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WS-11-455Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161537 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: WALSH, WILLIAM LEE Job Address: 1140 NE 91 Terrace Miami Shores, FL Project <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Number: WS- 3- 11-455 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050010430 Phone: (954)792-4415 Building Department Comments ONE DOOR REPLACEMENT Passed Failed l Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161511. CREATED AS REINSPECTION FOR INSP- 159927. CREATED AS REINSPECTION FOR INSP- 158814. CREATED AS REINSPECTION FOR INSP- 157249. Work exceeds permit. Opening has been altered. Provide permit for masonry work. All missed inspections must be completed. NB SAME COMMENTS NB Buck inspection not completed. Work covered without inspection. NB October 12, 2011 For Inspections please call: (305)762 -4949 Page 8 of 29 Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit NoMS I ( • Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofmg JUL 2, 6 201i J Owner's Name (Fee Simple Titleholder) e k k1 c,nr1 Ge biesi V Phone # Owner's Address R 1140 06 Q dkr City t. � State s Zip 3 953 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 4 0 L8 Q °lre. 1 City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip 5'5 16? Is Building Historically Designated YES Contractor's Company Name NO Contractor's Address 401,0 St.40 3 0 2Are--- Phone # uS &L4_ City a0iLL) 0 0 State _ Zip 333 0 Qualifier Name t,0}�1t1. c a� ^� Phone # "l���cl�,���� State Certificate or Registration No. uOL 11°) Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 9.7°4 OC' iC-1 -Q Phone # t 13/ S`t "V 0 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Describe Work: pair/Replace D Demolition ******** ** *** * * * * * * * * *** * * * * * * * * * * * * * ** Femmes * **�r �/ ** * * * * * * * * * * ** * * **** * * * * * ** * * * * * * ** J Permit Fee $ �J v Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Bond $ Code Enforcement $ Double Fee $ p l Total Fee Now Due $ 16 CCF $ CO /CC Technology Fee $ Radon $ DPBR $ Zoning $ Structural Review. $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Xddress City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AI Il1)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 2 day of A j,, , 20 a t , by At (17An f.L. ()Ott c , day of _L who is p rsonally known to me or who has produced As identi ation and who did take an oath. :1. P Oix 2 12 GQ'�OMM 9gOce p_0 3 °0 ,-' a to Contractor The foregoing instrument was acknowledged before me this ZS who is personally NOTARY PUBLIC: Sign: Print: My Commission Expires: 20 IL, by u tLj rOjd l l own to me or who has produced as identification and who did take an oath. OTARY PUBLIC: Sign: Print: My Commission Expire „ , GQ' c, ssve os e�" dPe• *** *** * ** *�r�r�e:�*** ***** * * ** ** ** � ^, ;******** *** * *** ** ********** * ** * *** ** *** :� +k t t' : ******** APPLICATION APPROVED BY: / 'l 0 Plans Examiner Engineer Zoning (Revised 07/10/07) July 19th,, 2011 SPECIALTY ENGINEERING CONSULTANTS, Inc. Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: 1140 NE 91 TERRACE, MIANII SHORES, FL MASONRY LOW WALL INSPECTION Dear Mr. Burnett: DADE - BROWARD - PALM BEACH Pursuant to your request we have inspected the newly constructed, reinforced masonry low wall located at the above mentioned address. Based on our visual observations, the low wall was constructed in accordance with the approved plans and the Florida Building code 2007 with 2009 amendments HVHZ sections. We hope that you fmd this information helpful and should you have any questions please feel free to call on us. Respectfully submitted Specialty E,pg. eering Consultants, Inc. ,04/Y Gary McDougle, PE D. Adam LeBlanc, EI Vice President of Engineering Project Engineer State of Florida: Registered Professional Engineer: #0056214 Certificate of Authorization: #009217 1599 SW 30th Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561- 752 -5440 - Fax: 561- 752 -5542 5) LINA- DA 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 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING 14)/21-.5/7' 77 OWNER: Name (Fee Simple Titleholder): W � C i `� Phone#: 30 7 S ?_ 69-6 3 ROOFING Permit No. iUS 3 /S Master Permit No. Address: I 16 t/ NE / /egg_ City: / ° . m'n / State: 6 Zip: 3 3 J365./ Tenant/Lessee Name: Phone#: Email: NE q 7-0742_ Miami Dade Zip: 3 3/ 3 E y Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE g-:ity: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT State Certification or Registration #:,c CGC061890 Contact Phone #: 954.792.4415 A2 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Eng Phone #: zip: 33312 Phone#: 954.792.4415 Certificate of Competency #: Value of Work for Type of Work: Description 9f. 211 a a6.i Olka • 3 Pi Square/Linear Footage of Work: DAlteration DNew Repair/Replace DDemolition 5 !S ft Md069,t.tYk'M %d / f1 (1 EJ5-3,. /j -qss- en4J .� NrZ;d ADO it ®; tdlrics ' 1962/191 * * * * ** ** *wax * * * * *** *awe * * * * * * * * * * * ** ** * ** Fees * * * * * * * ** *** s * * ** * * * *** * ** *** * * * * * * * *** ** *** Submittal Fee $ Permit Fee $ 7r CCF $ CO /CC.$ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ IS ) .0n 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, . WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Y. 4, —, '2),--- Y'f Owner or Agent The foregoing instrument was acknowledged before me this day of ARIA—, 20 1) , by U)/L I. i U1 LSl , who is personally known to me or who has produced As�identification and �who �d'd take an oath. NOTARY PITHEYa EY lRJ 1l0i l� �!! `:++9 P;� 011 ., Inc Ale ; no seam ®® My Commission Expires: mat 11/ C14 Contractor The foregoing instrument was acknowledged before me this aai day of A f a/ ) , 20 I f , by 1 J6 r who is personally known to me or who has produced 111111111111111 Wag altiar Comm# 0D0866667 roe 8/16/2 Sign: Print: -� w[, "� ` ! VICW My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ,doelf Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION INI ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. EIIIIWOMWAXIM INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2007, W/ 2009 AMENDMENTS, BUILDING CODE AND ASCE 7 -05, 146 MPH (3 SEC), EXP. C. 6" MN. .' CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS 4070 SW 30 AVE HOLLYWOOD, FL SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 S{ti 30th AVE. SUITE 20 BOYNT N BEACH, FL 33426 DADE - BRO *ARD - PALM BEACH FL CA. #009217 NOTES 1. ALL STEEL REINF. TO BE GRADE 60 Ksi. 2. ALL CONC. TO BE 3,000 PSI @ 28 DAYS, 6" SLUMP MAX. 3. EPDXY TO BE 2 -PART SYSTEM LIKE HILTI HIT HY150. 4. PLAN IS FOR THE REPLACEMENT OF THE EXISTING KNEEWALL LOCATED ON THE NW CORNER OF THE STRUCTURE. 5. FILL ALL BLOCK CELLS 6. NON SHRINK GROUT TO BE APPLIED UNDER EXISTING EXPOSED FLOOR TILES. 7. STUCCO FINISH TO MATCH EXISTING 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. 96 "x81" OPENING (OPENING SIZE DOES NOT CHANGE) 01 8' -0" 92" (2) #5's FOR KNEE WALL I....._......._. , MIN. LAP SPLICE OF 48 BAR 0'S I NEW KNEEWALL W/ (2) #5 DRILLED AND EPDXIED INTO EACH END MIN. EMBED. 