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CASE # PZ00- 0921 -03 DEVELOPMENT ORDER APPLICANT: Rodney and Francis Rolph SITE ADDRESS: 453 N.E. 92 Street Whereas, the applicant has filed an application for site plan approval before the Planning and Zoning Board on the following described property: The east '/2 of Lot 18 and all of Lots 19 and 20 of Block 50 of " MIAMI SHORES SECTION No. 2" Plat Book 10, Page 37 of the public records of Miami -Dade County, Florida The applicant sought approval as follows: site plan approval Whereas, a public hearing was held on September 21, 2000, and the Board, after the reviewing the plans and after hearing testimony and examining evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The applicant has established substantial competent evidence as a basis for approval of the application subject to the below noted conditions. 3. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, the drawings, and conditions agreed upon at the hearing. The applicant must satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. Action taken today does not constitute a final development order and one or more concurrency determinations will subsequently be required. In addition, the following terms and conditions are imposed: 1. The requested variance for the 4' wall in the front yard is denied. 2. The new front columns and porch addition have been deleted from the application by the applicant. 3. The flat roof addition may be permitted if a line of sight is drawn from the sidewalk to the flat roof /deck which shows that the flat roof is not visible from the front elevation. Passed and adopted this 21 day of September , 2000 upon a Motion to Approve by the Planning and Zoning Board with 4 -0 vote as follows: Member Crutchfield Yes Member Fernandez Yes Member McCoy Yes Chairman Powell Absent Member Sturman Yes (hciha . an, '' lanning an s ' oning Bd. Legend of Survey Abbreviations (C) Ct. ENC FIP OH PB P/L UP T Notes A Arc Distance .. A/C c alculated Clear Encroachment Found Iron Pipe Overhang Plat Book Property line Utility Pole Tangent c) Code restrictions and title search are not reflected on this survey. FLOOD ZONE; X FLOOD INFORMATION: Community Number: Panel Number: Suffix: F.I.R.M. Index Date: Base Elevation: Bearings, If any shown based on NOT VALID WITIIOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER CB C/L ETP FIR ORO PC POO WM LME Alt Condili ning Pad Catch Basin Center Line Electric Transformer Pad Found Iron Official Records Books Point of Curvature Point oI Beginning Water Heir Lake Maint. Easement 120652 93 J 7 -17 -95 Not Available Rolph, Rodney H., and OCR CBS CONC FD (M) OUL PCC POC A AE A B SURVEY I hereby codify that the survey represented hereon 'meats the minimum technical standard! set forth by the Board of Land Surveyors In chapter 61617.0 Florida Administrative Code pursuant to Section 472.027 Fla. Statutes. There are no encroach ments, overlaps, easements appearing on the Plat, other than as shown hereto 6 FL.P• •F. URVEYOR AND APPER NO. (froward County Records Concrete Block Structure Concrete Found Measured Overhand Utility Lines Point of Compound Curve Point of Commencment Central Angle Anchor Easement 111.I)G CII DE FI1 NGVU r rc PRC (reference) �- nodding R Radius Cliortl Dotance RAU Radial Drainage Easement R/W Right of Way Fire Hydrant SEC Section National Geodetic SCR Screened Vertical Datum 1'lal SIP Sol Iron Pipe Page Point of (lever se Curvature PT Point ol Tangency 0/S Offset a) All Clearances and /or encroachments shwon hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. 1 b) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended u$e will require written approval from the certifying surveyor or firm. d) Underground utilities and encroachments, if any, not located.. e) The flood information shown hereon does not Imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. f) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or implied. i Page 2 of 2 UE CERTIFIED TO; Rapid Title Services Company; Attorneys' Title Insurance Fund, Inc.; Rolph, Rodney H., and Rolph, Frances H., and Merrill Lynch Credit Corporation, its successors and /or assigns. PROPERTY OF: Pot nh, Frances H.. 453 N.E 92nd Street, Mian)i Shores, Florida LANNES AND GARCIA, INC. L.B. #2098 Surveyors - Mappers -Land Planners SWK Sidewalk Utility Easement Ernesto E. Espinosa 112946 • Address: 359 Alcazar Ave, Coral Gables, FL 33134 (305) 666 -7909 (954) 523 -8683 FIELD DATE SCALE DRAWN BY DRAWING NO • 5 - 00 120311 WM Water Meter 33138 to Vendor Number Make Checks Payable To: BLUM BUILDING CONTRACTORS, INC Mailing Address: Reason for Purchase: Check Request By: APPROVED BY: 275 NE 92 ST 11 -17 -00 Date Please indicate Mail Check: ___x__ Yes No MT AMT SHnRRS Fr, y i �� If "NO ", give check to: Amount of check: $80.00 Budget Account No. General Ledger No. Revenue No. ITEM(S) To be Purchased: TO BE REFUND (OVERCHAGED) OVFRCHAGRT) PERMIT #47803 FRANK LUBIEN, BUILDING OFFICIAL Department Head Finance Director Village Manager PAY TO THE ORDER OF` • • BUILDING W 4 ELECTRICAL PLUMBING 0 PERMIT ROOFING ❑ 17/(91-1 ❑ 0 /tit Owner of Building Architect Contractor ;3/LJ 4 Legal er 11 / "r'1' 'l Description 1 11+ 1g 1-1 BI. j V Builds Address of 1 /5 3 /A /g 7c? S f Building � ;/ i In consideration pertaining thereto and In 'metal this p u BLUM BUILDING CONTRACTORS, INC.';,. 275 NE 92 STREET MIAMI SHORES, FL 33138 / r CONTRACTOR or BUILDER MIAMI: SHORES VILLAGE, FLORIDA Date 0 47803 Work to be performed under this Permit e r l — M t r r . . C 1 S . T ivrfdat. 'i 4 dD BY Subd 54 - D/1/•02b 0 Bont dry: Sq. Ft.: ' a o 'Value of / Project $ r yu v- b 7 This permit 'is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict' compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may bare been submitted to and approved by the proper municipal authorities. This Permit may be revoked at anytime if the work is not done incompliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or ' p1. ees C •.; h .q Signed• / \&' ' Yam (INSPECTOR) BY of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations in strict conformity with\the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. •• • I assume responsibility 'for all work done by either, myself, my agent, servant or employee. TOTALBANK CORAL WAY BRANCH MIAMI, FLORIDA 33145 -3271 63- 915 -660 Contractor's License No. • i/ 00 Permit: / i& 37CCF: \ `T : fp 0 DOLLARS . _m Radon: Amount of Permit AUTHORITY bo 0•* 0•# 0•# 2875•+ 114.60+ 12.00+ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTEQ ON SHE JOB SITE AT TIME OF FIRST INSPECTION OFF :192I2PC 817 REC. PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF DADE: 00R359939 2000 JUL 26 11:08 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. 1 .4epd! descriptiar++of propeerty and sVeef address: E ?y 1 S or 1 °I M a ��� iu0 5c c .a __ f to- 3 7 4 53 t■I £ . gt a •.4 •r>? "( 7? =' 72 /Jf 2. Description of improvement: /77.tlo+ - 4-4.4 /1-pr p/ Z vi...:. 4/ C 3.Owner(s) name and address: Ze7 V5 "it 9.? "/ JA,. e/ Interest in property: -- Name and address of fee simple titleholder: /4'04,/04 cy.. -r i re .4,7 /j 8 4. Contractors name and address:,%. 2 7f — tit 92 % J6-e,' to.s.,- rn r rce ,77/J.5 S. Sursty:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lenders name and address: /fill► 9. Expiration date of !!;is different date is wan coal/1w Print Owners Name ' E Sworn to and subscribed before me this Notary Public Print Notary's Name •Zi L Q 4 r "r3 ent: (the expiration date is 1 year from the date of recording unless a OFFICIAL NOTARY SEAL JULIE A DAVILS NOTARY PUBLIC STATE OP FLORIDA COMMISSION NO. CCS36010 ON EXP. MAY 11,2003 ?) day of __ wcka infti. Amu 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Prepared by . os ��, � , 1 /€ Address: 2 7S ate=- 92 &- r,71 DATE 8llly /olJ CRITIQUE SHEET COMMENTS INITIALS P Y Ate 46 . SETr5/1CK ou SITE Pcdri LOE5 to T f r c ff .5E 1c 0-1J sc.c,e.vey v s .2. D/ ') FOR b I FFEE T S ry2c tc - r - L4 2 t Mr45 te E' "s . ( Pko PosE6 CoLu ,1As Eyvcgori-eci put o 1�72.CPT 5FTt 6-k.8 - • D (S) 5I i E PL ,v C a�C.L s lc?) R_ /v u..) cowc. acock. 141.-L (5 •e- 5,1 S (,tJ 1 -- Co (4.4_0 ,v or F' 6 • _ , Sccj - if Y&7 -tou*L of F( tsrpu6 Hex) FeXRJc& W /LC. E /off Poop — Y FCC j/ T - 74 56 C" L o5 aJG /SEZF Lo c tc/a)G ul 4-EZ 4/eV VIVO ' . / V 57,0/0 s ®/) mils A 5(40 cv /NG C/4?' 477f 4 .5a t ,et rY ■eE cma ri°Ak ‘-eL ca -p o r 1- ?Ai 1 l,v WY LA 15 auf"” Protect free jcn fear , f-v-r wk !J : a . /05 f f 7 FYcc7 o/h 11 ?s /141 6*(2;1 r-ouvc/ /er[fre - e Aoc.Se 1 c gri.t6 Ic71/� rlof' •P9, - e 4T/ c/E7Lec)/ors cc,cla r J oc.oS (`8p ro v t e s ecu ri. ' V 5h e a cl 1 +IA t i( S e r v e as h t.c k kc v » ctc e. c� - 1 i a rs ; - ( C.J9 rKrI4 (4) c n ?kr calkL'i c.r ■'r ce ctile.Lt.cla-'rco pt-9 lt& i S et.reti a.. ICe eo w v. MJCJI/(r\c e f t< ,s • . 5 ■witka.r 4 Po c-c•k Ca rport (YmAd ) !D• 12eco Ailivteta4 !ow tA IVI - 4 I -FM 9-1 �vL r 1ecdc r reS a roo'� �tkt I.Cic� -cioc�s t A -oef' c l. eV a� / tout for LeA, -.014A - iaAn s ( t <' t. 5 � I � ow w ► at o(c.1 W"O r,€ U. k-(- lAs`E�d �T '=f o r l ietrl ttk /lee (e4 i l e ve t $I u;1- ✓ • '11 4 Br $o avoi • ' t, (114120. 1 (LOA l o. ge level 0t- o ld u�t b • � 4 A. C. 4ue.t -lo walk iii c.tosei ren'lr 1I(xe kdtkeh dwC.* t �ed roowi JOE SI: 15' A/ ?z T.Y21 OF ere. C#04 CODE SECTION 4 qo ( • 4 (C) PAGE 1.0=7:CIN C2•1071S 4 e Pps - Fab gkJ DA= • 3,0 Z.d)..> 0 ‘'• 4.• 1 4.1 de Fa /0-7 : c 426:1;64d a. 4c ezes. . c(• 4',,( • Comments: t)u%,, g2 /et 4Z,.ib�v 44' 3 2a /vI APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, — SO hn ROV>P1:1 to re- occupy the single family residence known as : (address) Lt S N 1✓ �� �� Legal Description: Lot ( $ B ALL )9 4,a Block PB & PG: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant RRbprtS0 C �t Date s ' 1 0 Print Name Ae fl Kdoe So *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Sahn Or Is is a ROIceRrSA Telephone: 3 - 0. 