN H= LaAR ON 0P/10/07 e6AM17 as CRAMS PER Eo1m -OPRE Met aE 01/01/07 4/2/07 .Ou S1 0101087 PER YAIO -0016 LQfRi 1 01/25/011 REVISION 12/05/05 NEN DATE BY Marlon S. Hampton P.E. No. 55863 11104A Igo' 1535 Cogswell 'Street mole C25 Roeldedge, Sothic 32955 POPE Certificate of Authodavrtion NO. 289]9 JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400 OUTSWING DOORS VERTICAL CROSS SECTIONS MEMO 8 Pte. Photo $1.90.1718 Pmt 321.90.179 DRL N.T.S. D 06/21/06 MO. Mt JJELD0028 SNEER 3 0F 7 2 1/2" MIN. EDGE DIST. b u 1/4" ITW TAPCON 1 1/4" MIN. EMBEDMENT EXTERIOR INTERIOR SECTION K NOTE: SEE SECTION B ON SHEET 3 FOR DETAILS NOT SHOWN. EXTERIOR 3/4" MIN. EDGE DIST. 10 WOOD SCREW EXTERIOR lid -I' _ INTERIOR SECTION I, NOTE: SEE SECTION C ON SHEET 3 FOR DETAILS NOT SHOWN. -T 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DIST. SECTION J NOTE: SEE SECTION A ON SHEET 3 FOR DETAILS NOT SHOWN. 1/4" ITW TAPCON 1 1/2" MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT INTERIOR EXTERIOR SECTION M NOTE: SEE SECTION G ON SHEET 6 FOR DETAILS NOT SHOWN. 1 1/4" MIN. EMBEDMENT 4 2 1/2" MIN. EDGE DIST. (TYP.) NOTE: SEE SECTION H ON SHEET 6 FOR DETAILS NOT SHOWN. #10 WOOD SCREW 3 4 MIN. EDGE DIST. _ pale *Hi 16 Miami wade Prod o WAN= PER nvn -{Moe =ER ON 09%01/a7 a/98/07 a sw REVISION Oh7E Bf Marion S. Hampton P.E. No. 55863 01a44/1 61/2.e/ FTC, uc 1535 C.OgseeS Street Rockledge, Flo side 5 PIPE CaAffiaete 0 Autlwrt[otlm NO. 25935 JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 tun PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS VERTICAL & HORIZONTAL CROSS SECTIONS AT STRIKE PLATES ROSPA= Mt ORM DAM DRL 06/21/06 Ar-'11w N.T.S. JELD0028 PIG LLe R azt m. ammo Fax P Oh 0 4 OF 7 1X WOOD BUCK BY OTHERS (SEE NOTE 3, SHT 1) 1 1/4" MIN. EMBEDMENT CONCRETE OR MASONRY BY OTHERS 1/4" ITW TAPCON 2 1/2" MIN. EDGE DIST. (TYP) CAULK BETWEEN WOOD BUCK &' CONCRETE BY OTHERS• 1/4" MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES, SHEET 2) MAX. UNIT WIDTH 71 1/2" 1/4" MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES, SHEET 2) 1 1/2" MIN. EMBEDMENT 2X WOOD FRAMING BY OTHERS (SEE NOTE 2, SHT.1) INTERIOR #10 WOOD SCREW CAULK BETWEEN FIN & WOOD EXTERIOR PERIMETE BUCK BY FINISH BY CAULK OTHERS OTHERS BY OTHERS ACTIVE PANEL ,EXTERIOR INACTIVE PANEL SECTION D SECTION F SECTION E PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 3/4" MIN. EDGE DIST. CAULK BETWEEN FIN & WOOD BUCK BY OTHERS Approved as ®mptyWR 1*Na the flak BAM st Cede } MOAN 04 /n." Natal Rode Product Cow 0 wpm PF7t Law -5NE LLEER aft was/a e/2e/m oa c OIYI S PER M- EPAE =ER ON 04/10/07 NIMe7 m a m DAWNED PER IW0 -ONE MEN ON m/00/07 ova JNI WNNEFe PEN IOAY -tote LER R ON OE/75N1 19/1141/06 SRI REVISION DATE BY Marlon S. Hampton P.E. No. 55863 $411 1535 Cowan Stmt. mate C25 Roc4ed4e, Florida 32955 FOPE Certificate of NOW :am NO. 25039 JELD -WEN, INC. 355 CENTER CT., VENICE, FL 34285 TOLE PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS HORIZONTAL CROSS SECTIONS PREMED LL7t aMW'� MC. MO Rom 321.010.1700 Fax J21A=17E8 omt DRL SCAB N.T.S. RBA D awE: 06/21/06 ONO. NO: JELO0026 5 OF 7 1/4° MAX. SHIM SPACE SHIM AS REQ'D. (SEE NOTES, S EET 2) 1 1/2" MIN. EMBEDMENT * LABEL MUST BE IDENTIFIED WITH AAMA PVC EXTRUSION, EXTRUDER CODE & MDCA 2X WOOD FRAMING BY OTHERS (SEE NOTE 2, SHT.1) #10 WOOD SCREW PERIMETER CAULK BY OTHERS 4 MIN. _ELVETDIST. CAULK BETWEEN FIN & WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SECTION G 1X WOOD BUCK BY OTHERS ( NOTE OTE 3, SHEET 1 ) 1 /4" MAX. SHIM SPACE SHIM AS REQ'D. —. 1 1/4" MIN. EMBEDMENT (SEE NOTES, SHEET 2) CONCRETE OR MASONRY BY OTHERS BILL OF MATERIAL NO. PART NO. DESCRIPTION MATERIAL SUPPUER 1 7415 FRAME WHITE RIGID PVC* SPECTUS SYS. 2 7316 PANEL WHITE RIGID PVC* (MIKRON CO.) 3 7415.1.2 EXTERIOR THRESHOLD FRAME AL 6063 —T5 INDALEX 4 7415.1.4 INTERIOR THRESHOLD FRAME AL 6063 —T5 INDALEX 7415.1.1 FRAME REINFORCEMENT AL 6063-15 INDALEX 8 7316.1 PANEL REINFORCEMENT AL 6083 -75 7 8177 GLAZING BEAD WHITE RIGID PVC* (MIKRON 00.) INDALEX SPE TDS SYS. 6 6152 SETTING BLOCK PLASTIC INDALEX 9 HOPPE MULTI —POINT LOCK SET HOPPE 10 1" OA INSULATED LAMINATED GLASS (SEE DETAIL THIS SHEET) GLASS CARDINAL 11 8762443 ADJUSTABLE SECURITY GUIDE HINGE STEEL HOPPE 12 12001 0.650' HIGH WEATHERSEAL (QDS -650) VINYL AMESBURY 13 D995 SILICONE GLAZING SILICONE DOW 14 8034 ASTRAGAL WHITE RIGID PVC* SPECTUS SYS. (MIKRON CO.) 15 8034.1.1 ASTRAGAL REINFORCEMENT AL 6063 —T5 W ALE< 16 17 PURCHASE PURCHASE LOAD BEARING SHIMS (NOT SUPPUED BY MANUFACTURER) CONSTRUCTED OF HIGH DENSITY PLASTIC OR BET1ER #10 WOOD SCREW INSTALLATION ANCHOR (MIN. Fyb = 80 KSI) STEEL 18 PURCHASE 19 1/4" TAPCON INSTAUATION ANCHOR #8 X 2" FLATHEAD SCREW STEEL STEEL 20 #10 X 3/4" FLAT HEAD SCREW (ITEM USED BUT NOT SHOWN) 21 #8 x 1" FLAT HEAD SCREW (4 EA. HINGE) STEEL STEEL 22 #8 X 1" WASHER HEAD SCREW STEEL 23 8762431 ADJUSTABLE SET HINGE STEEL HOPPE 24 25 26 27 02404 8752743 8784127 8784047 CHANNEL STIFFENER (FULL LENGTH) SHOOTBOLT STRIKE PLATE (DOUBLE DOOR) LATCH AND DEADBOLT STRIKE PLATE SHOOTBOLT STRIKE PLATE (SINGLE DOOR) 1/4" ITW TAPCON —�T 2 1/2" MIN. EDGE DIST. ) PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS LK BETWEEN WOOD CAULK BETWEEN BUCK & CONCRETE By FIN & WOOD OTHERS BUCK BY OTHERS SECTION H EXIMR O • �v p GLAZING DETAIL } MAX. 5/8" GLASS BITE 0 8 CRAMS P00 xwu -aoe LOUR NI 09/00/07 Weans PER gut -one iemx 061 0/t0/07 MAIM PER W-09 04 =ER 011 09/00/07 * OI** s PER wv0- 4100 DM= a/ ce/9!/00 S1M co ea .m STEEL STEEL STEEL STEEL HOMESHIELD HOPPE HOPPE HOPPE 1" O.A. INSULATED GLASS CONSISTING OF: 3/16" TEMPERED EXTERIOR GLASS; 0.473" AIR SPACE WITH CARDINAL SPACER; 1/8" ANNEALED, 0.090" SENTRYGLAS PLUS BY DUPONT, 1/8" ANNEALED INTERIOR GLASS (LAMINATED BY CARDINAL) Aovre oa>mcompyingwNhtit* F� a IZoa6— NOAM .-LL- Mieed nmde P � Control �By xaq Marion S. Hampton P.E. No. 55863 "Uf, 2 PTC. LLC 1535 Cogewei9 Street, suite C25 Rockledge, Flortda 32855 FIVE Corncobs of Paborimtl0n I0. 