6" MIN. LAP SPLICE 48 BAR O'S •R • . • • N • • • • • • • • • • • NEW KNEEWALL :ELEVATION• SCALE: 1/2 • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • •• •• • ••• • Z \Design 2008\ Projects \FloriclaHomeImprovement \Walsh, ms\sWR flia_walsllaag, 41o/2011t08:077M NEW #5 IN FILLED CELL DRILL & EPDXY INTO SLAB MIN. EMBED. 2" uJ11-4&S SNOILVUiDAI UNV salmi AiNnoo (INV _11V t #5 DRILLED AND EXPDXIED p rot 30NVndwO is t 1 T COLUMN(S) MIN. EMBED. 6" 1d30 9019 .d30 ONINOZ 2) #5's FOR KNEE WALL MIN, LAP SPLICE OF 48 BAR O'S KNEEWALL NEW #5 IN FILLED CELL DRILL & EPDXY INTO SLAB 4" MIN. EMBED. 2" NEW #5 IN FILLED CELL DRILL & EPDXY INTO SLAB MIN. EMBED. 2" -co & #5 EPDX(IN FILLED INTO SLAB CELL -. MIN. EMBED. 4" NEW #5 IN FILLED CELL DRILL & EPDXY INTO SLAB • MIN. EMBED. 2" EXISTING KNEEWALL PLAN SCALE: 1/2" = 1' -0' • C •• • • •• • • • • • • • • • • • • •• • • • •• •• NEW KNEEWA SCALE; 1/2- = 1' -I: • • • • •• • •• • • • • STEEL PIACEVENT .: • • • ••• • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • ••• r ilir Miami Shores Village 1" �'/ Building Department MAR 1 4 at 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): B'(:--- Permit No.VC 1) 455 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) O(Ll, ( ANN L. WA L S I-4 Phone # 30C-'45" Owner's Address i ('(O AE. ( 1• : - . City I Pr rn' State Zip 33 ■3TD Tenant/Lessee Name Phone # Job Address (where the work is being done) (4 0 AE TC City Miami Shores Village County Miami -Dade Zip 313t5 Is Building Historically Designated YES NO Contractor's Company Name Tom. P o IYYC In-Pat) T• Phone # C'1S ° -4c17 ° 4i4.411- Contractor's Address 4O 3001 Pc0E. City Lx f tia30 D State i-- Qualifier UP 'f1J€ Zip '3331a Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit "°"' Square Footage Of Work: Type of Work: ['Addition ['Alteration f New ® Repair/Replace ❑ Demolition Describe Work: R.E PSG- g M PA cr Submittal Fee $ Permit Fee $ //o 0 CCF $ Notary $ Training/Education Fee $ _ . Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this 9 day of M POOL 14; 20 I l , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: sign: ' OPARY PtY ue l a�.1 ® Sign Danel Luis Guerra "" ��A omission r D751938 Print: panel Luis Signature Contractor The foregoing instrument was acknowledged before me this 9 day of M L — ,201 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC-STATE OF FLORIDA e s Guerra Print: '""r Expires: JAN. 24, 2012 � Ccmmissioa �DD751938 � � �•" TU 1 A7`1 Tle BoNnu G co., INC. 24, 2012 My Commission Expires: RL'A1'LA„1TlCB G 9:******** sksY�k4Y9c •Y******** *4c &:Y3c3c** ** ** ** *Je:k�Y�Y9rk4******C � de*** kk: Y**** 4cde* �ksY**** zk* ***** **�Y3c:Y*** *****4c�Y�Y�Y�Y ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Expires' AN My Commission Expires: , J M C E • APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST POSTED ON THE JOB SITE AT 11ME OF FIRST INSPECTION PERMIT NO. al 9 fAX FOLIO NO. II' 3a0S• 001-0430 STATE OF FLORIDA.. COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1111111 II1II 111111111111111 lll11 Illll 11111111 CFN 201 ]1.8.0165837 UR Bk 27617 P9 1806; (Cps) RECORDED 03/15/2011 09:45:39 HARVEY RUVINr CLERK OF COURT IIIAIII —DADE COUNTYr FLORIDA LAST PAGE } /� r�Space above reserved for use of recording office 1. Legal descripti of property and street/address: W PVTIE l'LSE06 E PeA -1 '1 I • Lot VP,- 1 a • Bt,K 2 rM- Lit leg- rn1Ai(Yll , fit_. 33138 2. Description of improvement: .'D(=>CK (L . 3. Owner(s) name and address: U) II,Lt PrM L . LSH .11t(O h1E IAtm, FL. 3 3I 3e Interest in property:'OtO f3EtL . Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 -792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other docume = be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive = copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date Is 1)ear from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Bynatu s) of Owner�� Autho r/Director/Partner/Manager i , _ ® 1 Print Name ()1t,.LtAM L. ttALS14 Prriint Name (401Q .S4) ® ATE Title/Office Wks/ 33312. STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By (b I l.Lt A M L. 1A3ALSti- ❑ Individually, or ❑ as for ; Personally known, or S] produced the following type of identification: Signature of Notary Public: Print Name: ewJE Title/Office day of tA Nazi* (SEAL) VERIFICATION PURSUANT TO SECTION 92525 FLORIDA STATUTES Under penalties of perjury,) declare that I have mad the foregoing and that the facts stated in it are true, to the best of my knowledge and bell Signature(s) of Owner(s) or Owner(sys Aujljorized Officer/Dirregiedraartre NOTARY P(TBLIC -STATE OF FLORIDA ""'••., Danel Luis Guerra ef. �,, , `�Expiiress :TAN 2452012 BONDED TRW ATLANTIC BONDING CO.,INC. Manager who signed above: By By 123.01-12 PACES rum STATE OF FLORIDA, COUNTY OF OADE ° ^� I HEREBY CERTIFY that this is a true copy of the Atrggd rn this office on day of (15.2n1 ,AD20 +VI1 NESS my hand and Official Seal. HARVEY RUVIN, CLERK, of Ci it and County Courts ®Y D.C. c6tkin\Y 8 1 clzY) rya 1• 1 Change out 0 windows and 1 doors no size modifications Mark Type SGD William Walsh 1140 NE 91 Terr Miami Shores, FL 3/9/2011 W H 96 80 0 -1l`fib Cvot"5e- 1-3eA 7 05 C &C _HVHZ Walsh_3057576763.xls 1 of 3 Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 ieJ mia y ngineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 Home Owner William Walsh Contractor Florida Home Improvements Address 1140 NE 91 Terr 4070 SW 30 Ave Location Miami Shores, FL Hollywood, FL 33312 Date 3/9/2011 Specialty Engineering Consultants, Inc. MARK Window /Door SGD, mull WIDTH (in) HEIGHT (in) Window /door replaced? (y /n) Product Approval # Allowable pressure see NOA Req'd Wind Pressure, see calc's Shutter required? (y /n) Product rated for impact? (y /n) Comments ( +) psf ( -) psf ( +) psf ( -) psf 1 SGD 96 80. y FL 7858.1 60 60 43.8 57.5 n y Den NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change in rough opening size(s) were made. The existing opening is not to be modified. 3 All door frames to be attached through existing wood bucks with a 3/16" diameter'Tapcon" screws minimum embedment into the concrete /masonry shall be not less than 1 -1/4 ". Quantity and spacing of fasteners shall be in accordance with the NOA and/or manufacturers specifications. 4 Shutters or impact resistance is required in accordance with the "Existing Building Florida Building Code" section 507.3, "area replaced is greater than 25% of total aggregate area ". 5 Wind design pressures are calculated in accordance with ASCE 7 -05, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not impact our calculations. If there is a substantial difference, then notify this engineer for a revised plan/calculations. 