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RC-11-19-2844, 94 NW 95 St1 I 'ANN UI r �. Titv Auialni BUILDING DEPARTMENT INSULATION CERTIFICATE Revised 03-13-2015 Building Permit No: P l—! :9� Project Name Project Address: TV /{%Lf) �� /4� -H-6 Arr". 3 3fszr STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the THERMAL INSULATION installed in the above referenced project is in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and Plans, and is in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (Circle the applicable items). 7) Exterior CBS Walls Insulation: R-_ (Min.) Thickness: inches) Density: __Ib/ft '2) Exterior Frame/Metal Stud Walls: R-_ (Min,) Thickness: _ - inch(es) Density: Ib/ft 3) Exterior solid concrete walls: R- (Min.) Thickness: _ - inch(es) Density: Ib/ft 4) Interior walls separating A/C from non A/C spaces insulation: R (Mir,.) Thickness: inch(es) Density: Ib/ft Material: Mfr: Material: Mfr: Material: Mfr: Material: Mfr. 5) MULTI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masonry walls. See FLORIDA BUILDING CODE 2010— Energy Conservation, Section 402.2.12, These "minimum levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. 6�eiling insulation: R- 30 (Min.); Material: .5FARy , ,Ct94At f .pCA) G ea_ Thickness: 97 rf inch(es): Density: ',7 •0 Ib/ft: Mfr 014 5F Note: Do not use this form for lightweight Insulating concrete. Installed by (select one): Insulation Contractor I�A&rr. -fin 3- (company narne) (CC number) __12�Ay(, Pu.ia e ae 0.gV (contractor's name) + (license number) 444 (contractor' I '(date certified) General Contractor / Builder (company name) (CC number) (contractor's name) (license number) (contractor's signature) (date certified) SWORN AND SUBSCRIBED before me by ► L-mot " being personally known to me , or having produced as identification and who being fully sworn and cautioned, states that the fare oine is true and correct to tine best_p,f_h,iy(her knowledge and belief. Signature Notary Public: NO Y,,Sy LIC u" of FIoride My Commission Expires: tml tD4 '7Ay2S� a° Rivas fAy C My Commission HH 131081 mod' Expims 07/0412025 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 M MA Ar; BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 F BC 20 BUILDING Master Permit No.iZ-L PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NW 95TH ST City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-301-034-0090 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): NICK GARCIA - IMMOBILIEN LLC Phone#: 720-297-5338 Address: 7602 NW 2ND COURT City. MIAMI State: FLORIDA Zip: 33150 Tenant/Lessee Name: Email: gnd2@msn.com CONTRACTOR: Company Name: ELI PRESSURE WASHING CORP Address: 7118 NW 38TH ST City: CORAL SPRINGS State: FLORIDA Qualifier Name: DENNIS MAURICIO MERAZ State Certification or Registration #: CGC1514701 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State "- Value of Work for this Permit: $$e' r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: ADDITION, FLORIDA ROOM Specify color of color thru the: Submittal Fee $_ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ Phone#: Phone#: 954-882-0071 Zip: 33065 Phone#: 754-484-1459 Zip: ❑ Demolition CCF $ CO/CC $ - DBPR $ Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised 02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State am sm 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. r.; Signature . Signatu OWNER or AGENT The foregoing instrument was acknowledged beforaCme tbis— day of ( 20 by i' ) i C- 1 C, ! C L*o is personallyknown to me or who has produced k 2 Q 7 identification and who did take an oath. NOTARY PUBLIC: W-� Sign: n Print: "Yr Seal: ing iy(strument was acknowledged before/me this d4 cf i"IA p—\ ZO ._, by � I --� u, � , � ; who is personally known to 0me opwho has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: T.'3LAD: • �;;rrm�svcr = GG 3' 1' S2 a - na;�r., a_� ;: �t=.c o` -:ortca ******************** ,,,,�•��ar' ** r�* �*'+`f�l�.�ik�*p+*a�,a,� ******************** red>w�***raar�k�aeR�i��n+�*s��4** ******* 'W toi3orCe �E� 2023 ,JtPC tn, Asvr. APPROVED BY tans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 LZ ROOFING AND CONSTRUCTION LICENSE CGC1329407 1830 SW 5 ST MIAMI FL 33135 305-717-8317 CONTRACT 4/5/2020 To: NICK GARCIA 94 NW 95"H ST MIAMI SHORES FL 33150 . . .... ...... ...... .... ..... . ...... .... . .. ..... ...... .... ..... .... .... ...... . . .. . .... % We hereby propose to furnish all labor, materials and permits necessary to complete build addition Job. All work to be performed in accordance with the Florida Building Code. SITE LOCATION: 94 NW 95 h ST Miami Shores Fl 33150 SCOPE OF WORK HOUSE 1 Sheet Rock 2 Finish 3 Impact Windows and Doors 4 Replace/repair Trusses front porch 4 Open up and reinforce entryway between kitchen and living room. NEW ADDITION - I prepare land to make foundation 2 Install pvc pipe for drain toilet and laundry 3 set concrete. 4 make exterior wall in concrete block. 5 Install trusses. b Install ply wood 5/8 7 Install 30 roof paper 8 Install base 75 roof paper. 9 Install 30 drip metal 10 Install torch roof paper 11 Make partitions 12 Install walls insulation 13 install drywall 14 Make drywall finish 15 Run plumbing for toilet,sink, laundry and water heater 16 Install door and impact windows 17 Install tile 17 Impact Windows and door 18 Clean up every day work areas PRICE AND PAYMENT SCHEDULE: S 54,000.00 for the total job . . .... ...... • .... . .. ..... •. . •••• 0000 By signing this contract all parties agreed to the terms listed above between LZ ROOFING AND CONTRUCTION as contractor and Authorized person by Nick Garcia as owner. Authorized signature: Date: ..- Authorized signature: ' Date: L4 - .... ...... .... ...... .... ...... 0002 034312020 NICK D. GARCIA 94 NW 95 TH MIAM1 SHORE 8 rorAL S f&mI Shore Prop~1 ♦ 2 us UreAiOfs t ow psr»t ,noupr nbn r rc4u �a ?nu e.w[-c � .n. pbH iax r vtrr ea n0! i>KI .r�sr:ny trey t �% � 2- i A KOOL SAVER INC 4611 NW 74 AVE MIAMI, FL 33166 (305) 403 85 56 Fax (786) 401- 63 39 MECHANICAL CONTRACTOR CIVIC 1249271 A KOOL SAVER • • ...... .... ...... PROPOSAL FOR DUCT WORK • • • : • • • .. ...... PROJECT NAME Nico Garcia DATE March 17th, 2020 LOCATION 94 Nw 95 St ...... .... • ..... EMAIL .. .. .... ...... • PHONE # (720) 297-5338 • . . .. . ...... BRAND Luxaire TONS 5 Tons SEER 16 Seer • • *ego • SCOPE OF WORK Refrigeration Lines Condensing Lines Floating Switch Supply Plenum Seal Foam Electric Lines Tie Down Concret Pad Rewire Air Supply Flex Air Supply Duct Board Exhaust Fan Labor 50% Down payment TOTAL $8,600.00 50°% After the job is done REBATE $150.00 TOTAL S9,00.00 You have a $150.00 rebate from the factory for choosing Luxalre All work is performed in a proffesional workman -like manner and up to the state. engineering or heat load calculation costs, if needed. v changes and are not included in this proposal. contract is signed. V The total price includes labor and material WARRTY: 10 Year by the Manufacturer / 90 days in labor and material Permit nd associated Fees are not part of this proposal SIGN Tl E OF AGREEMENT DATE: 41 �V LZ ROOFING AND CONSTRUCTION LICENSE CGC1329407 1830 SW 5 ST MIAMI FL 33135 305-717-8317 CONTRACT 4/5/2020 To: NICK GARCIA 94 NW 95 ST MIAMI SHORES FL 33150 . . .... ...... ...... .... ...... .... . .. ..... ...... .... ..... .. .. .... ...... . . .. . ...... We hereby propose to furnish all labor, materials and permits necessary to complete build addition Job. All work to be performed in accordance with the Florida Building Code. SITE LOCATION: 94 NW 95" ST Miami Shores Fl 33150 SCOPE OF WORK HOUSE 1 Sheet Rock 2 Finish 3 Impact Windows and Doors 4 Replace/repair Trusses front porch 4 Open up and reinforce entryway between kitchen and living room. NEW ADDITION I prepare land to make foundation 2 Install pvc pipe for drain toilet and laundry 3 set concrete. 4 make exterior wall in concrete block. 5 Install trusses. 6 Install ply wood 5/8 7 Install 30 roof paper 8 Install base 75 roof paper. 9 Install 30 drip metal 10 Install torch roof paper 11 Make partitions 12 Install walls insulation • . . .... ...... 13 install drywall ' ' • 14 Make drywall finish •••••• •••• •••••• 15 Run plumbing for toilet,sink, laundry and water heater ...... 16 Install door and impact windows .... . .. • ..... 17 Install file ...... .... ..:..' 17 Impact Windows and door • • • • . • .. ...... 18 Clean up every day work areas • • • • • • • . . .. . ..... . PRICE AND PAYMENT SCHEDULE: '.... • $ 54,000.00 for the total job By signing this contract all parties agreed to the terms listed above between LZ ROOFING AND CONTRUCTION as contractor and Authorized person by Nick Garcia as owner. Authorized signature: Date: Authorized signature: 1�1*11;,� Date: 0 '51iami Jhores'iIIage F L O R D p PLANNING BOARD AGENDA OF 17tt. 0, �9�1 ITEM NO. Name of Owner/ AppIicant I+(SN14S.'CtV_ Nj1$-rtt6 Phone No..151-39199 Address of Property, and/or Legal Description IST • . 0900 ...• •..... Nature of Request APPROAV M PLANC> TOR, QhR4t-- t-- Present Zoning R""�� '....' '..' .•... Area of Present Building. .....• ..•. • .•... •.•. .•.... Area with Proposed Addition •••••• • • . • .. . .••••. Parking Spaces Provided VA�_ • . : '.•' Parking Spaces Required with Addition �• ••�••• Setbacks as per Code Setbacks Provided Variances/Exceptions/Zoning Change Ponfl6y m(WM6 W*� 9t�0`lPrV- Council Action Required t� C) Date of Applicant Notification kIlp VX--p Planning Board Action Council Action director of Building and Zoning ...... .... . . . . . . . . .. .. .... ...... . .. . .. . 0000 N T's � 7S7-2��1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is lherchy trade for the approval of the detailed statt,..e•nt or ote plans and specifications herewith submitted for the build ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Flnrida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or am. A copy of approved plans and specifications must be kept at building during Drogress of the work, Owner's Name and Address Registered Architect and/or Engineer.-..4.., tame and address of licensed contractor.... Location and legal description of lot to be bt Lot Black Street and Number where work is to be do State work to be done and purpose of �building (by floors)..LYIZSa F_ Data_. s,�':5�. � �Ly_.__._.__........ Ip.�� • �� . Streetdx,_liC..t•.��....s.at[ "'• • • • • • • •••••• •••• .._.. _........... ------•-----. ............_............... --•,_.,,_.... _...... ......... ... _ - _....._................_.._....___..._....._.......................___... fot m other par • • ._ . . . . . .• is New Bui!dins ............................ Remodeling..._ ...........- Addition......-_. .......... ......_ Repair. .... ........._...._.. No. of Startea.....� • • ---a----a—i • � • To be constructed of __..................... Find of foundation ...... .-....._...:...................................... - Roof Covering...!.......!...!.............._..__ 0000 Estimated Total cost of improvements 5.... 5 a...fG..3s2�.St.....Amount of Permit Q.... _...... ....... __................! __-.._ • Zone cubage required ...... ........... ....... ......._....... -Plan Cubage ................ _._..-------- ..._... ___ .�....................._ Distance -to next nearest building........., r ._._.._..__..._._.Size of Building Maximum live load to be bome by each floor .......... ____ ........................ ......................................... __-_.._...... ......................... ......... .......... .... I hereby sub it all the plans and sp cifications for said building. All notices with reference to the building and its construction may be sent to.: f 1C%/(( A% �...:� � ...... ./..Si._L.1.0 �................... . -- The uncirrsicncd applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer of t.tbur under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida. PermArse•nt Sop``ple•ment, and has complied eeith the [provisions thereof, and will require similar compliance from all contractors or sub -contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractor.% on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks..._ ................................ -__- _ ...._._._._ - ... __ _ (Signed)_ STATE OF FLORIDA, 1 . 0 COUNTY OF DADE. i r' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared..... _--------------- ------ ------------ ..-_..._..-_---__--_----------- .--_---_----•-- -- ------------`---- -----..- _.---- ---------- ------- ------ -- _---------'•----_...---- ----- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . ............. ............._................................ _..... ...:......... ........ of the above described construction, that Ire has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._-�_-_._._. Date ------ r Read, Sworn to and Subscribed before me. Disapproved _--- - ___ Date__..__..__ _.....-_ --.--_•-•--- ............... Notary Public, State of Florida (signed) .._............_:..............._......._._..........__......__..... Bari ding Inspector My Commission PLANNING BOARD ............. _... .... .............. _.._.___._DATE Chairman...... .......... ._....... __._..__--- _ -._. _.___._.._. .--.---__ Member ..... ................. .Member ............ _ .......... _—___.._.._.........Y Membcr_....._....._.._........._.._-.._.._.....____._._._....__............. ...._ Member. .. .... ......... __......... ....... --—----- --_ ----.-._ Member .. - ----- - --- _ _ CouncilApproved ._..._.._....._......_.- ............... _..__ ....... ._•-•----Date Disapproved ............. ._.._...._..................... ............Date NUTS: A c•h.trge of $1.00 will be made for making corrections or changes to this application after approval has Is" obtained fans - _tlec I'l.ennir . 11g,erd._- - A re -inspection fee of 51.00 will be charged when such re-taspcctbn is maple aeceswry by lmpropei ral[-ce for inKncticit materials andlor workmanship. Yanady Prieto Subject: NICO GARCIA Location: VHALL Start: Wed 6/20/2018 9:00 AM End: Wed 6/20/2018 9:30 AM Recurrence: (none) NICO GARCIA ""'• • 720-297-5338 94NW95ST •••••• WANTS TO TALK TO B.0 ABOUT BYI NG THIS HOUSE, WANTS TO MAKE SURE GARAGE CONVERSIOI6Ii LF„ 'll ALREADY SAW PROPERTY FILE. • • • • • • 0 • • •••• •••••• • • • • •••••• 0000 0000 'This property described as: Lot 14 and the West , of Lot 13, 0 9 io Block 167, PLAT OF SECTION NO. 6 "r' 6-A MIAMI SHORES, according to the Plat thereof, as recorded in Plat Book 12, Page 54, of the Public Records- /,a'�,� •'•"• of Dade ounty, F,Ybrida. �� d X- • •••• • ji 10 0 is • •• �•� • •• • •••• • 4t6-3 I ` ' /3.5 � � � �� • � �'" mot„ `�` posh \Q 2/ Z ' � V � C N ti \ X ..1-�- ,-ram+ ! l � t 1, `, � ,t ;._, � \ � • PROPERTY OF: Mistoco 94 NW 95th Street, Miami Sh,�pmg Florida rr I ANNES d GARCIA INC I HEREBY CERTIFY that the survev a., , represented hereon meets the mini- mum requirements adopted by the F.S.P. L.S. and the F.L.T.A, and ENGINEERS - LAND SURVEYORS - LAND PLANNERS there are not encroachments, over- laps, easements appearing on the plot or visible easements other than as s7h w hereon. P. O. Box 561131 J Miami, Florida 33156 ,dGClt��- FL. Reg. Surveyor No. 2243 DATE SCALE DR WN aY DRWG. NO. NO FL. Reg. Engineer No. 1 g1.220 WIN VARIES (IMPROVED) _ N.W. 95TH ST. 9ry x °ax 1° ° - in CORNER cd LESSOUT PORTION OF - 14 BLOCK 167 FALLS IN LOTS 13 AND ORNE-----"— x L1 $ET 1/2" 112' p'1� C1 g•WALK IRON ROD �' C2 coNCRErE -: i` pRIVE O5-. X J13.77' 3 13.7' - o° x 0 I do 0 x o ------ zs o izs zs• - GRAPHIC SCALE (In Feet) 1 inch = F25 ]iN -- - MIAMFDAY BRASS DISK FOUND 518' :P.O.B. RowoD c NAV.DATION =9.65 V Q ioe• �S�C�i�� I # �k `°ry x � REMAINDER OF LOT t snEo ,izs' 16.8' r� BLOCK167 o ('SOT INCLUDED) 27.4' m •,. hh x _. '.x j� x N a o°' x ' WEST 1/2 OF x °�,e x LOT13 LOT 14 x tih I BLOCK167 ° BLOCK 167 X' O?°x o (INCLUDED) x ,� I 0^ ^o ° I r K x X W 1 F6lIL Dr`5GRTFION' LOT 14 AND THE WEST 112 OF LOT 13, IN BLOCK 167, OF SECTION 6-A OF MIAMI SHORES, LESS BEGINING AT THE NORTHEAST CORNER OF THE WEST 112 OF LOT 13, THENCE RUN NORTH89'17'13"WEST, ALONG THE NORTH LINE OF LOTS 13 AND 14, OF SAID BLOCK 167, FOR A DISTANCE OF 56.03 FEET, TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS PCT�� EVC9TlON D 5G PTION OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90'50'19" FOR AN ARC DISTANCE OF 39 31 FEET TO THE AIC CIL I.D. LB N.A.V.D. PSM RNV AIR CONDITIONER POINT OF TANGENCY WITH THE WEST LINE OF SAID LOT CENTERLINE 14; THENCE RUN SOUTH00'37'2B"WEST, ALONG THE IDENTIFICATION WEST LINE OF SAID LOT 14, FOR A DISTANCE OF 3.10 LICENSED BUSINESS FEET, TO THE POINT OF TANGENCY OF A CIRCULAR NORTH AMERICAN VERTICAL DATUM CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN PROFESSIONAL SURVEYOR MAPPER NORTHEASTERLY ALONG THE ARC OF SAID CIRCULAR RIGHT OF WAY CURVE CONCAVE TO THE SOUTHEAST, HAVING A TOPOGRAPHIC ELEVATION RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF *ti FOUND vOD2• 81.36' IRON R ° 'r FOUND 112" IRON P/PE CURVE DATA CURVE DATA 15'ALLEY (IMPROVED ) 0.4'NOR7H Cl C2 0.4 wEs7 _ R=25.00' R=20.00' FOUND 1/2" Q=90"50'19"(D) A=82-28'56"(D) aIRON PiPE L=39.31'(0) L=28.79'(D) L=89*13'58"(C) FOUND 112' L=38.94'(C) i N IRON @BLOCS KCORNER ♦�BLOC LINE DATA LINE DATA L1 L2 N89'17'13"W S00'37'16"W NOT 5; 56.03'(D)56.28'(C) 3.10'(D)3.48'(C) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 82-2956", FOR AN ARC DISTANCE OF 28.79 FEET, TO A POINT OF TANGENCY; THENCE RUN NORTH 83'06'24"EAST, FOR A DISTANCE OF 64.49 FEET, TO THE NORTHEAST CORNER OF THE WEST 112 OF SAID LOT 13 CORNER ANGLE DATA AND THE POINT OF BEGINING, ACCORDING TO THE (A) = 90'05'31" PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE (B) = 89-53,17" 54, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA FLOOD ZONE: X COMMUNITY NUMBER: 120652 LINE DATA PANEL:12086CO302 L3 SUFFIX: L N83'06'24"E 64A9'(D) Kenneth J. Osborne PSM #6415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 4 JASONvS SEPTIC, I 13341 SW 88th Avenue • Telephone (305) 252-1080 • Fax (305) 252-5765 E-Mail: jasonse ticCiilgmail.com "WE LOVE YOUR STINKIN BUSINESS" INSPECTION REPORT 1 Septic tank location: East back corner of House 2 Tank appear to be: 1050 gallons. Absorption bed is approximately: 300 square feet/ linear feet. 3 Septic system does: Yes does not: constitute at present a current functioning system. If not: Reasons: 4 Access for future drain field: Yes 5 Septic tank integrity: Good 6 Condition of absorption area: Good 7 Drain field protection device: Good 8 Septic tank solids level: 1 inch 9 Septic tank sludge level: 1 inch 10 Next routine preventative pump out to be performed 11 Was tank pumped at time of inspection: Yes If yes, at a cost of: $295 at time of inspection. 12 Current cost of pump out in normal condition would be: 13 Corrective actions needed: NIA 14 Special Notes or Comments: At the time of inspection, found the septic system to be in working condition. Property Address Inspected: 94 NW 95 Steel Inspection Requested By: Seller: Buyer: Technician Name: Taverious & Leopaldo Signature: Inspection Date: 5/31/2018 Report Date: 6/1/2018 W/O Number: 22474 Septic systems are underground, making it impossible to state, with certainty, their overall condition. All systems require maintenance such as pumping. No one can predict when a system will fail. This report comments only on the functionality on the day of the inspection and is not a warranty. Registered Florida State Contractor: Jason A. Nesenman License Number: SR0031444 Note: Approval of system does not guarantee satisfactory performance for any specific period of time. Sizes and results are based on inspector's opinions at the time of inspection. This is not a guarantee or insurance policy and the maximum liability incurred by the Inspector and/or Jason's Septic, Inc. for errors and omissions in the inspection shall be limited to the greater of the amount of the fee Paid for the inspection. Nico . r �' ,T�'r. � � -r { � , —, ;.., ..y_�__ _,r.. '- -_. I Z.._., �y l.. � � .-J .t.. � r 1 ..' .: M1 a 4. 1 L a w n " T�� ,. i � �� - �.., Tjf �I_ T _I ,:. 1 ', � � �,l ,� 1 i � � �.) f) � � 7 -.._. _ _ __.__ i � a �� r.__�. __.__._____._ ___...,�_r _.....; _.. .._._.. _. .y_ __ � r I -- �{ N L � I » it a I f¢ �^ DI. 0.3�1,. R >J.; K • dS.EtU., ,:,.t IPA , L ZA - a a l — Sewer MIAMI•DADE �`� �` � � WPOrBox x 30316 •y Miami, Florida 33233-0316 ,,,;a,,,;dadesov T 786-268-5360 F 786-268-5150 VERIFICATION FQ DATE: June 15, 2020 BLDG PROCE M2020003744 VF# 20-20200-VF - 158 INVOICE(S)#: N00072854 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM PROJECT NAME: IMMOBILIEN LLC PROJECT/AGREEMENT NUMBER: 20200 PROJECT DESCRIPTION: 230 SF ADDITION TO AN EXISTING 1796 SF SINGLE FAMILY RESIDENCE PER PLANS Folio 1131010340090 Address Zip Code Lot Block sq. ft. 94 NW 95 ST 33150 LOT 14 & W1/2 BLK 167 Proposed 2,026 OF LOT 13 Previous 1,796 , Connection Type Reason for Connection le Housing SIR Inspection ;1. Water New Construction Information No No ,No I N/A THIS VERIFICATION LETTER CERTIFIES THAT AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE, FIRE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION EMAIL NEWBUSINESSSUPVLIST@MIAMIDADE.GOV. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL MDWASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING, AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. A WATER AND/OR SEWER AGREEMENT MAY BE REQUIRED. AN INSPECTION FOR ANY EXISTING SERVICES WILL BE PROCESSED WITH THIS FORM, AND A SERVICE UPGRADE MAY BE REQUIRED WHICH MAY TAKE UP TO 12 WEEKS. THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 2 INCH WATER MAIN AND/OR DOES NOT HAVE A(N) INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT PROPERTY. Proposed Use Square Footage/# Units Water Gallons Per D. D. SFR less than 3001 s ft 210 d/unit 1 1 210 1 0 Previous Use Square Footage/ # Units Water Gallons Per Day Sewer Gallons Per D. 2018 - SFR less than 3001 s ft 210 d/unit 1 f 210 1 0 WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, SUBJECT TO PROHIBITIONS, OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WHICH WILL BE THE NUMBER OF GALLONS PER DAY INCREASE STATED ABOVE. IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER AND/OR SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT IF APPLICABLE WITH THE DEPARTMENT. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. SUBJECT TO RER'S TERMS AND CONDITIONS SET FORTH IN THE CONSENT DECREE (CASE NO. 1:12-CV-24400-FAM) OR DOH ONSITE SEWER TREATMENT & DISPOSAL SYSTEM RULES & STATUES. QuantityFixed Fee Item Price Total Verification Form - Residential (R-A) Water 30 1.00 30.00 Water Allocation Certificate - Initial 90 1.00 90.00 Total Fixed Fee $ 120.00 Verification Form Total$ 120.00 COMMENTS: Refunds are based on the date of payment and subject to State Statute 95-11. Some fees are not refundable. Only 5/8" meter for domestic service and no irrigation meter: Yes 1796 SF SINGLE FAMILY RESIDENCE PER PTXA & CCB#8416860144 CUSTOMER NAME: NICO GARCIA CUSTOMER PHONE: tt by: Deidra Lewis Approved by: Luis Delgado Printed Name of Reviewer Printed Name of Supervisor Page 1 of 1 ENTEP,] ri",_ REMBERTO CONTRERAS, PE JUL 15 2-j 1AINSF P-1--)151" 000 SA .44 St Nkfianli. 1-1. 33155 P11: 30i-668-i"92 FAX- 7811-3 13-337�4 INSPECTION REPORT June 29, 2020 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores FL 33138 Reference: Roof frame inspection 94 NW 95 ST MIAMI SHORES, FL Dear Building official: On January 9, 2020 we have conducted an evaluation of the Roof frame repair of the house at the above reference address as described below. My statement is based on the visual observation of the roof frame, Structural Description The property consists of one story building in plain view, the building is rectangular shape and the exterior �,valls are CMU Wall and roof wood frame. According to the Miami County Property Appraiser's website revealed that the house was originally constructed in 1942. ROOF FRAMING.- According to the visual inspection, framing consist of gable end shape, comprised of rafters (ti 16" O.C., which are the sloped members that the roof, ceiling Joists and collar ties and joist ceiling on Main house, on converted garage as master bedroom the joist ceiling and collar ties are missing. Intermediate rafter ties or collar ties will help resist the thrusting and spreading of the rafters. Collar ties can help resist the outward horizontal thrust of the rafters. Missing Collar ties need to be added, E REMBERTO CONTRERAS, PE LICENSE P.E µ 21522 7066 S" 44 St Miami. FL -, -, 15; P11: ',04-068-'s7)2 FAV 78()13-3754 Roof Frame on several areas there are rafters with deterioration due to termite. This rafter need to be reinforced. The area with extensive damages is the rear terrace witch will be demolished. Roof frame need to be reinforce to resist lateral load, by adding bracing on both gable ends. CMU WALLS: 8 CMU walls were observed with several crack due to lateral movement on Gable end area and they need to be reinforced. Wood Studs Gable end on area of Master bedroom needs to be repaired due to the space and connection of studs and sheathing is not in compliance with Florida Building Code 2017. BASIS OF REPORT 1. An on -site inspection of the building was performed on January 9, 2020 2. Reviewed Miami -Dade County Property Appraiser's records from http://miamidade.gov. 3. Visual assessment of complete property. Please do not hesitate to contact my office if you have questions regarding this inspection. Sincerely 0 0�p REMBRRC wt I �r LICENSE -,.E. �A SORES Y NTfS �N 5 f�OR1OQ' PERMIT ADDRESS: 94 NW 95TH ST Miami Shores, FL 33150 APPLICATION DATE: 11/27/2019 SQUARE FEET: PARCEL: 1131010340090 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM EXPIRATION DATE: 05/25/2020 VALUATION: $12,000.00 CONTACTS NAME COMPANY ADDRESS Contractor DENNIS MAURICIO MERAZ ELI PRESSURE CLEANING CORP. 7118 NW 38 ST CORAL SPRINGS, FL 33065 Owner GARCIA IMMOBILIEN LLC 7602 NW 2nd Court Miami, FL 33150 GARCIA IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 i:7�9f�'►liif�Tu '3ifri�f~�:t��lt� �'1�� Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Zoning approval required. 2. Florida qualify license contractor is required for the project. 3. Provide detailed, itemized job cost estimate for the entire project. Include cost of materials, labor, overhead and profit. Also, include cost of all electrical and plumbing fixtures, floor and wall coverings to be provided by the owner. The contractor should be sing by the owner and the contractor. 4. Provide survey by Florida license surveyor. If the property is in a special flood hazard area also provide an elevation certificate. 5. Outside agencies approval required. DERM tree section and Health Department. 6. According to the microfilms provided by you existing master bedroom is actually a garage. Please provide copy of microfilms for the garage conversion or include in the scope of work under this permit. 7. Reflect finish floor elevation inside the house in NGVD. The lowest finish floor should be 8" minimum above the highest of crown of road or back of sidewalk elevation. 8. Provide structural plans. According to our records this property has extensive termite and water damage. In addition to the plans please provide a structural inspection and evaluation report. 9. Provide fixture clearance details. R307.1 10.Please note that this is a review of plans that are incomplete. Once working drawings are provided we may have additional comments. The engineer of record should provide plans with details and specifications for the entire project based on compliance method and level of alteration as per 2017 FBC, Existing Building. Cloud in all changes, mark with delta and date. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 05-19-2020- Pending the following requirements. WASA approval required. According to the information provided on the web site WASA has denied your plans for the following reason, Please contact WASA and provide copy of approval. "ENTERED 12/05/2019 DLEWI PRESSURE TEST REQUIRED RESULTS TAKE 4-6 WEEKS THE PROPERTY IS ABUTTING AN UNDERSIZE WATERMAIN AND A ENGINEERING OR ARCHITECT LETTER SIGNED & SEALED INDICATING IF A 5/8 METER IS ADEQUATE SIZE FOR THE PROPERTY WITH NO IRRIGATION METER AND INCLUDE THE NUMBER OF FIXTURES" 8. Provide structural plans. According to our records this property has extensive termite and water damage. In addition to the plans please provide a structural inspection and evaluation report. At this time there is no other permit for structural repairs, please omit the note provided on several locations through sheet A-2 and include the scope of work on this permit. Structural plans provided are incomplete and do not reflect the full scope of work required for the project. 9. Provide fixture clearance details. R307.1 ... .., Electrical v.1 Requires Re -submit CARLOS SOSA email. EL@MSVFL.GOV Comments: N.E.C. 210.11(C)(2) NEED 20 AMP. LAUNDRY CIRCUIT. ALSO GFCI / AFCI PROTECTED. USE GFCI / AFCI TYPE BREAKERTS FOF LAUNDRY, M/W, D/W, REFRIG, MAY ALSO BE USED FOR SMALL APPLIANCE. 210.8 GFI TO BE READILY ACCESSIBLE. PLAN SHOWES PANEL A RELOCATED SO ALL EXISTING 15 AND 20 AMP. 120 VOLE CIRCUITS SHALL BE AFCI PROTECTED,210.12. MAD SR. Electrical v.2 Approved Michael DeVaney email: null9 Comments: NEED ELECTRICAL PERMIT. May 20, 2020 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 MIAMi-L�DF Department of Regulatory and Economic Resources kxryxnh..:o^w. i Impact Fee Receipt Process Number: M2020003744-0 Folio: 1131010340090 CP': N Fee Payer: NICHOLAS GARCIA 2416 W ORANGEWOOD AVE APT 2 PHOENIX, AZ 85021 Fee Type Dist Category Cat Id Code Sufix AREA 1 5002 00 Batch: Collection Number: 129076 Site Address: 94 NW 95 ST YY•• Collection Date: 01/13/2020 • • • •+• • • • • • • Category Description UNIT SIZE (SO FT) --- R tiro Exempt from Public Records 119.071 Florida CP': Si&t&L + • Y: Exempt "• • s • • • •'""" c N: No Exempt • • • • • • Blank: No info "•' ' " • • • • • Units Fee Extended Amouni • •��"•� • • • " • • •• a • •••••• 228.00 • • $0.92: ' • §209,30. • s ' Total:.""' • $209.30' •••• - Deferred Amount: + Deferred Admin: Total Amount Due: $209.30 Paid Check: $0.00 Paid Cash: $0.00 Paid Credit: $209.30 Paid Convenience Fee: $4.25 Total Paid: $213.55 Report run on: January 13, 2020 03:03 PM Pane 1 of 1 E1111LIANO 0110ZC0, P.E Professional Engineer ••.. 949 5W 1 22 AVE. ' • •••••• MIAMI FL. 33184 " ' •••• PHONE: (786) 715 - 7125 '•'•" "" •••••• •••• December 11, 2019 " " •••• WATER AND SEWER MIAMI-DADE COUNTY BUILDING DEPARTMENT ATTN: BUILDING OFICIAL RE: WATER METER SIZE Owner: IMMOBILIEN LLC MIAMI DADE WASA PROCESS #M2020003744 To Whom it Concern: This project located at 94 NW 95 ST, Miami Shores, FL 33150, by affirmation of this letter the a water meter of 5/8" is sufficient, therefore a lager water meter will not necessary, it will be only water meter and not irrigation meter. Total of fixtures 28. If I Could be of any further assistance to you, please feel free to contact me. Np'ALB�R.miliano rozco Z .r.. .0,�S 0-E_Emilianocentury21@gmail.com c-• (786)715-7125 " 6341 0 o A L Mission: To protect, promote & nWo%e the health of all people in Florida ttmugh hegaW statemLr*y& veftft HEALTH Vision: To be the iieal1t1*0 Stalls in the Nation Roe Oefarms Governor feel/ A. MA66 , ■O State Surgeon General March 23, 2020 eeee • �•� eee* •eeeee Nick D Garcia • • • .. e e • 94NW2Court •••:•• ee.e ....:. Miami, FL 33150 ' • • • • • e 000000 • . 00 ..... . • •• ..... RE: Modification to a Single Family Residence - No Bedroom Addition • •; • • 0000 ; • • .. Application Document Number: AP1472983 " " • • • • • ...... Centrax Permit Number. 13-SC-2047066 e . e 94NW95Street • :'. ', •••••• Miami, FL 33150 •� '•�• " :eeee: Lot: 13 Block: 167 Subdivision: Miami Shores Sec 6 • Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 03/11 /2020 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Interior remodeling and addition of New Florida room. No Objection Letter issued by Loanis Gonzalez on 03/23/2020 This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a license_ d septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500.��% Sinrely Loan�konzalez Engi er Specialist 11 Department of Health in Dade County INM. OgOtieel of NetlM www.MAYYe.IW t w in Dade County • • , Florida TWITTER:HeakhyFLA PHONE: (305) 623-3500 FACEBOOK:FLDepartmenlofHealth YOUTUBE:fldoh A a � mo-1 '1�� C'j I , BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 NOV 2 7 LA BY: FBC 20r-M Master Permit No.RC I f - I "/ — z-G`K Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP C CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: � \ 3 Q C `1 Q 0 9 Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � 4a F c,�t - "' i rr r•. , E� ;' \ e fr hone#: -72 - Address: L (i z- X) kAj 2 "—a LC; v r City: :i 0-^ State: Zip: S Tenant/Lessee Name:/'� Phone#: Email: C \ 0l JK2 lam- FYI S 11 • C- !Yl CONTRACTOR: Company Name: ��"�\(/L f Vj Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: _ Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Z , l: � Square/Linear Footage of Work: rt?r� Type of Work: L�SJ Addition �� ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition ! Description of Work: '! 1 1, A "1 u r . i O o � Specify color of color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of L .3 Jt.-I, � ?; 20 1'7,i by �: (r_) t) r c, e who is personally known to me or who has produced as identification and who did take an�oath, ---- NOTARY PUBLIC: NATHALIE RUIZ Sign: : ;,:: ' , Commisslon#GG 335575 a .�F, Print: "FF1.�y BondedThruBudget Notary Servkee Seal: CONTRACTOR The foregoing instrumei t was acknowledged before me this day of 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY Plans Examiner Zoning P1116IM! Structural Review Clerk (Revi sed02/24/2014) 2019 FOREIGN LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# M18000009464 Entity Name: IMMOBILIEN ACQUISITIONS LLC Current Principal Place of Business: 2612 S LINCOLIN ST DENVER, CA 80204 Current Mailing Address: 7602 NW 2ND COURT MIAMI, FL 33150 US FEI Number: 37-1738698 Name and Address of Current Registered Agent: GARCIA, NICK 7602 NW 2ND CT MIAMI, FL 33150 US FILED Jun 19, 2019 Secretary of State 2155782397CC Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Authorized Person(s) Detail: Title P Name GARCIA, NICK Address 7602 NW 2ND CT City -State -Zip: MIAMI FL 33150 Title P Name SANCHEZ, RUTH P Address 2612 S LINCOLN City -State -Zip: DENVER CO 80210 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes, and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: NICK GARCIA MANAGER 06/19/2019 Electronic Signature of Signing Authorized Person(s) Detail Date 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 W 2 TELEPHONE: (3051 795-2207 TRAVIS RENDALL FAX: (305) 756-8972 Planning & Zoning Director DEVELOPMENT ORDER File Number: Admin-000048-2019 Property- 94 NW 95 Street Miami Shores FL 33138 Owner/Applicant: Immobilien LLC Address: 94 NW 95 Street Miami Shores FL 33138 Whereas, the applicant Immobilien LLC (Owner), has filed an application for site plan review Planning and Zoning Staff on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Administrative Site plan review and approval required for an exterior renovation. Whereas, a Site Plan Review was conducted on August 13, 2019 After having considered the application and after reviewing the evidence submitted, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the plans merit consideration and are consistent with the requirements of the Land Development Code. This approval requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and conditions. 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Page 1 of 2 DO-ADMIN-000048-2019_Immobilien Admin Review VISIT US I www.miamishoresvillage.com Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was approved this 13t4 day of August, 2019 by the Planning and Zoning Board as follows: Approved Administratively by Planning and Zoning Director. Travis Kendall Director, Planning and Zoning Page 2 of 2 DO-ADMIN-000048-2019 Immobiiien Admin Review ti X� 0 xl i. CORNER FALLS IN !�-.. SET 112' p'L , I IRONROD LB#746330.0' yC2l"3.7' OIW J o� � w 13.T - i x 3 x� of o �z x x RIW VARIES (IMPROVED) 17,, 1 N.W. 95TH ST. xj oax °° II LESSOUT PORTION OF LOTS 13 AND U BLOCK I" 61 - _ z L1 B - �— M CONCRETE - ONVE °y M x x� 16.7XO ' 21.2' F IVI I �" ,-01N P.O.B. FOUND 518" IRON ROD 1.0'WEST e 0 o h x 100 N e 1o11 a xp I WEST 1/2 OF � T xLOT 14 x9 h BLOCK167 i BLOCK 167 zry oapxl o (INCLUDED) �^ � I o �x X x x W REMAINDER OF LOTI 3 BI-OCK167 .NOT INCLUDED) GRAPHIC SCALE (In Feet) i inch = G25 GPIOINAT IC `yC 1APK MIAMI-DADS COUNTY BRASS DISK "N568" N.AV.D.1988 ELEVATION =9.65 SITE , LOCATION MAP LFb AI_ 0r_SC'1MO-N LOT 14 AND THE WEST 1/2 OF LOT 13, IN BLOCK 167, OF SECTION 6-A OF MIAMI SHORES, LESS BEGINING AT THE NORTHEAST CORNER OF THE WEST 1/2 OF LOT 13, THENCE RUN NORTH89"17'13"WEST, ALONG THE NORTH LINE OF LOTS 13 AND 14, OF SAID BLOCK 167, FOR A DISTANCE OF 56.03 FEET, TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, HAVING A RADIUS OF 25 00 FEET THROUGH A CENTRAL ANGLE OF AG'TIPEVIATION D[-'_50''I'T1Ok 90"50'19" FOR AN ARC DISTANCE OF 39.31 FEET TO THE A/C CAL I.D. LB N.A.V.D. PSM R/W AIR CONDITIONER POINT OF TANGENCY WITH THE WEST LINE OF SAID LOT CENTERLINE 14; THENCE RUN SOUTH00"37'28"WEST, ALONG THE IDENTIFICATION WEST LINE OF SAID LOT 14, FOR A DISTANCE OF 3.10 LICENSED BUSINESS FEET, TO THE POINT OF TANGENCY OF A CIRCULAR NORTH AMERICAN VERTICAL DATUM CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN PROFESSIONAL SURVEYOR MAPPER NORTHEASTERLY ALONG THE ARC OF SAID CIRCULAR RIGHT OF WAY CURVE CONCAVE TO THE SOUTHEAST, HAVING A TOPOGRAPHIC ELEVATION RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF (( _ 3, 00' (A) (B)! o FOUND 112" 81.36' o FOUND 112" -moo CURVE DATA CURVE DATA 4 IRONROD IRONP1Pf 15' ALLEY (IMPROVED) 0.4'NORT1/ Cl C2 0.4'WEST _._ ---_ ----- R=25.00' R=20.00' FOUND 112' A=90"50'19"(D) A=82"28'56"(D) IRON PIPE L=39.31'(D) L=28.79'(D) a 0=89"13'58"(C) FOUND 112" L=38.94'(C) i - N IRON PIPE 0—@BLOCKCORNER LINE DATA LINE DATA L1 L2 N89"17'13"W S00"3T16"W NOT`; 56.03'(D)56.28'(C) 3.10'(D)3.48'(C) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE _ 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 82"28'56", FOR AN ARC DISTANCE OF 28.79 FEET, TO A POINT OF TANGENCY; THENCE RUN NORTH 83"06'24"EAST, FOR A DISTANCE OF 64.49 FEET, TO THE NORTHEAST CORNER OF THE WEST 112 OF SAID LOT 13 CORNER ANGLE DATA AND THE POINT OF BEGINING, ACCORDING TO THE (A) = 90-05-31" PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE (6) = 89-53-17" 54, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA FLOOD ZONE: X COMMUNITY NUMBER: 120652 LINE DATA PANEL:12086CO302 L3 SUFFIX: L N83"06'24"E 64.49'(D) Kenneth J. Osborne PSM #6415 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER O x O � �� ¢ of Oux � Lz w w G Q w y) > sr a l) rn Z o z 00 m rp, C- 6211 D"b 07-13-2018 1,=25' 1a.F1 o� A c aw v c o 0 Q 0. .a ti N En> ��1 x U� Arlenis Silvera From: Dennis Meraz <elipressure@gmail.com> Sent: Tuesday, June 21, 2022 1:46 PM To: Ismael Naranjo Cc: Karen Tejera; donald_arpi@hotmail.com; donal_arpi@hotmail.com; Arlenis Silvera; Herbert Martinez; NICK D GARCIA Subject: Re: Reopen permit number RC-11-19-2844 Attachments: image002jpg Good afternoon Mr. Naranjo Please have this letter as a good faith agreement between owner and me to reestablish all pertinent work on the above permit number. We're looking forward to continue with this project in benefit of our community. If there's anything needed on my part I'll be happy to submit a new application. I hope this inconvenience has not caused any bad taste to this project. Best regards, Dennis Meraz CGC 1514701 Cel. 954-882-0071 On Mon, Jun 13, 2022, 1:19 PM Ismael Naranjo <NaranioI«�msvfl.gov_> wrote: Good afternoon Karen, The contractor, Dennis Mauricio submitted a request to our office to cancel the permit, and as result of his request the perrnit is on hold and no one may perform work on the property until a new permit covering the work is issue by our department. Respectfully, Miami Shores Village 1 or 10050 N,E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795-2207 •""• TRAViS FlENOA�L FAX: (305) 756-8972 • • ' • " • • • • • • • Planning & Zoning Director • • . • • • • • • • •••••• • •••• •••••• • •••• •• • • • •••• • •• ••••• DEVELOPMENT ORDER .. .. .... ...... File Number: Admin-00004 - 019 • . • ..... . Property. Address: 94 NW 95 Street Miami Shores FL 33138 ' • •• • • • • • Owner/Applicant: Immobilien LLC Address: 94 NW 95 Street Miami Shores FL 33138 Whereas, the applicant Immobilien LLC (Owner), has filed an application for site plan review Planning and Zoning Staff on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Administrative Site plan review and approval required for an exterior renovation. Whereas, a Site Plan Review was conducted on August 13, 2019 After having considered the application and after reviewing the evidence submitted, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the plans merit consideration and are consistent with the requirements of the Land Development Code. This approval requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and conditions. 1 ) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Pagel of 2 DO-ADMIN-000048-2019_Immobilien Admin Review VISIT US i www.miamishoresvillage.com Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for Vhigh. t • • • • • • • • • • was approved is started within one (1) year of the signing of the develo,;p*ment order by the board chair, or if the work authorized by it is suspeudg• pr • • abandoned or a period oat least one year. • • ... • � . . ...... •••• � • r •• •.•.• Additionally, the applicant must, satisfy all applicable Miami Shores Village.Cod4*s, '....' ...... Miami -Dade County Codes, the applicable building and life safety codes reg4re4 •fpr •' development, and provide a copy of the development order to the Building Dept. ' • • • •' • The application with conditions was approved this 131b day of August, 2019 by the '.... • • Planning and Zoning Board as follows: Approved Administratively by Planning and Zoning Director. Date ravis Kendall Director, Planning and Zoning Page 2 of 2 DO-ADMIN-000048-2019 ImmobWen Admin Review 1 ORE- Miami Shores Village Building Department 10050 NE 2"d Ave. ,may Miami Shores„FL 331,38 305-795-22041 Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 12/5/19 Permit No.: RC19-2844 Project Address: 94 NW 95TH ST. Page I of 1 1. PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, STRUCTURAL CALCULATIONS TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ELEMENTS: A) FOUNDATIONS — BOTH ISOLATED AND CONTINUOUS WALL FOOTINGS B) CONCRETE BEAMS AND CONCRETE COLUMNS C) ALL BEARING REINFORCED MASONRY WALLS D) WIND LOADS FOR ALL EXTERIOR DOORS AND WINDOWS, SHOW WIND DESIGN PRESSURES ON ELEVATIONS FOR EACH OPENING E) DESIGN LOADS FOR ALL ROOF FRAMING ELEMENTS, SHOW LOAD REACTIONS FOR EACH MEMBER FOR BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS AT SUPPORTS F) FRAMING ELEMENTS AND CONNECTIONS DESIGNS G) DESIGN OF ALL LEDGER FOR ROOF JOIST AND OR ROOF TRUSS CONNECTIONS AND UPLIFT ANCHORAGE ........ ETC. H) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS 2. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE AND SEAL ARE REQUIRED ON BOTH SETS 3. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 6TH EDITION (2017) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE ,$ Miami Shores Village Building Department 10050 NE 2n� Ave. �tORI Miami Shores, .FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professionalengineer licensed inn the State of Florida. Process Number: R o- 2,9A jL Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name Signed and Sealed Print Date: Address Miami Shores Village Building Department 10050 NE 2"a Ave. �i�R,�• Miami Shores, ,FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 12/5/19 Permit No.: RC19-2844 Project Address: 94 NW 95TH ST. Page I of I 1. PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, STRUCTURAL CALCULATIONS TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ELEMENTS: A) FOUNDATIONS — BOTH ISOLATED AND CONTINUOUS WALL FOOTINGS B) CONCRETE BEAMS AND CONCRETE COLUMNS C) ALL BEARING REINFORCED MASONRY WALLS D) WIND LOADS FOR ALL EXTERIOR DOORS AND WINDOWS, SHOW WIND DESIGN PRESSURES ON ELEVATIONS FOR EACH OPENING E) DESIGN LOADS FOR ALL ROOF FRAMING ELEMENTS, SHOW LOAD REACTIONS FOR EACH MEMBER FOR BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS AT SUPPORTS F) FRAMING ELEMENTS AND CONNECTIONS DESIGNS G) DESIGN OF ALL LEDGER FOR ROOF JOIST AND OR ROOF TRUSS CONNECTIONS AND UPLIFT ANCHORAGE ........ETC. H) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS 2. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, DATE AND SEAL ARE REQUIRED ON BOTH SETS 3. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 6TH EDITION (2017) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE sEs Miami Shores Village Building Department 10050 NE 2"a Ave. ' A� Miami Shores„FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the project on the below listed structure as of _ (date). I am a registered architect/professional engineer license�d� intheState of Florida. Process Number: L'Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 6th Edition (2017) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high teel Framing and Connections welded or bolted _ Soil Compaction Precast Attachments Roofing Applications, Lt. Weight. Insul.Conc. Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name Signed and Sealed Print Date: Address ti�'MrF� aN 5a f�6 I'D PERMIT ADDRESS: APPLICATION DATE: EXPIRATION DATE: CONTACTS Contractor Owner 94 NW 95TH ST Miami Shores, FL 33150 11/27/2019 SQUARE FEET: 05/25/2020 VALUATION: NAME PARCEL: 1131010340090 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM $12,000.00 COMPANY ADDRESS TBA TBA IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Zoning approval required. 2. Florida qualify license contractor is required for the project. 3. Provide detailed, itemized job cost estimate for the entire project. Include cost of materials, labor, overhead and profit. Also, include cost of all electrical and plumbing fixtures, floor and wall coverings to be provided by the owner. The contractor should be sing by the owner and the contractor. 4. Provide survey by Florida license surveyor. If the property is in a special flood hazard area also provide an elevation certificate. 5. Outside agencies approval required. DERM tree section and Health Department. 6. According to the microfilms provided by you existing master bedroom is actually a garage. Please provide copy of microfilms for the garage conversion or include in the scope of work under this permit. 7. Reflect finish floor elevation inside the house in NGVD. The lowest finish floor should be 8" minimum above the highest of crown of road or back of sidewalk elevation. 8. Provide structural plans. According to our records this property has extensive termite and water damage. In addition to the plans please provide a structural inspection and evaluation report. 9. Provide fixture clearance details. R307.1 10.Please note that this is a review of plans that are incomplete. Once working drawings are provided we may have additional comments. The engineer of record should provide plans with details and specifications for the entire project based on compliance method and level of alteration as per 2017 FBC, Existing Building. Cloud in all changes, mark with delta and date. Electrical v.1 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: N.E.C. 210.11(C)(2) NEED 20 AMP. LAUNDRY CIRCUIT. ALSO GFCI / AFCI PROTECTED. USE GFCI / AFCI TYPE BREAKERTS FOF LAUNDRY, MIW, D/W, REFRIG, MAY ALSO BE USED FOR SMALL APPLIANCE. 210.8 GFI TO BE READILY ACCESSIBLE. PLAN SHOWES PANEL A RELOCATED SO ALL EXISTING 15 AND 20 AMP. 120 VOLE CIRCUITS SHALL BE AFCI PROTECTED,210.12. MAD SR. .. 1 1 1 1 11 - Mechanical v.1 Requires Re -submit Jan Pierre Perez email: nu118 Comments: missing energy and heat load calcu Planning v.1 Requires Re -submit Travis Kendall email: kendallt@ms Review conducted by the planning and zoning department Comments: Addition over 400 sq feet requires a public hearing. Please contact Mr Kendall @ 305-762-4864 Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. FBC P 607.2 Hot water - provided development length from water heater to the fixture that required hot water Structural v.1 Requires Re -submit Orlando Blanco email: null16 Comments: 1. PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, STRUCTURAL CALCULATIONS TO INCLUDE BUT N LIMITED TO THE FOLLOWING ELEMENTS: A) FOUNDATIONS —BOTH ISOLATED AND CONTINUOUS WALL FOOTINGS B) CONCRETE BEAMS AND CONCRETE COLUMNS C) ALL BEARING REINFORCED MASONRY WALLS December 12, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 D) WIND LOADS FOR ALL EXTERIOR DOORS AND WINDOWS, SHOW WIND DESIGN PRESSURES ON ELEVATIONS FOR EACH OPENING E) DESIGN LOADS FOR ALL ROOF FRAMING ELEMENTS, SHOW LOAD REACTIONS FOR EACH MEMBER FOR BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS AT SUPPORTS F) FRAMING ELEMENTS AND CONNECTIONS DESIGNS G) DESIGN OF ALL LEDGER FOR ROOF JOIST AND OR ROOF TRUSS CONNECTIONS AND UPLIFT ANCHORAGE ........ ETC. H) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS 2. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATUR DATE AND SEAL ARE REQUIRED ON BOTH SETS 3. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 6TH EDITION (2017) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE December 12, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 aRes L _ ii.EPr7�` 3N 50 F�ORiO!' PERMIT ADDRESS: 94 NW 95TH ST Miami Shores, FL 33150 APPLICATION DATE: 11/27/2019 SQUARE FEET: EXPIRATION DATE: 05/25/2020 VALUATION: CONTACTS NAME Contractor Owner PARCEL: 11310103400 90 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM $12,000.00 COMPANY ADDRESS TBA TBA IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Zoning approval required. 2. Florida qualify license contractor is required for the project. 3. Provide detailed, itemized job cost estimate for the entire project. Include cost of materials, labor, overhead and profit. Also, include cost of all electrical and plumbing fixtures, floor and wall coverings to be provided by the owner. The contractor should be sing by the owner and the contractor. 4. Provide survey by Florida license surveyor. If the property is in a special flood hazard area also provide an elevation certificate. 5. Outside agencies approval required. DERM tree section and Health Department. 6. According to the microfilms provided by you existing master bedroom is actually a garage. Please provide copy of microfilms for the garage conversion or include in the scope of work under this permit. 7. Reflect finish floor elevation inside the house in NGVD. The lowest finish floor should be 8" minimum above the highest of crown of road or back of sidewalk elevation. 8. Provide structural plans. According to our records this property has extensive termite and water damage. In addition to the plans please provide a structural inspection and evaluation report. 9. Provide fixture clearance details. R307.1 10.Please note that this is a review of plans that are incomplete. Once working drawings are provided we may have additional comments. The engineer of record should provide plans with details and specifications for the entire project based on compliance method and level of alteration as per 2017 FBC, Existing Building. Cloud in all changes, mark with delta and date. Electrical v.1 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: N.E.C. 210.11(C)(2) NEED 20 AMP. LAUNDRY CIRCUIT. ALSO GFCI / AFCI PROTECTED. USE GFCI /AFCI TYPE BREAKERTS FOF LAUNDRY, M/W, DM/, REFRIG, MAY ALSO BE USED FOR SMALL APPLIANCE. 210.8 GFI TO BE READILY ACCESSIBLE. PLAN SHOWES PANEL A RELOCATED SO ALL EXISTING 15 AND 20 AMP. 120 VOLE CIRCUITS SHALL BE AFCI PROTECTED,210.12. MAD SR. Mechanical v.1 Comments: missing energy and heat load calcu Requires Re -submit Jan Pierre Perez email: nu118 Planning v.1 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: Addition over 400 sq feet requires a public hearing. Please contact Mr Kendall @ 305-762-4864 Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. FBC P 607.2 Hot water - provided development length from water heater to the fixture that required hot water Structural v.1 Requires Re -submit Orlando Blanco email: null16 Comments: 1. PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, STRUCTURAL CALCULATIONS TO INCLUDE BUT N LIMITED TO THE FOLLOWING ELEMENTS: A) FOUNDATIONS —BOTH ISOLATED AND CONTINUOUS WALL FOOTINGS B) CONCRETE BEAMS AND CONCRETE COLUMNS C) ALL BEARING REINFORCED MASONRY WALLS December 12, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 D) WIND LOADS FOR ALL EXTERIOR DOORS AND WINDOWS, SHOWN WIND DESIGN PRESSURES ON ELEVATIONS FOR EACH OPENING E) DESIGN LOADS FOR ALL ROOF FRAMING ELEMENTS, SHOW LOAD REACTIONS FOR EACH MEMBER FOR BOTH WIND UPLIFT AND GRAVITY (DL + LL) REACTIONS AT SUPPORTS F) FRAMING ELEMENTS AND CONNECTIONS DESIGNS G) DESIGN OF ALL LEDGER FOR ROOF JOIST AND OR ROOF TRUSS CONNECTIONS AND UPLIFT ANCHORAGE ........ETC. H) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS 2. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATUR DATE AND SEAL ARE REQUIRED ON BOTH SETS 3. PROVIDE TWO COPIES OF SPECIAL INSPECTOR FORM, FULLY EXECUTED FOR: A) REINFORCED MASONRY PER SECTION 2122.4 OF FBC 6TH EDITION (2017) CODE B) MIAMI DADE COUNTY ADMINISTRATIVE CODE, ARTICLE II, SECTION 8-22 1) SOIL COMPACTION (REFER TO ATTACHED COPY OF THE INSPECTION FORM) ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE December 12, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT DATE: I I, , L cck � l (Name) ❑ Contractor Owner ci Architect Picked up 2 sets of plans and (other) o l ahn Address: _5- From the building department on this date in order to have corrections done to plans And/or get County stamps. 1 understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: h PERMIT CLERK INITIALS - fit' RESUBMITTED DATE. - PERMIT CLERK INITIAL: F A SCOPE OF WORK FOLIO NUMBER: 11-3101-034-0090 ADDRESS: 94 NW 95 ST., MIAMI SHORES, FL. THE PROPOSED SCONE OF WORK CONSIST OF: HIGHEST CROWN OF ROAD ELEVATION: 10-1' �:S PER CERTIW--O SURVEY BY: GET PERMITS (INTERIOR REMODELING AND SEW ADDFTON FOR EXISTING HOUSE) UNDERGROUND PARKING: R4 BASEMENT: RQ HOUSE TOP OF F. FLOOR ELEVATION: 11.20' HIOHT LD S 10.21' BUI'-DING-STRUCTURE. i-WISDOMS AND DOOR, REPLACEMENT. 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLORIDA. CROWN OF ROAD : 10.11' 3-KITCHEN COUNTER AND CABINETS TC BE REPLACEMENT. 4-KITCHEN REMODEUNG. MECFANICAL 1-NEW SYSTEM SUP-LY . A/C UNITS GRILL AND D'UC'S. SET OF PLANS ACCORDING TO 2017 FLORIDA ELECTRICAL. BLILOINO CODE, 6 TH EDITION 1-ELECTRICAL FIX-URES INSTALLED AT ACDITION. NEC-2014 2-ELECTRICAL FOR KTCHEN. 3-NEW 200 A PANEL. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OR STORMWATER ONTO ADJACENT PLUMBik': PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. -REQUEST PERMIT TO PLUMBING JOB. 1-NEW BATHROOM AND LAUNDRY PLUMEING - ANY APPLICAB-F RESOLUTIONS: 2-NEW WATER HEATER TANKLESS. N-210. - FAMILY: TO BE REMOVED AND BU'LT NEW FLOR ^DA NOTICE: SHED: TC BE REMOVED IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, --HERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TC --- _ -- -- _ - THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79(10), FLORIDA STATUTES. APPLICANT: WILL COMPLY WITH ORDINANCE 80-90 (SECTION 13-13.1 OF THE MIAMI-DADE COUNTY CODE: NOTICE OF ROCK MINING OPERATIONS WHERE BLASTING IS PERM22.TTED) - PRIOR TO STARTING CONSTRUCTION. TERMITE PROTECTION A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPARTMENT. ENTIRE BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLCRIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION TO SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Folio: 11-3101-034-0090 1 53 41 Sub-DlvlsionlMIAMI SHORES SEC GA MIAMI SHORES SEC 6A PB 12-54 Property Address 94 NW 95 ST PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : I UNIT LOT 14 & W1/2 OF LOT 13 LESS NW 95TH ST R/W BLK 167 LOT SIZE 81.320 k 129 R 25892-3965 02 2007 6 PROPOSED SETBAC FRONT SETBACK: 25.3'/23.6' SIDE interior SETBACK: 16.7' SIDE street SETBACK: 13 7' REAR SETBACK: 50'-7"' Beds / Baths / Half 3 / 2 / 0 Floors 1 Living Units 1 Q Actual Area 1,796 Sq.Ft + 30 SQF (ADDITION ❑R PART 37 FLORIDA)=2026 SQF Lot Size 10,490.28 Sq.Ft 10,490 SQF--- 100% 1796 sqf ❑RIGINAL+230 NEW ADD=2,026 SQF 19.31% EVERYTHING UNDER ROOF( 35% R/W VARIES (IMPROVED) N.W. 95TH ST. eti llx i ch 06 FOUND 112' IRON PIPE @ BLOCK CORNER N"IX O • • • F 15/8" • • • • IR( IIN ROD •••••. 1. i WEST : • • SITE PLAN_ SCALE: 3/32" = 1'-0" VEST I /-, LOTS BLOCK'. REVISIONS NO DATE \Q L� Of � I O)_ Ln ova gm� Z C: z 1- Z 5 iy J i cl W x may, SEAL DAT 05.23-2019 I SCALE �'• DESIGNED �' E.O. -DRAWIR�O- IS SHEET OF SCOPE OF WORK THE PROPOSED SCOPE OF WORK CONSIST OF: GET PERMITS (INTERIOR REMODELING AND NEW ADDITION FOR EXISTING HOUSE) HOUSE : BUILDING -STRUCTURE 1-WINDOWS AND DOOR REPLACEMENT- 2-EXISTING FAMILY TO BE ENLARGE AND BUILT NEW FLORIDA. 3-KITCHEN COUNTER AND CABINETS TO BE REPLACEMENT. 4-KITCHEN REMODELING. MECHANICAL ' 1-NEW SYSTEM SUPPLY - A/C UNITS GRILL AND DUCTS. ELECTRICAL: 1-ELECTRICAL FIXTURES INSTALLED AT ADDITION. 2-ELECTRICAL FOR KITCHEN, 3-NEW 200 A PANEL PLUMBING: -REQUEST PERMIT TO PLUMBING JOB. +.-NEW BATHROOM AND LAUNDRY PLUMBING 2--NEW WATER HEATER TANKLESS, N-210- FAMILY:TO BE REMOVED AND BUILT NEW FLORIDA SHED: TO BE REMOVED FLOOD LEGEND FOLIO NUMBER: 11-3101-034-0090 ADDRESS: 94 NW 95 ST., MIAMI SHORES, FL. HIGHEST CROWN OF ROAD ELEVATION: -1011, AS PER CERIVIED SURVEY BY: UNDERGROUND PARKING: NQ BASEMENT: yQ /1 TOP OF F. FLOOR ELEVATION: t1.20' HIGHT LO S' 10.2t' CROWN OF ROAD 10,11' SET OF PLANS ACCORDING TO 2017 FLORIDA 8UILDING CODE, 6 TH EDITION NEC-2014 LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OR STORMWATER ONTO ADJACENT PROPERTY, APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. SET 1/2" ANY APPLICABLE RESOLUTIONS: IRON ROD NOTICE: LB #7463- IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TC THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79(10), FLORIDA STATUTES. APPLICANT: WILL COMPLY WITH ORDINANCE 80-90 (SECTION 13-13.1 OF THE MIAMI-DADE COUNTY CODE: NOTICE OF ROCK MINING OPERATIONS WHERE BLASTING. IS PERMITTED) - PRIOR TO STARTING CONSTRUCTION. TERMITE PROTECTION A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPARTMENT. ENTIRE BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION TO SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." Folio: 11-3101-034-0090 I 1 53 41 Sub-Division:MIAMI SHORES SEC 6A MIAMI SHORES SEC 6A PB 12-54 Property Address 94 NW 95 ST PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT 1 LDT 14 & W1/2 OF LOT 13 LESS NW 95TH ST R/W BLK 167 LOT SIZE 81.320 X 129 R 25892-3965 02 2007 6 PROPOSED SETBACKS FRONT SETBACK: 25.3'/23.6' SIDE interior SETBACK: 16•7' SIDE street SETBACK: 13 7' REAR SETBACK: 50'-7"' Beds / Baths / Half 3 / 2 / 0 Floors 1 Living Units I Al Actual Area 1,796 Sq.Ft + 30 SQF <ADDITION OR PART OF FLORIDA)=2026 SQF Lot Size 10,490,28 Sq.Ft 10,490 SQF --- 100% 1796 sqf ❑RIGINAL+230 NEW ADD=2,026 SQF 19,31% EVERYTHING UNDER ROOF< 35% — O Z 30.0' cr'i 06 CORNER `- FALLS IN DRIVE---, FFIA' KIN, ARA*1211a 137 7 °w ° LU UJ ;it jr° N o \lZrZ • 13.T 4 ° I 4 wro ?`b`cnsn"o I X • • EXISTING FAMILY •• e BE ENI ARGE L`O I AND i BUILT ' NEW EEC FLORIDA. RM VARIES (IMPROVED) N.W. 95TH ST. Q� X - . i LESSOUT PORTION OF LOTS 13 AND 1BLOCK 16__-_ 7 - �� - L 1 4% CONCRETE / c0 t T 'RIVE 11 I x 1 ! j ........ 11.20' j t?f 51��NCE M m 12.6' j X LOT 14 BLOCK 167 ADD a'.. 230 SQF F.F.F 1070' ,iO REVISIONS i NO DATE X 0 i CD W .... -�• -� �..__._ . O •••• •o•••• 8 _• • • �0.1'N � •• i U •••- • •*'#7 (v••• 'oboe% �FOO J W •••••• 0 . •I - N IR IN ROD •••• o • :«•••: 1.' WEST oi I • 6On Ln •}••• • • ••• •• • O • •yM ~ •o••• • • Z• Q�j •• •• Q "" co •i•••• NN M N O • •••••• LD t_J ... �� X • • ''• • . J = w •lt . Z ..... • 167 Vi a ° � 1 �o. X 16.8' Ln O 1 u �4D mZ� x^4 w�a 04 � I z I I EST 1 /2 OF LOT 13 BLOCK 167 Ro J 1CLUDED) X X I f� 30.0' (A) (B) to FOUND 1/2" 81.36' `FOUND 1/2" IRON ROD �� o IRON PIPE j 15' ALLEY (IMPROVED) 0.4'NORTH 0.4' WEST FOUND 1/2" - IRON PIPE co is 1 1— ! I FOUND 1/2" 061 IRON PIPE — @ BLOCK CORNER �.) i r51 SITE PLAN_ SCALE: 3/32" = 1'-0" J FZ f w O J =m 0 Z :2-: i SEAL DATE 05-23-2019 1 SCALE DESIGNE.O. D x � w DRAWING NO. AWN ��— A-1 I_SHEET OF SCOPE OF WORK THE PROPOSED SCOPE OF WORK. CONSIST OF: GET PERMITS (INTERIOR REMODELING AND NEW ADD] -ON FOP. EXISTING HOUSE, HOUSE : BULDNG-STRU�JURE. I -WINDOWS AND DOOR REPLACEMENT. 2-EXISTING FAMILY TO EE ENLARGE AND BUILT NEW FLORIDA. 3-KITCHEN COUNTER AND CABINETS TO BE REPLACEMEN-. 4-KITCHEN REMODELING. (FLOOD LEGEND FOLIO NUMBER: 11-3101-034 090 ADDRESS: 94 NW 95 ST.. MIAMI SHORES, FL. HIGHEST CROWN OF ROAD ELEVATION: 10,1.' AS PER CERTIFIED SURVEY BY: UNDERGROUND PARKING: t1Q BASEMENT: to Q TOP OF F. FLOOR ELEVATION: 111.20' HIGHT LO 'S 10.21' CROWN OF ROAD : 10.11' MECHANICAL 1-NEW SYSTEM SUPPLY . A/C UNITS GRILL AND DUCTS.. SET OF PLANS ACCORDING TO 2017 FLORIDA E CTRI AL BUILDING CODE, 6 TH EDITION I -ELECTRICAL FIXTJRES INSTALLED AT ADDITION. I NEC-2014 2-ELECTRICAL FOR KITCHEN. 3-NEW 200 A PANEL LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OR S70RMWATER ONTO ADJACENT PLUMBING PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. -REQUEST PERMI- TO PLUMBING JOB SET 1/2" 1_NEW BATHROOM AND LAUNDRY PLUMBING. 2-NEW WATER HEATER TANKLESS. N-210. ANY APPLICABLE RESOLUTIONS: IRON ROD FAMILY: TO BE REMOVED AND BUILT NEW F_OR'DA NOTICE: LB #7463_ SHED: TC BE Rrh9',^.VED IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TC ------ -- — THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79(10). FLORIDA STATUTES. APPLICANT: WILL COMPLY WITH ORDINANCE 80-90 (SECTION 13-13.1 OF THE MIAMI-DADE COUNTY CODE: NOTICE OF ROCK MINING OPERATIONS WHERE BLASTING IS PERMITTED) - PRIOR TO STARTING CONSTRUCTION. _0 TERMITE PROTECTION A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY.�� CONTACT PUBLIC WORKS DEPARTMENT, ENTIRE BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLOROA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE ' w BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING � I STATEMENT: 0 "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION TO SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF (f) AGRICULTURE AND CONSUMER SERVICES." Folio 11-3101 034 0090 1 53 41 Sub-Dlvision:MIAMI SHORES SEC 6A MIAMI SHORES SEC 6A PB 12-54 LOT 14 & W1/2 OF LOT 13 LESS O NW 95TH ST R/W BLK 167 � Property Address LOT SIZE 81.320 X 129 94 NW 95 ST R 25892-3965 02 20G7 6 ? S'*10ii`dlfi`O 'A1 I�rk1 $3inNlXl R1n0� aN`a' 31d1� 1"3a3d lid H11N1 3DNV1ldWOD Ol 1J3i£3ilS ' PA Primary Zone PROPOSED SETBACKS 0800 SGL FAMILY - 1701-1900 SO FRONT SETBACK: 25.3'/23.6' SIDE interior SETBACK: 16.7' `JQlB Primary Land Use SIDE street SETBACK: 13 7' 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT REAR SETBACK: 50•-7"' i 8 Beds / Baths / Half - __ .. 