1 er a'5 g/ a-00 Buyer Seller Realtor 'C Company Name WI Masil - pJ7(wAy 4, -LimS Application Fee ($50) paid: Cash Check No. Inspected by: F . LUB I EN Approved X Denied Date 5/11/00 PAGE 1 OF 2 , Miami Shores, Florida. , hereby apply for a certificate CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA By : Date of Certification: 5 / 11/ 00 BORROTO REUS & LOYNAZ ROLPH ADDITION DADE COUNTY, FLORIDA RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS SIM MIN TABLE OF CONTENTS: SECTION I NODALCO ENGINEERING, INC. Structural Consulting / Inspections / Investigations TABLE OF CONTENTS STRUCTURAL ANALYSIS AND DESIGN CALCULATIONS FOR: ROLPH ADDITION PAGE # A. DEVELOPMENT OF WIND LOADS PER ASCE 1 -4 B. ENGINEERED UNIT MASONRY PER ACI 5 -6 C. ANALYSIS AND DESIGN OF CONCRETE BEAMS 7 -16 D. ANALYSIS AND DESIGN OF WALL FOOTINGS AND PADS 17 -20 E. DESIGN OF RAILINGS 21 250 Bird Road, Ste. 104, Coral Gables, FL 33146 • Phone: (305) 476 -5440 • Fax (305) 476 -8723 • E -Mail: Nodalco3 @bellsouth.net. NODALCO ENGINEERING INC CLIENT: PUIG & MARTINEZ DESCRIPTION: SEASTONE SHOPPING CENTER DATE: AUGUST 2000 EXPOSURE C MEAN ROOF HEIGHT: IMPORTANCE FACTOR: WIND SPEED: a = 1.77 ASCE 7 -88/93 WIND ANALYSIS AND DESIGN DESIGN ASSUMPTIONS 20.00 1.05 110.00 MPH DIMENSIONS OF STRUCTURE B = LENGTH PARALLEL TO RIDGE LINE = L = LENGTH PERPENDICULAR TO RIDGE LINE = RELEVANT EQUATIONS MAIN WIND FORCE RESISTING SYSTEM (MWFRS) P= qxGhxCp - qhxGCpi q = 0.00256 x Kz x (I x V)A2 Kz = Exposure Coefficient = 15 to 20 feet Gh = Gust Response Factc 15 to 20 feet Cp = Wall Pressure Coefficient : Windward Wall = Leeward Walls = Side Walls = 17.66 FEET 26.75 FEET 0.87 1.29 0.80 - 0.30 - 0.70 COMPONENTS AND CLADDING P = qh x [GCp - (GCpi)] GCp = External Pressure Coefficients GCpi = Internal Pressure Coefficients GCpi = -0.25 or 0.25 GCp is a factor of the components tributary area DESIGN WALL PRESSURES FOR (MWFRS) A.) 'FOR THE DESIGN OF SHEAR WALLS AND ROOF DIAPHRAGM UB = 1.51 Wind Velocity Pressure, q = 29.71 psf Wall Presures, P : Windward = Leeward = 38.09 psf -4.07 psf Cumulative Pressure To MWFRS = 42.16 psf i B.) FOR THE DESIGN OF COMPONENTS AND CLADDING AREA INTERIOR END ZONE POSITIVE GCp(4) GCp(5) 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 DOOR AND WINDOW PRESSURES (PSF) - 52.19 - 50.68 -49.92 - 49.17 - 48.41 - 48.41 -47.66 - 47.66 - 46.90 -46.90 -46.90 -46.15 - 46.15 -46.15 -45.39 - 45.39 -45.39 -45.39 -44.64 - 44.64 - 44.64 -44.64 - 44.64 - 67.29 49.58 -1.51 -2.01 - 63.89 48.15 -1.46 -1.90 -62.19 47.43 -1.43 -1.84 - 60.49 46.71 -1.40 -1.79 - 58.79 45.99 -1.38 -1.73 - 58.79 45.99 -1.38 -1.73 -57.09 45.28 -1.35 -1.67 - 57.09 45.28 -1.35 -1.67 - 55.39 44.56 -1.33 -1.61 -55.39 44.56 -1.33 -1.61 -55.39 44.56 -1.33 -1.61 - 53.69 43.84 -1.30 -1.56 - 53.69 43.84 -1.30 -1.56 - 53.69 43.84 -1.30 -1.56 -51.99 43.12 -1.28 -1.50 - 51.99 43.12 -1.28 -1.50 -51.99 43.12 -1.28 -1.50 -51.99 43.12 -1.28 -1.50 - 50.29 42.40 -1.25 -1.44 - 50.29 42.40 -1.25 -1.44 -50.29 42.40 -1.25 -1.44 - 50.29 42.40 -1.25 -1.44 -50.29 42.40 -1.25 -1.44 0.97 1.19 1.30 1.40 1.51 1.51 1.62 1.62 1.73 1.73 1.73 1.84 1.84 1.84 1.94 1.94 1.94 1.94 2.05 2.05 2.05 2.05 2.05 ROOF TRUSS UPLIFT PRESSURES (PSF) LENGTH OF MAIN ROOF TRUSSES = 26.75 FT. AREA INTERIOR END ZONE 245.00 100.00 85.00 100.00 MORE -40.11 -66.85 HIP GIRDER REACTION (LBS) COMMON TRUSS REACTION (LBS) 35.00 20.00 15.00 PRESSURES(PSF) HIP TRUSSES -40.11 -40.11 -40.76 -66.85 -66.85 -70.12 - 2367.81 - 994.35 GCp(1) GCp(3 &2) -1.10 AREA LENGTH INTERIOR END ZONE REACTION GCp(1) GCp(3 &2) - 1498.31 - 896.65 - 715.14 -2.00 2.05 - 2.00 - 2.00 - 2.11 2.38 2.00 1.89 HEIGHT = 10.20 REINFORCEMENT (1 #5 @ 48" O.C.) = B = 12.00 in D= 3.80 in rho = 0.0018 rho *n = 0.0377 k = 0.24 j = 0.92 AXIAL LOAD /FT = AREA OF MASONRY = WIND LOAD = fb = fa = 449.65 psi 52.00 psi fa /Fa + fb /Fb = ACI 530 -92 MASONRY DESIGN Fs = 32.00 KSI Fv = 35.00 PSI F'm = 1500.00 PSI Es = 29000.00 KSI Em = 1350.00 PSI n = 21.48 Es /Em Fb = 666.67 PSI 4/3 INCREASE FOR WIND LOADS Fa = 266.00 PSI 4/3 INCREASE FOR WIND LOADS OUT OF PLANE BENDING FOR MASONRY WALLS 3.90 KIPS 75.00 in2 55.00 PSF MOMENT = 8.58 kip -in 0.87 < 1.0 O.K 0.08 in2 /FT B= D= rho = rho *n = k= = AXIAL LOAD /FT = AREA OF MASONRY = WIND LOAD = fb = fa = 12.00 in 3.80 in 0.0067 0.1437 0.41 0.86 386.35 psi 13.33 psi fa/Fa + fb /Fb = ACI 530 -92 MASONRY DESIGN Fs = 32.00 KSI Fv = 35.00 PSI F'm = 1500.00 PSI Es = 29000.00 KSI Em = 1350.00 PSI n = 21.48 Es /Em Fb = 666.67 PSI 4/3 INCREASE FOR WIND LOADS Fa = 266.00 PSI 4/3 INCREASE FOR WIND LOADS OUT OF PLANE BENDING FOR MASONRY WALLS HEIGHT = 12.00 REINFORCEMENT (1 #7 @ 24" O.C.) = 0.31 in2/FT 1.00 KIPS 75.00 in2 55.00 PSF MOMENT = 11.88 kip -in 0.63 < 1.0 O.K 08/07/2000 NODALCO ENGINEERING INC LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = CLIENT: B R & L ARCHITECTS DESCRIPTION: ROLPH RESIDENCE RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -89 LIVE SPAN =3' -0" B -1 30 1 3 76.00 1110.00 3 60 8 9.5 14.99 0.03 1.67 3.54 -1.58 -79.39 0.22 1.50 Note: Stirrups required when 0.85 *Vc /2 < Vu 1 DEAD 25 (200 /Fy) *b *d 0.25 Per aci 318 -89, pars 10.5 Use 2 #5 =0.60 in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2 #3 hoop legs Stirrups are required. 134 08/07/2000 NODALCO ENGINEERING INC B4.WK4 WHEN Vu >0.85*Vc/2 but Vu <0.85 *Vc s = smaller of: d/2 = 4.75 (Av *Fy) /(50 *b) = 33 24 in. = 24 Required Stirrup Spacing 1 **** CONTROLS'"`*** 08/07/2000 NODALCO ENGINEERING INC B4.WC(4 LIVE LOADS (PSF): 30 TRIBUTARY AREA (FT): 1 SPAN (FT): 15 SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = CLIENT: B R & L ARCHITECTS DESCRIPTION: ROLPH RESIDENCE RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -89 SPAN = 15' -0" B -2 172.00 2640.00 (200 /Fy) *b *d 0.57 Per aci 318 -89, para 10.5 3 60 8 21.5 891.00 0.81 19.80 8.01 15.29 18.57 0.22 3.40 Note: Stirrups required when 0.85 *Vc /2 < Vu 1 DEAD 25 Use 2#7 =1.20 in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2#3 hoop legs Stirrups are required. (c_T 08/07/2000 NODALCO ENGINEERING INC B4.WK4 WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: d/2 = 10.75 (Av *Fy) /(50 *b) = 33 24 in. = 24 Required Stirrup Spacing 1 **** CONTROLS***** 08/07/2000 NODALCO ENGINEERING INC LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = LIVE 76.00 2200.00 Note: Stirrups required when 0.85*Vc/2 < Vu CLIENT: B R & L ARCHITECTS DESCRIPTION: ROLPH RESIDENCE RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318-89 SPAN =8' -0" B -3 30 1 8 0.25 3 60 8 9.5 211.20 0.44 8.80 3.54 6.81 18.40 0.22 1.50 1 (200 /Fy) *b *d Per aci 318 -89, para 10.5 Use 2#5 =0.60 in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2#3 hoop legs Stirrups are required. DEAD 25 B4.WK4 08/07/2000 NODALCO ENGINEERING INC B4.WK4 WHEN Vu >0.85*Vc/2 but Vu <0.85 *Vc s = smaller of: d/2 = 4.75 (Av *Fy) /(50 *b) = 33 24 in. = 24 Required Stirrup Spacing 1 **** CONTROLS ***** i • Co: . • ; -NOD CO:, NGINEERING;.; • •STRUCTURAL ENGINEERS • CARLOS A. NODAL — P.E. /49285 250 BIRD ROAD. SUITE 104 CORAL GABLES, FLORIDA 33146 Ph. (305) 476-5440 Fax. (305) 476-6723 P-4.1 1c ic> - cj 34S —99 Loi if:)K.) 3 — CSrsc ) 4_23 1 = )4 (5 9 _= 8 4 4-276 ("91.6<s>s" Thot-f L (D 7:6" 5 r- •,e 1.4- LL - or X 1.7 nosF 2-75* pas)r- 8.% 16 f3 43e1 2.9 2. o cc) 41 O 11-4- is4- 0/p •SETT Noi " • •• Cr • CALCULATED EY. DATE, OtEKED BT. DATE. SEALE. - Po e_ eL34 6 ." tzo/A..-0 * L clTh LiC2.i. I( Iji(i l!i/(1( /A A - --- I Q,...7 a 5 ti TORSIONAL ANALYSIS OF REINFORCED CONCRETE BEAM PER ACI 318 PROJECT: ROLPH ADDITION CLIENT: B R & L ARCHITECTS REINFORCED CONCRETE BEAM DESIGN CALCULATIONS FOR BENDING, SHEAR AND TORSION ACCORDING TO ACI 318 BEAM MARK: B-4 LOCATION: SUPPORTING PATIO SLAB & EXISTING TB INPUT AREA INPUT THE FOLLOWING VALUES DERIVED BY OTHER MEANS Cover(in)= Mu (kip -in)= Vu (kips)= Tu (kip -in)= F'c (ksi)= Fy (ksi)= Beam Width =b (in)= Beam Depth(in)= d (in)= Area of stirrup bar = A.)Longitudinal steel required for bending. As Required= As (min) = Design factors: phi = x(in) = y(in)= Sum of x *x *y = Ct =(b *d) /Sumx *x *y = Alpha(t)= x1(in)= y1(in)= 1.5 Required reinforcement cover from exterior ec 2146.00 Ultimate bending moment for tension steel req 41.00 Ultimate shear for stirrup requirements 394 Actual torsional moment at ends of beam 3 Specified compressive strength of concrete 60 Yield strength of steel reinforcement 20 Width of concrete section 20 Actual depth of beam for torsion analysis 17.5 Effective Depth 0.11 Sq in. 2.48 Sq in. 1.17 Per aci 318, para 10.5 ANALYSIS AND DESIGN OF REINFORCED CONCRETE SECTION FOR TORSION 0.85 20 20 8000 0.044 0.99 16.625 16.625 B.) Determine wether t m ay be neglected Torsion may be neglected if Tu is Tess than or equal to: phi *(0.5 *Square root of (Fc)*Sum of x *x *y= 186.226 kip -in Torsional Moment Tu = Tu = 394.00 kip -in Torsion must be considered. C.) Check Maximum torsional capacity of cross section. The section torsional capacity, Tu(max) = phi *4 *Square root of F'c *Sum of x *x *y divided by Square root of (1 +(0.4 *Vu /Ct *Tu)^2= 1079.35 kip -in Actual Tu = 394 kip -in Section dimensions are o.k. D.) Compute the torsional capacity Tc in the presence of shear, and the shear capacity Vc in the presence of torsion. Tc = (0.8 *Square root of F'c *Sum of x *x *y) /(Square root of (1 +(0.4 *Vu /Ct *Tu) ^2) Tc = 253.96 kip -in Vc = (2 *Square root of F'c *b *d) /(Square root of (1 +(2.5 *Ct *TuNu)^2)) Vc = 26.43 kips E.) Stirrups required for vertical shear. Vs = Vu /phi -Vc= 21.81 kips Vs must be Tess than 8 *Square root of F'c *b *d = 153.36 kips Av /s= Vs /Fy *d= 0.0208 Sq in. /in or in terms of At/s = Av /2s = 0.010385 Sq in. /in Avmin /s= 50 *x/Fy= 0.0167 Sq in /in CONTROLS or in terms of At/s = Av /2s = 0.008333 Sq in. /in E) Stirrups required for torsion. Ts =Tu /phi -Tc = 209.57 kip -in At/s= Ts /(Alpha(t) *x1 *y1 *Fy) = 0.0128 Sq in. /in G.) Combine shear and torsion steel. At/s = At/s(shear) +At/s(torsion) = 0.0231 Sq in. /in H.) Spacing of stirrups. o Area of stirrup bar = 0.11 Sq in. Spacing = s = Smax = 4.75 in 8.31 in Minimum Steel: Av +(2 *At/) >= 50bws /fy Av +(2 *At)= 0.3300 50bws /fy = 0.0792 o.k. I.) Longitudinal Steel for torsion. Al = The greater of AI =2 *At *(x1 +y1)Is = 1.54 Sq. in Al =(( 400* x* s/ Fy) *(Tu /(Tu +Vu /3Ct))- 2At)) *((x1 +y1) /s) = 1) Combine Flexure and Torsional Steel. Divide Al into three equal parts at top,mid and bottom AI /3 = 0.51 Sq. in Total Longitudinal steel required in tension zone = Al + As AI /3 + As = 2.99 Sq. in 0.93 Sq. in 4 < r C OF A-C:) T e. t- c o NODALCO •,. ENGINEERING 'ff INC • STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. 