7_05_C &C _HVHZ Walsh_3057576763.xls 2 of 3 deity Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 Component and Cladding Pressures, Wall and/or Window components in accordance with ASCE 7 -05 w/ mean roof height < 60 ft Home Owner Address Location Date William Walsh 1140 NE 91 Terr Miami Shores, FL 3/9/2011 Contractor Florida Home Improvements 4070 SW 30 Ave Hollywood, FL 33312 Specialty Engineering Consultants, Inc. Zone 4 Unbreached Zone 5 Unbreached Opening Mark width (in) height (in) Effective Area of component (2) GCp (positive, 4 &5) GCp (negative, 4) GCp (negative, 5) P positive P negative P positive 1 48.0 80.0 26.7 0.93 -1.04 -1.28 43.8 P negative -57.5 V (mph) Building Category Exposure Length of Building (ft) Width of Building (ft) Mean Roof height (ft) Kz Kd Kzt pitch of roof theta qh (pst) GCpi al a2 a3 a 146 Wind speed Fig 6-1b, pg 35 1.0 Importance Factor, page 77 II Table 1 -1 pg 3 C 6.5.6.6, page 25 -26 59 39 15 0.85 Table 6 -3, note 2, pg 79 0.85 Table 6 -6 pg 80 1 6.5.7.1, page 26 3/12 14.0 degrees 14.0 degrees 1.0 Reduction factor for slope of roof 39.37 Velocity Wind Pressure @ mean roof height 0.18 -0.18 0.55 3.90 10% of width 1 5.90 10% of width 2 6 0.4 *mean roof height 3.90 End Zone distance -0.55 7_05_C &C _HVHZ Walsh_3057576763.xls 3 of 3 P : =q h \GCp- GCp 1) ecialty Engineering Consultants, Inc 1599 SW 30 Ave. #20 Boynton Beach, FL 33426 Gary McDougle, PE FL PE# 0056214 FL CA# 0009217 r�tt6�et'�ur'�tt�nE .PROPI CCCC CC CCCCCCICCCC ICCCCCM CCC ......�MWMW. ..MMOI �■�1■MMMINI.... �...Nn...1■.IIIMMEIMMMCC,f < OMMMU�.�iMMIN .■uIEW 4•m•..IM...M...MU....MU... �o...M•..r....■Iw. cC�....I•V.MM mmmm ..,#..c ■.......mmmom ■ muumuu. .1[�B? 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C ® C NMINU ERE C` ENIMCCC l�C3 MEI ..................I ..... 0 0 o X LL lorida Building Code Online BCIS Home h log In I User Registration Coniraiunii~ Affairs Product Approval USER: Pubs User hitp://www.floridabuilding.org/pr/pr_app_dtlaspaparam=wGE'VX... Hot Topics Submit Surcharge + State & Pacts [ Publications FBC Staff t BCi$ Site Map 1 Links ? Search fautpct ARprovai Menu > MRd413.4014/1kation. [sh > A.PA.kiF »n Usk FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre miafevre @cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph@cws.cc Exterior Doors Sliding Exterior Door Assemblies, Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL7856 R2 COI 5104¢ A Standard AAMA/WDMA /101/I.S.2/A440 -05 ASTM E1300 ASTM E1886 -02 ASTM E1996 -02 • • _► tem 2005 2002 2002 2002 1 ^91 12/1'1/21]1(1..4.3(1 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved m is of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missle dp = +/- 60 psf (96" x 96 ") Impact. http : / /www.floridabuilding.org/pr /pr app dthaspx ?param--wGEVX... PAT/TAS 201/202/203 1994 Method 1 Option D 09/12/2008 11/10/2008 11/13/2008 12/10/2008 Model, Number or Name Description 8900 Vinyl SGD 8900 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 60 psf (96" x 96 "). Installation Instructions FL7858 R2 II CWS -165A (SGD -8900 Imeagt XO 8080) odf Verified By: Luis Roberto Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL7858 R2 AE 510463A (Eval Rep X0 8080) odf FL7858 R2 AE DuPont SGP NOA 07- 1116- Q4.odf FL7858 R2 AE Mikron NOA 06 -1220 01.odf Created by Independent Third Party: Yes Department of Commu yAffaks Florida Bu8d00 Code 0,440 Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000.2010 The State of Florida. All rights reserved. Privacv rtatamnnt, I CapytglitStatemeat 1 Aaessll v Statement 1 pbe -b Snftwara I Custamer Service Survey I Contact US Product Approval Accepts! vaACta$ ?rvarsd Tt• rrl rod! nf7 12/131201.11 4-30 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Custom Window Systems 1900 SW 44th Avenue Ocala, FL 34474 Engineering Evaluation Report Report No.: 510463A Product Line: Series 8900 PVC Sliding Glass Door — Large Missile Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913 -72.070 method 1(d). The product fisted herein complies with Requirements of the Florida Building Code. Product description: SI'siing glass door manufactured out of extruded