3 / 2 / 0 Id�Gisdlia7vr, Floors 1 Living Units 1 Actual Area 1,796 Sq.Ft +P30 SQF (ADDITIDN OR PART OF FLORIDA)=2026 SQF ; JNISWnId Lot Size 10,490.28 Sq.Ft 10,490 SQF---100% 1796 sqf ORIGINAL+230 NEW ADD=2,026 SQF' ROOF< 11d:M0313 I 19.31% EVERYTHING UNDER 35% II wswnus 30.0' fP fh CORNER 06 FALLS IN DRIVE oti Cl 5 X C2°� • 137 w UJIj' a Z N / `Y 0 ' • C) 10.8' 137 L� (.0s� "RFNN O REVISIONS RM VARIES (IMPROVED) - N.W. 95TH ST. NO DATE -, - 1 ,\.,X 1�0 Q�X PORTION OF W•;. '• LESSOUT •�•• BLOC_-K 67 • • •••• LOTS 13 AND 14 _ -- , o� _ • a • • Q. ' - ----- --- • • • , N L3 ,• p •• a•••• a ... NLK 00 so LL Gb IR N ROD • • •. •• I` • CONCRETE 1. WEST • Fo it DRIVE • ry • �a2 L6 • > t� •• s • • • • •N • .N ' •••• Zb M0 � ��' X •••• `x 3 • h Z 0 16.7' rn u a, Q W Q' m 5 d F.F.EL. = 11.20' P115 51Tmct j# 94 / �. ,A.a ro r j EXISTING - BE 1` I TOOBE, ENLARGE Y AND " T— �16 BJILT NEW ELEC-RI.,A�,ll FLORIDA.. SERVICE OVEP.HEAD 1 X LOT 14 BLOCK 167 ti ti X ° ml l mmilml FOUND 1/2" b IRON ROD r- 'FOUND 1/2" IRON PIPE _f Z ADD 3 5 S ED F.F -10 70' h;' mt O r 151 / RES 1 7 AREA q� X 81.36' 15' ALLEY (IMPROVED) t CN X o<16.8' l\ 9 iu to Asti 4D septic Sept. r T_a Ink 10 0 x1oy 60 ho # S XI 3 E F N WEST 1/, I FiE LOTS BLOCK: ,� h � pax o X �� O WATER LIN X ILq WM� o (B) FOUND 1/2" �o. o IRON PIPE L6 0.4'NORTH 0.4' WEST ^ FOUND 1,2" ONINOZ � IRON PIPE ---- @ BLOCK CORNER SITE PLAN G]AN&N SCALE: 31132' = 1'-0" of 0,4: SEAL DATE 05-23-2019 I SCAB LE 0 DESIGNED Y E.O. w UKAWINU NU. ,SHEET OF f A' ..y �S' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING ®PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 94 NW 95TH ST PR22C,,. BY T44 FBC 20 -1 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City Miami Shores County: Miami Dade ZIP. Folio/Parcel#: 11-301-034-0090 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE _ OWNER: Name (Fee Simple Titleholder): NICK GARCIA - IMMOBLIEN LLC Phone#:720-297-5338 Address:7602 NW 2ND COURT City: MIAMI State: FLORIDA Zip: 33150 Tenant/Lessee Name: Phone#: Email: gnd2@mSn.com CONTRACTOR: Company Name: ELI PRESSURE WASHING CORP Phone#: 954-882-0071 Address: 7118 NW 38TH ST City: CORAL SPRINGS State: FLORIDA Zip: 33065 Qualifier Name: DENNIS MAURICIO MERAZ _ Phone#: 754-484-1459 State Certification or Registration #: CGC1514701 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2� 0 O Square/Linear Footage of Work: Type of Work. ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition //�� `l t Description of Work: A � (1� v � i 0 ^ I � l � A c �� •y '�� - �—� � z � L, t t7 � � � (� � ` '°� p c'? •yam ' Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $___ (RevisedO2/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 on 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 m st be pasted at the job site for the first inspection which occurs seven (7) days after the building permit is issued., In the absencof such /�Osted notice, the inspection will not be approved and a reinspection fee will be charged. �� !!// / j OWNER or AGENT J •• ; The fore ping instrument was acknowledged before me this day of _ , % 20 01 by Mickci r G ( t&, wJho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: CA RLOS E CERRATO Sign: .• Print: EXPIRES August 05. 2019 troll 398-0153 ProMallota Swrv�a co+n Seal: J as Th'e f ePrbing instrument#as acknowledged before me this �_ day of 20 `"1 by DENNIS MERAZ who is personally known to me or who has produced FLDL M620-173-73-043-0 as identification and who did to th. LAURA DURAN M:'MY COMMISSION *GG102714 NOTARY PUBLIC: EXPIRESJUN25, 2021 I a Bonded twtough 1st State Insurance Sign: ilJrT Print: K-(,L L ✓Ci Seal: tttt•!!!!!!!t!ltttltt!ltttlttlfilllttt!!♦Rflftfflflttl+Yiitttttttlf!!!!!!!!R!!ti!!tt!!llfitittlttitff!!!ltltt!! APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CONTOURS STEEL DOOR, WOOD EDGE 6-0 X 6-8 (XX) & 5-4 X 8-0 (O/OXOI GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05, E1996-05b & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WO) 4 RATING. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. 5. SCALE BASED ON 11xl7 SHEET SIZE. 6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. DOOR LEAF CONSTRUCTION: -ETS: THE FACE SHEETS ARE GLUED TO E AND SUBSTRATE WITH LMC ADHESIVE. SIGN: THE CORE CONSISTS OF 1-1.25 POUND EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90" OVER THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688" X 3 1/8" X 12" FINGER JOINTED PINE. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, NCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.75" AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16" HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING UNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2-1/2" SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2" HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2 1/2" SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF LAMINATED VENEER LUMBER (LVL). THE FRAME CORNERS ARE JOINED USING RABBET 74" MAX. OVERALL FRAME WIDTH 721/4" MAX. PANEL WIDTH 36 318" WITH ASTRAGAL 9 DOUBLE UNIT (XX) NOTE 2 (INSWING IMPACT) TABLE OF CONTENTS SHT# DESCRIPTION 1 INSWING ELEVATIONS & GENERAL NOTE 2 INSWING ELEVATIONS 3 INSWING ELEVATIONS & BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS 5 INSWING VERTICAL CROSS SECTIONS 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 8 1 OUTSWING ELEVATIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 OUTSWING VERTICAL CROSS SECTIONS 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWING HORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS 14 ANCHORING LOCATIONS 15 ANCHORING LOCATIONS & DETAILS 16 UNITCOMPONENTS TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITE(S) AND/OR TRANSOM DOUBLE DOOR W/O SIDLITE OR TRANSOM INSWING POSITIVE +55 +55 NEGATIVE -55 -55 OUTSWING POSITIVE +55 +55 NEGATIVE -55 -55 JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1" X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTF OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16" X 2" STAPLES. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7/16" AIR GAP. NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE ( O to m ir O J to J � Q M LL tV = 00 Q U) Ya 0 w .- W 00c °a 6 Ca7 z co my 0w 0�tD6 QO oYz >z 0 � — W J W� W X 1' Y tO w n U) (9 W U) O cod n z Omu) Ir z 00 — a O a IIy signed by Hermes F. Norero, P.E. ` �4%T ' �. �� DAM 12/31 /09 na am approving this document = *7/'q * = scaF: 1/2' = 1' 2014.11.11 10,04:34 -05'00' DWG. BYG.LUBBECKE -T cHx.Bv: S. FREY J W 162009 64 1/2" MAX J OVERALL WIDTH 58 1/2" MAX. D.L.O. cV NOTE 2 } 25 = F \ J o G \ 6 'o9 Lu X LNOTE B 0 ) co / NOTE 2 r 7" MAX. A B NOTE 2 4 4 NOTE 2 '2" 2 MAX 35 3/4" MAX PANEL WIDTH L — PANEL WIDTH TYR MULL POST TRI UNIT (O/OXO) (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES & TRANSOM) 64 1/2' MAX O.V.A WIDTH 35 3/4" MAX PANEL WIDTH , MAX OVERALL WIDTH 26 25 \ 25 \ 0 7 _ x x JG >� z '� � �z >�o a NOTE 2 7 6 OS a NOTE 2 6 NOTE 2 oX `" p X m a / NOTE 2 X D ¢ � a � g � g 7"DMA 7" MAX. / MULL POST .L.X. UILMULL POST—[ NOTE 2 C 5 O NOTE 2 TUNOTE 21 TRI UNIT (OXO) PANEL WIDTH TYR 12" MAX. 4 NOTE 2 PANEL WIDTH 3 5 3/4" MAX (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES) 37 1/2" MAX O.V.A. y + FRAME WIDTH x \ o � w J Lu x J a J w T W Z W O � ' a 7 6 os 1 EL x 7 6 NOTE 2 NOTE 2 a NOTE 2 p B 35 3/4" MAX. PANEL WIDTH SINGLE UNIT (X) (INSWING IMPACT) PANEL WIDTH DUAL UNIT (OX) (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITE) NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE 4 FBPE ro J m F- U) u� z O Q Z W LL Cm W> Y = 00 i Q Q r W I` —1 S W w -, w ow G XX 00U) 0�� o �a o'T w �3 w 0 W� z_ (00 w U) if�z z Do§ a 0,6 cn p Z Z O 00 — x a O a U) Z 0 1� DATE 12/31109 scn�e 1/2" = 1' * = DWG. BG.LUBBECKE w: OHK.BY: S. FREY J W 162009 SHEET 2 OF 16 O 37 1/2" MAX O.V.A. _ _ r FRAME WIDTH y ❑ 31 1/2" MAX. D.L.O. D NOTE 2 x 26 \ C7 \ x J w 25 \ 9 o _ > ro w O _. az % 0 ¢ 7 g NOTE 2 / NOTE 2 rn / C D NOTE2 35 3/4" MAX. f PANEL WIDTH SINGLE UNIT (O/X) (INSWING IMPACT DOOR WITH NON -IMPACT TRANSOM) NOTES: 1- ALL VIEWS FROM INTERIOR. �I"lilt, � 2 - MASONRY AND CONCRETE CONSTRIiQT M. t ilt, �� S F. O '/��i O ED cc m o U � J� z O Q M 12- LL N W QY o0 J Q p r` 2 Lo W co Q = W r- cl) Y d w ❑ J o 0 uj 0 0 rn 3:_0 0 x°( C7 OYz ❑�- Jm� FXD U) 0 co m 0 x ox OroU) � o z 0 O z a 0 x1 z� O ¢w > w wt- ¢ w� w m z0 M § J 0 (0 m w w o r a ¢ �'m } (Dw Q z x¢0 UxF w0aU) ❑wFz o0WO w o xo � N z ❑ W of ��w o o mwz_ 4YCs ,"(� '•. p0 : x, N i'! Y 9 T / OF $��``///1TEj,[�/A � i�0�FiWNe�.+"rY'c"rPi•\�` �Ccpde.a,E,t�ea>iaG� `� o� JJ�p,"@�ild��t FBPE *AilGiriitb�TJa. 29578 DATE: 12/31/09 SCALE 1/2" = 1' DwG. B�.LUBBECKE CHK BY: S. FREY DRAWING NO.: JW162009 SHEET 3 0F 16 Item DESCRIPTION Material 1 HINGE JAMB 1 114" X 4-9/16" FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1/4" X 4-9/16" FINGERJOINTED PINE PINE 3 LATCH JAMB 1-1/4" X 4-9116" FINGERJOINTED PINE PINE 4 SIDELITE JAMB 1-1l4" X 4-9/16" FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN. EMBEDMENT STEEL 6 4" X 4" BUTT HINGE 12GA..089"MIN STEEL 7 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 8 #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 9 3116" ITW BUILDEX TAPCON WITH 1 1!4"MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM 12 #8 X 21/2" PHILLIPS FLAT HEAD WOOD SCREW STEEL 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6AL ALUMINUM 14 NOT USED 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL 20 LOCK BLOCK 1-11l16" X 3-1/8" X 12 FINGERJOINTED PINE TREATED PINE 21 ODL LIP -CITE FRAME PLASTIC 22 1" O.V.A. INSULATED TEMPERED GLASS GLASS 23 16 Ga. 7/16" CROWN X 2" LONG STAPLES STEEL 24 CORRUGATED NAIL 1!2" X 1-1/16" 25 GA. STEEL 25 KWIKSET LOCK SERIES 400 STEEL 26 KWIKSET DEADBOLT SERIES 660 STEEL 27 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 29 NON -COMPRESSION SHIM WOOD 30 EXPANDED POLYSTYRENE (1.0 TO 1.25 pcf DENSITY) MFG BY JELD-WEN FOAM 31 STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021" MIN. THICK.) FIBERGLASS 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 CORNER PADS 2", LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP FOAM 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM 35 MULL POST, EDGE GLUED FINGERJOINTED PINE PINE 36 3/8° ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE 38 JAMB, 1-1/4" X 4-1/2" FINGERJOINTED PINE LVL 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 40 ASTRAGAL BOLT 0.313 DIA. STEEL 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 42 11/16 O.V.A. INSULATED 1/8" ANNEALED GLASS GLASS 43 1'STEELBRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT 45 GLAZING CLIP CELLULAR PVC 46 SASH CELLULAR PVC 47 STRIKE PLATE GLOBAL STEEL 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC 1" 1" MIN m 1" MIN. 1" 1" MIN 1" MIN. MIN. 1" MIN NOTE 1 �[ %V NOTE 1 MIN. 1" MIN m 1" MIN 1" MIN 9 x w 1" MIN 28 41 1" MIN 9 NOTE 1 xx Y iv NOTE 2 NOTE 1 NOTE 2 28 41 z 28 41 ¢x w 28 41 1 A v= 5 5 1 ^ a jai �.. d."' rn � 29 29 � Al A. '. m O 2 �29 �� 29 38 U � - v f w U 38 w T / Z uj LL� z y SEE DETAIL A = z y w Y F cL 4. SEE DETAIL A t6 SHEET 15 37 42 O = W F 3� = Q r- SHEET 15 10 _ 16 11116" O.A. o W ¢g¢ v = 37 C7 w w co ^ Q = SEEDETAIL A SHEET 15 10 44 45 46 `� SEEDETAIL A SHEET 15 11/16" O.A. o Z a 37 iv X N fV . ¢ 38 45 46 � ¢ = w z 37 n v w,-.w O 38 OP w O� 3:wv 2 w O OYzU Ill 16 Ow O w oLID- w w = 10 o 0 16 w z Q W z z w p 0 _ �XOO m a X w w = rn�0 N 30 = �oZ ¢ O < z z 30 10 O�� f F- °�' 31 a z¢ 0 0 z 31 � � a a U ;NOTE1 O O 17 w WI �gm 32 w z w w z (Dw 30 30 ¢zz O a z1 1/2"UOw17 17 SLO EMB. 9 N w o 0 LO wxo m 3232 w a NN 11 11 IN 1" MIN I 1" MIN r7,7 < MIN. � N o ¢ O N � ® ® C VERTICAL CROSS SECTION DOOR/TRANS M TYP. D VERTICALCROSS SECTION 00�l+FIA/{ M TYP. 28 41 1 1/2" MIN. 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRETJ�Y SEE NOTE 1 9 p Q ..• i z EMB. DATE: 12/31/09 a. 5 1"MIN I NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 7 _ -E 3" =1' tl� 1. LONG AS MINIMUM ANCHOR EMBEDMENT = * * ' DWG. BG.LUBBECKE 1" MIN 1" MIN DEPTH, INTO MASONRY, CONCRETE, OR MIN. %1 ty CHIC BY: S. FREY VERTICAL CROSS SECTION. DOOR TYP. WOOD IS MAINTAINED. % O j PPE �u T ".�._ `� DRAWING NO.: 4 WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION DOOR TYP. NOTE 2- OPTIONALLY, ANCHOR CAN BE PLACED <kq\Fll 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. i �R"�1din�� JW162009 FSPE Car1.�II N�MT N0. 28518 SHEET 4 OF 16 r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4g.gov/economy Nu-Vue Industries, Inc. 1055 East 29th Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT: Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 03/06/2018, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, 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 Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 17-0802.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 0410 %��/� Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence Submitted Under Previous NOAs A. DRAWINGS "Submitted under NOA #16-0201.22" 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2016, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 Fl and F2 02/15/08 2. 05-5196A AB-7 F1 and F2 02/15/08 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward, L1 and L2 03/20/06 6. 06-5622 IKE-2 Upward, L1 and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04 S. 03-4631 NVTT Upward and L1 06/21/04 9. 08-6711 NVHC-37 Upward, Ll and L2 03/14/08 10. 04-4641 NVSTA Upward, L1 and L2 03/17/04 11. 04-4642 NVHTA Upward, L1 and L2 03/22/04 C. CALCULATIONS "Submitted under NOA # 08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #16-0201.22" 1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial interest, dated 01/29/2016, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 13-0206.17" 2. Statement letter of code conformance to 2010 FBC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.E.'t Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-031.2.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 E - 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-0802.10 A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5ch Edition (2014) and 61h Edition (2017) FBC and of no financial interest, dated 07/25/2017, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 E-2 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 03/06/2018, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Adjustment factor calculations per ASTM D7147, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/06/2018, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial interest, dated 03/10/2018, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 E-3 MIAMi•C,1rADE MIAMI—DADE COUNTY, FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90" Street Medley, FL 166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section 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 "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I. APPROVAL DOCUMENT: Drawing,No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (.L.MI)", sheets 01 through 14 of 1.4, prepared by manufacture,, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2, sheet 5 and sheet S. 2. See pocket installation detail in sheet 11 and notes #15 and 416 in sheet I. 3. Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with anv 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 & renews NOA #14-0908.02 and consists of this page I and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P. E. NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 Lawson Industries,' Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawuig No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMl)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04115115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked --up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-LI- 3269, dated 05/16/11, HETI-11-3292, dated IV210/11, HETI-11-3274, dated 10/20/11, HETI 11-3329, dated 01/16/12, HETI--12--4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI--12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI--12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz---Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawui ags and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA 1Vo. 12-120412) 4. 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-I1-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-120412) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2©23 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked --up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No. 12-1204.12) 6. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1. TAS 202---94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 041118/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed. and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28115, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18, Isha4 I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasg Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-042316 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E.(Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05116111, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11 3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/151/11, HETI-11-3292, dated 10/20/11, HETI 11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/121 HETI---12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, IIETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing,lnc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI--11-3269, HETI-11-3270, HETI-11-3271, HETI-113272,HET1-11-3274, HETI-11-3275, HETI-11--3291, HETI-113292, HETI-11-3307, HETI-1.1-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI--12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz Seda, P. E. Isliaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 .Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI---11 3271, HETI-11-3272,HETI-I1-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI 11-3330, HETI-12-4040, HETI-42-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1.126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6"' Edition) code compliance. B. Test 1. None. Isbaq J1 Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/104/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises & renews4l4-0908.02, expiring 02/13/23. IshAq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 MIAMI-MIAMI-DADE COUNTY ® DARE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "HS-8700 (Flange --Frame)" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. g r NOA No, 17-1212.17 /ZC,15 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under AVOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. ;IETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 1.1, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, fIETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. 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, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc.; Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01128/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted tinder NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21!21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated November 17, 2017, issued; signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, IIETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under IVOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-211.6A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LMJ." approved on 04/13/17 and expiring on 04/11112. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-3 NOTE: UA AU 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & B1" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C. D, & E" REFER TO SHEET q4 4) REFER '1'D SHEET 6 OF LO FOR DESIGN LOAD CHARTS AND NOTES. A Al E XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B. & 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E' REFER TO SHEET p5 4) REFER TO SHEET B OF ID FOR DESIGN LOAD CHARTS AND NOTES, NOTES: XOX Un-Equal Lite 1/4-1/Z_1Z4_) 1) REFER TO SHEE':' 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & BY' REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E_ REFER TO SHEET y5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES SERIES-8700 HORIZONTAL SLIDING IMPACT_ WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6Lh Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS g6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INs'rALLED ABOVE 3OFT. IN THE, HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. i0.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9, 13.) 9_XT & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DET'A115 & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. I-,) SEE SHEET k 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT TILE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL 1N CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE FLORIDA BLDG. CODE. PRODUCT REVISED 1 1"y1 8 wish the awm- 9 Code Flonde Aacq,ft. a Mo E ^pimuon Date By � Miami Dare w, Po rCoct Control x c C)- Ca c Z a m � w o a < 3 n F w o o C7' z 2 d a m�a z o 0 Z 0 Z m r Z E O Z > 1w w x s a d o n .. t` �IQ � x +IIII TEST UNIT SIZE: III" X 63' * ---� INSTAIJATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA- FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA- FRAME JAMB +SEE GENERAL NOTE #3 & p4. T- 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH 5' Max. D.L.O. Wdt MaJ D.L.O. Width = 24 3/6 _ 24 8 B B1 ANC. RANCHO 1. SAME ANCHOR SPACING AT HEAD e SILLL\ / EXT. 6 INT, FALSE COLONIAL 2. TWO ADDITIONAL ANC REQUIRED �/ MUNT(NS ARE APPLIED W/ V/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVaILABLE AS OPTIONAL - DP ABOVE -70PSF / - 75PSF (4 TOTAL) N T XOX" WINDOW EQUAL LITE VERTICAL CROSS-SECTION DE -AILS 'A. At, B, 6 BI" AT SHEET e3 TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DE: AILS C, D. 6 E AT SHEET N5 INSTALLATION FASTENERS * 111' OVERALL FRAME WIDTH I(A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL REQUIR[D ai MEETING Ra[Ls FOR UNITS WITH OP ABOVE(4 AT FRAME SILL IF DP ABOVE 70.0) ( /- 70PSr(4 TOTAL) JA (C) 5 AT EA. FRAME JAMB��4AX,z0.[� ' *SEE GENERAL NOTE #3 & #4. Mo'- D.L.O. 