149285 250 BIRD ROAD, SUITE 104 CORAL GABLES. FLORIDA 33146 Ph. (305) 476 -5440 Fax. (305) 476 -8723 5 5 _ 2 � ' - 12-(0C /FT )1_ 15'- 9 - 75 # /rr 2o /ET S Lo.-5 - LL S -4 D (_ - 2--o - Z ,� ice _ I � 144 Pp�t,1� :�xSx�s L 3,7 K- I^a &_( )J-r- - 8x 16x + ?5 1c 1 ?S F 6(L. Otz )0FS = 12 ' 1130Z / "28 sF c) P T 46 . 5 ! X 12/. -RA-O. 2- (,o - /ter �/Z : ll,o4-o* G to D SPo as~ a - 4 L72 f! S F • a' i 017r#4411\ ft ?. 1 § w Y: ts•''c T :i { j� •l t x :ey''.' }• �" • 5` ' i'a JO & ° . k ;( �.'f ms's ,k: ; . �v �t• CALCULATED BY, CICCKED SY. SCALE: )4cr /-F 1Q 16 /T- o DAT(. DATE 2- 4-7c-?')(a. f (?,5) + 2217, S) 126 - 7L -4- 22� 7. ' •r "Nr OD LCO ENGINEER' fyr :10 t ' STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. ¢49285 250 BIRD ROAD. SUITE 104' CORAL GABLES. FLORIDA 33146 Ph. (305) 476 -5440 Fez. (305) 476 -8723 T4 40 a,-►T. /4/v.4 2" Vi c o fs t ^Je.4 2_ r e,, to t b 4j 4" f j w / .- 6 r4-4-0 • (N� • ' `'"y74///. ' }��f `�i..a' �..Y:l w <S ,•:e �11�Y• !1 . siar Nos o• CALCULATE° BYE DATE+ OtCKE0 BY. DATE, SCALE: • • • • 0 CO --ENGINEER NEI STRUCTURAL ENGINEERS CARLOS A. NODAL - P.E. f49285 250 BIRD ROAD. SUITE 104 CORAL CABLES. FLORIDA 33148 Ph. (305) 476-5440 Fax. (305) 476-8723 0 - e s c ru_ A.,+s- DF 14,0 c, e TA-t-t (A1 -F -2 4--) Tx_ - A -2. 75 (o0 rn tb --- - ' G.6G c \ I t„ 517- S - CALCULATED BY CHECKED EY. DATE SCk.C: 79 :i/ SSO FS c Ze,c)cn ci Dkj _P,C>,neT W4-Lc, 13 / 11 " C=-( et-Z cc_ TR s LiElq DATE( • i lt4.40- • - • ODAI:COENGINEERING:' • • ' " STRUCTURAL ENGINEERS CARLOS A. NODAL — P.E. 149285 250 BIRO ROAD. SUITE 104' CORAL GABLES. FLORIDA 33146 Ph. (305) 476-5440 Fax. (305) 476-8723 G A /LA S /.3 5( LoACDS 3 - (0' v- Cops.•= Rzz ec of/6 Zcrs - r7 x_ - 75 rs (4,43smwompv 4 Star NOS ‘." Cr cALCULATEO BY. BATE: CbECKE 0 BY. Mitt SCALE: 2-v\ ( 5 5 2.5 2.8 7 4. 2 6Z/ 1i 1' Ze04 ° k 4frif ‘?4- 12.'s - e-Ep (Ai; 4 NODALCO : ENGINEERING; INC. STRUCTURAL ENGINEERS CARLOS A. NODAL -: P.E. #49285 4582 N. HIATUS ROAD; SUNRISE; FL. 33351 Ph. (954) 741 -2572 Fax. (954) 741 -8835 l 5;qt4 GlneV c Y �a d co iy Rail, f t�es'� c �de; sr aG (a3os".7) `<de c7y DeS-» ?a V4 tmety5 J 1)5o lbS /t eee ),e-1 a To o f Foci" 5oxy =aoD ,) a o o 1s a c -I @ a lAy ?D; ii ff tf Po s7 Lo o'd = ao , Coy, c is w 141 1 1 -4 1 C Y jer iC, .t10 fb_S 7 .1sT sect 2v, OPr�,P S X F6= 0, 361(S; = 0q1.‘K5 aekcil resSe 1-17, 2�W'.c llj M - aoox -i 4Q i "ic 8.yk.' l V /1e _ �•V��� - IS ks' 21.60 o . spa 7 ke- P.X?.x` % ^f /3`o Sleet ?o Mee, Q&equ∎Yeunft - 1 - 5 , SHEET Ho.: : - CALCUTATED BY: DATE _% ^: / `':'• CHECKED BY: DATE: SCALE: /Vl La :snuff a "x a "xys" A3b STEEL t u be. 6 yr D.C. NOTE; rill 4 M i'�i;�$ 0/0446-4 r t4/6 Lt)/ Nok -stivA4 k IV. N -Me. Me. t /�c D sT C c, C4 le Cl 4 /8 - 0-C.; _r, PPS uviurtecOv! «f!- �f;;_ (C I i C W9 ''' Seq/ 5: ft C C CAS 3 _ 1,21 D. sS2 ► a S S Q� C o 'i _ HVAC DESIGN REQUIRES: DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL YES NO 4901.4(c)(Cont) When the proposed work serves an occupant content of 100 or more persons, or has r total mechanical value of $25,000 or more or when the mechanical system(s) per capacity of more than 15 tons or for any structure greater than 5,000 square feet in area designed for public assembly, the p lans in the State rof prepared by, and bear the impress seal of a Professional Engineer, registered the estimated cost exceeds $5,000 for medical gas, oxygen, steam, vacuum, toxic air filtration, or chemical fire protection systems the plans and specifications shall be prepared by and bear the impress seal of a Professional Engineer, registered in the State of Florida, who is competent in this field of expertise. All plans shall be prepared and submitted per the South Florida Building Code, Appendix "A ". The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. (d) PRECONT designer EXAMINATION Ch OF Chief I Inspector Preliminary a contract may be submitted by the d g for the proposed work is entered into by the owner. (e) EXAMINATION OF PLANS: The Chief Mechanical Inspector or Mechanical Plans Examiner shall examine all plans and applications for permits. If the application or plans do not conform to the requirement of all pertinent laws or regulations, the Chief Mechanical Inspector shall reject such application in writing, stating the reasons therefore. Plans that are rejected, as stated herein above, shall be returned for correction. Inked notations on mechanically reproduced plans may be accepted only for minor corrections. If the application, plans and specifications, upon examination, are found to comply with the requirements of the Mechanical Code, the plans shall be signed and marked as approved. (f) PERMIT FEES : Shall be in accordance with section 303 of this Code. 4901.5 INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit is issued. determine the mandatory inspection schedule based upon the complexity of the Supplement no 3 49 -2 -2 ////3/ co continue the permitting process. Zaip„) SItaTiva BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT contractor /owner, picked up 2 sets of plans for (address) d 7 f ' 72 ' from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to / 7 / fr ?}07i 00 c Al" fiA, ic%(15) FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ROLPH FAMILY RESIDENCE Address: 453 NE 92ND STREET City, State: MIAMI SHORES, FL 33138 - Owner: Climate Zone: South 1. New constniction or existing 2. Single family or multi-family 3. Number of units. if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (fl 7. Glass arca & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint /othcr SC /SHGC - double pane 8. Floor types a. Raised Wood. Adjacent b. Raised Concrete c. N/A 9. Wall types a. Concrete. Int Insul. Exterior b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic b. Concrete Deck Roof - Exposed c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Interior Glass /Floor Area: 0.19 Addition Single family - 1 3 No 2920 11 R= 0.0.1345.Of' R =I9.0. 300.011 - R =0.0. 2480.0 ft' R =30.0. 1527.0 ft' R =19.0. 206.0 fl - Sup. R =6.0. 100.0 ft Sup. R =6.0. 100.11 f1 I hereby certify that the plans and specifications covered by this calculation are in ' mpliance with the Florida Energy Code. PREPARED BY: DATE: 7.26 -ere. I hereby certify that this building, as designed, is in compliance with the Florid di Cod 0.0 IF -_ 0.1)fl2 544.0 ft' 0.0 ft' - OWNER /ApEN DATE: > 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A Total as -built points: 40344.00 Total base points: 40647.00 Builder: Permitting Office: MIAMI SI/ORES Permit Number: 7 70 Jurisdiction Number: 232600 c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Cciling fan, CV -Cross ventilation, HF -Whole house fan. PT- Programmable Thermostat, RB -Attic radiant barricr, MZ- C- Mullizone cooling. MZ- H- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 36.0 kBt /hr - SEER: 12.00 Cap: 33.0 kBtu/hr - COP: 1.00 - Cap: 26.0 kBtu/hr - COP: 1.00 9 47- zio» Cap: 50.0 gallons - EF: 0.86 HRU -AC PT -C. PT -H - FORM 600A -97 Project Name: Address: City, State: Owner: Climate Zone: South FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A ROLPH FAMILY RESIDENCE Builder: 453 NE 92ND STREET Permitting Office: MIAMI SHORES, FL 33138- Permit Number: Jurisdiction Number: 232600 1. New constriction or existing 2. Single family or multi - family 3. Number of units. if multi - family 4. Number of Bedrooms 5. Is this a worst case'? 6. Conditioned floor area (11 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint /other SC /SHGC - double pane 8. Floor types a. Raised Wood. Adjacent b. Raised Concrctc c. N/A 9. Wall types a. Concrete. Int Instil. Exterior R =0.0. 2480.0 tie b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic b. Concrete Deck Roof - Exposed c. N/A 11. Ducts - a. Sup: Unc. Rct: Unc. AH: Interior Sup. R =6.0, 100.0 0 - b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0. 100.0 0 Glass /Floor Area: 0.19 1 hereby certify that the plans and specifications covered by this calculation are in ,•J' pli ce with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida •y Code. OWNER/AGEN l a4�'//J /O'�' DATE: 1/- Addition Single family 1 3 No 2920 ft 0.0 112 0.0 ft -_ 544.0 tie - 0.0 11 R =0.0. 1345.0fte R= 19.0.300.011 - R =30.0. 1527.0 ft" R =19.0, 206.0 R - Total as -built points: 40344.00 Total base points: 40647.00 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation. HF -Whole house fan, PT- Programmable Thermostat. RB -Attic radiant barrier, MZ- C- Multizone cooling. MZ- H- Multizone heating) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: MIAMI SHORES Cap: 42.0 kBtu/hr SEER: 12.00 - Cap: 36.0 kBtufhr - SEER: 12.00 Cap: 33.0 kBtn/hr - COP: 1.00 - Cap: 26.0 kBtu/br - COP: 1.00 Cap: 50.0 gallons - EF: 0.86 - HRU -AC PT -C. PT -H - FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 2920.0 53.20 27963.3 Single, Tint N 0.0 0.0 50.0 27.68 1.00 1383.9 Single, Tint S 0.0 0.0 68.0 52.00 1.00 3535.9 Single, Tint E 0.0 0.0 64.0 61.31 1.00 3923.9 Single, Tint W 0.0 0.0 68.0 54.85 1.00 3730.0 Single, Tint NE 0.0 0.0 54.0 42.92 1.00 2317.9 Single, Tint N 1.0 5.0 19.0 27.68 0.96 506.1 Single, Tint E 1.0 5.0 71.0 61.31 0.95 4138.9 Single, Tint E 10.0 5.0 27.0 61.31 0.40 662.9 Single, Tint S 10.0 5.0 27.0 52.00 0.45 628.5 Single, Tint S 1.0 5.0 32.0 52.00 0.92 1538.6 Single, Tint W 10.0 5.0 52.0 54.85 0.44 1258.4 Single, Tint W 1.0 5.0 12.0 54.85 0.95 626.2 As -Built Total: 544.0 24251.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 0.0 2480.0 4.20 10416.0 Exterior 2480.0 2.70 6696.0 Base Total: 2480.0 6696.0 As -Built Total: 2480.0 10416.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 42.0 6.40 268.8 Exterior 42.0 6.40 268.8 Base Total: 42.0 268.8 As -Built Total: 42.0 268.