25933 JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS HORIZ. CROSS SECTIONS, B.O.M. & GLAZING DETAIL 7415 PVC FRAME TYP. WALL THICKNESS 0.080° 5.643" 1.715° 2.840° 7316 PVC PANEL TYP. WALL THICKNESS 0.080" 4.875" 4.250" 1.781" 7415.1.2 EXTERIOR THRESHOLD ALUMINUM FRAME TYP. WALL THICKNESS 0.080" 3.461" ---I Frj. 0.970" 4 7415.1.4 I TERIOR THRESHOLD ALUMINUM FRAME TYP. WALL THICKNESS 0.070" -- 2.527" --� 7415.1.1 °FRAME ALUMINUM REINFORCEMENT TYP. WALL THICKNESS 0.080° r2.347" ifri - " 0.687" 7316.1 O 6 PANEL ALUMINUM REINFORCEMENT TYP. WALL THICKNESS 0.080" � n 0 1.561" l__,- -» I-- 3.570° --I 8034 PVC ASTRAGAL TYP. WALL THICKNESS 0.080" 2.188" T 0.970" 3.031° 8034.1.1 ASTRAGAL ALUMINUM REINFORCEMENT TYP. WALL THICKNESS 0.080" 0.780" --I 1.541" I-- 8752743 SHOOTBOLT STRIKE PLATE (DOUBLE DOOR) TYP. WALL THICKNESS 0.080" 3.25" 1.42" 02404 24 "J" STEEL CHANNEL STIFFENER TYP. WALL THICKNESS 0.050" 0.600" N 0° 7-� 1 0.710" 8784127 STEEL LATCH AND DEADBOLT STRIKE PLATE TYP. WALL THICKNESS 0.10" �-- 8.82 " ---I todoc ,oj 1.30" • 8762443/8762431 STEEL ADJUSTABLE SECURITY GUIDE HINGE /ADJUSTABLE SET HINGE 0.59" ��- 1.99" --I --I- - I-- 1.99" T -� 3.82" .84" 4" 0 8784047 27 SHOOTBOLT STRIKE PLATE (SINGLE DOOR) TYP. WALL THICKNESS 0.030" 1.34" --I I--- 0.75" ACTIVE TOP EXTENSION 8778611 DOOR GEAR 1" DEADBOLT ACTIVE MIDDLE EXTENSION r7�8 ie i'-ctcl 8778331 8778695 �I .0.• 0 HOPPE MULTI -POINT LOCK SET INACTIVE DOOR GEAR 1997447 INACTIVE TOP EXTENSION 8787003 D ceases PER 4000 -0006 TEAR DN OR/03/07 9/28/07 CD 0 OINHIB PER INN° -D0 E WE IER 00 00/10/07 R OWN= PER MAW -00DE IERER 00 01/03M A CHEWER PER NIN I-a0e LEVER ON 011/30/00 REVISION 9/14/07 RAM 19/05/06 DATE e9 aN 100 Marion S. Hampton P.E. No. 55863 fa/74,1/ge . FTC. LLC 1538 Cogaweg Street Butte 025 R001004e, Florida 32955 FHPE CeWRute 01 Autheertattem N0. MIS JELD -WEN, INC. 355 CENTER CT., VENICE, FL. 34285 PREMIUM ATLANTIC VINYL ENTRY (3100) & FRENCH (3400) OUTSWING DOORS DOOR COMPONENTS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TINIE OF EIRWNSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives no** that Improvements will be made to certain real ProPertWand in accordance with Chapter 713, Florida Statutes, the following information' is provided in this Notice of Commencement. . 111111111111111111111111111111111111111111111 TAX FOLIO NO. CF N 2011R0537307 OR Bk 27789 Ps 1502; (lps) RECORDED 08/11/2011 1016:27 HARVEY RUVIN, ttERK. OF COURT niAMI-DADE COUNTY, FUJRIDA LAST PAGE Space above reserved or u of keerdieg offic. 1. Legal description of property and street/address: Lir "A- --e Si-tOtf' 3 / .3 OILM/ 71131PIIMPLINIV 1773=1111:1 417_1402.W.ERMIV/,W 2. Description of Improvement: Owner(s) na:rn .e and 'interest in property: Name and addreeeof fee simple UUeher 4. OontraCteris natio, address and phone number .e.)(../...,4./ /Z 40. • . • -.14 ht:I. : 5. Surety:. (Payment bond required by owner from contractor, if any) NOinti", address arid phone number: . 1' kniotitt 1.30.6d -6. Lender' naitis'inej addiets: 7. PertoriS-Withitithettetaiii Meridadesignated by'Oiiiti 1* upon Whom notices*Or other documents' maybe served-as-provided by . . , Section 713.13(1Xa)7ii 'FltiridaSteitbteS, • Nemo, address and PhOrie tiOrliber•• 8. In addition to hiireelt Owriors Creigtiates the following person(s) to.receive a copy..of the.Lienor's NONO0 as provided ip,Section . 713.13(1)(b),- Florkia Statutes.' Name, address and phone number • 9. Expiration date of this Notice of Commencement (the expiration dfate is 1 ifetirlrorti the Merit r91701:0101.114* a cittforaritctata le epec4fied) WARNING TO OWNER ANY PAYMENTS MADE RY THE OWNERAPTER THEEiIRATION 0 ......i.Ti:1E. NOTICE i*,,00,14ftietil*A*tsg9tSOIDERED IMPROPER PAYMENTS UNDER CHAFTER 713, PART i, SECTION 71318 FL AIDA aTATUTES, AND oAN'RESULT I OUR PAY1 IME FOR IMPROVEMENTS T9, Y00'1 PROPaTiY., A. NOTICE OF :comtognpgmarf waist BE it-CORDED ANOPOSTED ON th5-jOB"trit'ilEFORE THE FIRSTiNSP k; • II YOU INTEND TO OtrfAusilkANdhid, daNtiLT. WITH YOP1414NDF-13,. OR AN ATToRNEY.pOpf35.000,IMENdINO wont< •,,,i,..,.. 04,._D.,4161N ,:1:: 7,,7141MENCEMENI ,. . - - _ „ . _ . ... ... • . _, . ...„ ,. . ._ . „ • esvisi. 4. _.,,ir, „ '07(00:?itpOtor/PartnertManager Print Name , di, t 0. Pre By .. 0,4 . -. titidaftcikr: 'otiuktve.tor-M BY Print for itt4itification: ;31gt.0:31111%e'PE.ir. ,a , 2`', Ti .77.'' -s7,a-1%./ AnyEZ'-...4,=±26tr, T4 111, ! ' ' • : --, • VERIFICATION PURSUANT TO SECTION 42:6-it,-,-,LonibA'. STATUTES • ' - ' %Rizti, tuhamteftheisefactiesstarecr.Mhirt are ellitiegare, ti;)tgitetberhst'ofe fen-1:7;41tftwriit*Iedgednagda•hrbiaii; ' ' ' '' ' - ' '''''' '°::.;.:::•':s"'!f21.1;r:iiii.,10.-1.:14.1:1.r."' /Ill/ 00 ',. Pgnature(s) 0:1P/Oer#161'..40-#Ortirs'fiktithorize.0 of040:1*4#4** il ,--18gY grfiPr17-21kis-Ii litit4 gogy dee . : .. By Ora rritrtni ,AD20 hod aid 011:Gioi Sad. 1-;,,V4t4 JV1N, CLERK, of Circuit and County Courts - Sy 5-01 D.C. Pc0A1-'- 11,) )‘6c1,01 BUILDING 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 PERMIT APPLICATIO FBC 20 Permit Typ OWNER,: Name (Fee Simple Titleholder): Address: W9 ROOFING PtAwQL WOOL/ ILI Phone #: 7 g6.37?'_<SZY7 (t zip: 3 / 3 Permit No C) 1)— Master Permit No. Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NE 015 S +. County: Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: y Phone #: 78(0 -8 7 / - So 7 y Address: C9 7.) °'d 5 S City: �E -� State: L / Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect/Engineer: ail Address: Phone #: Value of Work for this Permit: $ Alteration C 7 Square/Linear Footage of Work: T yp e of Work: UAddition 7 Description of Work: (13I5;TV itaIr pair/Replace �l �W 'SCE .t7i9E��.s P 17D( ❑Demolition A ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fes*** * *, * * * * * * * * * * * * * * * * * * * * *** * * * ** * * * * * * * ** Submittal Fee $ Permit Fee $ CCI' $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ � �� Structural Review $ GG l 0 0 -t TOTAL FEE NOW DUE $ 5t0 ' `Jl i 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 insp ' . which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved'and a reinspection fee will be charged. The foreg day o who is verso Owner or Agent ent was ac owledge (c befor 1� qn 0 ,bY KO Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by or who has produced 1-' / 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. ti s e..$6 NOTARY PUBLIC: ff, • ° • ° Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ** ** * * *** * * * * * * * * ** * * * * * ** APPROVED BY U ie "!/' Plans Examiner 6' // Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: /4 C ra �— L— �� L f ABATE: 3 73 ADDRESS: `"( Y� 9 -\ 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 understood the following disclosure statement, which entitles me to work 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 a licensed contractor. You have applied for a permit under an exception to the 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. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). 