'sdth 3 1 (} �r�C oo TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (B)(FRAME AME HEAD IF SILL AT DP ABOVE 70.0 6 AT AT ( ERA E SILLJAIF MB ABOVE 70.0) (C)5 AT • SEE GENERAL NOTE #3 & y4.Ip�gr AL( LPICORNERS) I I 13 114114• p.C, q v<• D.C. 13 1/4- D.C. I 13 1/4' CC. T 5• IT r ETYPICAL A� 5"ALL CORNERS) ANCHOR NOTES: ' 1. SAME ANCHOR SPACING AT HEAD 6 SILL EXT. P, [N i. FALSE CUL NIAL HUNT IL ARE 2. TWO ADDITIONAL ANCHORS REWIRED AT APPLIED W/SILICONE AND ARE AVAILABLE MEETING RAILS FOR UNITS WITH DP AS OPTIONAL. ABOVE +70PSF / - 75PSF (4 TOTA0 "XOX" WINDOW - UN -EQUAL LITE NOTES: 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B, & BI• AT SHEET e3 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D. & E' AT SHEET 115 74. OVERALL FRAME WIDTH 73" INTERIOR FRAME WIDTH C le 5• Mo 4 O.LO. Width 4 73 1 B B1 g e M � I n 'A (TMICAL AT ALL CORNERS) O tD O w O'n 3�n 131/4. OG z J o Z p O m i a v4• p.G. C 13 1/Ie• O.C. U 13 1/4. OC. �z 1wy ANCHOR VO�7[ ES: {y 1. SANE ANCHOR SPACING AT HEAD SILL EXT. 6 INT. C6LDNIAL EFALSE ,& 2. TWO ADC[TIpNAL ANCHORS REQUIRED �J�J Wes/ 3(LSCONELnRDE AT MEETING RAILS SF UNITS TOTAL) AVAILABLE AS OPTIONAL. DP ABOVE -/- 70PSF (eITSW "XO" WINDOW EQUAL LITE A NOTES: ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTIUN DETAILS •A, Al, B, 6 B1' AT SHEET e3 Z 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. 6 E' AT SHEET N4 M SERIES-8700_ HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED Rs cornplywg with the Florida Building Code AcceptAnae Nu -) Ill. Expiration Dare H By Miami pwdKI Cant 4d r ug o o 0 u iW m m i u 2� `2 z z o ' 'i U o t m ti o� Y L VS4 SHR.� Miami Shores Village Building Department 7W 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE, ••.• I (We) have been retained by to perform special inspector services u L me lorida • • �' ' • • • • • y Administrative Code at the " Building Code 5th Edition (2014) and Mi:te i DadAQ1 • • project on the below listed structure as of (date). I am a registeredarehitectlprofessional _ engineer licensed in Statda. 1 00*0 • Process Number. ,,,00 ,�� ••• • ..... Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51h Edition (2014) • • • • • ,,,,,, _ Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for .. , „• _ Trusses > 35 ft. long or 6 ft. high • • ' " • • _ Steel Framing and Connections welded or bolted .... • Soil Compaction Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed ting that, to the best of my knowledge, belief and professional judgment those r1®t ut ined above meet the intent of the Florida Building Code and are in substantial tntte+pjl�ro 1 plans. w 341 Signed and Sealed Date: OR Engineer/Architect Name ..Sim,ti —go �_I�4ZCl� Print `�f Address _. `� R-25[10. __ ' E3111.1AN/► 0110ZC/1, 1".E. Proiiessionnl Engineer 949 SW 1 22 AVE. MIAMI FL. 331 84 PHONE: (785) 71 5 - 71 25 • • •• • •••• t••t•• CALCULATIONS COVER SHEET NEW ADDITION FOR: IMMOBILIEN LLC 94 NW 95 ST., MIAMI,SHORES, FL TABLE OF CONTENTS Wind Load Calculations....................................................1-3 Joist Calculation 2"x10"@16" UPIFT ,BENDING .... .............. 4-6A Diaphragm Sheathing......................................................7A-8 Footing calculation...........................................................9 Starter Column and tie beam..............................................11-12 Continuous Wall CBS....................................................13-14 WOODVALUES. NDS......................................................................15 ER7000 EMILIANO OROZC : DNS • Oto P.E.66341 No 63 E {u °,�Fc o R%�•�,� SSIO N P- � 12/16/2019 MECAWind Version 2.0.2.7 01 Detailed Wind Load Design (Method 2) per ASCE 7-10 Description: NEW ADDITION Analysis by: n Structure Type Building Basic Wind Speed (V) 175 mph Struc Category (I, Il, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (nl) 1 Hz Slope of Roof 0.3 12 Slope of Roof (Theta) 1.2 Deg Type of Roof Monoslope Kd (Directonality Factor) 0.85 Eave Height (Eht) 8.10 ft Ridge Height (RHt) 8.40 ft Mean Roof Height (Ht) 8.30 ft Width Perp. To Wind Dir (B) 15.80 ft Width Paral. To Wind Dir (L) 38.80 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.53 Flexible Structure I No rs Importance Factor 1 1 Hurricane Prone Region {VO • �. Table 6-2 Values* • Alpha = oJ.58Q�• zg = 90a.008r• At = 0.105 • Bt = 1.000 Bm = 0.650 Cc = 0.200 1 = 500.00 ft Epsilon = 0,200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category III: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9522 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8998 Gust Factor Summary G Since this is not a flexible structure the lessor of Gustl or Gust2 are used 1 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 Copyright 2005 www.mecaenterprises.com Page No. 1 of 3 B MECAWind Version 2.0.2.7 Detailed Wind Load Design (Method 2) per ASCE 7-10 6.5.12.2.1 Design Wind Pressure - Buildings of All Heiqhts Elev 0 Kz Kzt qz Ib/ft^2 Pressure Ib/f A2 Windward Wall* +GCpi -GCpi 15 0.85 1.82 102.86 51.43 88.46 Figure 6-6 - External Pressure Coefficients, Cp orce T. Variable Formula Value Units Kh 2.01*(15/zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.82 Qh .00256*(V)^2*1*Kh*Kht*Kd 102.86 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc 1.00256 *VA 2*1*Khcc*Kht*Kd 102.86 sf Wall Pressure Coefficients, Cp Surface 777757 Windward Wall See Figure 6.5.12.2.1 for Pressures) 1 0.8 Goo •000 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) - Reduction Factor 1 1.00 Calculations for Wind Normal to 15.8 ft Face Cp Pressure (psf) Auditronei Runs may be recto+ for other wind ditections +GCpI -GCpi Leeward Walls (Wind Dir Normal to 15.8 ft wall) -0.28 -42.75 -5.72 Leeward Walls (Wind Dir Normal to 38.8 ft wall) -0.50 -62.23 -25.20 Side Walls -0.70 -79.72 -42.69 Overhang Bottom (Applicable on Windward only) 0.80 69.95 69.95 Roof - Wind Normal to Ride heta<10 - for Wind Normal to 15.8 ft face Dist from Windward Edge: 0 ft to 16.6 ft - Max Cp -0.18 -34.25 2.78 Dist from Windward Edge: 0 ft to 4.15 ft - Min Cp -0.90 -97.21 -60.18 Dist from Windward Edge: 4.15 ft to 8.3 ft - Min Cp -0.90 -97.21 -60.18 Dist from Windward Edge: 8.3 ft to 15.8 ft - Min C -0.50 -62.23 -25.20 Roof - Wind Parallel to Ridge All Theta - for Wind Normal to 38.8 ft face 12/16/2019 .e:: *see •• • sees •900 • • Copyright 2005 www.mecaenterprises.com Page No. 2 of 3 12/16/2019 MECAWind Version 2.0.2.7 Detailed Wind Load Design (Method 2) per ASCE 7-10 Dist from Windward Edge: 0 ft to 16.6 ft - Max Cp -0.18 -34.25 2.78 Dist from Windward Edge: 0 ft to 4.15 ft - Min Cp -0.90 -97.21 -60.18 Dist from Windward Edge: 4.15 ft to 8.3 ft - Min Cp -0.89 -96.32 -59.29 Dist from Windward Edge: 8.3 ft to 15.8 ft - Min Cp -0.51 -63.12 -26.09 * Horizontal distance from windward edge Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 2a 2a ---------- + 2a —' 2 L — + -1 + Ht 3;----------- ' —•i h— a I W Note. The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a = 1.58 ==> 3.00 ft r)ntrhlp Clirk on anv data en/ry line to rereive a heln Srrepn Component Width (ft) Span (ft) Area (ft"2) Zone GCp Max Min Wind Press (lb/ft^2 Max Min JOIST # 1 fees 1.33 . age* 16.4 12.36 1 0.29 -0.99 45.21 -46.32 e e • .00. . . ..... .. . .... ...... .... ...... ...... .... . . ej Copyright 2005 www.mecaenterprises.com Page No. 3 of 3 JOIST CALCULATION 2X10@16" 1 INTERIOR ZONE PRESSURE _ -45.21 PSF A - SPAN 2 AND 3 ZONE PRESSURE _ -46.32 PSF B - WIDTH C - AREA SLOPE = a =10% OF A 0.25 12 b =30% OF A c =angle DEAD LOAD=10% 5% d= ZONE 1 -10% -55.21 e = ZONE 2&3 -10% -56.32 UPLIF.T�.. . . (c x zorae 2&3 pre';s'- 1(r% x d x 4) / 2 = ...... • . .. . . • (c x zone 1 press:--1b1A:x d x 2) / 2 = ...... .... .. .. ..... .... ...... ..... .. . .... :••••: L'L=" "" 30 PSF • DE= ": 10 PSF ...... .... ...... ...... .... . . JOB: ADDITION Analisis by -239.75 -352.537 U 16 FT 1.33 FT 21.28 SQ FT 1.6 4.8 1.00021699 2.128 SQ FT 6.384 SQ FT TOTAL UPLIFT -603.7 ata to insert In RED Loads Dimensions Properties DL (psi = 10.00 bwidth (inches) = 1.75 NDS Fb (psi) = 800.00 LL (psfl = 30.00 dhigh (inches) = 9.75 E (psi) = 1.40E+06 UPLIFT ULTIMATE (psf) - 100.00 Ltributary (feet) - 1.33 NO MEMBERS 1 USER Fb (psi) = 800.00 Lspan (feet) = 16.00 WIDTH 1.8 USER E (psi) = 1.40E+06 CONSIDER FOR WIND CD=1.6 (Y/N) Y LOADS BASED ON NDS 2005 & ASCE 7-10 DL = 10.00 psf DL = 6.00 psf + LL = 30.00 psf 0.6 UPLIFT = -60.00 psf U L = 40.00 psf U L = -54.00 psf UL (WL 1.33 REDUCTION) = -54.00 psf Ltributa = 1.33 ft Wmax = 71.82 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 16.00 ft Wmax = 71.82 /ft ...: .•.. p; 1.75 in •••• '• '•� d 9.75 in .... .:.. ; 1,280.00 psi CD = 1.6 . . . •0" "" "E`� .... 1.40E+06 psi .. . .... •' •" •••t.= •••� 135.17 in4 • ...... •••• ( Dt•+ 0.41 in •••DL+Lr,L•--;�/240�jerm� 0.80 in, FBC 1610.1 ••Lmax= 19.92 ft. Allowable for deflection to DL + LL. ( LL )©= 0.31 in LL-->L/ss0 Aperm= 0.53 in, FBC 1610.1 Lmax = 19.15 ft. Allowable for deflection to LL. A 5, OK 0 erm BENDING Mmax = 2,298.24 # - ft VGRAVITY - 320.00 # - ft S = 21.55 in' VNET UPLIFT = 574.56 # - ft SX = 27.73 in' S s, OK SX Lmax = 18.15 ft. Allowable for bending USE WOODI JOIST (1) 2 X 10 Cad 16 in O/C U10 ...... . .. . . • ••••• •• • •••• • • •••• • •• • • • . • •••• GIRDER (Y/N)= N psi CD = 1.6 RESULTS S, OK Aperm S <3 OK Sx GRAY 40.00 psf U P. 54 1psf 2 .... . .. ...... . .. . . • ...... ...... .... .... ..... .... ...... ..... .. . .... ...... .... ...... • .. ..0... .... . . 0 5YL3 7f, %, 6 � 4�, 14*-� -)�-2rL fi ft �4, 9(0 ati3 l8 Stvxfp -rA �, �- �- � ' � ��' SxisxlD�°Xd.33x18�S8 IASD(,q� �a., :21 0.60D10 -r0.02s�+0.� 'kN 1 4- 0000 0-0 0 0 0 0 0 0 0.0. .. 000:: .... o 0::o 00 :0096: 0 ...... 0:0900 0 : 0 0 000000 0', 00 OX 0 0 *000 I .. .. . . . .. .. . Table 4.26 iVon�inatUna pr Opacities for Wood -Frame Diaphragms Unblocked Wood Structural Panel Diaphragms (Excluding Plywood for Ga{1,2.3.4 .• • • • •• ••. • • • • • •M1gIMum • Minimum • { + • • •Fastener Nominal Minimum Sheathing Grade som"lion �edwit9tiaA• Panel Nominal Nall Sits in Framing Thickness F (in.) (in.) dt Widh th �._..._. 6d 1-1/4 5/16 2 3 8d 1-3/8 318 2 Structural t 3 10d 1-1l2 15132 2 3 5116 2 6d 1-114 3 3I8 2 — - 3 _ — A2 3/8` 3 7116 2 Sheathing and Bd 1-318 Single -Floor 3 16132 2 3 2 10d 1-1l23 P_15132 9132 2 3 I Nanunal unit <licat : ij.acdrrs shall ho:011"iril III 'Iu"n howC'.� nh d '_ 1 lu A(,:1i Ioc V50_111i'mthlc in III mhCuf I,ip:wII, and 1.1i1111;ICw(V'I unit IC- ,' d. t ,acncr.d ion•;nucUon Iccpurinu.IA, d -' I,Fin ,perdu: iCytulcm nt ci d 'i 7 1 lr UJ I Jhuu riraI paurl�h:till r.Igrn .' Flu II aI11Il ,r�idcv III,1 01oI, Iill IIU,I% I j I I m I yr tiIn«Ihvl i•ul� IV aurcdnronu dune till.Il ij'acnl ini'iCdc.I.nxncdbi nulhq+F I �1hC Iahnhl(:6 Cttl)tClh C (hC'N1 CItW t i,urti A;litis(MCnl Psbn li (�.,-t 11 t11 n�t �purlln(rvR+rlU Irrmni.luml¢'i tram the\ 11 I'nc S1..c it I,(;I,,\ ih —i,n dull -mnh yn UII than I hpp;ucot;JiC;u stllihcC'� r;tnw" (. � .nr kral tin nail dIp In fl,mnn t�,Ilh mui.nur Ctmh'at Ic.. Ihan ur apini 111 '01-:1. uuu Ill ;!Ih:Ii0II'nI nna p:wd alllFkns cul�_tc�: I"I diutdvaone: Cunzlt'tioc'i wt(li t7ti11 paIlwk "'lmn I,iy- calnnl pvtck are :Ixd. t;, eshlcC shill hC dCiCUll U1Cd ru :Io<onlaoCc irnb, bl hcw In _"ktr," 0k.111 oI VIC h,[lwot." I, ,.t c,It;;I thin, 19", It l iic ,I :ah- rtcntton 6' .hall IIi ❑,ul.IpbC,1 ht if A _ SEISMIC _ Edge Nail Spacing: 6 in. Case 1 Cases 2,3,4,5.6 V. G. V. G. ki slin. 1 ki slip. 330 90 250 60 370 7.0 280 4.5 480 8 5 360 _ 60 530 7.5 400 50 570 14.0 _ 430 95 640 12.0 480 8.0 300 9.0 220 6 0 340 7.0 250 5.0 330 75 250 5 0 370 _ _ 6.0 280 4.0 320 &0 430 9.0 480 7.5 360 50 460 8.5 340 5.5 510 7.0 380 4.5 1 480 7.5 360 50 1 530 6.5 400 40 510 15.0 380 10.0 580 12,0 430 8.0 570 13 0 430 85 640 100 480 — 7.0 e WIND Edge Nail Spacing: 6 in. Case-1 Cases 2,3,4,5,E Vw Vw 460 350 520 390 670 505 740 560 Ron — 600 895 670 ___ 420 310 475 350 _ 460 350 520 _ 390 --_ — 600 450 670 505 645 _ 475 715 530 670 505 740 560 715 530 810 600 800 600 895 670 Casa: t Casu 2 Case 3 Load Flaming 6lnckin9 if used t + Naphragm boundary Case 4 Case 5 Case 6 Load tibtkuv irusad--._... Framing 1•l4,4 11 1�t�e , 1 I j Conlinunus panel joints Continuous panel Joints CUSTOMER: 94 NW 95 ST DESCRIPTION: NEW ADDITION CALCULATION FOR FOOTING 2000 PSI WEIGHT OF CONCRETE=1.50 LBS./CF WEIGHT OF EARTH=100 LBS/CF GCP=0.8+0.7=1.5 GROSS UPLIFT=46.4xl.5=70 PSF D.L.=((70x4')+(3x45))x23xl.5=14318# 14318/23=623 SERVICE LOADS: L.L.=30PSFx5.5'X1.7=281 PLF D.L.=1712PLF TOTAL W=1993 PLF REQUIRED AREA=1.993/1.75=1.14 SF USE FOOTING WIDTH OF 12" IS OK. CRITICAL SECTION 4"-1"=3"=0.25 FOR MOMENT: PU=1.993/1.33=1.5 Kips 2 Mu=1.5 0.25 =0.047 Ft -kips .... 2 .... . .. Kd:w:0.047.xl2 . 2 • 0.9xl;6;(&&9) . 'V. 0005+. tt; "01 + MIN=0.0033 .... ...... 00 ' AS jjin=0 jg44X16X8.69=0.46 IN^2 • ...... t$P, 2#5•f�O?FT. ON BOTTOM AS= 0.62 INA2. IS OK. .. •.I QOTINd 16''X12",W /3#5CONT/ #5 (a7 16". CUSTOMER: IMMOBILIEN LLC DESCRIPTION: NEW ADDITION CALCULATION FOR TIE BEAM REINFORCEMENT F'c=3000 psi Fy=60,000 psi L.L.=30 psf D.L.=25 psf Weight of Concrete=150 LBS/CF Beam Weight=((8"xl2" )/t44)xl50 PLF=100 PLF DL=25 Psf x6'=150 PLF LL=30 Psf X 6'=180 PLF FACTORED LOAD: DL=330 PLFX1.4= 462 PLF LL=180PLF X 1.7=306 PLF TOTAL= 768 PLF 2 M(+)=0.125X0.768X(25) =60 FT -KIPS V u=0.5X0.77X25=9.63 Kips H=12"-1.5"-3/8"-(5/8")/2=9.81", b=8" K(u)=60xl2=1.039 =4 £=0.0055 0.9x8(9.81)2 A,s(t)=0.0055x8x9.81=0.43 in2 ' give 0.00>0943 OK ...... .fie . .. . . ...... ...• .. .. . . . . ..... .... 000000 ..... .. . .... .. .... ...... .... ...... .... . . . ...... ... . . 00000 Vc+Vs>Vu Vs=(0.85x0.30x60x9.81)/8=18.76>10.50 Kips CHECK TIE COLUMN: £g=0.03 The axial service load is 10.4 Kips Required Ag= PU 0.80x0.7x(0.85x3(1-0.03)+60(0.03)) Ag=2.39 in2 ACTUAL Ag=8"x1211=96in2>2.39in2 OK LOAD ON CONCRETE=0.80*0.70 (0.85f c)Ag(1-0.03) =132.6 Kips>10.4 Kips ...... . .. . . ...... .... .. .. ..... .... ...... ..... .. . .... ...... .... ...... ...... .... . . IMMOBILIEN LLC 12116/2019 94 NW 95 ST STRENGTH DESIGN FOR LOAD BEARING CONTINUOUS WALL (D3 Reinforcement at mid -depth Specified Thickness, t 7.625 in. - - Self Weight 60 psf f,n (specified masonry compressive strength) 1,500 psi ` ;4 fy (yield strength of steel) 60,000 psi f, (net area compressive strength of CMU) 1,900 psi E, (modulus of elasticity of masonry in comp) 1,350,000 psi ES (modulus of elasticity of steel) 29,000,000 psi d = ff2 3.8125 in. n = Es/Em (modular ratio) 21.48 Wall Height (h) 8.5 ft Wind Pressure (P) 43.99 psf Emu maximum usable compression strain Emu tensile strain in reinforcement DESIGN FOR FLEXURE Moments are due to wind loads only as a result that the wall is non load bearing and gravity loads are concentric. Tributary Area (= h2/3) or (_ @ x h) GCp (zone 4 & 5 windward) GCp (zone 4 leeward) GCp (zone 5 leeward) Masonry located on zone Wind Pressure Mu = 1.6'P(h)2/8 Estimated Required Reinforcement As=Mu/00.9dfy = try No. As provided 34.00 ft. 2 0.85 -0.87 -1.67 5 -81.30 psf 1174.71 lb-ft 0.076 in`/ft 5 @ 48 in o.c. 0.0775 in2/ft OK! �heclP4fla%40ium ReinfoCocement Make sure the desi9i;44 flgxural reinforcement does not exceed the maximum. Neglect the small axial load • ... Oue to s6f weight. .. .. . . . .... • ... • 000000 ...... ...... • • • . ..... . .•.. . •• . . ...... .... . • As max = 0.282 in2/ft SATISFACTORY DESIGN! As max > As provided continuous wall2 IMMOBILIEN LLC 12/16/2019 94NW95ST STRENGTH DESIGN FOR LOAD BEARING CONTINUOUS WALL Design for Shear Vu=1.6*P*h/2 Vu = 552.81 Ib/ft Nominal Shear Capacity Vn = The most conservative (lowest) value of Vn is obtained when M/Vdv=1. Also the axial load P can conservatively be taken as zero. vn = 2.25 An r 11 An= 40.7 inZ/ft �Vn = 2837 Ib/ft Vu < 0Vn SATISFACTORY DESIGN! OK! .... . .• . .. . . ...... . .. . . ..... .. .. 0::::o .... ...... ..... .. . .... . . . . .. .... ...... .... ..... . . .... . .. • ...... .... . . 0000 continuous wa112 • •see • • 2012 NDS Supplement Addendum March 2013 Page 2 Ole Deal n values In pounds r square inch s Species and She Grading Tension Shur Comp Sion Compression commercial grade classification Bending parallel to grain parallel to grain perpendicular to grain parallel to grain Modulus o1 EIae11 Specific Gravity" Rules Agency E F Fr F Fs� Fs G Dense Select 1950 1.300 175 660 Ln 1,900,000 690,000 Structural Select Structural 1 700 1.150 175 565 1.650 1,800,000 660,000 Non-Dse 1.500 1.050 175 480 1.600 1,600.000 580, Select tru Sated Structural No 1 Dense 1.200 SW 175 660 1.550 1,800,000 660,000 No 1 1l7' wide 1.050 � 175 565 1.450 55W, 0.55 SPIB 1,400,000 No 1 Non -Dense 950 §25 175 480 1.400 510.000 No.2 Dense B 1 5 660 1.350 580,000 510 000 No.2 4L 175 565 y QQ No 2 Non -Dense � 425 1 480 1.250 1.300.000 470.000 1 IQQQQQ iZQDX No.3 and Stud 475 275 175 565 750 Dense Select 1JIM 1.250 175 660 1,750 1,900,000 690,000 Structural Select Structural 1.600 1.100 175 565 1�50 1.800,000 660,000 Non -Dense Select Structural 1.400 975 175 480 1.550 1,600,000 580, No.1 Dense 1.100 � 175 660 1.500 1,800,000 660,000 No 1 12' wide i= � 175 565 1.400 ,5K 0.55 SPIB No.1 Non -Dense 2M 575 175 480 1.350 1,400.OD0 510•D00 No.2 Dense %K %& 175 660 1 3W 1,600.000 No 2 ZN 4500 175 565 1.250 1,400.000 510,000 470.000 No.2 Non -Dense 700 400 175 480 1.250 1.3w.000 y300.QQQ 470.000 No-3 and Stud g¢Q 175 565 Select Structural 2,050 1,200 175 565 1,B00 1,600.000 580,000 No.1 2' - 4" wide 1,450 875 175 565 1,650 1,5m,000 550,000 0 51 No 2 1.100 675 175 565 1.450 1,400,000 510,000 No 3 and Stud §N 4_00 175 565 850 1,200,000 440,000 Construction � M 175 565 1.500 1,300,000 470,000 Standard 4" wide 475 ZM 175 565 1 i 1,200,000 440,000 0 51 Utility � 175 565 QSQ 1,100,000 400.000 Select Structural 1,850 1,100 175 565 1,700 1,600,000 S1i0,00D No 1 1,300 750 175 565 1,550 1,500,000 550,000 0 51 No 2 5" - 6' wide 1,000 � 175 565 1.400 1,400,000 510,000 No 3 and Stud 5, 7§ 3350 175 565 775 1,200,000 440,000 Select Structural 1,750 1,000 175 565 1,600 1,600,000 580,000 No 1 8 wide 1,200 700 175 565 1,450 1,500,000 550,000 D.51 SPIB No 2 9 175 565 1.350 1,400,D00 510,000 No 3 and Stud 5525 � 175 565 U 1,200,000 440.000 Select Stry ure 1,500 875 175 565 1,600 1,600,000 580,000 y t ease • • • 1,050 600 175 565 1,450 1,500,000 550,000 051 No • • 10' aide • %& }Z5 175 565 1m 1.400,000 510,000 Flo 3 and S • 475 5 175 565 750 1.200.000 440.000 Structural • • 1,400 825 175 565 1,550 1.600,000 580,000 Select No 1 • • • • • • 975 575 175 565 1,400 1,500,000 550,000 • • • • �l0 2 12".+lo� • � 175 565 1.250 1,400,000 510,000 051 • 40.3 and Sm • • • • • • • • 175 565 1,200,000 440.OW LIMBF,R 21MENSIaW. Tabulated design values are applicable to lumber that Will be used under dry conditions such as in most coveredatWctures %r.2'io 4" thick lumber the DRY dressed sizes shall be used (see Table 1A) regardless of the moisture content at the tirpe of manufa(tjrg Sr qse In calculating design values, the natural gain in strength and stiffness that occurs as lumber dries has been {aken into conslderalion as well as the reduction in size that occurs when unseasoned lumber shrinks. The gain in load carrying capad1tq We to inci14EMSltength and stiffness resulting from drying more than offsets the design effect of size reductions due to shoiuleeye • • • STR566•RATED BOARDS: Information for various grades of Southern Pine stress -rated boards of nominal V, 1%", and 1 Yz' thickness, 2 %94 *Vgr is available from the Southern Pine Inspection Bureau (SPIB) in the Standard Grading Rules for Southern Pine Lumber. FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Perform a 0 ... Do Project Name: NEW AC UNIT FOR IMMOBILIEN LLC 4 TON Street: 94 NW 95 ST Builder Name: Permit Office: 6 3 City, State.. Zip: MIAMI SHORES, FL, 33150 Permit Number: • • • • \1 Owner IMMOBILIEN LLC Jurisdiction: 231000 • 1• • •SkgTOF• •' Design Location: FL, Miami County: Miami -Dade (Florida Gliniatq ng) 1. New construction or existing Existing (Projecte 9. Wall Types (1800.0 sgft.) •••i• rtnsul `s�W..Ep�G 2. Single family or multiple family Single-family • a. Concrete Block - Int Insul, ExterieA • • R=4.• . , 1 • • b. N/A •••• R= • as ft2 ••.•• 3. Number of units, if multiple family 1 c N/A • • 9 • * 4R= 6040 ft2 ' • • 4. Number of Bedrooms 3 d. N/A • • • � • F2= • • •�. • • ft2 • � •"• 10. Ceiling Types (1739.0 sgft.) • nsulation •Area • • „I 5. Is this a worst case? No a. Under Attic (Vented) • .R=19.0 1349.00 ft2 • 6. Conditioned floor area above grade (ft2) 1839 b Cathedral/Single Assembly (Vented) *R=194 %390.00 ft2 Conditioned floor area below grade (ft2) 0 11 cDtucts • • • • • • • • • •:_ + • • • •fi ft2 • 7. Windows(253.5 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main • • • •6 250 a. U-Factor. Sgl, U=1.00 253.53 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:16.00 a U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 24.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 2.369 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1839.0 sqft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1839.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.138 Total Proposed Modified Loads: 71.72 PASS Total Baseline Loads: 85.52 1 hereby certify that the plans and specifications covered by Review of the plans and F tJAE S7q O °^ TF this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance 1• PREPARED BY: with the Florida Energy Code.' Before construction is completed -; 4L-' DATE: this building will be inspected for 0 a compliance with Section 553,908 c I herebycertify that this building, as designed, is in compliance fY 9 9 p Florida Statutes. r v� with the Florida Energy Code. C OD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 1.27 ACH50 (R402.4.1.2). 12/16/2019 7:47 PM EnergyGaugeO USA 6.0.02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title. NEW AC UNIT FOR IMMOBI Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1839 Lot # Owner Name: IMMOBILIEN LLC Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name Rotate Angle: 0 Street: 94 NW 95 ST Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction. 