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Under Attic 1686.0 0.80 1348.8 Under Attic 30.0 1527.0 0.80 1221.6 Concrete Deck Roof - Exposed 19.0 206.0 2.08 428.8 Base Total: 1686.0 1348.8 As -Built Total: 1733.0 1650.4 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 0.0 1345.0 3.40 4573.0 Raised 1645.0 -2.16 - 3553.2 Raised Concrete 19.0 300.0 -0.50 -150.0 Base Total: - 3553.2 As -Built Total: 4423.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2920.0 18.79 54866.8 2920.0 18.79 54866.8 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: i BASE AS -BUILT Summer Base Points: 87590.5 Summer As -Built Points: 95876.2 Total Summer X System = Points Multiplier Cooling Points Total X Component Cap X Duct X System X Credit = Cooling Ratio Multiplier Multiplier Multiplier Points 87590.5 0.3560 31182.2 95876.2 95876.2 95876.2 0.538 0.970 0.284 0.950 13518.5 0.462 0.970 0.284 0.950 11587.3 1.00 0.970 0.284 0.950 25105.8 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: i BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 2920.0 2.02 1064.0 Single, Tint N 0.0 0.0 50.0 4.98 1.00 249.0 Single, Tint S 0.0 0.0 68.0 3.80 1.00 258.6 Single, Tint E 0.0 0.0 64.0 3.99 1.00 255.6 Single, Tint W 0.0 0.0 68.0 4.60 1.00 312.7 Single, Tint NE 0.0 0.0 54.0 4.81 1.00 259.5 Single, Tint N 1.0 5.0 19.0 4.98 0.99 94.1 Single, Tint E 1.0 5.0 71.0 3.99 1.02 288.2 Single, Tint E 10.0 5.0 27.0 3.99 1.23 132.2 Single, Tint S 10.0 5.0 27.0 3.80 1.43 146.9 Single, Tint S 1.0 5.0 32.0 3.80 1.01 122.5 Single, Tint W 10.0 5.0 52.0 4.60 1.03 246.8 Single, Tint W 1.0 5.0 12.0 4.60 1.00 55.1 As -Built Total: 544.0 2421.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Int Insul, Exterior 0.0 2480.0 1.90 4712.0 Exterior 2480.0 0.60 1488.0 Base Total: 2480.0 1488.0 As -Built Total: 2480.0 4712.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 42.0 1.80 75.6 Exterior 42.0 1.80 75.6 Base Total: 42.0 75.6 As -Built Total: 42.0 75.6 ' CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1686.0 0.10 168.6 Under Attic 30.0 1527.0 0.10 152.7 Concrete Deck Roof - Exposed 19.0 206.0 0.03 7.1 Base Total: 1686.0 168.6 As -Buitt Total: 1733.0 159.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Adjacent 0.0 1345.0 1.70 2286.5 Raised 1645.0 -0.28 -460.6 Raised Concrete 19.0 300.0 0.00 0.0 Base Total: -460.6 As -Built Total: 2286.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2920.0 -0.06 -175.2 2920.0 -0.06 -175.2 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT Winter Base Points: 2160.4 Winter As -Built Points: 9479.8 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Credit = Multiplier Multiplier Multiplier Heating Points 2160.4 1.0900 2354.9 9479.8 9479.8 9479.8 0.559 0.441 1.00 1.014 1.000 0.950 1.014 1.000 0.950 1.014 1.000 0.950 5106.1 4023.0 9129.2 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT I WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2370.00 AS -BUILT 50.0 0.86 As -Built Total: 3 1.00 2424.09 0.84 6108.7 6108.7 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 31182.2 2354.9 7110.0 40647.1 25105.8 9129.2 6108.7 40343.7 BASE AS -BUILT I WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2370.00 7110.0 50.0 0.86 As -Built Total: 3 1.00 2424.09 0.84 6108.7 6108.7 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details L ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: PASS COMPONENTS SECTION I REQUIREMENTS — CHECK Water Heaters 612.1 ; Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit I breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. ✓ Swimming Pools & Spas 612.1 � Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal t efficiency of 78 %. a 'A Shower heads 612.1 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. I Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 t Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 , Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details L ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi-story Houses Additional Infiltration reqts SECTION , REQUIREMENTS FOR EACH PRACTICE 606.1.ABC.1.1 - Maximum _3 cfm /sq,ft. window area; .5 cfm /sq.ft. door area. 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate__ 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter at penetrations and seams. 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. CHECK t/ ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.5 The higher the score, the more efficient the home. I. New construction or existing Addition 2. Single family or multi - family Single family 3. Number of units. if multi - family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor arca (P 2920 ft , 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- 12. Cooling systems a. Ccntril Unit b. Central Unit c. N/A 7. Glass arca Bt type a. Clear - single pane 0.0 0 _ 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Strip Cap: 33.0 kBtu/hr _ c. Tint/othcr SC /SHGC - single pant 544.0 ft _ COP: 1.00 _ d. Tint/other SC /SHGC - double pane 0.0 R b. Electric Strip Cap: 26.0 kBtu/hr _ 8. Floor gpcs _ COP: 1.00 _ a. Raised Wood. Adjacent R =0.0. 1345.00 _ c. N/A b. Raised Concrete R =19.0. 300.00 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete. Int Insul, Exterior R =0.0. 2480.0 ft _ EF: 0.86 _ b. N/A _ b. N/A _ c. N/A d. N/A c. Conservation credits HRU -AC _ c. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0. 1527.0 9 _ 15. HVAC credits PT -C, PT -H _ b. Concrete Deck Roof - Exposed R= 19.0. 206.0 9 _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF-Wholc house fan. 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0. 100.0 ft _ RB -Attic radiant barrier. b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0. 100.0 It MZ- C- Multizonc cooling. MZ- H- Multizonc heating) I certify that this home has complied with the Horida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr SEER: 12.00 *NOTE: 77te home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your hone may qualify for energy efficiency mortgage (EMI) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407 /638 -1492 or see the Energy Gauge web site at wwis' fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs al 850/487- 1824. e ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.5 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi - family 3. Number of units. if multi-family 4. Number of Bedrooms 5. Is this a worst casc? 6. Conditioned floor arca (IV) 7. Glass arca & type a Clear - single pane b. Clear - double pane c. Tint/other SC /SHGC - single pane d. Tint/other SC /SHGC - double pane 8. boor types a Raised Wood. Adjacent b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =0.0, 2480.0 fl' b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Concrete Deck Roof - Exposed c. N/A 11. Ducts _ a. Sup: Unc. Rct: Unc. AH: Interior Sup. R =6.0. 100.0 fl _ b. Sup: Unc. Rct: Unc. AH: Interior Sup. R =6.0, 100.(10 , 453 NE 92ND STREET, MIAMI SHORES, FL, 33138- Addition Single family 3 No 2920 fl' 0.0 fl' _ 0.0 ft 544.0 fl' 0.0 fl' R=0.0. 1345.00 _ R =19.0, 300.011 _ R =30.0, 1527.0 fl' -_ R-19.0, 206.0 IF 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV-Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, RB -Attic radiant barrier, 114Z- C- Multizone cooling, MZ- H- Multizonc heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 33.0 kBtu/hr _ COP: 1.00 _ Cap: 26.0 kBtu/hr _ COP: 1.00 Cap: 50.0 gallons _ EF: 0.86 HRU -AC PT -C. PT -H *NOTE: The hones estimated energy performance score is only mailable through the FLA/ RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Enemy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at wtrw.fvec. ucf edu for information and a list of certified Raters. For in formation about Florida's Energy Efficiency Code For Building Construction, contact the Department c f Community Affairs at 850 /487 -1824. ' A /c, LOAD CALc SYSTEM SIZING SUMMARY System Name : ROLI'I -I RES 1ST FL, 07 -24 -00 Location : Miami, Florida Block Load v2.03 Prepared By : Page 1 of 2 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. SIZING DATA Total coil load = Sensible coil load = Total zone sensible= Supply temperature = Supply air (actual)= Supply air (std) _ Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person TABLE 2. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total zone load = Ventilation airflow= TABLE 3. INPUT DATA -- WEATHER City State Data Source Latitude Elevation Miami = Florida = ASHRAE 1% = 25.8 deg. 7.0 ft TABLE 4. INPUT DATA -- HVAC SYSTEM SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration : Draw -Thru Static Pressure : 1.50 in. Zone Name: ROLPH RES 1ST FL -- COOLING 31,697 BTU /hr 29,464 BTU /hr 27,277 BTU /hr 57.0 F 1,404 CFM 1,403 CFM 40 CFM 0 CFM 0 BTU /hr 1,345 = 0.376 0.03 10.00 30,021 BTU /hr 1,339 BTU /hr 28,683 BTU /hr 40 CFM System Type : Clg & Electric Htg System Start 000 Duration 24 hrs 57.0 F 10.00 CFM /person 0 CFM Load occurs July 1700 Outdoor Db /Wb = 89.5/ 76.6 F Coil Conditions: Entering Db /Wb = 75.4/ 63.1 F Leaving Db /Wb = 56.0/ 55.4 F Apparatus dewpoint= 54.9 F Bypass factor = 0.050 Resulting zone RH = 50.4 % Total coil load = Sensible coil load = SQFT /Ton = Cooling BTU /hr /sqft = Cooling CFM /sqft Heating BTU /hr /sqft = Heating CFM/sqft _ Floor area (sqft) _ Overall U -value = Vent air CFM /sqft = Vent air CFM /person = 2.64 Ton 2.46 Ton 509.19 23.57 1.04 Summer dry -bulb = 91.0 F Coincident wet -bulb= 77.0 F Daily Range = 15.0 F Winter dry -bulb = 44.0 F Atmos. Clear. Num. = 0.90 22.32 0.00 1,345 0.376 0.03 10.00 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 75.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 2 % Safety (Latent) : 0 % Heating Safety 0 % RETURN AIR PLENUM : N SYSTEM SIZING SUMMARY . System Name : ROLPH RES 1ST FL 07 -24 -00 Location : Miami, Florida Block Load v2.03 Prepared By : Page 2 of 2 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July /1700 2) Aug /1700 3) July /1600 4) June /1700 5) Aug /1600 Sensible Total Ton Ton 2.46 2.43 2.42 2.40 2.40 TABLE 6. ZONE SIZING DATA Zone Name ROLPH RES 1ST FL 2.64 2.62 2.61 2.59 2.58 Maximum Design Cooling Airflow Sensible Rate (BTU /hr) (CFM) 27,277 Time 6) July /1800 7) June /1600 8) July /1500 9) June /1800 10) Aug /1500 Design Time 1,404 @July 1700 Sensible Ton 2.38 2.37 2.37 2.34 2.34 Maximum Heating Load (W) 8,406 Total Ton 2.57 2.56 2.55 2.53 2.53 Design Flow Rate (CFM) SYS'f I ?M SIZING SI IMMARY System Name : ROLPII RI S 2ND FL Location : Miami, Florida Prepared By : ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. SIZING DATA Total coil load = Sensible coil load = Total zone sensible= Supply temperature = Supply air (actual)= Supply air (std) _ Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person TABLE 2. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total zone load = Ventilation airflow= TABLE 3. INPUT DATA -- WEATHER City State Data Source Latitude Elevation = Miami = Florida = ASHRAE 1% = 25.8 deg. = 7.0 ft TABLE 4. INPUT DATA -- HVAC SYSTEM System Type : Clg & Electric Htg System Start 000 Duration 24 hrs SIZING SPECIFICATIONS Supply Ventilation Exhaust -- COOLING 25,247 BTU /hr 23,021 BTU /hr 21,183 BTU/hr 57.0 F 1.090 CFM 1,090 CFM 40 CFM 0 CFM 0 BTU /hr = 1,440 0.197 0.03 = 10.00 24,368 BTU /hr 1,339 BTU /hr 23,030 BTU /hr 40 CFM 57.0 F 10.00 CFM /person 0 CFM FAN Configuration : Draw -Thru Static Pressure : 1.50 in. Zone .Name: ROLPH RES 2ND FL Load occurs' C July 1700 Outdoor Db /Wb = 89.5/ 76.6 F Coil. Cond i t irons : Entering DID /Wb = 75.5/ 63.3 F Leaving Db /Wh = 56.0/ 55.4 F Apparatus dewpoint= 54.9 F Bypass factor = 0.050 Resulting zone RH = 50.6 % Total coil load = 2.10 Ton Sensible coil load = 1.92 Ton SQFT /Ton = 684.43 Cooling BTU /hr /sqft = 17.53 Cooling CFM /sqft = 0,76 Heating BTU /hr /sqft = Heating CFM /sqft = Floor area (sqft) _ Overall U -value Vent air CFM /sqft = Vent air CFM /person = 07 -24 -00 Block Load v2,03 Page 1 of 2 Summer dry -bulb = 91.0 F Coincident'wet -bulb= 77.0 F Daily Range = 15.0 F Winter dry -bulb = 44.0 F Atmos. Clear. Num. = 0.90 16.92 0.00 1,440 0.197 0.03 10.00 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 75.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 5 % Safety (Latent) : 0 % Heating Safety 0 % RETURN AIR PLENUM : N SYSTEM SIZING SUMMARY System Name : ROLPH RES 2ND FL 07 -24 -00 Location : Miami, Florida Block Load v2.03 Prepared By : Page 2 of 2 ****************************************** ** * ** * * *** *** ****** * * *** ** ** *** TABLE 5. TOP TEN COOLING COIL LOADS Time 1) July /1700 2) Aug /1700 3) July /1800 4) Aug /1600 5.) July /1600 TABLE 6. ZONE SIZING DATA Zone Name ROLPH RES 2ND FL Sensible Ton 1.92 1.91 1.90 1.88 1.88 Total Ton 2.10 2.10 2.09 2.07 2.07 Maximum Design Cooling Airflow Sensible Rate (BTU /hr) (CFM) Time 6) Aug /1800 7) June /1700 8) June /1800 9) July /1900 10) Sept /1700 Design ;. Time ; 21,183 1,090 @July 1700 1 Sensible Ton 1.88 1.87 1.86 1.86 1.86 Maximum Heating Load (W) 6,749 Total Ton 2.06 2.06 2.05 2.04 2.04 Design Flow Rate (CFM) STAT OF FLORIDA DEPARTMENT OF STATE Urvisi0n of Archives, History and Records Management DS- HSP -3AAA Rev. 3 -79 Site No. Site Name 830= = Survey Date 8505 820= = Address of Site: 453 NE 92 St., t4iami Shores, Fl 33138 905= = Instruction for locating on N side of ..JE 92 St. bPtwPen NE 4 Ave. 8 13— — NE 5 Ave. Location: Miami Shores Sec. 2 Amd. 50 E 1/2 18, all 19 &20 868= = subdivision name block no. lot no. County Dade 808= = • Owner of Site: Name: Gonzalez, Jacinto G. Address 453 NE 92 St. , Miami Shores, F1 33138 902— = Type of Ownership private , 848= = Recording Date 832= = Recorder: Name & Title: 1, k, Mar ty Address: 818 = = Condition of Site: Integrity of Site: Original Use private resid.838= = Check One Check One or More present Use private res id ,850 = = ❑ Excellent 863= = N altered, 858= = Dates: Beginning 4- 1932 844 = = ❑ Good 863= = ❑ Unaltered 858= = Culture /Phase American 840 = = (M Fair 863= = 6 Original Site 858= = Period2Oth Century 845 = = ❑ Deteriorated 863 = = ❑ Restored ( ) (Date: )( 1858 = = ❑ Moved ( ) (Date: )( t 858 = = NR Classification Category. Building 916= = Threats to Site: none Check One or More ❑ Zoning ( )( ❑ Development ( .)( ❑ Deterioration ( )( ❑ Borrowing ( )( El Other (See Remarks Below): Areas of Significance: FLORIDA MASTER SITE FILE Site Inventory Form )( )A18= = ❑ Transportation ( )( )( )878= = ❑ Fill( )( )( ) 878 = = ❑ Dredge( )( )( )878= = FDAHRM 802= = 1009= = )( ) 878 = = )( ) 878 = = )( ) 878 = = 878 = = • Architecture 910= _ Significance: Structure is a good example of contemporary masonry vernacular architecture of its period adapted to blend with its Mediterranean Revival neighbors. Noteworthy details include its irregular massing and cast masonry detailing. 911 == Township Range Section 812 = = 53S 42E 6 ARCHITECT --- 872 = = BUILDER 874= = STYLE AND /OR PERIOD Masonry Vernacular 964 = = PLAN TYPE irregular; irregular 966= = EXTERIOR FABRIC(S) smooth textured stucco 854 = = STRUCTURAL SYSTEM(S) concrete block _ 856= = PORCHES SW -open entry porch,wrought iron security grills,S access 942 = = FOUNDATION: concrete block 942= = ROOF TYPE: • hip 942 = = SECONDARY ROOF STRUCTURE(S): porch, shed, barrel tile 942 = = CHIMNEY LOCATION: end, rear, center 942 = = WINDOW TYPE: 6/6 alum, awning 942 = = CHIMNEY: CBS 882= = ROOF SURFACING: flat tile 882 = = ORNAMENT EXTERIOR: cast masonry 882 = = NO. OF CHIMNEYS 1 952 = = NO. OF STORIES 2 950 = = NO. OF DORMERS none 954 - = Map Reference (incl. scale & date) Miami Shores Village Plat 1980 Latitude and Longitude: O Site Size (Approx. Acreage of Property): LT1 LOCATION SKETCH OR MAP N ku Contact Print N. 6. 93 '" d .cr 45$ e 9 L T ' 0 UTM Coordinates: Tone — �sI ng T Northing Photographic Records Numbers 85N104HG28/85N104HG29 860= = 809 = = 800 = = 833 = = 890 = = STATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History andRecords Management .DS-HSP -3E 9 -74 Physical Description CONTINUATION SHEET Structure is Masonry Vernacular with Mdditerranean Revival influence. The open entry porch SW has wrought iron grillwork on two open sides. 1st story windows have flat molded masonry trim. Beltcourse applied on front (S) facade. Site No, Site Name 453 NE 92nd Street Ljjjami Shores, FT, us Es . " I mm :m III Q /7 N e® ®amqeo ea r mmmm®mmdmmmmm1111 mewls 9 7 Duo , ,Imum OM din aR PQ©©a MIME N W. dmmmmvamm 1II Gdm1 '',, 1 - qq 0 3 • 57 Earring ° � -- 0 7SI :tea m_ al No m 11111111 0324;1111031 S T a 0 0 11;111 N 11111vail N. = OPEN 1151 �1 a31z 1mmv ��dmt EP • • 1 9 7' 9T. 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MIAMI SHORES Et f4rE7WARY CHOOZ 21 1j1111' voto cor 0 ; NE " sum 21 j112P, 1111 11W 2 1 54ore.Es, FL i 640 Inspection Number: INSP•10692 Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Pty Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Passed ;1 vcil Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i 640 Inspection Number: INSP•10692 Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Pty Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Inspection Number: INSP -9 Inspection Date: 02/13/2006 Inspector: Grande, Claudio Owner: Project: <NONE> ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Friday, February 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Passed Inspector Comments S _ 6 cc l it...) 1 iJ5 -eCi i d Z------ Failed Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -9 Inspection Date: 02/13/2006 Inspector: Grande, Claudio Owner: Project: <NONE> ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Friday, February 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Insulation Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Ny nspector Passed 61 6 Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP.- Inspection Date: 02/0912006 Inspector: Grande, Claudio Project: <NONE> Building Deaartment Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon -; (305)795 -2204 Fax: (305)756 -8972 Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Contractor: ATRIUM CONSTRUCTION GROUP Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Inspection Date: 02/07/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, February 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Window and Door Buck Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 2 Passed Inspector Comments I ,,,,,,,L.,...) Ais. / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/07/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, February 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Window and Door Buck Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) �—(.n-i f/ e Owner's Address 4 ' 3 NE Q2 Cit /l ytc Shows State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T Electrical NO -45 3 Ale 92' County Miami -Dade O Contractor's Company Name Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ 1 - (Continued on opposite side) /pA ****************************F ) 756.8972 Permit No. 4? 4 ( `V4u Master Permit No.(99 / 40 Plumbing Mechanical Roofing Phone # Zip �� l Phone # Qualifier e_ { State Certificate or Registration No. Certificate of Competency No. Zip 3 3/ 3c( y ou ' Phone # (i9 9 /O0 a Contractor's Address / A) 5 c 0 2 City i0 ( 0-4 State - L Zip 33 1 Phone # Square Footage Of Work: Type of Work: ['Addition ❑Alteration w I� ,,7 ❑ ❑ R air place ❑Demolition Describe Work: Ink Y t C%( L.� it I C'Y C.,44.44)&7672._ "J2 206/3"l, * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ V Technology Fee $ Scanning $10CMD Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ CCF $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a 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 a roved and a reinspection ee will be charged Signature G �c /�� / Signature Owner or Agent The foregoing instrument was acknowledged before this g day of , J r4 Kt , 2(� b �U CAS PH who is personally known to me or who has produced who is personally known to me or who has produced ID As identifi tion and who did take an oath. chc 05/13/03 NOTA ' 'UBLIC: Sign: Print: My Commi sion Expires: * * * * * * * ** ******************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *****************#**##***** * * * * * * * * * * * * * * * * * * # * * # * * * * # * * *# 4.01.