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 complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial -� t-L—_- 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. J Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice se numbers on permits and contracts. 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built �uj substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial 4,.41 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initia 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial, 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. ; Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : //www.myfloridalicense.com /dbpr /pro /cilb/iindex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party Dally and financially responsible for the proposed construction activity at the following address: 7 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informon that I have provided on this disclosure. VLII• Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of i , 20 who was personally known to me or who has 5 . g.-1S-2_01 . identification. Produced there License or OWNER Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: /'6-77 DATE: 7 25 // ❑ Contractor ❑ Owner rArchitect Picke Address: 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 by: /2,7.-4 Dki-40.ef PERMIT CLERK INITIAL: RESUBMITTED DATE: ;S'(/, , PERMIT CLERK INITIAL: )474 P e (4, GZJI (4e( Permit No: 11 -377 Job Name: July 16, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) All permit applications must be submitted prior to any further review. 2) Corrections for electrical must be completed. .3) The scope of work is incorrect. This is an addition of 40 square feet. 4) Provide energy calculations for the new area. 5) Provide detail of floor framing. .6) Detail a shows a window opening but the plan view shows a door. Please clarify work. 7) Masonry infill detail in note does not exist Page three does not exist. ,B) Provide a wall detail showing interior framing and insulation. Provide a ceiling detail. 9) Provide product approvals for the new /altered openings. 10) Detail B shows 4 #3 bars vertical. Provide a minimum of 4 #5 bars vertical per FBC 11) Column steel must extend from the foundation to the beam. ALL CORRECTIONS MUST BE SIGNED AND SEALED BY THE DESIGNER REVIEW STOPPED STOPPED REVIEW. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with newrevised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -377 Job Name: June 24, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Impact fees must be paid with Miami Dade County planning and zoning. All permit applications must be submitted prior to any further review. 3) Corrections for electrical must be completed. The scope of work is incorrect. This is an addition of 40 square feet. _5) Provide energy calculations for the new area. �6) Provide detail of floor framing. vi/eel, ) Detail a shows a window opening but the plan view shows a door.Please clarify work. ) Masonry infll detail in note does not exist. Page three does not exist. 9) Provide a wall detail showing interior framing and insulation. Provide a ceiling detail. 1) ��r10) Provide product approvals for the new /altered openings. 11) Detail B shows 4 #3 bars vertical. Provide a minimum of 4 #5 bars vertical per FBC. X212) Column steel must extend from the foundation to the beam. Page 1 of 1 STOPPED REVIEW. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305 - 795 -2204 '2. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /1- •3'77 Job Name ex6, 4trf 9+G-e Date 441..tt STRUCTURAL CRITIQUE SHEET %ra v Pet &'Ieq ch.o'y '1;4- Pi h' w 71Pfar r oiif ft 14.° Sto P_c • P "Pi? 4;40 r ti r ed C^e e, ch. s.r ce d/ ene,w 0-5 / as doer, e}L Cratenlibl (Tuctre coL, ( ?) '?b' card -er Ih i Gl -7/ kho ex i s 1'f pbo y i cl e 7-i e cot Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: (g-e_1 I, PAC-0441MCL----. L-JCLVAIQ ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: t,Z1_.. Ct critzdr 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 Buil. - • ::artment to continue permitting process. ,11/ '1: ' Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: I PERMIT CLERK INITIAL: Miami Shores Village Building Department RECEIPT PERMIT #: PA) C _ ( (-7-1 DATE: Oni-t PK2--- tiOs-24 ontractor o Owner o Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972. Picked up 2 sets of plans and (other) Address: *Li 251 N �� 5 37 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 by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 1 Permit NO. RC -3 -11 -377 Issue Date: Not Issued Pranning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795-2204 Fax: (305)756-8972 Expires:Not Issued Folio Number:1132060140640 Owner's Name: RACHEL WOOLIN Job Address: 489 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: $ 7,500.00 0 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 3/7/2011 Comments: PROPOSED WORK TO FRONT AND SIDE OF RESIDENCE REQUIRES PLANNING BOARD REVIEW AND APPROVAL Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -3 -11 -377 Issue Date: Not Issued Explres:Not Issued Folio Number:1132060140640 Owner's Name: RACHEL WOOLIN Job Address: 489 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 7,500.00 Contractors) HOME OWNER Phone Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/17/2011: Yes Comments: PROPOSED WORK TO FRONT AND SIDE OF RESIDENCE REQUIRES PLANNING BOARD REVIEW AND APPROVAL 6/17/11 OK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Re- I- 7 Job Name R'096P2, ' CRITIQUE SHEET _4-10( f I i tei D- de.i - A- d i'' "fie owe'? z° 0 e '°stce7�. ' 5 F40 2 C-apE, F2 5682 N.W. 7111 STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (306) 264 -2660 FAX: (305) 264-0229 DRAWN BY: AS Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 5- 0007557 -4 SHEET NO 1 OF 2 SURVEY OF LOT 23 -24, BLOCK 53, OF MIAMI SHORE SECTION NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 489 NE 95 ST, MIAMI SHORES, FL 33138 FOR: RAQUEL WOOLIN LOCATION SKETCH Scale 1" = NT.S. S - H • O au33r. 1 I 1 101 JI 6 % c,14 4:J 2 Is' -1 -1-- 1 •E- .L .A...N_ -D_ -I -E3 V_D- 60 `501 '• l „� �7 .r.." 1 ,. 1 56',535\ 7� I . ' .,'T a T -soy no.5 v, 1"'" 7.6 S.• }IJ.7.11'N.. 7 11P - r i I 1• 3 t I 1 P I. 16 _.1 . t _ .1 .1.. I .41.._ I.1..L. 1. W : 1 1 \ t-0.1-.11. 1 ( 1160. yjIII I { lif 1 1J114 1S 1 1b• q 118 11 0I 81 88 21 '91143 �1 9 S I �,.�.,� V86 • 1 I, ter^ .. I - I SOlw:,/ JO • air 60 .`Tlof , �,, . 4. 5 rH s- i r., ..;,.e. /.t3cc •:,-s *•44 1 f : 1.5. 16 i'/ /B 19 I 70 ll� , N \.t , SUSJ,E 0 191 3J SLi $ .,, J61„ 111;11 4 3 / N .1. l.. ti 3i I T `j' co h i . 