231000 Whole House Fan: City, State, Zip: MIPO%14FES , Family Type: Single-family ; •', FL, "31150 ••••� New/Existing: Existing (Projected) •• • •••• • Comment: •••••• •••• • ••••• CLIMATE • Design Temp Int Design Temp • •;?4sting Dailyrki" Design Location TMY Site 97 5 % 2.5 % Winter Summer"Del?ee Days 1VI %lure R&tLk0 FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 • 14�.5 •• 56 • �GyG•• BLOCKS • • "•'• Number Name Area Volume 1 Blocki 1839 16551 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1839 16551 Yes 5 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 211 ft 0 1839 ft' ---- 0 0 1 ROOF l Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1895 ft' 0 ft, Medium N 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1839 ftz N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Blown 1349 ft' 0.11 Wood 2 Cathedral/Single Assembly (Vented) Main 19 Blown 390 ft' 0.11 Wood 12/16/2019 7:47 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor Grade% 1 N Exterior Concrete Block - Int Insul Main 41 60 8 480.0 ft' 0 0 0 1 0 2 S Exterior Concrete Block - Int Insul Main 4.1 60 8 480.0 ft' 0 0 0 1 0 3 W Exterior Concrete Block - Int Insul Main 4.1 53 8 424.0 ft' 0 0 0.9 0 4 E Exterior Concrete Block - Int Insul Main 4.1 52 8 416.0 ft' D 0 0.1 0 DOORS . . goes .... ' ..... # Ornt Door Type Space Storms U-Value Widt Height Area • Ft •••:IA Ft In ••••• 1 N Insulated Main Metal 46 3 • • • 6 8 244 • • • 2 N Insulated Main Metal 46 4 ' • • �' 6 ; ' •€j,' 26.Z fj; • • WINDOWS Orientation shown is the entered, Proposed orientation .. .. .... ..... • / Wall Overheang ' : • • • • • ••: # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separaton Ind SRade' Scieening 1 N 1 Metal Single (Clear) Yes 1 0.5 N 38 0 ft' 2 ft 0 in 3 ft,6 in • Drag&9t9lAJs ;one 2 N 1 Metal Single (Clear) Yes 1 05 N 44.3 ft' 2 ft 6 in 3 ft 0 in Drapes%binds None 3 S 2 Metal Single (Clear) Yes 1 0.5 N 28 5 ft' 2 ft 0 ir, 3 ft 0 in Drapes/blinds None 4 S 2 Meta! Single (Clear) Yes 1 0.5 N 106 7 ft' 2 ft 6 ir. 3 ft 0 in Drapes/blinds None 5 E 4 Metal Single (Clear) Yes 1 0.5 N 36.0 ft' 2 ft 6 it 3 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed CFM(50) 000073 350 19.21 36.14 .0309 1 2688 HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 24 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Singl SEER. 16 48 kBtu/hr 1440 cfm 0.699999 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 60 gal 120 deg None 12/16/2019 7:47 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM if FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 • HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN• • R% Heat Cool 1 Attic 6 250 ft2 Attic 62.5 ft2 Default Leakage Main (Defaultr 4QTfa�t) • • • 1 1� • TEMPERATURES """ "" ""' Programable Thermostat: Y Ceiling Fans: • • • • • • • • Coolin �Xj Janj Jan Feb �X] Feb MarApr �Xj Mar JXJ A r (I [ Ma rj Jun [X] Jul May Jun [ ]Jul Au rj Au Se'Oct��qv'Ventin rj Se Oct ovHeating Jan ] Feb XMar Apr [ May Jun [ j Jul Aug Se • . t�1 Oct .X tiov Do%• Thermostat Schedule: HERS 2006 Reference Hours • • Schedule Type 1 2 3 4 5 6 7 8 9 10 :• 14 '12 Cooling (WD) AM 78 78 78 78 78 78 78 78 •80 • 80 000460 •80 PM 80 80 78 78 78 78 78 78 78 78 ' lS 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 30 30 20 20 1 - Electric Strip Heat 2% 1 - Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/s .ft. 0 ft2 0 ft 0.3 Main 12/16/2019 7:47 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 FORM R405-2017 Alt ENERGY PERFORMANCE LEVEL (EP ALTERNATIVE DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz 7. Windows" Description a. U-Factor: Sgl, U=1.00 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: OA NW 95 ST MIAMI SHORES FL 33150 fF AIBERSO Na16634k` / 66 l l -o SVT F Existing (Projecte 9. Wall Types • • • • Insulatiert • • Area • • • • • • Single-family a. Concrete Block - Int Insul, EXtewiep • • -R=4.1 1800.00 ftz . • ...... b. N/A • • • • R= • • . ftz • • 1 • • • • z 0 0 3 d. N/A • ft2 • • • • • .R= 9006 ••• 00000 10, Ceiling Types 0 • • 0 9nsuiati8rl No . a. Under Attic (Vented) R=19.0 ., •Area 000000 1349.00 ftz • 1839 b. Cathedral/Single Assembly (Vented; •:t=19.0 190 00 ftz • C. N/A • •R= :•• •• ft2 •••••• Area • • • 11 Ducts • 2 • • 'R ft 253.53 ft z a. Sup: Attic, Ret: Attic, AH: Main • • : • • • • •6 250 : • •: • •••• ftz 12. Cooling systems kStu/hr Efficiency ftz a. Central Unit 48.0 SEER:16.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. NIA R= c. N/A R= ftz 13. Heating systems a. Electric Strip Heat 2.369 ft 0.500 Area 14. Hot water systems 1839.00 ftz a. Electric ftz b. Conservation features ftz None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 240 COP:1.00 Cap: 1 gallons EF: 0.99 Pstat 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/16/2019 7:48 PM EnergyGauge-0 USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 94 NW 95 ST Permit Number. MIAMI SHORES, FL, 33150 MANDATORY REQUIREMENTS See individual code sections for full details. 1 Id SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that am energy performsin'Pte level (EPL•)• • • • display card be completed and certified by the builder to be accurate and correct before final approval of the builaliwg fo• occupancy,e&arida law • (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sal%%r"Vact for bptii%esold and • • • �; • nonpresold residential buildings. The EPL display card contains information indicating the energy performance level%� efficiencies of components if, in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the.p*"o • fand specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card Gen Alaund in Vvn% RD. ' ' •••• • •• ••••• R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakagejggrpfdance'Ri"ZrequireWjs pj• Sections R402.4.1 through R402.4.5. • IN Exception. Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted fio • • comply with Section C402.5. ; �' • • • 0 R402.4.1 Building thermal enveloT)be building thermal envelope shall comply with Sections R402 4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 11402.4.11,11 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4 1.1, as applicable to the method of construction Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting Flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 12/16/2019 7:49 PM EnergyGauge& USA 6.0.02 (Rev 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) 402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to en combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or "closed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requiremerts of Table R402.1.2, where the wails, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 0000 • 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Buling,Lboe, Resid'eiitlai. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to "ill,air„Igakage •.;. • • •; • between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having arL�i6ojvge rate not, more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed • • • • • • luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.0:6•""""• :' • ' • ' ' • • SECTION R403 SYSTEMS '""" "" "•"" $03.1 Controls. •a •• •••• •••••• R403.1,1 Thermostat provision (Mandatary). At least one thermostat shall be provided for each sf'pa?aIe'Keating and dooling system. ' R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resis4ance Meat shall -have controls that,. except during defrost, prevent supplemental heat operation when the heat pump compressor can meeitheineating load. •" : • • • •: R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containm9rpt4V0ageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9 2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free` in / accordance with Section R403.3.3. II �t/11 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193 R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. YR4RY403.3.6 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 03.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) orbelow 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515 Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 12/16/2019 7:49 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) [� R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. / R403.5.6 Water heater efficiencies (Mandatory). Irn�j R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38`C to 60°C). •••• R403,5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to qFrmit ire power'Syr�{f4Q to 0 0 0 0 *0 electric service systems to be turned off. A separate valve shall be provided to permit the energy suppliggto tre main burners) of �• combustion types of service water -heating systems to be turned off. • •••••• •••• •••••• R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shallsr+e+e4o minimum efficiencies of • Table C404 2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, J(Wg4e type ofpauipWent instEpd.-'; Equipment used to provide heating functions as part of a combination system shall satisfy all stated 111auirSTents for lherappibpriate rrrrr water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. • • R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production4bte reied by the ax OM solar energy• • • factor of the system. The solar energy factor of a system shall be determined from the Florida SaiarBiergy Center Directory of •' Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806;'Ted! %thods tp4 Soler Collectpysr, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. tiollectirs in insTlIddaltir r water -heating systems should meet the following criteria. • • • •••••• 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and '•.••' 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. 14' R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed space(s), then the wails of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1 This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMUIV (CFM) Range hoods Any 2.8 /watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 26.3 L/min a When tested in accordance with HVI Standard 916 12/16/2019 7:49 PM EnergyGauge® USA 6.0 02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 M D' ORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 7, or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by tip Az gryied performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulfT terrjptWture. 0000 • • • • • • Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humtt*r as-* for thesIt" • • • • • calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. • • • • • . • • Exceptions: . • • 1 Attached single- and multiple -family residential equipment sizing may be selected so that its � llin� is less sthan the• • capacity calculated total sensible load but not less than 80 percent of that load. • • • • • 2 •• •• •••• •••••• When signed and sealed by a Florida -registered engineer, in attached single- and multiple-fa"l� ypiligs, the capacay of • • equipment may be sized in accordance with design practice. • • • • good R403.7.1.2 Heating equipment capacity. • • ; • • • R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as caloeletedeccordingto•9ection : • • �: R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling lQ4,Ugven if the design heating load is 1 15 times greater than the design cooling load. Z R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shali be sized within 4 kVV of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. �j R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to t prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections YqT C403 and C404 of the IECC—Commercial Provisiors in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10T), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). �403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403 101 through R403.10.5. liall R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an U integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2 Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation MV R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at IV the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal Il'�1 efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 12/16/2019 7:49 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. �403,11 Portable spas (Mandatoryl)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. • • SECTION R404 :66• E�VECTRICAL POWER AND LIGHTING SYSTEMS 0 0 0 li R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed ligt 416 fixtures ski be• � • • • • � high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall Contain only hig*e racy lamps* • • • • • Exception: Low -voltage lighting. • � � � � • • � � � • • R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously byrpi$g p1ot light?,, � � � • � • • • • • • 12/16/2019 7:49 PM EnergyGauge(D USA 6 0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: NEW AC UNIT FOR IMMOBILIEN LLC 4 TON Builder Name: Street: 94 NW 95 ST Permit Office: City, State, Zip: MIAMI SHORES FL, 33150 Permit Number: • • • Y U Owner: IMMOBILIEN LLC Jurisdiction: 231000 • • 60000 0 6 0 � Design Location: FL, Miami • 0 • • • LP •••••• •••• ••••• COMPONENT AIR BARRIER CRITERIA INSULATION III SnLLATION'CRITE R�q.00 General A continuous air barrier shall be installed in the building envelope. ' Air -permeable instIaUw Aall The exterior thermal envelope contains a continuous air barrier ; •' • • not be used as a %eayr"rraterial. • • requirements Breaks or joints in the air barrier shall be sealed, . • • Goo* • ""' Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in "Gdoupped ceiling/soffit • • • • • the insuiation and an gaps in the air barrier shall be sealed. Y 9 p shall be aligned wsth the air barrier.. . ...�� • Access openings, drop down stairs or knee wall doors to . • • unconditioned attic spaces shall be sealed. : •' • ' " : • •. • Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headess of ramie walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filAl 14 cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to 7 (including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided irstead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior wails, or insulation that on installation readily conforms to available space shall eXtend behind 12ipipa and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be Installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. I Caulking or other adhesive sealants shall not be used to fill voids betwpen fire sprinkler cover platps and walls or ceilings I a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 12/16/2019 7:49 PM EnergyGauge® USA 6 0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 r Residential System Sizing Calculation Summary IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 •'12/16/2019• • • Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp R21mgq(tj • • • • Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. 000000 • Winter design temperature(TMY3 99%) 49 F Summer design temperature(TUT3W/o) 9Z•F •• Winter setpoint 70 F Summer setpoint "" 75 F" Winter temperature difference 21 F Summer temperature difference ':•': 1Z'fi'•. Total heating load calculation 20016 Btuh Total cooling load calculation 43196*b15h Submitted heating capacity % of calc Btuh Submitted cooling capacity .. • /;of calc� B uh Total (Electric Strip Heat) 119.9 24000 Sensible (SHR = 0.70) 1121 836@0 Latent • • 108.4. 14400 Total 111.11 4 00 f4:i:: WINTER CALCULATIONS Winter Heatina Load (for 1839 soft Load component Load Window total 254 sqft 5324 Btuh Wall total 1500 soft 4115 Btuh Door total 47 sqft 451 Btuh Ceiling total 1739 sqft 1800 Btuh Floor total 1839 sqft 5229 Btuh Infiltration 14 cfm 315 Btuh Duct loss 2771 Btuh Subtotal 20005 Btuh Ventilation 1 cfm 11 Btuh TOTAL HEAT LOSS 1 20016 Btuh SUMMER CALCUL) Summer Cooling Load for 1839 sqft) Load component Load Window total 254 sqft 6663 Btuh Wall total 1500 sqft 3332 Btuh Door total 47 sqft 493 Btuh Ceiling total 1739 sqft 3571 Btuh Floor total 0 Btuh Infiltration 10 cfm 191 Btuh Internal gain 12650 Btuh Duct gain 3007 Btuh Sens. Ventilation 1 cfm 9 Btuh Blower Load 0 Btuh Total sensible gain 29916 Btuh Latent gain(ducts) 868 Btuh Latent gain(infiltration) 389 Btuh Latent gain(ventilation) 23 Btuh Latent gain(internal/occupants/other) 12000 Btuh Total latent gain 13280 Btuh TOTAL HEAT GAIN 43196 Btuh l _cedmg5;9U95J1 EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® / USRCZB v6 1.04 Residential Window Diversity MidSummer IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 •••• •t�/16/20t9••• Weather data for: Miami - Defaufts •" Summer design temperature 92 F Average window load for dilly.' 392&5;fuh Cooling setpoint 75 F Peak window load for Jul;**:*: 4253113tuh Summer temperature difference 17 F Excusion limit(130% of Ave.) *104 Aiuh • as Latitude 25.82 North 1 Window excursion Jul) "..' &ne WINDOW Average and Peak Loads TC'hart 1 t 1 8 10 12 14 16 18 — }Window Load (@tth) -- Limitfor excursion - 12 Hour Average Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge® System Sizing for Florida residences only PREPARED BY: DATE EnergyGaugeO / USRCZB v6.1.04 PRE SizingSystem Calculations Residential Load - Room by Room Component Details IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 •••• 1;/16/20+8 • • • . Reference City: Miami, FL Temperature Difference: 17.0F(TMY3 99%) HL";Pdifferecc o56gr Component Loads or Room Main •... .. .• .... .. ...... .... Type` Overhang WindowArea(sgft) HTM •• " Load' Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unswdei4': ' 1 1 NFRC 0.50, 1.00 B-L No N 2, Oft 3, Oft 380 0.0 380 22 22 Mtijh 2 1 NFRC 0.50, 1.00 B-L No N 2.5ft 3.0ft 44.3 0.0 44.3 22 Z2 • 0,89 09tuh 3 1 NFRC 0.50, 1 00 B-L No S 2.Oft 3.Oft 28 5 28.5 00 22 25- • 6&69iituh 4 1 NFRC 0 50, 1.00 B-L No S 2.5ft 3.Oft 106.7 106.7 0.0 22 25 2%Q .Q?uh 5 1 NFRC 0,50, 1.00 B-L No E 2.5ft 3 Oft 36.0 0.0 360 22 50 1810 Btuh Window Total 254 (sqft) 6663 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Filled - Ext 0.12 4.1/0.0 351.0 2.1 742 Btuh 2 Concrete Blk,Filled - Ext 0.12 4.1/0.0 344.8 2.1 729 Btuh 3 Concrete Blk.Filled - Ext 012 4.1/0.0 424.0 2.1 896 Btuh 4 Concrete BIk.Hollow - Ext 0,15 4.1/0.0 3800 2.5 964 Btuh Wall Total 1500 (sqft) 3332 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 10.6 211 Btuh 2 Insulated - Exterior 26.7 10.6 282 Btuh Door Total 47 (sqft) 493 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM load 1 Vented Attic/Light/Shingle 0.049 19-0/0.0 13490 2.25 3042 Btuh 2 Cath/Sngl Assem/Light/Shingle 0.050 19 0/0.0 390.0 1.36 529 Btuh Ceiling Total 1739 (sqft) 3571 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1839 (ft-perimeter) 0.0 0 Btuh Floor Total 1839.0 (sqft) 0 Btuh Zone Envelope Subtotal: 14059 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.04 16551 1.00 10.2 191 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 11500 12650 Btuh Sensible Envelope Load: 26900 Btuh Duct load Average sealed, Supply(R6 0-Attic). Return(R6.O-Attic) (DGM of 0.112) 3007 Btuh Sensible Zone Load 29907 Btuh EnergyGauge® / USRCZB v6.1.04 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) IMMOBILIEN LLC Project Title: Climate: FL_MIAMI_INTL_AP 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 •••• ••1�/16/20�9••• ...... .... ...... .... ...0 0 EnergyGauge® / USRCZB v6.1.04 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) IMMOBILIEN LLC Project Title: Climate: FL_MIAMI_INTL_AP 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 WHOLE HOUSE TOTALS Whole House Totals for Cooling EQUIPMENT Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent ventilation gain Latent duct gain •'r2�(16/201f� • • • ...... .... ...... .... •' 26900 • tutu h • 3007 Rtuh • 2907•I tuh • 8• Btu h Latent occupant gain (5.0 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 0 Btuh 29916 Btuh 389 Btuh 23 Btuh 868 Btuh 1000 Btuh 11000 Btuh 13280 Btuh 43196 Btuh 1. Central Unit Multiple #Multiple =48000 Btuh "Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half('/2)) (Ornt - compass orientation) EnergyGauge® / USRCZB v6.1.04 Page 3 System sizing Calculations - Winter Residential Load - Room by Room Component Details IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 Building Type: User •••• Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99°/'�••:•• ..:. Component Loads for Room #1: Main "" • Window Panes/Type Frame U Orientation Area s ft X HTM= •• Load"" 1 1, NFRC 0,50 Metal 1.00 N 38.0 21.0 799 Btu'h 2 1, NFRC 0.50 Metal 1.00 N 44.3 21.0 931:8tuh' 3 1, NFRC 0.50 Metal 1.00 S 28.5 21.0 �••••� 598•Btu" 4 1, NFRC 0.50 Metal 1.00 S 106.7 21.0 2240-9tuh 5 1, NFRC 0.50 Metal 1.00 E 36.0 21.0 756 Btuh Window Total 253.5 s ft 5324 Btuh Walls Type Ornt. Ueff, R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Filled - Ext (0.124) 4.1/0.0 351 2.61 917 Btuh 2 Conc Blk,Filled - Ext (0.124) 4.1/0.0 345 2.61 901 Btuh 3 Conc BIk,Filled - Ext (0.124) 4.1/0.0 424 2.61 1107 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 380 3.13 1191 Btuh Wall Total 1 500s ft 4115 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Exterior, m (0.460) 20 9.7 193 Btuh 2 Insulated - Exterior, m (0.460) 27 9.7 258 Btuh Door Total 47 s ft 451 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.049) 19.0/0.0 1349 1.0 1389 Btuh 2 Cathedral/L/Shing (0.050) 19.0/0.0 390 1.1 412 Btuh Ceiling Total 1739 s ft 1800Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 211.0 ft(perim.) 