##****** ****** r * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowledged before me this day of , 20 by as identification and who did take an oath. L/C -STATE NOTARY PUBLIC: FLORIDA Sign: andez 476455 Pr ER Atlanti Bonding 7Co 009 My Commission Expires: Plans Examiner Engineer Zoning Issue Date: 1/1312006 Expires: 12/22/2006 Owner's Name: RODNEY & FRANCES ROLPH Permit Type: Imported Permit Work Classification: Addition /Alteration Job Address: 453 92 Street NE Contractor(s) Phone ATRIUM CONSTRUCTION GROUP Primary Contractor Yes Comments: SUBMIT PLANS FOR ADDITION AND ALTERATIONS OF RESIDENCE. (NEW MASTER BEDROOM AND BATHROOM) Additional Information Perm Type: Building Alpha Two: ADDITION Alpha Four: ADDITION AND INTERIOR REI Alpha Five: RESIDENTIAL Alpha Six: SINGLE FAM Pay Date: 8/5/2005 Pay Amount: 85 Pay Comments: PD BY CREDIT CARD Bond Return In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Revision Fee Scanning Fee Total: Amount $75.00 $60.00 $135.00 Miami Shores Village, FL Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Invoice Number imp -1 -06 -23451 Total: 1JAN 3 0 PAID �.c . Parcel #: Block: Section: Re • uired Ins ' ections Slab Slab NEW CONSTRUCTION NEW CONSTRUCTION Deck Tie Beam Bond Beam Truss Insp Roof Sheathing Roofing Permit Status: APPROVED Permit Number: BP2004 -1640 one: (305)762 -6756 1132060140260 Lot: PB: Total Square Feet: 0 Total Valuation: $ 100,000.00 Amt Due Amt Paid $135.00 AgEr �) NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1640 Printed: 6/3/2005 Applicant: FRANCES ROLPH Owner: ROLPH FRANCES JOB ADDRESS: 453 NE 92 ST Contractor ATRIUM CONSTRUCTION GROUP Contractor's Address: 15249 SW 109 ST Local Phone: Parcel # 1132060140260 Page 1 of 2 Legal Description: 6 53 41 MIAMI SHORES SEC 2 PB 10 -37 E1/2 LOT 18 ALL LOTS 19 & 20 Fees: Description Amount FEE2004 -12665 Submittal Fee ($250.00) FEE2005 -84 Structural Fee. $50.00 FEE2005 -4375 Structural Fee $50.00 FEE2005 -4376 Structural Fqe $50.00'. FEE2005 -7259 Structural Fee $50.00 FEE2005 -7260 Building Fee $3,000.00 FEE2005 -7261 CCF $60.00 FEE2005 -7262 Notary Fee $5.00/ FEE2005 -7263 Training and Education Fee $20.00 / FEE2005 -7264 Technology Fee $75.00 FEE2005 -7265 Zoning Review $40.001 Total Fees: $3,150.00 Total Feeda3,150.00 Total Receipts: $0.00 p Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1 Permit Status: APPROVED Permit Expiration: 6/13/2005 Construction Value$100,000.00 Work: SUBMIT PLANS FOR ADDITION AND ALTERATIONS OF RESIDENCE. (NEW MASTER BEDROOM AND BATHROOM) Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Owner's Address City / il h9/l l 31711 Tenant/Lessee Name Job Ad City s r" ess (where the work is being done) N -- Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address State Certificate or Registration No. Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State FA: Permit No. JUL 81b P L aster Permit No. &.2 4/ -1 / ( -/0 Permit Type (circle): Building Electric . Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) D �}�Pr rtt u ,l4' 9 ,Phone # N 9 County Miami -Dade Zip S 2' / &- Phone # 7 S f Phone # Zip City State Zip Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Additio.n_.— ❑ i teration ENew El Repair /Replace 1:1 Demolition Describe Work: I It) D rria ' l� *********************lit**** Submittal Fee $ Permit Fee $ . 3 - f CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ COL Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv • and a reinspec f: e , Y1 be charged. ,i i /�.///1 Owner or Agen Contractor The foregoing instrument was ackno edged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: Signature chc 05/13/03 APPLICATION APPROVED BY: Signature My Commission Expires: ****************************************************************************** * * * * * * * * * * * * " * * * * * * * * * * * * * * * * ** � Z / . a, Plans Examiner ngineer Zoning Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1640 Printed: 8/5/2005 Applicant: FRANCES ROLPH Owner: ROLPH FRANCES JOB ADDRESS: 453 NE 92 ST Contractor ATRIUM CONSTRUCTION GROUP Contractor's Address: 15249 SW 109 ST Local Phone: Parcel # 1132060140260 Signed: (INSPECTOR) Page 1 of 2 AUG 05 PAID Legal Description: 6 53 41 MIAMI SHORES SEC 2 PB 10 -37 E1/2 LOT 18 ALL LOTS 19 & 20 Fees: Description Amount FEE2004 -12665 Submittal Fee ($250.00) FEE2005 -84 Structural Fee $50.00 FEE2005 -4375 Structural Fee $50.00 FEE2005 -4376 Structural Fee $50.00 FEE2005 -7259 Structural Fee $50.00 FEE2005 -7260 Building Fee $3,000.00 FEE2005 -7261 CCF $60.00 FEE2005 -7262 Notary Fee $5.00 FEE2005 -7263 Training and Education Fee $20.00 FEE2005 -7264 Technology Fee $75.00 FEE2005 -7265 Zoning Review $40.00 ;FEE2005 -10527 Structural Fee $50.00 FEE2005 -10701 Building Fee $35.00 Total Fee3,235.00 Total Receipt:$:3,150.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $3,235.00 Permit Status: APPROVED Permit Expiration: 1/8/2006 Construction Value$100,000.00 Work: SUBMIT PLANS FOR ADDITION AND ALTERATIONS OF RESIDENCE. (NEW MASTER BEDROOM AND BATHROOM) Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • j t ! , ..• • 2 p ; • g+- r • I— • r e At. • • 0 - , , • • ,.••■ , • . ; ;," 7 ,', • ,•• • f. t " • • 1 , I , r ' , e r r, • t■. CLA / 5 ofr 9 TO C., 04"cp . -'"M - A42.,z cv N.46 cdc‘u_ cs I g VoiSCA. e 1° L 1.-c-v-vos - r1;49;z5 • 5 iRceP4-te t 0 L" pr 9-0 • 5 7 t Q 11 rsf +0 tM to F=T: . Q1r. c-TUM CAL4.01A : Ko Lp ti Res pa ce 44 ettoo f•kmdsom 5 thitg.stfi, F. (A- r t ' 17 t c „ : f (;), 1 .7„ : ' • " ( <-' • "•-• • • _ ' t l � V c A • r : , : REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTEC];INICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS ADDITION TO RESIDENCE MIAMI SHORES, FLORIDA JULY 2000 Prepared for: MR. ROD ROLPH i MIAMI SHORES, FLORIDA WINGERTER LABORATORIES, INC. • 1820 NE 144th Street North Miami, Florida 33181 WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 No. 1 Mr. Rod Roiph 453 N.E. 92 " Street Miami Shores, Florida 33138 RE: Report of Subsurface Soil Exploration and Geotechnical Engineering Evaluation of Subsurface Conditions Addition to Residence 453 N.E. 92 " Street, Miami Shores, Florida WLI Order No. 1320 Dear Mr. Roiph: July 17, 2000 We are pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. These services were performed in general accordance with the scope of services outlined in our proposal dated July 10, 2000. This report presents our geotechnical engineering evaluation for the proposed construction together with the field data. The purpose of this exploration was to obtain specific subsurface data in order to determine the allowable soil bearing capacity together with the estimated settlements for the subject area. It is our understanding that the proposed project will consist of a new, one (1) and two (2) story additions to be constructed along the west and north sides of the existing residence located at the above referenced address. Two (2) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, were performed at the site on July 13, 2000 by Wingerter Laboratories, Inc. (WLI). • Please see Appendix A for our Report of Test Boring Numbers B -1 and B -2 for detailed description of the materials encountered and the depth intervals at which they were encountered. The test boring locations are shown in Appendix B of this report. The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test borings. 1820 N.E. 144th St. • P.O. BOX 611450 • North Miami, FL 33261 -1450 • (305) 944 -3401 • 1- 800 - 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764 -0472 • Dispatch Fax: (305) 949 -1328 STEEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate•# F -614 Mr. Rod Rolph Order No. 1320 Page 2 A review of the test boring logs indicates that the site of the proposed additions is generally mantled by approximately 6 inches of dark colored silty sands and roots (topsoil), underlain by loose to very loose, light to dark colored sands, extending to depths ranging from 7 to 8 feet. Beneath, a soft sandy limestone formation was encountered extending to a depth of 18 feet, underlain by loose to medium dense, light colored sands extending throughout the maximum explored depth of 20 feet below the existing land surface. The ground water level at the time of our investigation was encountered at a depth varying between 7 and 7.3 feet below existing grade. Variations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface run off, nearby construction activity or other site specific factors. Evaluation of the subsurface data obtained from the boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable for the planned construction. The soils conditions can provide adequate support for the proposed addition if founded upon shallow spread footings proportioned for a maximum allowable soil bearing capacity of 2,000 pounds per square foot. At this bearing pressure, the anticipated total settlements are expected to be less than 1 inch, with differential settlements approaching 1/4 inch across the area, provided that the following recommendations are adhered to. The area of the proposed addition shall be cleared and grubbed to remove all vegetation, topsoil and pavement. The cleared area shall be compacted to 95% minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill material required to raise the area to its final bottom of slab elevation shall be placed in 12- inch loose lifts, and each lift compacted to 95 % minimum relative compaction. Bottom of footings shall be placed at a minimum depth of 1.5 feet below final grade. However, new footings placed adjacent to existing footings should match the bottom elevation of the existing footings. Footings shall have a minimum width of 24 inches for square, rectangular footings and continuous footings. Soils at the bottom of footing excavations and beneath the slabs shall be compacted to 95% minimum relative compaction prior to placement of reinforcing steel or concrete. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More Hard - - Mr. Rod Rolph Order No. 1320 Page 3 In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. INVESTIGATIVE PROCEDURES Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: Proctor No. Soil Description Pro'ect Location: - Max. Dry Density (pet) Optimum Moisture.(%) 4464 Brown Sand 1 4464 103.2 9.7 . 