1 (5A1511 /1 ID l 9 817 „771.. !ma 6 SI 4I J1i 11 94Tt-1 ST 401 .. 1 jI . 18DIS18 ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT NR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.0.8. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE MH = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.0.8.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT, = PAVEMENT PWY =PARKWAY R. = RECORD DISTANCE • 7 10 • RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAM = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, ND THEY WILL BE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO RESPONSIBLE P AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT LAND TO SHOULD BE SITUATED ZONE: X FOR VERIFICATION. COMMUNITY/PANEL/SUFFIIX: FLOOD 120652 0093 HAVE DESIGNATED E OFTHE FIRM: 7/1711995CRIBED BASE FLOOD ELEVATION: N/A. CERTIFIED TO: RAQUEL WOOLIN CHRISTOPHER P. KELLEY, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 1 LEGEND TYPICAL --0H- OVERHEAD UTILITY LINES Zzzz C.B.S. = WALL (CBW) >--* C.L.F. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE �r of W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2634 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: E SURVEYOR'S SEAL 5583 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX: (305) 264 -0229 DRAWN BY: TULWARY nun 'uru.ei.arz 3 nr. LAND SURVEYORS SURVEY No. 05- 7557 -3 SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE = 1 ": 20' SURVEY ENCROACHMENT NOTES: A)NORTH SIDE OF PROPERTY UTILITY POLE AND OVERHEAD UTILITY LINE ENCROACHING ONTO SUBJECT PROPERTY. F.I.P 1/2" NO CAP 0.50' CL. N h N 0 0.90' CL. U.P. ss„ 27.58' F.I.P 1/2" NO CAP LOT -23 BLOCK - 53 27.02 TILE 4.15' co ONE STORY i RES. #489 I N F.F.E.= 11.63' GARAGE ELEV. =9.1 16.85' CO N g0 "23`06" 8.24 o \ C'4 C.P W.M. F.I.P 1/R" NO CA 90 $020 LOT -24 BLOCK - 53 PL c . 0 15.15' 17.60' (.4 34.43' STEP 0 5' CONC. SWK 25' PWY 104.36' co N PL. F.N.D. NO ID 0 a 20' ASPHALT PVMT. ALE. 95th STREET 34.60' F.N.D 0,9 5' CONC. SWK 60100' TOT R/W 30,00' NO ID B.C. F.I.P 1/2" NO CAP 30.00' SURVEYOR'S NOTE: . There may be Easements recorded in the Public Records not shown.on this Survey. R= 25.00' L =39.49' T=25.22' d =90 °30'20" CH= 35.51' a. ¢ a O N X 0 W /t//(4-,n, 0/z( � / ((P 77 APPENDIX 13-D March 1,2809 FORM 110013-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Ressidenfia( or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 1100B for single -and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comely with this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: AND ADDRESS: Weoboti /Z425( d �- qt? I/� ff Sr- BUILDER: d u/N la / _ PERMITTING OFFICE: A41I4.-,0 ( 5"b p ✓•f OWNER: k AGAP` W/741( 1- PERMIT NO.: f / 3 '71 71 JURISDICTION NO.: 1.New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertkal roof glass, glass areas in excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11B-1 on page 2). /RI in all the applicable spaces of the "To Be Installed" column on "Table 11B-1 with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" column information. 4. Read "Minimum Requirements for All Packages", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple-family attached 3. If multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft) 6. Glass type and area a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab-on- grade (R- value) r•'� b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) , f-0F /Hf--1L• b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location STrAtBV77601/ Test report required if duct in unconditioned space IN #17P/77 va X164" 12. Cooling system: ('types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) Please Print 1. 447 gffya,./ 2. -/.41 3. - 4. 5. 4.0 6.9. Pr. 6a. o7S 6b. ° 5'c,' 6c. f 9. 3$ sq. ft- 7. 9g % 8a. R= 7 fm.ft 8b. R= sq.ft. 8c. R= 8d. R= sq.fL 8e. R= sq.ft. 9a-1. R= sq.fL 9a-2. R= 9b-1. R= "5'- sq.ft. 9b-2. R= sq.ft 10a. R= f& sq.ft. /fO 10b. R= sq.ft. 11a. R= 1 1 b Test report attached? �� No 12a. Type: /2:14`' %` ogr 12b. SEER/EER: Pr • d 12c. Capacity: 7IPAr 13a. Type: 4- *-, p E 4 • 13b. HSPF /COP /AFUE: 13c. ity: fa' 'kW 14. No 15a. Type: 15b. EF: I hereby certify that the plans and specifications covered by the calculation me in compliance with the Florida Energy Code. PREPARED BY: Ye" " � d� DATE y / 1 hereby certify that tiding Ls at co with,the Florida Energy Cade: OWNER AGENT: * n /Gf DATE?f'" Review of plans and specifications covered by this Energy Code. Before construction Is completed, tins accordance with Section 553.908, F.S. CK BUILDING DFFlCIAL DATE 2007 FLORIDA BUILDING CODE- BUILDING AQPENDIX 13-0 * TABLE 11E1-1 MINIMUM RERUIBEMHITS (See Nate 1) All Climes Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor = 0.65 SHGC = 0.35 % of CFA < =16% U -Factor = SHGC = % of CFA= Exterior door type Wood or insulated Type: Wails — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of watt Exterior of wall: R-13 R-6 R-4 R -Value = R -Value = R -Value = Etectro resistance heat (See Note 10) Not allowed NI 106AB.12.1 Ceilings (see Notes 3 & 4) R=30 R -Value = endiiianed R- 13reahlrement R Value = Over spaces (see Note 3) Hot water systems (storage type) Electric (see Note 5): Gras fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF= Gallons = EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = Al Heat pump systems (see Note 8) SEER =13.0 HSPF = 7.7 SEER = HSPF = maces AFUE = 78% AFUE = 011,maCes AFUE =78% AFUE = Programmable the,mostat (see Note 10) Must be installed on all HVAC systems. Instated? Yes No Ducbvodc (see Note 9) Unconditioned space° Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R-4.2 Location: Unconditioned space R -Value = Test report Condtoned space R -Value = (No test report required) Air Handler location: Unconditioned afic° or garage Condldaned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum fEFactor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CIA), otherwise Method A must be used for compliance. Ehptions:1. Ad- ditions of 600 square fed156 2) r less have maximum lass to CFA 50 Renovations with new windows under z 2 foot overhang whose lower edge does not e1`d nit further than 8 feet from the overhang may ave tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall" i installed exterior of or integral to. the wit (4) Attic knee wa s be tn su Mme level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132. volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.A8.