24.8 5229 Btuh Floor Total 1839 s ft 5229 Btuh Room Envelope Subtotal: 16919 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural (Adjusted for ventilation) 0.05 16551 1.00 13.6 315 Btuh Duct load Average sealed, Supply(R6.0-Attic), Returr(R6.0-Attic) (DLM of 0.161) 2771 Btuh Room #1 Sensible Room Subtotal 20005 Btuh EnergyGauge® / USRCZB v6.1.04 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 Building Type: User • • • • •??,/16/20'�9 • • • ...... .... • .. • .. . • . 0000 . 60 HOLE HOUSE TOTALS 000 Subtotal Sensible Heat Loss : • • • *-2000,'�BtdW Totals for Heating Ventilation Sensible Heat Loss 11•Nuh Total Heat Loss 20016 Btuh EQUIPMENT 1. Electric Strip Heat 24000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) v MRNURL 1 EnergyGauge@ / USRCZB v6.1.04 Page 2 system sizing Calculations - Summer Residential Load - Whole House Component ,Details IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 ••.• •i2/16/2d'I�..' Temperature Difference: 17.OF(TMY3 99%) Hu" pdifferelacS,56gr ..•. 0 .. • • • . • Reference City: Miami, FL Component Loads for Whole House Type' Overhang Window Area(sqft) HTM '' • • Loa(t• • • Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded UnsVd9d'; • 1 1 NFRC 050, 1.00 B-L No N 2.Oft 3 Oft 38.0 0.0 380 22 22 • 848 Btuh 2 1 NFRC 050. 1.00 B-L No N 2 5ft 3. Oft 44.3 0.0 44.3 22 2P • Z81 •$tuh 3 1 NFRC 0.501 1,00 B-L No S 2.Oft 3 Oft 285 28.5 00 22 A. •' ; 6J4.5tuh 4 1 NFRC 0.50, 1 00 B-L No S 2.5ft 3.Oft 106.7 106.7 0.0 22 25 2•3$Q•Btoh 5 1 NFRC 050, 1.00 B-L No E 2.5ft 3 Oft 360 00 360 22 50 1810 9tuh Window Total 254 (sgft) 6663 Btuh Walls Type U-Value R-Value Area(sgft) HTM Load Cav/Sheath 1 Concrete Blk.Filled - Ext 0.12 4 1/0.0 351 0 2.1 742 Btuh 2 Concrete BIk,Filled - Ext 0.12 4.1/0.0 344.8 2.1 729 Btuh 3 Concrete Blk,Filled - Ext 0.12 4110.0 4240 2.1 896 Btuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 380.0 2.5 964 Btuh Wall Total 1500 (sgft) 3332 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Exterior 20.0 10.6 211 Btuh 2 Insulated - Exterior 26.7 10.6 282 Btuh Door Total 47 (sgft) 493 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load 1 Vented Attic/Light/Shingle 0 049 19.0/0.0 1349.0 2.25 3042 Btuh 2 Cath/Sngl Assem/Light/Shingle 0.050 19.0/0 0 3900 1.36 529 Btuh Ceiling Total 1739 (sgft) 3571 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1839 (ft-perimeter) 0.0 0 Btuh Floor Total 1839.0 (sgft) 0 Btuh Envelope Subtotal 14059 Btuh Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural(Adjusted for ventilation) 0.04 16551 1 10.2 191 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 11500 12650 Btuh Sensible Envelope Load: 26900 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6,0-Attic) (DGM of 0.112) Sensible Load All Zones EnergyGauge® / USRCZB v6.1.04 3007 Btuh 29907 Btuh Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) IMMOBILIEN LLC Project Title: Climate:FL_MIAMI_iNTL_AP 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 0000 WHOLE HOUSE TOTALS Whole House Totals for Cooling EQUIPMENT 2/16/2d1�.. • ...... .... Sensible Envelope Load All Zones " 2690E•9tuh Sensible Duct Load : ' : 30D7 Etuh Total Sensible Zone Loads : 29907�Vtuh Sensible ventilation •a.Btth Blower 0 Btuh Total sensible gain 29916 Btuh Latent infiltration gain (for 56 gr. humidity difference) 389 Btuh Latent ventilation gain 23 Btuh Latent duct gain 868 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 11000 Btuh Latent total gain 13280 Btuh TOTAL GAIN 43196 Btuh 1. Central Unit Multiple #Multiple 748000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half('/z)) (Ornt - compass orientation) EnergyGauge(D / USRCZB v6.1.04 Page 2 System Sizing Calculations - Winter Residential Load - Whole House Component Details IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 Building Type: User 12/16/2019 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) Component`Loads;for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Loa • 1 1, NFRC 0.50 Metal 1.00 N 38.0 21.0 799 ' 2 1, NFRC 0.50 Metal 1.00 N 44.3 21.0 •••••• 931-Vtt14 3 1, NFRC 0.50 Metal 1.00 S 28.5 21.0 •••••• 598 BtL4h 4 1, NFRC 0.50 Metal 1.00 S 106.7 21.0 ; 22448tulj 5 1, NFRC 0.50 Metal 1.00 E 36.0 21.0 75(aBiuh Window Total 253.5 s ft '..' : 5324 BIB Walls Type Ornt. Ueff. R-Value Area X HTM= Load •.. (Cav/Sh) 1 Conc Blk,Filled - Ext (0.124) 4.1/0.0 351 2.61 917 Btuh 2 Conc Blk,Filled - Ext (0.124) 4.1/0.0 345 2.61 901 Btuh 3 Conc Blk,Filled - Ext (0.124) 4.110.0 424 2.61 1107 Btuh 4 Conc Blk,Hcllow - Ext (0.149) 4.1/0.0 380 3.13 1191 Btuh Wall Total 1500 s ft 4115 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Exterior, m (0.460) 20 9.7 193 Btuh 2 Insulated - Exterior, m (0,460) 27 9.7 258 Btuh Door Total 47(s ft) 451 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.049) 19.0/0.0 1349 1.0 1389 Btuh 2 Cathedral/L/Shing (0,050) 19.0/0.0 390 1.1 412 Btuh Ceiling Total 1739 s ft 180013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 211.0 ft(perim.) 24.8 5229 Btuh Floor Total 1839 s ft 5229 Btuh Envelope Subtotal: 16919 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural (Adjusted for ventilation) 0.05 16551 1.00 13.6 315 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.161) 2771 Btuh All Zones Sensible Subtotal All Zones 20005 Btuh EnergyGauge® / USRCZB v6.1 04 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) IMMOBILIEN LLC Project Title: 94 NW 95 ST NEW AC UNIT FOR IMMOBILIEN LLC 4 TON MIAMI SHORES, FL 33150 Building Type: User 12/16/2019 *00 .... HOLE HOUSE TOTALS • • • •' • .000 .. Subtotal Sensible Heat Loss 2000�BtuV Totals for Heating Ventilation Sensible Heat Loss 11• Btuh Total Heat Loss �,�„.20016 Btteih' • • . EQUIPMENT '....' 1. Electric Strip Heat 24000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) "NoW .0a00 EnergyGauge® / USRCZB v6.1 04 Page 2 PtIAMPTO COnTPtPflS P.f P.f. # 21522 7066 SW 44 ST MIRMI, fl 33155 Pff:305-668-5792 fRX:786-513-3754 STRUCTUM ULCURTIOnS fop 94nW95ST MIUMI StIORfS, fl . . .... ...... ...... .... ...... .... . .. ..... ...... .... ..... .... .... ...... . . .. . ...... Title Block Line I You can change this area using the *Settings' menu item and then using the 'Printing Title Block* selection. Title Block Line 6 Steel Beam Description : steel beam oa-1- t GLI mot) f)L= I 5pf LL I bes Title ' Job Dsgnr: Project Desc.. Project Notes 04C. 1983-20I 1, Build.6, 11.6.23, Vsr;6.11.6.23 Material Properties Calcullotions per AISC 3W-" OAEE 7.05 Analysis MethoAllowable Stress Design Fy : Steel Yield 0, 5@.0 ksi see* 0 0 0 0 : 0 Beam Bracing Beam is Fully Braced against lateral -torsional buckling E: Modulus %A601 kSi :see 00 Bending Axis: Major Axis Bending 9 0 0 : 0 0 0000 sees** Load CombinatI2006 IBC & ASCE 7-05 sees D(0-063)W0.126) *9000 .0 so Soo* • Span = 13,250 ft TS4x4x3/16 e:0 ...... so 0 .. APOW Loads Service loads ordered, Load Factors will be applied for calculations, Uniform Load D = 0.0050, Lr = 0.010 ksf, Tributary Width = 1160 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.425: 1 Maximum Shear Stress Ratio = 0.057 1 Section used for this span TS4x4x;3/16 Section used for this span TS4x4x3/16 Mu: Applied 4.148 k-ft Vu: Applied 1.252 k Mn I Omega: Allowable 9.755k-ft VnIOmege: Allowable 21.796 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 6.625ft Location of maximum on span 0,000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # I Maximum Deflection Max Downward L+Lr+S Deflection 0.461 in Ratio = 344 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0.691 in Ratio = 229 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Coml Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span 0 M V Mmax+ Mmax- Ma - Max Mnx Mnx/Omega 67b Rm Ve Max VnxVnx/Omaga +D Dsgn. L = 13.25 ft 1 0.142 0.019 1.38 1.38 1619 916 1,00 1,00 0.42 36.40 21.80 +D+Lr+H Dsgn. L = 13.25 ft 1 0.425 0.057 4.15 4.15 16.29 9.76 1.00 1.00 1.25 36.40 21.80 +D+0,750Lr+0,750L+H Dsgn. L = 13.25 ft 1 0.354 0,048 3.46 3.46 16.29 9,76 1.00 1.00 1,04 36.40 21.80 +D+0,750Lr+0.750L+0,750W +H Degn, L - 13,25 It 1 0.354 0,048 3.46 3,46 16.29 9.76 1,00 1.00 1.04 36.40 21.80 +D+0,750Lr+0.750L+0.5250E+H Dsgn L = 13.25 ft 1 0.554 0.048 3,46 3.46 16-29 9,76 1.00 1.00 1.04 36.40 21,00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. '-' Dell Location in Span Load Combination Max,*+*Defl Location inSpan 1 0,0000 0,000 010000 0.000 UrdaCt0fied Support notation : For left is # 1 Values in KIPS Load Combination Support I Support 2 Overall imum 1.262 1,252 0 Only 0.417 0.417 Lr Only 0.835 0-835 D+Lr 1.252 1,252 STRAP TIE WOOD TO CONCRETE (I members) CONNECTOR DESCRIPTION: STEEL PLATE (A36) GALVANIZED 18GA SHEET ASTM A653 CS-13 G90 ALLOWABLE LOAD: E := 29000000-psi Uplift:- 700-lb 0 Fy := 36Wps4i From SAP 2000 Output: Ft := 10MVIAli REACTION: Ten si on 350.11b Shear = 205-lb TENSION IN PLATE: Ten si on = Tp:= 405-37-lb Geometric Properties: TRY (1) 1,0" 18ga STEEL PLATE A-36 Thckness of truss plate in contact with wood member Gross width of truss plate Bmin &�,:= I in Plate thick t := 0,052in Diameter of Anchor A:= .25in Fracture net section B net bn — bet — d bn = 0-8in Aprov:= (bn.t) in Allowable Tension (18 ga 1 " Legs) Pn,= Aprov-Ft Pn = 7801b Control : = if (Tp > Pn . "NO TOK " , "OK lControl = "OK" I CONNECTION TO TIE BEAM: ANCHOR BOLT CALCULATIONS: Tapcon Diameter= 4) := I -in 4 edge distancia =>3"OK embedment =>1-3/4'OK Tapcon OTY = Sqty i= I LOAD PER TA ON: Tension per Tapcon = Tholt T [Tholt = T5071b (Sqty) 46*0 Fv := 144WOr so 00 so v Shear per Tapcon= Vbolt := -- ( Sqh') Vbolt = 205 lb CHECKINGANCHOR BOLT COMBINED STRESS From Table Tapcon specifications (NOA 16-1222.06) AHavade Tension = Tallow := 5081b AlloNade Shear= Vallow := 421.Ib Tbolt Vbolt Factor Tallow Vallow • Factor = I.176 • • • • DM%L:= if ( Factor a 1.2 , "NO TOK" , "OK") •• •• Control = "OK";";'; CHECKING WOOD MEMBER LOCAL COMPRESSION USE South Yellow Pine No. 2 Specific Gravity "G" = 55 Compression Perpendicular to Grain Fcomp := 595 -psi b := 1.5 •in Contact Area = Awood := b•bef Awood = 1.5 -in` Uplift fcomp := fcomp = 350.9•psi fapplied := Fcomp•Awood- 1.33 Awood. 1.33 fapplied = 1187lb U�:= if (fcomp < 1.33Fcomp , "OK" , "NOT OK") Icontrol = 70K71 USE 1.0" 18ja STEEL PLATE WRAP AROUND WOOD MEMBER AND CONNECT ONCRETE TIE BEAN W/ (2) 114°' TAPCON X 1-3/4" MIN. EMBEDMENT IN ONCRETE BEAM 3000psi) • ••• • • • 0 • •••••• • • • • • •• Y • • L_NgEYZA(- 1—or-L L, i C'.UU�v�—�7 c�r7 -__ Deign MetiAll od owable Stress Design (AS[)) � r�Connection Ty , Lateral loading Fastener Tp wood Screw v 1 Loading Scenar' . SIngle Shear Main Member Type !Southern Pine v . Maio Member Thickness Main Member: Angle o Load to Grain 0 Side Member Type Steel _ `� Side Member Thickness 18 gage V•' Side Member: Angle o Load to Grain 0 • _..— • Wood Screw Number ' 12 (D = 0.216 in;) �— Length I2 5 in. Load Duratioa Factor 1.0 �— Wet Service Factor C_M = 1.0 End Grain Factor Temperature Factor C t = 1.0 Connection Yield Modes Im I053 lbs. Is 230 lbs. �— 11 ~`T� 426 lbs. llim�� 442 lbs. Ills �^ IV +� 218 lbs. AdjaaOe I ASD Capacity 1155 lba. —� • 15 516 Ak--�v, r--_ • Wood Screw bending yield strength of 80000 psi is assumed. • Dowel bearing strengths for wood screws with nominal diameter greater than 1/4 in. are calculated and rounded to the nearest 50 psi in accordance with NDS Table 11.3.2. • Length of tapered tip is assumed to be two times the nominal wood screw diameter for calculating dowel bearing length in the main member. • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in. thick. is 1--kA Ecv_�O ta NEY f AP2000000:00 0000 0 0 066669 SAP2000 Analysis Report Prepared by IR Model Name: plate 2D angle 60.sdb August 29, 2019 plate 2D angle 60.sdb Contents Contents SAP2000 v15.0.0 - October 29, 2016 1. Model geometry ........................<............ .................,..,...,,.:......,.,,,,........,...,........... .,.,...... ...,........,,...,.......r,,...,....... 3 1.1. Joint coordinates ' 1.2. Joint restraints ................ • �' 1.3. Element connectivity • • 2. Material pfoperties 4 ..... 3. Section properties...- ...... ...... ...... ................... - ....... ...... ...... ............ .............. — 3.1. Frames .... .......................... ....,...,......... .. ....... wwww --- ......... . . . . . d 4. Load patterns ............................................................................................................. �,� • 4.1, Definitions.......................................................<,..........................,...... 464 A.,..q........,!... 5 5. Load cases ......... ................. ................. ........ ........._................... .. .. .... ...... ............,..................... .......................................... 5.1. Definitions.,... .........................................................................:...........................a�.,.....,..................<.............. W..... . 5.2. Static case load assianmgnts..,.,<..................... ,.,,,...........,....... 00 .,..,,,........,,.,........:.........:........:.'.....�....,..,....Er 6. Load combinations................................................................................................... .. ....,.......................I.—...... ...fi.. 7. Structure results.............................................................................................................. .. . .... . ....................................... 7 7,2. Base reactions ............................... .... 7 8. Joint results.. ... ..... — ............ ........ -- ......... - ........... .......... ........... ...7 9. Frame results............................................................................................................................................................ 8 List of Figures Fioure 1: Finite element model....... Figure 2: Deformed shape ............. List of Tables 3 7 Table1: Joint Coordinates ... ............................... ............ ......... .............................. ............... ............... ............ .......... ..: 3 Table 2: Joint Restraint Assignments .......... .......,,,,......... ,.,..........,....,............ ,,...... .,................. ......,..,...,...... ....... ...:...,. 3 Table3: Connectivity - Frame....................................................................................................................................... 3 Table 4: Frame Section Assignments ..... ...................... ........._........ ............. ........ .,.,..,......... ,.,.......... --- ...... ....,....,..., 4 Table 5: Material Properties 02 - Basic Mechanical Properties...................................................................................... 4 Table 6: Material Properties 03a - Steel Data ..... ............ ..........,.,.,,,........... .....,........,,.,.....,.,,,.,,,......... ,,..................... ... 4 Table 8: Frame Section Properties 01 - General Part 1 of 4.......................................................................................... 4 Table 8: Frame Section Properties 01 - General. Part 2 of-4 ....... ........... .... :... ........................... .............. ........... ..... 5 Table 8: Frame Section Properties 01 - General. Part 3 of 4.. . ....... ........ ........ 5 Table 8: Frame Section Properties 01 - General. Part 4 of 4.......................................................................................... 5 Table 10: Load Pattern Definitions ...... ........ ................................. ............... ............ ........... ................ .:.......... ........ .... .. 5 Table11: Load Case Definitions ............................. .................. ..................:.......:........................................... ........ ... 6 Table 12: Case - Static 1 - Load Assignments......................................................................................................_....., 6 Table 14: Combination Definitions................................................................................................................................. 6 Table16: Base Reactions...................................................................................:...................,.........,.,.........:.,,........... 7 Table 17: Joint Displacements..,..........................,.,....,...,..,,....,....,....,.....,..,,....,,..,.,......,....,,..,.......,,.,,,..,.....,,..,,.,.....,. 7 Table18: Joint Reactions.............................................................................................................................................. 7 Table 19: Element Forces - Frames, Part 1 of 3............................................................................................................ 8 Table 19: Element Forces - Frames Part 2 of 3............... ......... .......... ................ .............................. ..,....... ,....... ......... . 8 Table 19: Element For - Frames Part 3 of 3 ............................ home Page 2 of 8 plate 2D angle 60.sdb SAP2000 v1 5.0. 0 - 1 Model geometry October 29, 2016 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraint;,ggd element connectivity. 000006 • 0 0 0 000* 0 & 00*00 00:66: 06:06* so**** Figure 1: Finite element model • :00:0: 1.1. Joint coordinates *0 0 0*900 : Table 1: Joint Coordinates 0000 Table 1: Joint Coordinates Joint CoordSys Coo yps 0 2 GLOBALa %Ian 6,914 0.000 5.022 3 GLOBAL Cartesian 11.872 0.000 13.609 4 GLOBAL Cartesian 13372 0.000 11609 6 GLOBAL Cartesian 18.329 DMO 5.022 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignmenits Joint Ul U2 U3 2 Yes Yes Yes No No No 6 Yes Yes Yes No No No 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity - Frame Framea Jointl 0 Jointj 19--LangAth 2 2 3 9.915 3 3 4 1,500 5 6 4 9.915 home Page 3 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 2. Material properties October 29, 2016 Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame AnaiSect DesignSect ff MatProp 2 PLATE PLATE Default ' ' """ 3 PLATE PLATE Default 0 ' to ' 5 PLATE PLATE Defauft ••••••00*00* •••• •••••• • •a•••• 0900 •••• • •• ••••• 2. Material properties •."" "•. •'... •••••• 00 This section provides material property information for materials used in the model. : : • • • • • • •: • • . • •• • • Table 5: Material Properties 02 - Basic Mechanical Properties •• •••• • Tabie 5: Material Properties 02 -Basic Mechanical Properties Material UnitWeigh T UnitMass E1 G12"%, U12 A A500GrB42 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.5000E-06 00 15 A992Fy50 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.5000E-06 00 15 Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a -Steel Data Material F F22 FinalSbpa A500GrB42 42000.00 58000.00-0A00000 A992Fy50 50000.00 65000.00-0.100000 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames Table 8: Frame Section Properties 01 - General, Part 1 of 4 Table 8: Frame Section Properties 01 • General, Part 1 of 4 TE A500GI342 Angie 2.0000 0.0748 0.0100 0.0747 0.15 2.735E-04 home Page 4 of 8 plate 2D angle 60.sdb SAP2000 05.0.0 - 4. Load patterns October 29, 2016 Table 8: Frame Section Properties 01 - General, Part 2 of 4 Table 8: Frame Section Properties 01 - General, Part 2 of 4 SectionName _ 13 122 _ AS2 . AS3 , 1=11111111111M I- -- PLATE 4.980E-02 6.947E-05 0.15 7.480E-04 Table 8: Frame Section Properties 01 - General, Part 3 of 4 • • • • Table 8: Frame Section Properties 01 - General, Part 3 of 4 . . • • .... ...... • • •. SectionName S33 S22!jK Z33K Z22 R33 R22 • ai • • • • • • • PLATE 4.980E-02 1.855E03 7.470E-02 2.790E-03 0.5774 0.0216 : • • • . Table 8: Frame Section Properties 01 - General, Part 4 of 4 • ...,.. Table 8: Frames Section Properties 01 - General, Pal,4 of 4 • • .. . ....:. SectionName A A311 1 d 12Mod 13Mod d WMod • • • • PLATE 1.000000 1.000000 1.000000 1.000000 1,000000 1.000000 1.000000 1.0000to• • . • 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Table 10: Load Pattern Definitions Table 10: Load Pattern Definitions _ LoadPai E DesignType StIfWtMult AutoLoad WIND WIND 0.000000 None 5. Load cases This section provides load case information. 5.1. Definitions home Page 5 of 8 plate 2D angle 60.sdb 6. Load combinations SAP2000 v1 5.0.0 - October 29, 2016 Table 11: Load Case Definitions Tablell: Load Case Definitions Cow 7 WIND UnStatic Zero Prog Det Short -Term Composite 5.2. Static case load assignments • Table 12: Case - Static 1 - Load Assignments Table 12: Case -Static I -load WIND Load pattern WIND 1.000000 0 • 0 6. Load combinations This section provides load combination Information. Table 14: Combination Definitions Table14: Combination Definitions 4 Combo am ComboTyps caseNamp Scale acEo COMB1 Linear Add WIND 1.000000 home Page 6 of 8 plate 2D angle 60.sdb 7. Structure results 7. Structure results This section provides structure results, including items such as structural periods and base reactions. Figure 2: Deformed shape 7.2. Base reactions Table 16: Base Reactions Table 16: Base Reactions WIND -5.551E-14 0.00-700.50 0.00 8841.55 SAP2000 05.0.0 - October 29, 2016 •••• . . .... ...... • • • • • • • • • • • • • • • • .••••• .... .. •••• • •• ••••• e,..._. ,........ >ba; •. :6: • • • • •• • •••••• 0.00 • •. • • �•• .••••. 