PVC; frame is straight rte, coped and assembled with four (4) screwrs through each jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document: drawing number CWS -165 Revision A, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 33421, signed by Gerard J. Ferrara P.E. National Codified Testing Laboratories, Orlando, FL AAMAIWDMA/CSA 101/LS.2/A440 -05 Design pressure: ±60.0psf Water resistance: 9.0psf ASTM E1886 -02 and ASTM E1996-02 ASTM E1 8861 E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM El 886/ E1996 Cyclic Load Test, i6Opsf design pressure • 3. Test report No.: NCTL 210 - 3342 -1A, signed by Gerard J. Ferrara P.E. National Certifier Testing Laboratories, tlriando, FL TAS 201 -94 Large Missile Impact test TAS 202-94 Uniform Static Air Pressure. ±60prif design pressure, 9.0psf Water test penetration TAS 203-94 Cyclic Pressure Loading, *60psf design pressure. 4. Anchor calculations, report number 610112A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions Ouse: • Maximum design pressure: t80psf • Maximum unit size: 95 W x 9514" • Maximum panel size: 48 3/8" x 92 718" • Maximum D.L.O.: 41 Y4" x 85" " • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard Ilte — air - laminated inboard lite consisting of 1/8" annealed - .090 Dupont Sentry GlasPlus interlayer --1/8" annealed .per ASTM E 1300. • Dupont Sentry GlasPius interlayer per N.DA. 07-1116.04. • Approved configurations: OX, XO • This product is rated to be used in the HYHZ. • This product is impact resistant and does not require impact . protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. C6- 1220.01. Installation: • Units must be installed In accordance with approval document CWS-165 Revision A. 1ga`i�1�4 .tiI roc +li Certification of Independence: a� o•mfi• ' Please note that I don't have nor will acquire a iinant�l interest in any company manufacturing or. t ` °•; ^ '- product(s) for which this report is being issued. Also, 1 don't have nor will involved in the approval acquire a finartdal #nterest�,��� A: • a� � �; Q �a; ' pprova process of the lister producf(sj. t"R ,:tall <Fsts Ao.•''': 1 of 1 Luis R. Lomas, P.E. FL No.: 82514 10/24/2008 SLIDING GLASS DOOR (LARGE MISSILE IMPACT) RUC MAX. UNIT HMGHT INKEMCIAMBRO GENERAL NINES & ELEVATI 1 ANCHOR SCHEDULE & NOM_ -_2 DP CHART& GLAZING DETAfl_.._.3 SECTION V —4 EXTRUSIONS B LOP 8 INSTALLATION DETAILS---84 PVC mlPACT ; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE RORIDA BuILDINet CODE', CURRENT EDITION. 2. SLAMS DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: *OW , 'W. 4. DESIGN PRESSURES: (SEE TABLES SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 1300. •POSi1 E DESIGN LOADS BASOD ON MISTED PRESSURE. WATER 1NFLTRAIION TEST PRESSURE, AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE331,, 3% STRESSINC REASE3 6. 8NOTBEENICEDINTHEDESIGNOF1HI SSPRODUCT. SEE SHEETS 8 - 8 FOR ANCHOR DETAIL. IL PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NGTL -2110.642 -1A. S. SERIES I MODEL DESIGNAnoN SGD49011 10. WOOD BUCK OR STUD F i1AJ11I1CG TO se DESIGNED AND ANCHOi ED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OUDK 011 FRA36 G IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. I I. THE DESTINATION K AND .O STAND FOR THE FOLLOWING: X.OPEMBLE SASH, O•FIIED SASH. • 12. SECTION CAL LOUTS APPLY TO ALL CONFIGURATIONS. _ UPDATED PER NEW FED REOU@IEM21TS J 5110418 •a® '', %s d ` A1f PAOPROTAAYAND60I�AMIL � THE INFORAWSONOZAWANEIIN ISISRASAO MISS SOLE mom. Ls lo�-^ $ 4 M NOCAN SYMMS. 4K. ANYNEPODUOTION M PART CP AS A WRITTEN P IdOSO:WDIDOW NAES INC. IS F.`Mamas cs h a •. 