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Florida Building Code, Building or Table N1107.AB.3.2B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either Located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed in existing buildings. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks NI108AB.12 To be caulked, gasketed, weather- stripped or otherwise sealed. ✓ Exterior Windows & Doors NI106AB.1.1 Max .3 cfn/sq.fL window area: .5 dMsq.tt door area. ✓ Sole & Top Plates NI 106AB.12.1 Sole plates and penetrations through top plates of exterior wad must be sealed. ✓ Recessed Lighting NI106AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses N1106AB.12.5 AU barrier on perimeter of floor cavity between floors. Exhaust Fans NI 106A8.1.3 Exhaust faire vented to unconditioned space shall have dampers, except for combustion devices with Integral exhaust ductwork. Water Heaters NI112.AB.3 Comply with efficiency requirements In Table N1112.AB.3. Switch or clearly marked chant breaker electric or cutoff (gas) must be provided. External or butFin heat trap required for vertical pipe risers. Swimming Pools & Spas N1112AB2.3.4 Spas & heated pooh; must have covers (except solar heated). NINICOMIllefehl pools must have a pump timer. Gas spa & pool heaters must have minlmum thermal etlolency of 78%. Heat pump pool heaters shall have a minimum COP of4.0. Hot Water Pipes N1112.AB.5 Insulation is required for hot water crcuteflng systems (Including heat recovery units). Shower Heads N1112A132.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Irretetation N1110.AB At ducts, fillings, mechanical equipment and plenum chambers shall be mechanically attached, seams, insulated and Installed in accordance with the criteria of Section N1110AB. Ducts in attics must be (mutated to a minimum of R-6. HVAC Controls . N1107AB2 Separate readily accessible manual or auomane'hemostat for each system. 13 -0.24 2007 FLORIDA BUILDING CODE — BUILDING (1 r/d161-0-ej: dy /llb a (id !wit (G v SERIES GLAZING U-FACTOR CR Clear 0.48 43 0.65 0613 0,48 Low-E 272 034 54 0.34 0.59 5 ,4 Low-0272 A -,j, xi 03 54 0.34 0.59 Low-E 5: 0.29 42 02(3 0 53 ....2..' '....',I Low-r F Argon 45 0.29 053 0.26 026 Low-E 66 0.23 0.53 0...34 0.21' 0.22 0.53 0.30 0.21- Clad Double-Hung Geometric Clad &ding Patio Door Ng Grids 548" Fiat O8G, 23/32" Contoured GEIG. SOL NIA SHGC VT U-FAC TOR Low-E 366 Argon Clear Low-E 272 Low-E 272 Argon Low-E EC Low-E EC Argon Low-E 366 Low-E 366 Argon Clear Law-E 270 Luw-E VD Argon Low-5 EC 1..ow-E. EC Argon Law-E 366 Low-E 366 Argon Clear U-FACTOR SHGC VT 0.6'1 NA NIA NIA 053 NUA 0.48 0.33 0.29 0.27 0.24 0.32 0.28 39 49 52 38 41 49 52 0.69 0.37 0.37 0.31 0.31 0.24 0.24 0.73 0.63 0.63 0.56 0.56 0.57 0.57 0.61 0.34 n3n 0.26 0.33 0 52 0 52 0A7 0.47 0.48 0.33 0.29 0.27 0.24 0.32 0.28 047 0.34 0.30 0.62 0.33 0.33 0.28 0.28 0.22 0.22 0.26 0.24 0.23 0 23 0.46 0.65 0.57 0.57 0.51 0.51 0.51 0.51 45 N/A N,A IV1A N/A N/A N/A N/A N/A N/A N/A 0.50 0,25 024 0.23 0.23 0.46 44 0.54 0.57 0.46 0.47 0.49 0.47 0.47 0.49 Low-E 270 0.34 56 0.26 0.48 0.34 0.23 0.42 0.36 0.23 0.42 Low-E 270 Argon 0.31 59 0.26 0.48 0.31 0.23 0.42 0.33 0.23 0.42 Clad Sidelite Low-E EC 0.30 43 0.25 0.44 0.30 0.22 0.38 0.31 0.22 0.38 Low-E EC Argon 0.28 47 0.25 0.44 0.28 0.22 0.38 029 0.22 0.38 Low-E 366 0.34 56 0.20 0.45 0.34 0.17 0.39 0.36 0.17 0.39 Low-E 366 Argon 0.31 59 0.19 0.45 0.31 0.17 0.39 0.33 0.17 0.39 Rev. 8/26/10 IM1111111111W- RELIABILITY for re :31 life" Iriri • •■• , • •- ■ • • ■.. ■ _ • ■ ■-., -• • .•, • ..• • •, •,-, • j • - - -•,— --- • ,-•, r.- f• •,,. ,,•• This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31,2010. AHRI Certified Reference Number: 1076078 Date: 11/10/2010 Product: Year-Round Single-Package Air-Conditioner, Air-Cooled Model Number: RSPM-A060JK Manufacturer: RHEEM MANUFACTURING COMPANY Trade/Brand name: RHEEM RSPM SERIES Manufacturer responsible for the rating of this system combination is RHEEM MANUFACTURING COMPANY Rated as follows in accordance with AHRI Standard 210/240-2006 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: , ••,, Cooling Capacity (Btuh): 61000 EER Rating (Cooling): 12.35 SEER Rating (Cooling): 14.00 • Ratings followed by an asterisk () indicate a voluntary mate of previously published data, unless accompanied with a VVAS, which kurmates an Involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) fisted on this Certificate and makes no represerthrtions, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all ilability for damages of any kind arising out of the use or pextonnance of the product(s), or the unauthorized alteration of data listed on this Certificate. CertMed ratings are vatic' only for models and configurations listed in the directory al TERMS AND CONDITIONS mis Certtficate and its contents are proprietary products of AHRL This Certificate shafi only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a =muter database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The Infomration for the model cited on this certificate can be verMed at - click on " _ . Ithk and enterthe AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which Is listed below. ©2010 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129338761878301440 +I+ wrightsoft® Project Summary Entire House Universal A/C 5460 State Road 84# 12, Davie, FL 33314 Phone: 954-581 -7110 Job: 0R306C09 Date: 11/08/10 By: Herb Hershkowitz Pro ect Information. For. Notes: Woolin Residence 489 NE 95 Street, Miami Shores, Fl 33150 Phone: 786 -879 -5074 Des! : n Inforniat.on, Weather Miami, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Structure Ducts Central vent (39 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes /hour Equiv. AVF (cfm) 51 °F 70 °F 20 °F 29255 Btuh 4729 Btuh 842 Btuh 0 Btuh 0 Btuh 34826 Btuh Simplified Average 1 (Average) Heating Cooling 17566 17981 0.45 0.20 131 60 Heating Equipment Summary Make Rheem Trade Electric Model 10kw GAMA ID Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 AFU E 32800 Btuh 32800 Btuh 1 °F 1400 cfm 0.041 cfm/Btuh 0.60 in H2O Heat/Cool Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 90 °F 75 °F 15 °F L 50 % 57 gr /Ib Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (39 cfm) Blower 41678 Btuh 3610 Btuh 665 Btuh 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 45953 Btuh Latent Cooling Equipment Load Sizing Structure Ducts Central vent (39 cfm) Equipment latent load Equipment total load Req. total capacity at 0.73 SHR 3115 Btuh 2805 Btuh 1517 Btuh 7437 Btuh 53390 Btuh 5.2 ton Cooling