0000 8. Joint results This section provides joint results, including items such as displacements and reactions. Table 17: Joint Displacements Table 17: Joint "placements Joint P!etputcase U1 U2 M U3 R1 R2 R3 fo in in in Radians I Radians Radians 2 WIND 0,000000 0.000000 0.000000 3.713E-19 0.012928 3.239E-18 3 WIND -0.000035 2.074E-17 0.001092 -1.723E-18 -0.026614 4.448E-18 4 WIND 0.000035 2.497E-17 0.001092 -1.723E-18 0.026614 1.193E-18 6 WIND 0.000000 0.000000 0.000000 -3.817E-18 -0.012928 -1.554E-20 Table 18: Joint Reactions Table 18: Joint Reactions Joint �iputcase Pi F2 F3 M1 M2 M3 Lb Lb Lb Lb -in Lb4n Lb4n 2 WIND-204.09 0.00 -350.25 0.00 0.00 0.00 6 WIND 204.09 0.00 -350.25 0.00 0.00 0.00 home Page 7 of 8 SAP2000 k 2/1/16 211:46:51 . . ...... .... ...... .... SAP2000 v15.0.0 - File:plate 2D angle 60 - Frame Span Loads (WIND) (As Defined) - Kip, in F Units ...... SAP2000 r SAP2000 05.0.0 - File:plate 2D angle 60 - Axial Force Diagram (WIND) - lb, in, F Units 2/1/16 21:49:04 ,,,, , . , .... ,,,,,, ,,,,,, ,,,, ,,,,,, . 0 0 0 0 , , .. .. , , , , , , , , , , . . .. . ...... . . 000000 .. , ,,,, , SAP2000 m SAP2000 05.0.0 - File:plate 2D angle 60 - Joint Reactions (WIND)- lb, in, F Units 211P16 21:49:53 • • w • • 04.09 sAPz000 k L. L V-A<V.- = f -Yv SrV'9H7 410-40.40 Units SAP2 0 0 0 1017/17 16:18:37 JELDWEN® CONTOURS STEEL DOOR, WOOD EDGE 6-0 X 6-8 (XX) & 5-4 X 8-0 (O/OXO) INSWING/OUTSWING 24 GA. STEEL IMPACT DOOR SYSTEM 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HA BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05, E1996-05b & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WO) 4 RATING. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. 5. SCALE BASED ON 11x17 SHEET SIZE. 6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTIO REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90" OVER THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688" X 3 1/8" X 12" FINGER JOINTED PINE. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.75" AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG STAPLES AND ONE #BX2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16" HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING UNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2-1/2" SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2" HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2 1/2" SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF LAMINATED VENEER LUMBER (LVL). THE FRAME CORNERS ARE JOINED USING RABBET 74" MAX. OVERALL FRAME WIDTH 6 318" WITH MI�PANEL WIDTH F I / \ w \ w D J >m 6 -..A__ w OFD 6 0 a m NOTE 2 / NOTE g m � x \ / INACTIVE ACTIVE I - t / ASTRAGAL A B DOUBLE UNIT (XX) NOTE 2 (INSWING IMPACT) TABLE OF CONTENTS SHT #1 DESCRIPTION 1 1 INSWING ELEVATIONS & GENERAL NOTES 2 INSWING ELEVATIONS 3 INSWING ELEVATIONS & BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS 5 INSWING VERTICAL CROSS SECTIONS 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 8 OUTSWING ELEVATIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 OUTSWING VERTICAL CROSS SECTIONS 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWING HORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS 14 ANCHORING LOCATIONS 15 ANCHORING LOCATIONS & DETAILS 16 1 UNIT COMPONENTS TABLE 7 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITE(S) AND/OR TRANSOM DOUBLE DOOR W/O SIDLITE OR TRANSOM INSWING POSITIVE +55 +55 NEGATIVE -55 -55 OUTSWING POSITIVE +55 +55 NEGATIVE -55 -55 JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1" X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTF OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16" X 2" STAPLES. TRANSOM GLAZING. THE GLAZING CONSISTS OF 2 PIECES OF 118" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7/16" AIR GAP. NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE ( Ily signed by Hermes F. Norero, P.E. n:I am approving this document I z V 2014.11.11 10:04:34-05'00' Z Ui U z z w J w 3 00 O� x,6 of J of WX �-X to �; U(6 x �o U O C6 00 � U a O J LL M 00 Q Lo Y d oa co z� Ow wz J J W Z Z �Ew ,O z DATE. 12/31/09 SCALE: 1/2" = 1' * _= DWG. BvG.LUBBEC u CHK.Br: S. FREY ` DRAWING NO.: JW162009 78 SHEET � OF 16 < 64 1/2" MAX OVERALL WIDTH J `� ❑ 58 1/2" MAX. D.L.O. r` D N � 7 7 NOTE 2 } t7 W O \ w o z J 6 > LU J ❑ G 0- < 6 B I a NOTE 2 0 o / NOTE 2 r 7" MAX. / D.L.O. [71L 5 B NOTE 2 4 4 12 MAX NOTE 2 35 3/4" MAX PANEL WIDTH LPANEL WIDTH TYP. MULL POST TRI UNIT (O/OXO) (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES & TRANSOM) F x o J J ° G z 6 a NOTE a M 64 1/2" MAX O.V.A WIDTH 35 314" MAX PANEL WIDTH n a TOTE 2 4 4 NOTE 2PANEL WIDTH TRI UNIT (OXO) TYR (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES) 37 1/2" MAX O.V.A. J FRAME WIDTH _ 26 x 0 i C7 25 \ w S J W _ \ J G w J w 2 W O b � a 7 p S 6 7 m NOTE 2 r` NOTE 2 M / m NOTE 2 A B 35 3/4" MAX. PANEL WIDTH SINGLE UNIT (X) (INSWING IMPACT) OVERALL 51" MAX WIDTH 0 0) rn mj 26 \ O 25 \ = m I— cn S = U ECJ� z_ O JQ M w LD 0 \ IL 1L S J � J 6 a cp 'w' z o0 LLIJ° � LU 9 >Z> j J Q T a NOTE 2 NOTE 2 0 co Q �' < / W M Y d MULL POST M m w D.L.O. Q uJ wow ❑ O H OON 3 __0 0 4 NOTE 2 C O a C7 12" MAX. NOTE 2 0 � z 0 w PANEL WIDTH 35 3/4" MAX PANEL WIDTH w 7 � j � _z UO DUAL UNIT (OX) , .6 y z IMPACT DOOR (INSWING WITH F ❑ o a NON -IMPACT SIDELITE) F- cO z o z 00 —� a O a NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRI RIPI 11111,, .' -NO DATE: 12/31/09 Z r 4 N .. �, 7a' SCALE: 1/2" = 1' 'O T T7= OF DWG. BG.LUBBECKE y�(�I (^0. CHK. BY: S. FREY O.t�•�""`v�RN�rE'=� � DRAWING NO.: �C il'rtaaP.E.Ww �3n�\ `�� '�; "nm'9 ' Is��s�� JW162009 �g h. FL3� SHEET 2 OF 16 FBFE 4MAdi611L1d"�N�o. zss7e 37 1(2" MAX O.V.A. N 6 FRAME WIDTH 31 1/2" MAX. D.L.O. I r 1 - D ry NOTE 2 26 w x wCD O w z 7 0 0 6 ¢a 7 6 NOTE 2 NOTE 2 / C D NOTE 2 35 3/4" MAX. PANEL WIDTH SINGLE UNIT (O/X) (INSWING IMPACT DOOR WITHa NON -IMPACT TRANSOM) NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRg9IIk� ' 1111"If J�� DES �O co a) JO 00 ♦C Lo z o c) Z W D- co W Y I co It wna= -� c� Y D_ - w o oX w O0U) 3-o -opO p_�N o�z J add WX� r x �OD� 2 U �N� o O O 06 z� ♦ x w� W � J O' W m >z_ O W >m O- < Z m 0 a �g> 0w Q z V=0 wvo OwXz O0 Woow x o L N z m D_ v� N o d cli w Q o o 17 4\ f4� • O : * = $TXTi Of X 7� • 4" � i O,n4 .S�eJmfoPE �� Iam9 D,op�.a �� gyp,@®R�4�N3, FBPE Cert."tlta l4kiitlo�iJ1_ 29578 DATE: 12/31 /09 SCALE: 1/2" = 1' DWG.BG.LUBBECKE CHK.SY. S. FREY DRAWING NO.: JW162009 SHEET 3 OF 16 Item DESCRIPTION Material 1 HINGE JAMB 1 114" X 4-9116" FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1(4" X 4-9/16" FINGERJOINTED PINE PINE 3 LATCH JAMB 1-1/4" X 4-9/16" FINGERJOINTED PINE PINE 4 SIDELITE JAMB 1-1/4" X 4-9/16" FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2" MIN. EMBEDMENT STEEL 6 4" X 4" BUTT HINGE 12GA..089"MIN STEEL 7 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 8 #10 X 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL 9 3116" ITW BUILDEX TAPCON WITH 1 114"MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM 12 #8 X 2 1/2" PHILLIPS FLAT HEAD WOOD SCREW STEEL 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6AL ALUMINUM 14 NOT USED 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL 20 LOCK BLOCK 1-11/16" X 3-1/8" X 12 FINGERJOINTED PINE TREATED PINE 21 ODL LIP -CITE FRAME PLASTIC 22 1" O.V.A. INSULATED TEMPERED GLASS GLASS 23 16 Ga. 7f16" CROWN X 2" LONG STAPLES STEEL 24 CORRUGATED NAIL 1f2" X 1-1/16" 25 GA. STEEL 25 KWIKSET LOCK SERIES 400 STEEL 26 KWIKSET DEADBOLT SERIES 660 STEEL 27 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 29 NON -COMPRESSION SHIM WOOD 30 EXPANDED POLYSTYRENE (1.0 T01.25 pcf DENSITY) MFG BY JELD-WEN FOAM STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021" MIN. THICK. FIBERGLASS INSWING VINYL DOOR BOTTOM SWEEP VINYL F33 CORNER PADS 2°, LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP FOAM OUTSWINGTHRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM MULL POST, EDGE GLUED FINGERJOINTED PINE PINE 36 3/8" ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE 38 JAMB, 1-1/4" X 4-1/2" FINGERJOINTED PINE LVL 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 40 ASTRAGAL BOLT 0.313 DIA. STEEL 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 42 11/16 O.V.A. INSULATED 1/8" ANNEALED GLASS GLASS 43 1" STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT 45 GLAZING CLIP CELLULAR PV 46 SASH CELLULAR PVC 47 STRIKE PLATE GLOBAL STEEL 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC X ao Q S N w �g �z SEE DETAIL A - SHEET 15 i 1" MIN. r O w xw w = W Z Z 28 41 1 1 /2" SE€ NOTE 1 MIN. EMB. 5 �{ 1" MIN /� 1" MIN ( H \ VERTICAL CROSS SECTION. DOOR TYP. 4 WOOD FRAME INSTALLATION 0 1" MIN m L v � _ W - Z v= �N SEE DETAIL A - SHEET 15 1" MIN m NOTE 1 Y % w -1" MIN 1" MIN NOTE 2 9 28 41 z_ J _ 29 238 SEE DETAIL A SHEET IS 37 1 16 11/16" O.A. H 2 OI w 0 H Z uj w w — X 1" MIN MIN. B VERTICAL CROSS SECTION DOOR TYP. 4 MASONRY AND CONCRETE INSTALLATION NOTE 1 1' MIN. 1" MIN 1" MIN NOTE 1 '- 28 41 - 1" MIN 9 28 41 p %\ A _ 0) A. .. m 0 29 38 c "' 36 43 F w Z d LL cV / 2 c=7 p _ Z Y 36 43 w Q H OD 42 Lu i F F Q cLh Z v= 37 (D W 42 O w= W � Q S c`•) Y d a w SEE DETAIL A Lu 11/16" O.A. (3 > 46 < SHEET 15 >a Z k LL N m 3 . X Q 45 46 N a w r% w w z O 38 � pzN U 28 41 + 1 1/2'. m SEE NOTE 1 EMB w ? 5 --I 1" MIN 1" MIN / C _1 VERTICAL CROSS SECTION DOOR/TRANSOM TYP. 4 WOOD FRAME INSTALLATION NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD IS MAINTAINED. NOTE 2- OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OF JAMB. 1 2 &T m0 O Q'TZ U ...-. 16 WN U ��z'u > Z � U 30 10 w z F- oz z o 31 nQ m 00 z O O qq U) 17 w w 2 32 w z 0) w z Q z z 1 v = U 0 ® 1 0000 o0W� w v d v =o W w Q. �N 1" MIN -{ MIN. N o w VERTICAL CROSS SECTI( 11WPA M TYP. O N � MASONRY AND CONCRET�Y _ �F� �'�D{`L � � m Q O • r DATE: 12/31/09 7 �•' SCALE: 3" = V DwG. BG,LUBBECKE 4t CHK. BY: S. FREY E•\�`\�` DRAWING NO.: J W 162009 FBPE CeR MbLii{ Adn�N0.29578 SHEET 4 OF 16 • • Y _• __� COUNT MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Nu-Vue Industries, Inc. 1055 East 29" Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 AB, NVSTA, NVHTA, NVTHJ, III, NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT: Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 03/06/2018, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, 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 Section. NIISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 17-0802.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 )/0 �`1� Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence Submitted Under Previous NOAs A. DRAWINGS "Submitted under NOA #16-0201.22" 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2016, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 F1 and F2 02/15/08 2. 05-5196A AB-7 F1 and F2 02/15/08 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward, L1 and L2 03/20/06 6. 06-5622 IKE-2 Upward, L1 and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04 8. 03-4631 NVTT Upward and L1 06/21/04 9. 08-6711 NVHC-37 Upward, L1 and L2 03/14/08 10. 04-4641 NVSTA Upward, L1 and L2 03/17/04 11. 04-4642 NVHTA Upward, L1 and L2 03/22/04 C. CALCULATIONS "Submitted under NOA # 08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. 0 E. F. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. STATEMENTS "Submitted under NOA #16-0201.22" 1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial interest, dated 01/29/2016, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 13-0206.17" Statement letter of code conformance to 2010 FBC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.E. E - 1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 17-0802.10 A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h Edition (2014) and 6"' Edition (2017) FBC and of no financial interest, dated 07/25/2017, signed and sealed by Vipin N. Tolat, P.E. r Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 E - 2 Nu-Vue Industries, Inc. .A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence Submitted A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 03/06/2018, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Adjustment factor calculations per ASTM D7147, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/06/2018, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 61h Edition (2017) FBC and of no financial interest, dated 03/10/2018, signed and sealed by Vipin N. Tolat, P.E. E-3 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0312.06 Expiration Date: May 22, 2023 Approval Date: May 17, 2018 MIAP11-DADE MIAMI—DADE COUNTY, FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 901h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section 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 "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201. Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2, sheet 5 and sheet S. 2. See pocket installation detail in sheet 11 and notes 915 and 916 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with anv 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 & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B", dated 04115115, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test., Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11--3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and 'installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 4. 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 20394 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM. F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/20/11, signed and scaled by Rafael E. Droz—Seda., P. E. (Submitted under previous NOA No. 12-1204.12) 6. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1. TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL 3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.-. FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed. and sealed by James G. Worth, P. E, (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer'°, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. �� G <-!, !2 z4.�r Isha4 I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18, 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 ()white) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E.(Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05116111, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. DroZ-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11--3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI---12-4053 , HETI---12-4054, HETI-12-4064 and HETI-12-4065, dated 01 / 15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Ts aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI--11-3271, HETI-11-3272,1-lr-ETI-I1-3274, HETI11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-I1-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-42-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12--4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL 3492, dated 06/20/02, FTL3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (61' Edition) code compliance. B. Test 1. None. Ishaq 11 Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E--4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to K.uraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on. 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No financial interest" dated I l/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises & renews414-0908.02, expiring 02/13/23. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "HS-8700 (Flange --Frazee)" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0222.14 and consists ofthis page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. a � 2- 1201 NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2, Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1,13-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 11 Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with ;narked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted tan der NOA No. 11-0705.10) i' Sifting ,Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 41 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, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, IIETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. 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, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc.; Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06101, 121/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). � W_. 1 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21!21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-012 7.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-305213, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10 3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-1 0-325 1, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, F.E. (Submitted under NOA No. I1-0705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-211613, issued by Hurricane Engineering & Testing, Inc., dated 01/ 15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (flange -Frame) Aluminum Horizontal Sliding Window - LM.l." approved on 04;13/17 and cxpining on 04/11/121. Sifang Zhao. P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E - 3 A At O e s1 NOTE: VT AU 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1" REFER TO SHEET p0 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D, & E' REFER TO SHEET p4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. XOX -Equal Lite(lZ3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAIL "A, A1, R, & 81" REFER TO SHEET q3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET A„5 4) REFER TO SHEET 6 OF 10 FOR UESIGN LOAD CHARTS AND NOTES. NOTES: XOX_=Un-Equal Lite (1/4-1/2-1/ 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & 131" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E' REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING _IMPACT_ WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM 1S DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET. #6, 7 or 6). 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. B.) SEE SHEET 9 FOR GLASS TYPES. 8) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. i J.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL- LITE "XOX" WINDOWS. 11.) SEE SHEET 3 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. 13.)"EXT & INT- FALSE COLONIAL MCNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET y3. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. I5.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. !3.) SEE SHEET N 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL, SLIDING WINDOWS WITH OTHER 'TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.6.4 OF THE FLORIDA BLDG. CODE. PRODUCE REVIs ED BIww 8 Mtbl l.id. Accep vC de Rxpira6on Date nu, It a By A9{ami DaJ prof ael co s 'EST UNIT SIZE: II I" X 63" * —� NSTALLATION FASTENERS A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) C) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE y3 & p4. 05 3/8' OVERALL FRAME WIDTH - 84 3/8" INTERIOR FRAME WIDTH - VO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FUN UNITS 'IT" DP ABOVE ./- 70PSF (4 TOTAL) I 5' Max. D.L.O. W111 Max' D.L.O. Wdfh =243 B a 24 H E /_ B B1 TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS - (A) 6 AT FRAME. HEAD (8 AT FRAME HEAD IF DP ABOVE 70,0 AT EA. FRAME SILL (B) (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB .SEE GENERAL NOTE #3 & p4. (TYPICAL AT ALLL ICAL Ts) 13 1/4' O.0 I u i = �y t/a• D.C. w i (�Ff1 I4 ¢ a � 4 � J w w _ i o ' N 13 1/14. O.C. ANCHOR NOTES: 1. SAME ANCHOR SPACING AT HEAD B SILLL \ EXT. A INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ 2, TWO ADDITIONAL ANCHORS REQUIRED V/ SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE -70-SF / - 75PSF (4 TOTAL) XOX" WINDOW EQUAL LIT E VWVERTICAL CRUSS-SLCIIUN DETAILS 'A, AT, B. 6 Bl• AT SHEET 43 TEST UNIT SIZE: 111' X 63• 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D. B E' AT SHEET 45 INSTALLATION FASTENERS # III' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH AT ME HEAD IFDP ABOVE 70.0) TWO ADDITIONAL ANCHORS (8)(14 AT EAR. FRAME SILL REQUIRED AT MEETING RAILS A ii 1 FOR UNITS VITH (14 AT FRAME SILL IF DP ABOVE 70.0) I� g DP ABOVE Nix /- 7DPSF a TOTAL)(5• _ (C) 5 AT EA. FRAME JAMB #SEE GENERAL NOTE #3 & /{4. Max. OLO. Wid f on N. (.L-0. i'idN _J = 24 3/8" B B1 5ORNERS) 13 I/A- D.C. 13 t/a• D.c. 13 I/4• C.C. ___4 13 1/4• D.C. ANCHOR NOTES ' I. SAME ANCHOR SPACING AT HEAD & S[LL EXT. L INT. FALSE COLONIAL MUNTINS ARE 2. TWO ADDITIWJAI ANCHORS REQUIRED AT APPLIED v/SILICONE AND ARE AVAII.A&. AS OPTIONAL - MEETING RAILS FOR UNITS WITH DP ABOVE *70PSF / - 73PSF (4 TOTAL ) "XOX" WINDOW — UN —EQUAL LITE NOTES. L SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, N B1• AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C. D, A E' AT SHEET 05 74' OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH (MAx O.CJ MaD.L.O. Lth 7 33 1 - -n B B1 3 W ,o 0 m M � M I CQRLHERS) O i ^ 3oM 13 v4. O.C. z w o J o O 2 C W � a vaII D.C. C } 13 I/I4' O.C. 1 { U z 13 VY O.C. s• �I V + ANCHOR NOTES: H(yy i. SAME ANCHOR SPACING AT HEAD (L SIL,\ / EXT. & I.I. FALSE COLONIAL El2. TWO ADDITIONAL ANCHORS REQUIRED ..... 1J MUNTINS ARE APPLIED W/ AT MEETINCWITH 4/ STLIC3NE AND ARE UNITS AVAILABLE AS OPTIONAL RAILS S/- DP ABOVE - 70PSF (4 TOTAL) U - "XO" WINDOW EQUAL LITE "OX" A NOTES: ( REVERSED ) 7. SEE VERTICAL CRUSS-SECTIUN DETAILS 'A, AT, B, B B1• AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D. L E• AT SHEET 44 H 0 O m z 0 Mm1 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I.�� 4t 3 2 c a w m a PRODUCT REVISED 115 cOmpinrio, the Fhrida m ^w < 1f] Buitdeng Code .:. Accepl>sI� INO -I L12 . '1 a.1e':= - � - Ezpiralion Dore IJ 3 ,e o ! Mimni D— o p�� "•