9442—WIFICOWSSTEAS ° IMO 44TH AVE. flat i- � A. FLORIDA 34474 - s or, D�'4C" D4 • fiy dl.,f1 {1;C��t .� - ,. +T AL.* o. 'IJ; SB OF8 18.00U MAXO.C. NOTES: 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. 2. SHIM AS REM AT EACH SET OF BCSTALLATTCNI ANCHORS USING LOAD SEARING WAS. MAX ALLOW/JAE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 2, LOAD BEARING SHIMS SHALL 82 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4 3/16 DIA. ELM TAPCON MASONRY ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1A4' INTO MASONRY THRU FRAME CAI THRU 1 BY WOOD BUCK INTO MASONRY. A MWIMIAd EDGE DISTANCE OF 2112` SHALT. EE ACHIEVED. S. in WOOD SCRSW ANCHORS MUST BE OF MOMENT FIpENT•LENGTH TOACHIEVE A MIN. EMBEDMENT OF 13/8' INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL.IOINT BEAM SEALANT: 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A COIIROSON RESISTANT MATERIAL OR COMM. M. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S IN8?ALLATON INSTRUCTIONS. AND ANCHORS SHALL NOT BE LIED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR OAPAC IVES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.I2 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.208 PSI. C. MASONRY - STRENGTH CONFORMANCE 10 ASTM C-80. GRADE N. TYPE 1(OR GREATER). naRYANOCArlII. ne INFORIAMMN comm alms moan sue AOEPHOP81ItlO ►1OI1��s y y WNxW 6YST(Ml$. ma, MNl 0UO110t1 NVARTORAS AWHOIEWIT UTE- WR1E POWAIWON CP CUSTOM WIN SWIM. 114X.. PROMOIWZ • ' e l X 4 v� J A UPDATED PER NEW PSC REQUIREMENTS 103/1 rg • a • ar. � .. , ' i tflP;: c •' •, s • SW 44TH AVE. FLORIDA 34474 .CHOR SCH & NOTES -LARGE MI EMP 78 5-1 2 OF 8 WID111 (IN) 60" 72" 72" HEIGHT (NI) CONFIG OX -10 01 10 +60/-60 *60140 +60/-60 4601-60 *601-60 90" 96" 4601-60 +60/-60 4601-60 +60 / -60 +60 / -60 *601-60 +60 / -60 401-60 +60 / -60 460/-GO 440 / 40 460 / 40 NOTE: IF SIZE NOT SHOWN,. USE NEXT LARGER SIZE PoPERLI. 3/ir TEMPERED- Er AIRSPACE stir MINCED MASS W ANNEALED atar ANNEPLED A UPDATED PER NEW PG REQUIREMENTS sz- ....-- ..,.,„s„, -- ,..,-,-- .... ... - . ,.. ?...1 'r-"4' THE WORM CONEANtill to Ins %Karma urn las= PROPRIETARY MG CONFAMMAI. . A: . ' ..`'. 01941941-0 Maki : MOM 0.10. AMVIEFRODUDTION IN PAW MIAS AslrucLwour. WititMXPERP/MISKINOP CUIVONIVNN00411 SY8719.613.INC-13 . u ' ig'..- , • • A., • .. • 900 SW 44TH'AVE. RORIE% 34474 P CHART & GLAZING DETAIL- LARGE MISSILE IMPACT 718.42008 WS-165 OVERALL wirr mom PITERIOR OVERM1 ONO' MORT satin rffle (SEE PAGE a) 111 I a, • iji 1:211mL:11 Ottd 0 k mci II I IAA." I`low in116 MICALAMMEralat acreiMERA4gWarintlts_ RIGHT SIDE SHOWS FIXED PANEL Wes/Mr, NG SEG Head MINIM WI, PVC OUTER FRAME- GM ALUKRP_INFORCEMENT 1501 soss-rs ASS PVC ANTI-LIFT OUT - COS SASS Panellak.Oper.. PVC, SOD ALUALREINFORCEMENV 1S91) ASS essa-Ts PVC PANEL INTERLOCK - 6034 Ott, C. SGD PVC INTERLOCK SNAP -6035 V414-04UNG:w32 PVCWELD SUPPORT.. sots 2.Sis vENT$ FULLY WELDED PVC TRACK FRIER -SA UELJIIII • r w-c-- • "116.11MENII= MUM Cil•1111=1" iiECEBI EZII IN= 1113111111111111111 2.819 ALUM WED PANEL =VIM - two Awea HOWSE ADAPTOR SOSS-TS 60113-78 A UPDATED PER NEW FEED REQUIREMENTS 1 mama PVC PANEL INTERLOCK - 6033 PROMETART MAD ODINIDEMIAL . : V%*(74$ nE1141.0111MTION CONTAKED 114 MISONAWING IS DIE 801.£PROPERP/ Clt t L WON:IN SYSTENs,Dic,Awnsmaucnors Amin-ran As Awl ISLEwmauTars • n. No. 14 WRITTEXPEAUSSION OF =UN WINDOW WARM ING.ISPRDNIEMEtr 9 * . ;43; .** 80, "5• • S!n 7047,' c= st, o4,03\73. - "."