Equipment Summary Make Rheem Trade Package Unit Cond RSPM-A060 Coil Fan Setting - ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Low Speed 14 SEER 44388 16224 60612 1836 0.041 0.60 0.86 Printout certified byACCA to meet all requirements of Manual J 8th Ed. Btuh Btuh Btuh cfm cfm/Btuh in H2O ite-f{i- wrightsoit- RlghtSuite® Universal 7.125 RSU01795 2010 -Nov-08 22:33:45 dik C:UJserstado•1\Doo mentaRlght J JobstOr306c09rup Calc= MJ8 Orientation = N Page 1 +I+ wrightsoft" Component Constructions Entire House Universal NC 5460 State Road 84# 12, Davie, FL 33314 Phone: 954-581 -7110 Job: 0R306C09 Date: 11/08/10 By: Herb Hershkowitz „project Information For. Woolin Residence 489 NE 95 Street, Miami Shores, Fl 33150 Phone: 786 -879 -5074 Design Conditions Location: Miami, FL, US Elevation: 7 ft Latitude: 26 °N Outdoor: Dry bulb ( °F) Daily range ( °F) Wet bulb ( °F) Wind speed (mph) Heating 51 15.0 Cooling 90 12 (L ) 77 7.5 Indoor: Heating Indoor temperature ( °F) 70 Design TD ( °F) 20 Relative humidity ( %) 30 Moisture difference (gr /Ib) -11.0 Infiltration: Method Simplified Construction quality Average Fireplaces 1 (Average) Cooling 75 15 50 56.8 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft" Biuhfft' -°F ft'- °FBtuh Buhfit Buh Ruh/ft' Bhih Walls 13AB -Oocs: Blk wall, stucco ext, 8" thk, 1/2" gypsum board int fnsh n e s w all Partitions 13AB -Oocs: Blk wall, stucco ext, 8" thk, 1/2" gypsum board int fnsh Windows 1A-hl ob: 1 glazing, heat abs glz, mtl /w brk frm mat, 1/8" thk NFRC n rated (SHGC�.64); 50% blinds 45 °, medium; 50% outdoor insect e screen; 2.5 ft overhang (4.25 ft window ht, 1.58 ft sep.) s all 1 B-h1 fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; s NFRC rated (SHGC =.64); 50% drapes, medium; 12.5 ft overhang (4.5 ft window ht, 1.58 ft sep.) 1A -hl ob: 1 glazing, heat abs glz, mtl /w brk frm mat, 1/8" thk; NFRC w rated (SHGCO.64); 50% blinds 45 °, medium; 50% outdoor insect screen; 2.5 ft overhang (5.3 ft window ht, 1.58 ft sep.) 234 0.258 0 5.03 1178 5.62 1317 451 0.258 0 5.03 2268 5.62 2535 297 0.258 0 5.03 1493 5.62 1669 538 0.258 0 5.03 2705 5.62 3024 1519 0.258 0 5.03 7643 5.62 8545 109 0.258 0 5.03 546 3.46 375 17 1.080 0 21.1 366 23.2 403 112 1.080 0 21.1 2356 54.3 6079 62 1.080 0 21.1 1308 23.2 1443 191 1.080 0 21.1 4030 41.4 7925 26 1.130 0 22.0 569 26.0 671 130 1.080 0 21.1 2747 55.1 7191 1 B-h1 fm: 1 glazing, heat abs glz, mtl no brk frm mat, 1/8" thk; w 12 1.130 0 22.0 256 30.8 358 NFRC rated (SHGC =.64); 8 ft overhang (1.83 ft window ht, 1.58 ft sep.) Doors 11 DO: Door, wd sc type 11A0: Door, wd hctype Ceilings 18A -10ad: Rf/dg ceiling, asphalt shingles roof mat, frm cons, r -10 deck ins, 5/8" gypsum board int fish, 10" thkns e n an w 20 0.390 0 18 0.390 0 38 0.390 0 20 0.470 0 1923 0.076 0 7.60 152 12.1 241 7.60 137 12.1 217 7.60 289 12.1 458 9.16 183 14.5 290 1.48 2850 3.37 6490 wrightsoft- Right Suite® Universal 7.125 RSU01795 C:Wserslada11DocunentsWght J JobsWr306c09.rup Calc= NU8 Orientation = N 2010- Nov -08 22:33:45 Pagel M'AMI DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC -O) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governiifgfhe 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Jeld -Wen STEEL" 6'8" W/E Outswing Glazed Insulated Steel Door w /wo Sidelights - N.I. APPROVAL DOCUMENT: Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9' -0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12/13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None Impact Resistant 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 l of this NO w dors went of in the materials, use, and/or manufacture of the product or pruc;esa. 1VUsusG vi this ivvr� as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1216.09 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildin2code AUG 052011 NOA No. 07 -0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2105, titled "Series Wood Edge Glazed Steel Outswing Door up to 9'-0" x 6' -8" with & without Sidelites ", sheets 1 through 8 of 8, dated 12 /13/2001 with revision D dated 10/01/2007, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No CTLA-961W, dated 10/23/2002, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing glazed wood edge steel -door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) 3. Test reports on l) Air Infiltration Test, -PA 202 -94 2) Uniform Static Air Pressure Test, PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Forced Entry Test, PA 202 -94 along with marked -up drawings and installation diagram of DoorCraft series OXXO configuration Outswing and Inswing opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -697W, dated 11 /11 /2001, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA# 02- 1216.09) • Jaime D. Ga ' on, P.E. Chief, Product Control Division NOA No. 07 -0731.01 Expiration Date: August 15, 2012 Approval Date: November 15, 2007 E -1 aamOlYill the ticOla P10.8$13:dis7g Accepts:Ice. 0, itAi;1' FOR OPTIONAL 1/2"& 1" I.G. SEE SHEET 17 SEE NOTE 6 ON SHY 4 0.75" SEE NOTE 5 ON VT. 4 SEE DETAIL 5 ON SHEET 5 0.125' MIN. GLASS THK. INTERIOR FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET 17 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 FOR OPTIONAL 1/2'& I.G. SEE SHEET 17 SEE NOTE ON SHT. 4 (4`. HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB M= 1. SPACING FOR ITEM 126 THE 110 x r PFH MEWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE IVOR IS AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5; 4.0", 5.5", 13.0", 18.0" & 26.0". 2. SPACING FOR 1131 123 THE 18 1 1/2" PIASCREW IS AS FOLLOWS: FU 11.11: IL • LP' • 3.0" IN FROM EACH CORNER, ONE IN CD/IER. 3.0; 13.0", 26.0", 39.0", 52.0°, & 63.0; 3. SPACING FOR ITEM #31, THE 16GA. x 3/4" BRAD TRIM NAIL ATTACHING THE Ve QUARTER ROUND TO THE SIDELHE & ITN 159, THE 16GA, x 1" BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MULUON IS AS FOLLOWS: ifieiLEPLEKEQEMIEOgeQINM24 1•25° IN FROM EACH COMP WITH (1) NAL MID-VAN. (XXI' Ur FROM EACH END & SIX MORE EQUALLY SPACED OK THE FIELD. 4. WHEN ATTACHING THE MIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 1/2' PFH No SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x PFH WOOD Sefilt 5. SPACING FOR 184 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT INE MUWON, IS AS FOLLOWS: 6.0° FROM EACH VERTICAL CORNER WITH (4) MORE SUM EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ RV 129 SILICONE CAM ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED MIN ITEM 131 @RAD TRIM NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITBA 127, A 110 x 2" PFH SeliElt WHEN ATTACHING THE HINGE TO fllE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4° PFH COD SCREW. 8. SPACING FOR nal 149 THE 16 x 1 1/2" PANHEAD SCREW (HWY LITEFRAME) IS AS FOLLOWS: gad JIIMMEIRMaRiT= 3.25; 10.625", 18.0625; 25.4375", 32.8125', 40.1875; 47.625", 55.0" & 62.375". DOOR UTEFRAME TOP & 80ITOM. FROM RIGHT TO LEFT: 3.25; 11.875' & 20.375". SILELILLIERMFMEXECALY; 3.25; 18.0625', 32.8125°, 47.5625' & 62.625". SELLELIMMEIQUJOBLEEMIHUR (1) AT 44375; 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EOLINAIDIT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM #51 WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITF.M 125 WHEPI ASTAWNG INTO MUWOMS. USE ITEM 116 WHEN INSTAWNG INTO CONCRETE/MASONRY SUBSTRATE AT SMUT SILLS. 1h 1. i aWL.Y • ' allls PAM .104J11 %AA QSEE NOTE 2 v..YA ON SHT. 4 SEE NOTE 5 ON SHE 4 SEE NIA L 5 ON SHEET 5 (R HORIZONTAL CROSS SECTION AT SIDEUTE TO HINGE JAMB SEE NOTE ,3 ON SW. 4 , 0,125" MIN. GLASS RIK. 0.75" FOR OPTIONAL 1/2° & 1' LG. SEE SHEET 17 SEE NOTE 2 ON SHE 4 SEE NOTE 6 ON SW. 4 EXTERIOR 1 INTERIOR (A HORIZONTAL CROSS SECTION V../ AT SIDEUTE TO BUCK 11 SEE DETAIL 5 ON SHET 5 0.25' MAX. SHIM 1.50° MIN. MED. 1151itiVi Eda & tielaen Florida P. E. No. 41323 PIC, ILO 'r 1535 Nardi No Suite C25 Rooldedio, Reda 32855 Corellests of fettealem ND. Me Prepared DI: IIMMIENSTONal aWlf PTC, LLC Phan 321-690-1788 Fax J21-699-1789 • 12-13-01 scAtE: N.T.S. Olt M.N Oa. FM AV OWING NO.: 5-2105 or SEE NOTE 4 ON SHT. 4 SEE NOTE 7 ON VT. 4 PRODUCT REVISED as camplym with tha Florida &aiding Coda Acceptance No 0 Espiratio usae FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET p 0.125' MIN. GLASS THK 1.75" MIN. PANEL INK SEE DETAL 5 ON SHEET 5 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 1.50' MW. nem FOR OPTIONAL 1/2° & 1" LG. SEE SHEET 17 0.25"MAK SWM (n HORIZONTAL CROSS SECTION ■,4) LATCH JAMB TO SUCK SEE NOTE 1 ON SHT. 4 SEEON1TET5HEETAIL 5 5 (n HORIZONTAL CROSS SECTION 025SH*9414At Q.) HINGE JAMB TO BUCK 0 1.50" EMBED. Q (Di ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH 0.31" x 9.0" LG. AT TOP & BOTTOM Ulareng Al1M AQINE FOR OPTIONAL 1/2' & I.G. a-61m' SEE sva-r #7 1.75" Mffi. PAPIELTHIC 0.125" MW GLASS THK. " SEE NOTE 1 OK SHE 4 (r) HORIZONTAL CROSS SECTION \23,) SURFACE BOLT MOUNTING SEE NOTE 461 ON SHT. 4'2 SEE NOTE 2 ON SHT. 4 (n HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL Sil NOTE 2 ON SHT. 4 Edo •SFealsen - Florida P, E. No.. 41323 PIC, 1.1.0 1535 CogorsEltrast, Solo C23 Roaldadgai Florida 32955 airalkoto ,o Asketeatice-NO. di iz RO OM 12-1,3- prepared Br, ECFLE: 411118116ANIUMMEIT • " OWN ga»000 R DRAINS NO.: LLC S-2101. Rao at-so-1788 For 321-690-1789 sew Of 1.50" MIN, 0.25" EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL 5.i ON SHEET 5 1.75° MIN. PANEL THK. SEE NOTE 2 ON SHT. 4 0.125" MIN. GLASS THK. 81.25" MAX. O.A. FRAME HEIGHT FOR OPTIONAL 1/2 °& 1 °1.G. SEE SHEET #7 SEE NOTE 2 ON SPIT 4 80.0° MAX. OA PANEL HEIGHT SEE NOTE 9 ON SWT. 4 1.25" MIN. EMB. 2.5" MIN. EDGE DIST. ®VERTICAL CROSS SECTION WITH BUMP THRESHOLD 0.625° CONCRETE/ MASONRY BY OTHERS 1.50" MIN. 0.25" EMB. MAX. SHIM CONCRETE/ MASONRY BY OTHERS EE DETAIL 5�^-' e ON SHEET 5 °. wa" Efi SEE NOTE 6 ON SHT. 4 SEE NOTE .3 ON SHT, 4 1.75° MIN, PANEL THK. SEE NOTE 2 ON SHT. 4 0.125° MIN. GLASS THK. 81.25° FOR OPTIONAL 0.A. 1/2" & 1" LG. FRAME SEE SHEET #7 HEIGHT SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 80.0" MAX. 0.A. PANEL HEIGHT SEE NOTE 3 ON S 4 100° MIN. EMS.. .75 2.5" MI MIN. EDGE DIST. VERTICAL CROSS SECTION W AT SIDELITE SASH CONCRETE/ MASONRY BY OTHERS 1 DOOR STEa FACE S 'a 240A_: 2 FRAME HEAD (FINGER' JOINTED PONDEROSA PINE) 3 FRAME HINGE JANE eRNGER JOINTED PONDEROSA PINE) 4 FRAME LATCH JAMS !'FINGER JOINTED PONDEROS4 PINE) 5 4" x 4" DTUTT HINGE, B its X 1" PFH wow 7 DOOR LATCH STILE . 3 2. `L"i: " VA; 8 SURFACE BOLT SPACOER BY NES 9 SURFACE BOLT STRIDE PLATE 10 COMPRESSION WEATHU1S1RIP RAIL IIEFI mar 1100yp I� OCK 9L ". I Ili H ,; AID 1. WOOD SCREW 4"� 7, s ra2r Ixx • r-rra��r H0R EXPANDED POL.YSIYREM: OUTSMNG BUMP FACT. .30 31 K. w 1.0 to 1.25 Ib. KNOB BY JE(D -WEN C OR GREATER KWAKSET TITAN 700 SERIES DEADBOLT NOT SHOWN x 1.50" PLASCR W x 2" PFH WOOD x 2.50" PFH WOOD. SCREW 10 x 1" PFH WOOD SCREW_ 10 x 2" PFH WOOD SCREW SURFACE BOLT BY n S) wain . J 1,, , 3 8' QUARTER ROUNI 33 C QSD BY ODL x .75" LONG SIl1ELITE 57OP 5 " -20 SEX BOLT Wf..�2,5 " -20 FEMALE END x 1.75" LONG M'h" r1F51 SCHiAGE DEADBOLT 8360 FACE SHEET 40A. 0020" MIN, TEMPERE4:G LITE FRAA 84. ML as ILA �1L41 ` r�zi,rlim1' 7.7 SPARTECH POLYCOM PP5530 C13 .,: AL EXTRUDED ASTRAGAL ASTRAGAL STRIDE PETE BY (BY a•■ IM r, • YALE DEADBOLT HERI7W:E SERIES NOT SHOWN SIDELRE FRAME HEAD AND JAMBS PONDEROSA Pte) 1 2 INSLLA'ED TEMP _.IT ,Tu ri 1 I:.ALU , ° L .t1, GLASS BY TRNDY'AMPAC 1.50 LONG PINHEAD OW 1199 7, 10 WOOD INSTALLATION SCREW w/ 1.50" MIN. EMBEDMENT t'J !iii "1 - *. " " i" 1 INSULATED 1JTE FRAME 1" L0, OPTIONAL DOOR BOTTOM RAIL. CORNER BLOCKS MULLION CAP "(81.25" LONG) =,:." 1 _ x 1" LONG TE SPARTECH F?OL ". PP5530 C13 flii WOOD MD WOOD STEEL ^RC :K:, 1 VISLD cnm1 yiag w.i tb F1 niti4 �wtdmg Cock pcgeptanc Nor J iR o;Dais•.I1I1t4 -e E! aclm 8 St GO (47) Florida P. E. No. 41323 MOO 1 Rockledge. Cogswell 0‘ Suite C2S FOE (MIN* a,wnarmaon ao. 2 Prepared M PTC, LLC Phone: 321 - 890 -1788 Fax: 321 -690 -1789 DAZE" 12 -13 -( VS. civo: WLI cot. Fit ~RI OKAYING Noa S -2105 WET ,7•,OF 74.5" MAX O.A. FRAME WIDTH SEE DETAIL 1 ON lid SHT. 1.PR REVISED asBuj' m guying with the Florida codo �t:ceptanwNo " "' Date. r .ice - 12 12.5" SEE DETAIL 6 r ON SHT. 6 SEE DETAIL 6 ON SHT. 6 81.255" MAIL 0.A. FRAME HECK H3" IYP. 7" TYP. ..... 12125" TYP. SEE DETAIL 2 ON RS SHT: DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATI01 YIEWED FROM MGR SEE DEN. 4 ON THIS SHT. SEILIMILELZELMANIQUMS VIENED FROM IN1u.►�, .15" MK, C -SINS. SEE NOTE 10 ON SHEET 4/ / DETAIL 1 - ® A0 rAMR ASTRAGAL STRIKE PLATE 110.2--JUIREMQ DETAIL 3- 0 HEAD JAMB DETAIL 4 - ®1NRFSHOLn. ASTRAGAL. STRIKE PLATE SURFACE BOLT STRIKE PLATE SURFACE BOLT STRIKE PLATE COUNTERSINK FOR INSTALLATION ANCHORS 104101 ErIc S. Nielson F P, E 14o. 41323 PTC. LLC 105 Street. Sidte 021 Koh Florida ME *mew MINottatien No. PreporW 8y: Ply 321-690.171 Fax 321- 690-1789 MING NO.: $ -2105 r 5 5 3' TYP. • GYP. 14- DESCMPTIOH -- r TYP. 6 ° DTP 3 Tr GENERAL NOTES AND TYPICAL ELEVATIONS 2 11.125° 3 6 °TYP. 3 TA •• - i,l L 4 HORIZONTAL CROSS SECTIONS AMID NOTES -� r ANCHORING LOCATIONS AND DETAIS 11 l I 111 5.5° rf 1 1 111 f 1 I / gyp SEE NOTE ON SHEET SEE DETAIL ON THis [25 g------ Q TYP. II}1 5 4 `' 7 SHL _ _ _ © 36.625' 1 I I I I 3" ° NkT:.