•, ge. ° ' • (MD EMBEDMENT) BYCO� . CAULK BETWEEN B1OK AND OPENING BY OTHERS CONCRETESAASONRY BY OTHERS �BAIN. D T) ISCIERTOR FINISH BYOiHEFIS BY • ULK DOOR FRAM HEAD —1141332E2114 2Mr- -1 P d• �►°P PURIM CAULK UNDER ,f Y HEAD BY INSTALLER DOORFRAME SILL MLR BY INS• T�ALLER/DO NOT COVER WEEP HOLES LUZ (MEL EDGE DIT.) uw A. • d II�,�1 l�� ff7r6. rr YERJ'ICAL SECTION Ta 271!6' 1( °v VP• MAXEBIIM SEE NOTE 2 a 3 SHEET 2} CAULK LIMIER SCREW INTERIOR HEAD BY INSTALLER FIXED 1M 6MBEDM SCREW INC MAX SHIM (SEE NOTE 2&3 SHEET2) WIT TAPCON I8 IT w2'TEK (MIN OAIN E ▪ ET ME NT) BY cONCREFEETASCHRY OTHERS INSTALLATION ANCHOR. 9N8' MASONRY ANCHOR Yd 112 FLAT WASHER 1 BY WOOD RUCK � p 27118 DYOTHE RS m b 2 9SHEET'2) 78YWG DHU H BY OTHERS INETAU ATION ANCHOR, 3/16` D1A. MASONRY ANCHOR a 112' FLAT WASHER GATL.K m∎ DER SCREW HEREBY INSTALLER MOM IEIO,RRIBE SILL. BEAD OF CAULK BETIYEEN HILLI.RISE BBL AND FRAME BY INSTALLER PISTAL ATION ANCHOR, Efir 01$6 FIAT WASHER ANGmR a vr SYDOERS • 4� • t, 6 27116' 1i (P EMBEDMENT) INETAUATION ANCHOR. 9118 DIA.!EMB HYANCHORA 112' FLAT WASHE DOOR .IA FRAME PE INSTALLER ECTE UOR FINISH • BY OTHER EMBISIB CAUU.K WIDER SCREW HEAD DY INSTALLER HORMONTAL It= DOOR FRAME ams CAIRK BETWEEN.BUcK OTHERS AND MEMO A Mum EDGE DIET. .Q PERIMETER CAULK ir4 S SY INSTALLER E) ERKOH a EXTERIOR FINISH — STUD-ERE A UPDATED PER NEW FBC REQUIREMENTS t 08/10!08 HOLD ANCHOR CH 2.450 - aTNDOWMTSIDAS SOD SW 44TH AVE FLORIDA 34474 PR INIMINSYMB10011F10113MAL T1PENFORANT NOCWAINE0WTI880WYIGISTHE&R}IR PROPEti1fQK' WHOLE Wf:En1 0PC YYH0001 SYSTEMS. INC. BP TR.•I• ,F•• • • 702008 ' 165 8 0F8 r FIXED PANEL CLIP SCAM (h IN. EMBEDMENT) kr MAX SHIM WEE NOTE 2 3 SHEET 2) IttO WOOD SCREW Se X3/4TEK CONDRETSWASONRY BYOTHERS EXTERIOR SHEATHING BY OTHERS 2 BY WOOD aucx BY OTHERS CAULK RETINEEN RUCK ANTI ORENDIO BY 0114F.RS CAULK IJAMIER SCREW READ BY INSTALLER DOOFI FRAME SILL BEAD OFCALAX BETWEEN HOME SILL AND FRAME BY INSTALLER A UPDATED PER NEW EEC FIEQUIRENENTS FAT PRE PUNCHE1 AT1ON TO 2.450 HOLD ANCHOR ...... 27118- • AP • 4114' • • me woman.= comma ibt mos mutton urn IE saa Faltir1tf."3 swam. sysmts, wa. Aar naworarcnou ea PAgtORAS (MICAS R. RNo. 525i4 FRORRELAITT ARtmoRDSBRIN. ■•- WRI1191PERLOSSICINOF MORN %WIDOW SYSIELS.1810.18 930 SW 44TH AVE LA, FLORIDA 34474 't:TALLATION ETAL IN 2 BY BMX - 'ARSE IMPACT 1.“1..2.T.:1.vs1111111a 111- 7/812003 S-185 70F8 1317}_ (WAL mAx E MOTE 2 3 SHEET EI r c FIXED PANEL. CHF SCREW 2 BY WOOD BY OTHERS BUCK lac AL4X SISM (SEE NOTE 2a3 SHEET2I 13 (M0L EMBEDMENT) 010 WODD.EGREW ExTERIOR SHEATHING By OTHERS INSTALKATKM 610 WOOD SCREW 1PCPLAT WASHER zaBE WIN. EMBEDMENT) .ex3I4TEK EcEMOR FINISH BYOTHUIS Ao'j!_ — rte � AI* 1 ll,'�I _ i PERIMETER CAULK INSTALLER CAULK UNDIZT SCREW HEAD BYINSTALLER CAULK UNDER SCREW — HEAD BY EISTALLER EISTALLA'11ON ANCHOR, 3113 DIA. WOOD SCREW & IFZFLAT WASHER VW �OT► BULB PERIMETER CAULK EY INSTALLER • DOOR FRAME READ flECESQH 1L4 MAX. SHIM SEE NOTE 283 SHEET R) CALIM UNDER SCREW HEAD BY INSTALLER CAULK UNDER SCREW HEAD BY INSTALLER HK3HR ESLL DOOR FRAM SILL B Y>NSTAU.ENDO NOT COVER WEEP HOLES �� ���"Iliii�i'ilrrA_;r {I. 4 44s •a RME BAN EDGE DIST.I - VERTICAL SE'CTION FRAME (WOODI BCTERIOR FINISH LW OTHERS By EC(T SHEATHING BEAD OF CAULK BETNBEN HK3HRBSE sal AND FRAME BY INSTALLER INSTALIATION ANCHOR, MIS DIA, MASONRY ANCHOR 8TJ2•FLITWASHER 4V. BY °THEM °DI 6 TAW .>M9wMEN I 2 T718• • LF1KOA�NTAL SECTNTN DOORFRAME •. PERIMETER CAULK i o4 BCTERIOR ROSH BY OTHERS C EEYx SHEATHING A ( UPDATED PER NEW FBC REQUIREMENTS 0J08 FEPARATION TETHAT PRE PWN CHE ' LES HOLD ANCHOR iiTO2.450 . \� vmre+ ++ 4 PACORMTAIWASIDCGIVIDENIIM. " a• .. ii Cp'•. ". Tie laRosiATEN CONT'AIYED arnanA meal R THES61.EFRoFFATYOR II INETENS. KO. FS.IIS WVIDI DFcusitedvilla:OW 61111018. INC. MISSILE BOAC" •FL. 80F8