-IL 11.625° 31 TYP. TYP. SEE DETAIL 6 ON THIS SHT. SEE DETAIL 2 ON SHEET 5 12 ' 0008 WRH SII9,� ANCHOR LIXJQ 26 VIEWED FROM INTERIOR SEE NOTE 7 ON SHEET 4 DETAIL 7 STRIKE PLATES TO ASTRAGAL 37.75" MAIL 0A I` FRAME WIDTH SEE DETAIL 3 ON SHEET 5 " I r 6° TYP. 81.25" MAX FRAME HEIGHT ,, 5.5' 1 1 ` 1H1 36.625' DE2L8 STRIKE PLATES TO JAMB SPACES 0 11.54" SEE DETAIL 8 ON 118S �5HL 7.375" 31' 31' 6' 8.58' ll?, SEE DETAIL 4 ON SHEET 5 ELF 0008 WITHOU SDEI ANCHOR LOCAADNS VIEVED FROM INTERIOR SEE NOTE 4 ON SHEET 4 PRODUc7� ffi ptr:8g T3u1ding CAde sapce►u Tj▪ It▪ 1•• .ter � ode Product Conlm1 Division SEE DETAIL 6 ON THIS SHE 1 e k o_ 1 .`c re. 1,0 111 101 Edo S. Mason Florida PP..EE No 41323 LLC 1535 Cowell Street, Sufto C25 Rockledge. Florida 32955 Fert areraso of ma 2 Prepared tip. PTC, LLC Phones 321- 690 -1788 For 321- 690 -1789 DAM 12 -13-01 : N.T.S. BY WLN sec aY: RW MONO Nor.: 5 -2105 sIW 8, or _I JELDWEN® Steel 118 WOOD DIEGL/ffiDNEELOU1SW DO011w,,gNISI& WIRIOII/9E( N 7015' MAX 0A FRAME WIDTH .75' MUL. BAR TYP. 36' MAX, 0A PANEL 1110111 .875" T1P. 15.5" MAX. 0.4, SIDEUIE FRAME AMDJH 14' MAX. OA PAM WIDTH PRODUCF REVISED as complying with the Florida Building Code Acceptance No d WEAL NOM 1. 1HWS'PRODUCT IS DEWED TO COMPLY WITH THE 2004 FLOTIDA BLDUXNG COD (W/ 2005 & 2006 SUPPWi TS)' 2. 2X WOOD BUCKS BY OTHINS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO TIE STRUCTURE .3. PRODIICT ANCHORS SHAD. BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAMS. AMA EMBEDMENT TO BASE M41ERAI. SHALL BE BEY= WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DELI PRESSUM RUDIOS. 5. THIS PRODUCT gists THE WATER REQUIREMENTS F WWI" ZONES. SEE THE DEEM PRESSURE CHART BELOW. 6. DOORS AND S&DELITES REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. SIDEUTES ARE AN OPTION AMID CAN BE USED IN A SINGLE OR ALE CONIOURATXXN, 8. A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF A HORS INTO WOOD ONLY. (DAL 8ia�.DOOttT+artmmaPo�laeoear 1TOgE WLC Egaubefitt 24 go. (0.0209 milmwn thickness Galvanized `Reel A -525 emerald - 0 per ASTM 620 with average minimum yield strength Fy(ma) = 47,575 psi. could= Expanded polystyrene with 1.0 to 115 bid deadly, by JELD -KN, 114C aggagutfogada The active and inactive panels are co rutted from 24GA. (0. 020° min.) galvanized std. The face Meet taps and bottoms are bent 90' over the top and bottom nab, The top rd consists of LVL measuring 1.67° x 1.0' high. The bottom ral.k rolled famed 0.021' galvanized steel measuring 1.67' wide x 1.21' high w/ a 1.645" x 3" Tong x 0. 831' piece of pressed Ober bead in the COMM of the steel bottom which is butted to the side stiles & secured w/ (1) 0,5' x 2" wire staple at each comer. The sides of the fate sheet ore roil formed onto the LVL latch ebb and Ponderosa Pine hinge stile which measure 1.67" x 1.0 ". The ife 18r cavity is Ned with polystyrene. The face sheets are glued to the polystyrene. The peels are ranted to receive the Mt & Trinity Lite Formes. The Ate frames are wel glazed on the interior. The are glazed w/ 0.125' tempered fleaddlejtueLSAIRL The sash is constructed from 24G4. (0.020' mil.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to R The ate panels are routed 10 receive the ODL & Tdnly Lite Frames. he Ile frames are wet glazed on the Interior and exterkr. The units ore glazed w/ 0.125' tempered glass. Frans Construction The frames are constructed from Ponderosa Pine lambs measuring 1.25" aide x 4.563' deep. The head jambs are mortised and butt joined to the side lambs and attached with (3) 16KL1. 2' x 7/16° cram wire staples. The wits use on aianbwm bump face Perko threshold measuring 4.041' deep x 1' high. The threshold is altatted to the frame wilt) (3) MCA 2' x 7/16' crown wire staples. Sift I DESCMPTIOH 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AMID NOTES 5 ANCHORING LOCATIONS AND DETAIS 6 A! HOMN0 LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 I UNIT COMPONENTS Division 80' MAX. 0A PANEL FIGHT 81.25' MAX DA FaUE Hew 0 21.125° MAX 0.A D.LO. WIDTH ACTIVE e 63. 25' MAX 0A DDJ.O.. HEIGHT air Ma. 0A PANEL HEIGHT 6' MAX 0A D.LO. WIDTH 63.25' IW1I 0A D.LO. HEIWIT 81.25" MALI FRAME HEAT • .63' 0melsrAa; UHT' 000 l .875' TIP. �TGIE OUIS1ING UNIT s/ SIDBUTES (0X0) 15.5' MAX 0A SIOEUME FRAME WIDTH 14' MAX. 0A FL WIDTH 80' MAIL 0.A, HEIGHT 81.25' MAX. OA FRAME HEIGHT 80' MAX. OA. PANEL HEIGHT 8' MAX. OA. D.LO. WIDTH 81.25' MAX. 0A FRAME HEIGHT 63.125' MATt. OA D.LO, HEIGHT GUELEMIKALI W/ SIDEIITFS (0/00) F TABLE 1: OE l PRESSURE RAIN WHERE WATER NR2.1IMION REQUEEIENf IS NEEDED UNIT TYPE WITH DACE 601.TS MIN OUT SURFACE BOLTS SRN>I.E VI/P10 SODAS (X, OX XO, 0X0) +65 Hef -65 pN +50 psf -50 Del DBE W M SEEMS (XX, OXX, XXO, OXXO) N/A +50 phi -50 psi tol T� era S. Nielsen Florida P. E. No. 41323 1535 Cognroel Street. SSults c25 Rooldedge. Florida 32055 RR arttlicate m lakalrglan NO. 25535 Prepared By: Miff PTC, LLC Phone: 321- 690 -1788 Fax 321 -690 -1789 12 -13-01 s NTS man. BY WLN CM SY: RW ORION xi NO.: S -2105 SHAFT 1 O 8 1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continuous) 4. Test reports on: 1) Tensile Test, ASTM D 638-03 along with marked-up drawings and installation diagram of the "Trinity Lite Frame", prepared by Certified Testing Laboratories, Test Report No CTLA-1078H, dated 10/24102, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002. (Submitted under NOA# 02-1216.09) 5. Test reports on: 1) Self Ignition Test, ASTM D 1929-96 2) Surface burning characteristics Test, ASTM E-84 along with marked-up drawings and installation diagram, prepared by Intertek Testing Services, Test Report No ITS J9906660-001, dated 04/08/1999, signed and sealed by Douglas Tucker, P.E. (Submitted under NOA# 02-1216.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 06/29/2007, signed and sealed by Eric S. Nielsen, P.E. - Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement-letter of conformance, no financial interest and independence, PTC, LLC, dated 06/26/2007, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Notice of Acceptance No 02-1216.09, issued to Jeld-Wen, Inc. (OR) for their Series "Wood Edge Glazed Door w/ & w/out Sidelites tip to 8'4 x 6'8 Outswine, approved on 01/30/2003 and expiring on 08/15/2007. E - 2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0731.01 Expiration Date: August 15,2012 Approval Date: November 15, 2007