98.5 1 95.4 Pass 2 4464 Required Compaction ( %) I 95 1 Test Depth Penetration (inches): 12 1 Project Name: Addition to Residence Pro'ect Location: 453 NE 92 Street, Miami Shores, Florida Test No. Proc. No. Test Location Lift 1 No. Dry .Density % Moist..' % Comp. Result 1 4464 North Area of Building Slab Final . 98.5 8.9 95.4 Pass 2 4464 South Area of Building Slab Final 98.6 8.8 95.5 Pass i 3 4464 Center Area of Buildin _ Slab Final 98.7 8.2 9 Pass Jul 06 05 02:24p Nelco Testing & Eng. Client: Hector Zamora 453 NE 92 " Street Miami Shores, Florida 33138 I%IELCO TESTING 6 ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT A NSITY TEST RESULTS (305) 254 -2630 p.2 Comments: Pro 13370 SW 13P' Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Date: July 6, 2005 Job: D- 050720 rd Garcia eer No. 56712 e of Florida Stra Milatteael e.. 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 MoUc® o0 Pmen eod® Vragm nts Vora 7e Eas (As required by Florida Building Code (FBC) 104.2.6) L- L t m■C'ry- , -- I Address of Treatment or Lot/Block of Treatment - 1 • (g• ( C (>C' -nn f k� ;,C 6 H ,.- ,, r Time Applicator ,�r*( 0.J\ t (.)1 1d►ft.5 . 'T CD C---CI I. Product Used TL. Chemical used (active ingredient) Number of gallons applied Percent Concentration z c n-\-o\ Area treated (square feet) Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line Linear feet treated FROM • PIERRE MARIECLAUDE MUFEUD FAX NO. : 9544212809 ATrium twine Jun. 23 2005 04:47PM P1 te a• z 7,y NE 24 "14 RASP "' rooRINO BY C.C. OVER NEW 4' INK, CONC. SLAB W/. WL.4 X WI.4 WWF 0 g Ml. VAPOR BARRIER OVER NEIL CONPACILQ P01S0NED, TREATED FILL �FY DOVE. :.- 3 4' 0 - M IrENtNG 5' vI G {� U 9'2' g'_g" W4 illtIMINNIM4-6AIMIt1101191,10•1111I1E,:lpliqcOulcz-..". EXISTING GONC:SLAB (U 14' - F ni PIER # SECTION LENGTH # OF SECTIONS DEPTH REFERENCE TOTAL LENGTH BEARING STATUS DESIGN LOAD 1 7' 5 Grade 31' Refusal 5 Tons 2 7' 5 Grade 28' Refusal 5 Tons 3 7' 5 Grade 28' Refusal 5 Tons 4 7' 5 Grade 28' Refusal 5 Tons 5 7' 5 Grade 28' Refusal 5 Tons Date June 23, 2005 Contractor Atrium Const. Eng. /Arch. John H. Omslaer,P.E Application New 2 Story concrete addition. Installation Date June 13- 14- 15 -16 -17 22, 2005 Property Owner Roiph Res. Street Address 453 N.E. 92 Street City / State Miami Shores PROJECT LOCATION: PRODUCT SELECTION: FLORIDA FOUNDATION SYSTEMS INC. 2780 NE 16 STREET POMPANO BEACH, FL 33062 OFFICE (954) 786 - 0455 FAX (954) 782 - 9991 FIELD INSTALLATION LOG - GALVANIZED PIN PILES Pier Part Number 3" Sch 40 GaIv. Pin Pile Installation Equipment: 140 lb pneumatic Rhino *NOTES: See building plan for piling location. Caps: 12" X 12" X 1/2" with hole with 4 J -Bolts 3/4" dia. PROJECT DATA: Dynamic Engineering Solutions Inc. 935 N.W 31 Ave. Suite D Pompano Beach, Fl. 33069 John H. Omslaer, P.E PE # 52733 EB # 9011 PIER # SECTION LENGTH # OF SECTIONS DEPTH REFERENCE TOTAL LENGTH BEARING STATUS DESIGN LOAD 1 7' 5 Grade 29' Refusal 5 Tons 2 7' 6 Grade 31' Refusal 5 Tons 3 7' 5 Grade 28' Refusal 5 Tons 4 7' 5 Grade 29' Refusal 5 Tons 5 7' 5 Grade 29' Refusal 5 Tons 6 7' 6 Grade 32' Refusal 5 Tons 7 7' & 5' 5 Grade 28' 6" Refusal 5 Tons 8 7' & 5' 5 Grade 30' Refusal 5 Tons 9 7' & 5' 8 Grade 44' Refusal 5 Tons 10 7' 5 Grade 30' Refusal 5 Tons 11 7' 6 Grade 37' 6" Refusal 5 Tons 12 7' 7 Grade 42' Refusal 5 Tons 13 7' 5 Grade 29' Refusal 5 Tons 14 7' 5 Grade 29' Refusal 5 Tons 15 7' 6 Grade 35' Refusal 5 Tons 16 7' 5 Grade 29' Refusal 5 Tons 17 7' 5 Grade 31' Refusal 5 Tons 18 7' 5 Grade 28' Refusal 5 Tons 19 7' 6 Grade 37' Refusal 5 Tons 20 7' 5 Grade 28' Refusal 5 Tons Date June 23, 2005 Contractor Atrium Const. Eng. /Arch. John H. Omslaer,P.E Application New 2 Story concrete addition. Installation Date June 13- 14- 15 -16 -17 22, 2005 Property Owner Rolph Res. Street Address 453 N.E. 92 Street City / State Miami Shores PROJECT LOCATION: FIELD INSTALLATION LOG - GALVANIZED PIN PILES PRODUCT SELECTION: Pier Part Number 3" Sch 40 Galv. Pin Pile Installation Equipment: 140 lb pneumatic Rhino *NOTES: See building plan for piling location. Caps: 12" X 12" X 1/2" with hole with 4 J -Bolts 3/4" dia. FLORIDA FOUNDATION SYSTEMS INC. 2780 NE 16 STREET POMPANO BEACH, FL 33062 OFFICE (954) 786 - 0455 FAX (954) 782 - 9991 PROJECT DATA: Dynamic Engineering Solutions Inc. 935 N.W 31 Ave. Suite D Pompano Beach, Fl. 33069 John H. Omslaer, P.E PE # 52733 EB # 9011 • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04i - /6°S0 Job Name Ro `ph 9-53 NE 12 51, STRUCTURAL CRITIQUE SHEET � l ¢ Q y 0.4 p/,/a4 Q ,v- �. and .nrd �-r�ir r rove ° 5' -tie � ®aavr doc.r 5huW ia7d tre s 5 Gore s in- f Gviodo a3 11 ikv�l e dam' (h - vv d C) Pt ( , J. > df / ,- �� Pte" s , d s . � l�� 1 � el .dr 6 t 5 0 it ' X Q 5h, 5• -i .5;);/ 514.<eniekti5 Leh 5 leb- �P or .1. a Grades Bear rer fires 7 SJee- ` l 1 a,ddrbiolvc bo /- , ,ire co /J, i - d 0 /?C'v or exi517 it exrf i l ,4 -ur bad/ yDa drii.e a-- / .le, ue1//, -r /1)&144 aw S t 7 / X Temp, bars shaal�t ? e p �% G ede< ., , meeir( beCicakii reint. /( 4 /Z" r.> v ei /. dears ele le-t nl. - 5' bm) t" C-i. - l) On S-3 7 8(m, Saked need /s,- -' hes /2° o,6 .` rernidGd1dri @ 4ga a.c, l a 9n ft/5-4, a l-abwar7 `1 do 15/2'6 Maw (in, Plans Wail 9011 ap 142 � o not perm / /eel i& 512 (woed h ne a ,4uit' 6 -e- &ode- l vl17'lr /1 e 6 &av . C /ar i4 Ti8d See / /on an /l/S -4 �Jjeaid he)e)jO -4/€ -! inaf 7fr2ry rd°1;174r - er,79 l ..rni Shores Y it ag e -e C,C At ELECTRICAL CRITIQUE SHEET ,®Co 9N'h - & 7 '7 Wrth- .4A/I Pe wed 7,1 7 :22 6P 11 /I/. .1 to,-' ova i7 evaw j /' —' a�z /./e p / )l,P S ce1 \ � /r..4/,/.iz,t-/, i EA4 / v‘ y4"®)4- y; e erc, / 1�s� 0 Eol Building Department ( 1 mo d) aco/-7 # (?J-4 a n Gv dz1 L �'Pi9 -� <``� •� G'r%a +2 /7- , 3 eF' :0• 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ' / Job Name fl0PA /°mil. Page 3 of 3 C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 12/27/04 305 - 795 -2204 Page 2 of 3 8. Addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7 on the plans -- -show on plans remedial action: • Will existing windows be shuttered or will impact resistant windows and doors be installed? 'As',i �^- • Show corner bracing and filled cell location and provide detail on plans. • Show detail of hurricane strapping on existing roof trusses and show location. Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. Miami Shores Village Building Department Permit No. Page 1 of 3 2/7/05 SECOND BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1640 till need to address structural and electrical comments. Plans must be reviewed by HRS. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. Still need to submit electrical, mechanical, plumbing, roofing, and storm shutter permit applications. Still need to submit two sets of NOA's for all new swinging doors. FBC 1626.1 Provide design pressures on new door opening. FBC 2411.3.1.4 Still need to provide letter of intent from engineer that will inspect pilings, engineered unit masonry, second floor slab and roof truss installation. FBC 2122.4, 2319.2.4.2 Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/10/05 305- 795 -2204 Plans must be reviewed by HRS. C) Still need to submit electrical, mechanical, plumbing, roofing, and storm shutter permit applications. Art&Av ' * A 3: Still need to submit two sets of NOA's for all new swinging doors. FBC 1626.1 iF 6/4-7 AI-Provide design pressures on new storage room door opening. FBC 2411.3.1.4 Still need to provide letter of intent from engineer that will inspect pilings, engineered unit masonry, second floor slab and roof truss installation. FBC 2122.4, 2319.2.4.2 Addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7 on the plans -- -show on plans remedial action: ' :1 5 Li • Will existing windows be shuttered or will impact resistant windows and doors be installed? • Show corner bracing and filled cell location and provide detail on plans. • Show detail of hurricane strapping on existing roof trusses and show location. Miami Shores Village Building Department THIRD BUILDING CRITIQUE SHEET Permit No. BP 04 -1640 Page 1 of 2 3/10/05 � ��,, �' Gam' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 / i n - Ly<i'T/ v5 /1lzyk°� 5 ,- :5 -45„ o Gr., , T P /i.- 4/�, j %.°A, . , e,e+ I , ,i -c/e / a ®a- , A// a 5-e it- 7 /2 /1 '-- A ima /o ePer® /ep Is NA-4/ PA-- , BY` 4' / - j 3�// 2 A/6 f7`wee 7 - AO /� ®e , t, A.2- a'®' _ hL ;72/x/ L Miami Shores Y a e Building De Day tment ELECTRICAL CRITIQUE SHEET /. t/G 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. "m // Job Name / 2 ? / A/9 - / 1 3 vo / /e5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. &'4-14 Job Name R9C -Pi <7 / 0 4cY P/E q g 57; STRUCTURAL CRITIQUE SHEET gehm L 376x 3/05 5/ �J4/f fiee�-i Prcdi cl App - va/ / r f/cr e /e0D,?1 beet- /. 5/111 need Me refs! -,�n c e � Winyy 67 der 5 i / Keperi1 / / J need cdrr/ / snit m 4 . / caJc u / a l i s. Har,u are riles iv be driven under ex/0', ca /a iv 7 11 3 ¢a i✓ic/ude 613.'s,61./114d 1ea4 -& gravi'/y /66) rlitit5, 2 �ei Piece-- 5 /aG 1;161, d eP.c lion Miami Shores . Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 -/& 4 Job Name R c `ph -- 53 Ale c 1 2 5i. STRUCTURAL CRITIQUE SHEET /� J /z! /)4 � preLed' ; 2 1 5" YLL e elein 040e- Shc� ivied pr-e55 are s ra e �ze� Sh L-1 '5. sl 1- ek 5' 77 ?' l % Zz '71Z 7z Z ....1 'e 5 : , 5 514.1e mew /) A'Wk Lco [ V 1e - I'' ( Grati.e. eeaves ref' ices 74'p s / /e-1 ;v1 a.d.6Ci/�! {z bu h - P --� Li 60)1 .skz:cCtuv 4t / r..et-e 1a—ho s - ( 12re ( /J; /rmrkecc' ri e�i o e. �'i5 ? T /" eXIS>� h t' Lvi // yeti drive a- fide, ai/iel i' /hew et 5 515176-um w 7 f Temp. b ars s h a lcid l 6 e per�� 2✓t4c -c ,:de,./1_, 2 .4e I Yt beI'�can tz'ivti ( # G iZ �Z ma l ,;v) reivtA zwedr5 ete L[ -✓r t7) On 5 5c1 , t{ Tie 8'm, 5cLc-le 1 reed 4 h /be. . / /7L i s le G /2" a'6'1 rema in d ev G 4 g a .0.c, lc7 &, 465. -4, .lea v dr '" doe "t thew ern Pizza, Gl12`/ jotn, ap co al' net per,n1 1 74d cz-5 Shy (woad ,'ramie/, /4 i b-e- /slack i v! t/ A e bezvri CJaxri 41hr 5'ectiv,7 I Can 4%5 ?c/ hDr)3L771 t4 1 tnct jt 1 ry r e rd--;; - r Ie'l ��., /6' G : c. /. f�p f . zi, s .02 Job Name 4./'ti 4 S3 /JE %L S Re 514, i t STRUCTURAL CRITIQUE SHEET 2 /l /ei eai Miami Shores Village Building Department cies /7 ; =6 — e-..1 -- e0 z Gt Permit No. OW' / 40 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 f b n a ��L� f r c - v L 3 G I 3 ' s � W A I t , •2 . PQ -cz, S b 04.5 e .fh .c- /-1- t G slab rnee,is t . Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 12/27/04 305 - 795 -2204 Miami Shores Village Building Department Permit No. BP 04 -1640 Page 1 of 2 12/27/04 BUILDING CRITIQUE SHEET 4 1. Address structural, electrical and comments. (<2. Plans must be reviewed by HRS. 03 Plans must be reviewed Miami -Dade Plannin and Zonin g . g for a impact fee paid payment. p p pY 904. Submit electrical, mechanical, plumbing, roofing, and storm ' applications. permit app ca tions. 5. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _ submit two sets NOA's for .11 openings. F : ' 1626.1 S B 1 ok 6. .� •,. ;..• - m� BC2411.3.1.4 v oe94 6 0(7. Provide lett : r of int • t from engineer that will inspect j pilings, engin • ered u it masonry, second floor slab and roof truss installat on. " : C 2122.4, 2319.2.4.2 8. Addition is a in ease of more than 25% of floor area, per Au ) /FBC 3401.8.2.' the designer of record is required to visit 5r the site and submit a report indicating remedial action to be W' taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. .. . .. 1 6 r 0.Provide uplift loads and specify strap anchored on trusses on roof framing plan. ,f/i Xi `5 v,:,1 ,/tz,6xt� - ; /.-d o,,to. al a,,eczGc /„07i �' o® 61 tsp SAAfri'�-< ,- /co too/S aVe" c-1 , e®.-- T IS' 4tl ,e d, maA. a., c 4-i S Tm We ia/t 4 ,c, -2 7 CA ®7-'oc719 CG - ` /4i}' / Ae'vt R Pc C1, , c.ilv. to Q r, a® .6 of f? /i dGQ- . ,ac „Al /,(- - - S �i 'e v ,B "- /...A.0G 7 e /.'-y / , i 7 O 1_ 57 le' G , / /d r,1 e a b7 s - ELECTRICAL CRITIQU HEET Miami Shores Village Building Department ) 0 / 0 A i' -`v° 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No 7cW /6 "' Job Name A L �� G _, _- r"2- T® PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance 'oath art Federal, Slat Cocmty, VlItage rotes and regulations. Wage essu on no 'responsibility for accuracy of/or results fro these plans. 2. This copy of plans must be available < building site or no Inspection wtft be conducts CRITIQUE SHEET JOB ADDRESS _ " g- 3 � ' 1 „.2 >7 APPLICANT P 0 L iP l . PHONE # APPLICATION 4 SHEET _ OF MISCELLANEOUS DATE itATI N y • COMMENTS INITIALS 5e1511- 6( 6e C.C-) lU a AFT 5 7/ )(S 5 T 4-i (J) eL w W s- ./V,w S , . LLD �! — /L, , ( - - T w L/ 5 Ho CM/T ( Pve AWLJ6 ,)( sciPP0 iers 0 1-1 " - o — C�� eduo,g c f Gt TI Pens 01 Gi/avion X /-es15 41 f, d d-1 / dvin e i- 1 s er ed , 5-1a 5=41 ho-w-- „ 0,1 £ e /3 ear d e c,ri1 many #y are /rt e Y ® On A- 5 he /l doe Ae 4 OW 56 7 S u m, l - c - z J h t , 4 5 A - G ' 'S 14.14,6t5 , 2 ( _s14.1- lb bns e 6 `` l4 8e-15 vomit, t / Gu- fee. kirvt_ wher& e-w roe ' avr ee-ji e reel I .Sha -u� r6 /a eyrie GO Si w Grie-kei for Miami Shores Village Building D epartment GON'S s / /e4 fla/ e 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 0-1 14 .9e- Job Name /!9 GP// 46 WE 92 5), e 514, b, ¢4'44 STRUCTURAL CRITIQUE SHEET ��� -2VI/0 Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORREC 2. REMOVE SUBSTITUT A.MARK 0 FACE OF E B. DO NOT RE BUILDING DE MARK THE F LEAVE IN SE C.RETURN 0 BUILDING 3. SUPPLY AN OF CHANGE A.HIGHLI ONS. LD PAGES FRO .► ALL PLANS AND WITH CORRE ED PAGES. PAGES " OID" ON THE ON THE CH SHE OV ► BACK SHEET CONTAINING EPAR TA S /CORRECTI LL CO HT E CURTIS CRAIG 4/6/05 305 - 795 -2204 TMENT AND COUNTY STAMPS, NT OF THIS SHEET VOID AND S T OF VOIDED PLANS TO ENT. EET SHOWING LOCATION S IN PLANS. CTIONS ON PLANS. e Are' Miami Shores Village Building Department FBC 3401.8.2.3.1 the designer the site and submit a report i taken from FBC 3401.8.2. plans -- -show on s lans rem A -2 is not specific: Permit No. Page 1 of 2 4/6/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1640 FORTH BUILDING CRITIQUE SHEET Still need to submit electrical mechanical, plumbing, roofing, and storm shutter permit applications. 2. Still need to submit o sets of NOA's for all new swinging doors and fixed gla. s. FBC 1626.1 -AA.doe . Still need to provi • letter of intent om engineer that will v4 insect pilings, en in • : ed unit m , 'on p p g , g � onry, second floor slab �,„ and roof truss installation. : C 22.4, 2319.2.4.2 Addition is an increase of mor • han 25% of floor area, per f dicatin .1.1 thru 'al action, cord is required to visit remedial action to be 34.1.8.2.3.7 on the ems 1,2 and 3 on • Will existing wi 9 ows be shuttered or will impact resistant windows and doors be installed? • Show corner bracing and filled cell location and provide detail on plans. • Show detail of hurricane strapping on existing roof trusses and show location. Follow the procedures for submission of corrected plans for your re- submittal. Miami Shores Village Building Department Permit No. Page 1 of 1 4/25/05 FIFTH BUILDING CRITIQUE SHEET 1. Still nee s to submit . , 1, faurfibirig, roofing, an app Ica ions. 2. Still need to submit two sets NOA's for new in-swinging g g door in storage room. NO • i 1- 0928.09 is only for out - swinging door. FBC 1626.1 CURTIS CRAIG 04/25/05 305- 795 -2204 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1640 Miami Shores Village Building Department BUILDING 1. Still nee s o subm missing two s of applications NOA is not impact stant). 2. Still need to subm tw sets of NOA's for n in in � g g door in storage room. 0 A 01- 0928.09 is only for out - swinging door BC 1626.1 CURTIS CRAIG 5/9//05 305 - 795 -2204 Permit No. Page 1 of 1 5/9/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1640 BP 2005 -598 is VHZ roofing permit it applications (FG FROM: 3 FAX TRANSMITTAL BLDG DEPT DATE: ,310 S TO: NUMBER OF PAGES INCLUDING COVER MESSAGE: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 FAX: 3ahilba -(0 767 FAX: (305)756 -8972 I i f 7 THANK Y U Miami Shores Vi lage Hall FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts SECTION 606.1.ABC.1.1 606.1.ABC.1.2.1 606.1.ABC.1.2.2 606.1.ABC.1.2.3 606.1.ABC.1.2.4 6 606.1.ABC.1.3 REQUIREMENTS FOR EACH PRACTICE Maximum:.3 cfm /sq.ft. window area; .5 dm/sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate: attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barter is Installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK! COMPONENTS Water Heaters Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. Extemal or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. EnergyGauge ' DCA Form 600A -2001 EnergyGauge®/FIaRES'20 FLRCSB v3.21 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 2369.0 Cooling Points + Heating + Points Hot Water Points r - Total Points Cooling Points + Heating + Hot Water Points Points - Total Points 10080 541 2369 12990 7222 1917 2316 11455 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 40.0 0.90 As -Built Total: 1 1.00 2316.36 1.00 2316.4 2316.4 FORM 600A -2001 Tested sealed ducts must be certified in this house. WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: PASS EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 BASE AS -BUILT Winter Base Points: 863.0 Winter As -Built Points: 2197.5 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 863.0 0.6274 541.5 2197.5 1.000 (1.009 x 1.000 x 0.91) 1.000 0.950 2197.5 1.00 0.918 1.000 0.950 1916.9 1916.9 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 BASE l AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 837.0 2.36 365.6 Single, Tint N 5.0 10.0 8.0 4.98 0.98 39.1 Single, Tint E 5.0 10.0 80.0 3.99 1.05 334.7 Single, Tint S 5.0 10.0 120.0 3.80 1.13 516.4 Single, Tint W 1.5 8.5 92.0 4.60 1.00 422.2 As -Bullt Total: 300.0 1312.3 WALL TYPES Area X BWPM = Points Type R - Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 979.0 0.90 881.1 Exterior 979.0 0.60 587.4 Base Total: 979.0 587.4 As -BuIIt total: 979.0 881.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 2.80 235.2 Exterior 84.0 1.80 151.2 Base Total: 84.0 151.2 As -BuIIt Total: 84.0 235.2 CEILING TYPES Area X BWPM = Points Type R - Value Area X WPM X WCM = Points Under Attic 837.0 0.10 83.7 Under Attic 30.0 837.0 0.10 X 1.00 83.7 Base Total: 837.0 83.7 As -Bulit Total: 837.0 83.7 FLOOR TYPES Area X BWPM = Points Type R - Value Area X WPM = Points Slab 126.0(p) -2.1 -284.6 Slab -On -Grade Edge Insulation 0.0 126.0(p -2.10 -264.6 Raised 0.0 0.00 0.0 Base Total: -264.8 As -Bullt Total: 126.0 -264.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 837.0 -0.06 -50.2 837.0 -0.06 -50.2 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA!Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 BASE AS -BUILT Summer Base Points: 23628.2 Summer As -Built Points: 31164.8 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 23628.2 0.4266 10079.8 31164.8 1.000 31164.8 1.00 (10 0.904 x o.so > 0.284 0.902 7222 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA!Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 837.0 32.50 4896.5 Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: N 5.0 10.0 8.0 27.68 0.84 E 5.0 10.0 80.0 61.31 0.74 S 5.0 10.0 120.0 52.00 0.67 W 1.5 8.5 92.0 54.85 0.97 300.0 185.3 3629.9 4199.3 4877.0 12891.5 WALL TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 979.0 2.70 2643.3 Base Total: 979.0 2843.3 Concrete, Int Insul, Exterior As - Built Total: 5.0 979.0 2.00 979.0 1958.0 1958.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 • Exterior 84.0 6.40 537.6 Base Total: 84.0 537.6 Exterior Wood As - Built Total: 84.0 9.40 84.0 789.6 789.6 CEILING TYPES Area X BSPM = Points Type R - Value Area X SPM X SCM = Points Under Attic 837.0 2.80 2343.6 Base Total: 837.0 2343.6 Under Attic As -Built Total: 30.0 837.0 2.77 X 1.00 837.0 2318.5 2318.6 FLOOR TYPES Area X BSPM = Points Type R - Value Area X SPM = Points Slab 126.0(p) -20.0 - 2520.0 Raised 0.0 0.00 0.0 Base Total: - 2520.0 Slab -On -Grade Edge Insulation As-Built Total: 0.0 126.0(p -20.00 126.0 - 2520.0 - 2520.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 837.0 18.79 15727.2 837.0 18.79 15727.2 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge® DCA ,Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.21 Project Name: ROLPH RESIDENCE ADDITION Builder: Address: 453 NE 92ND STREET Permitting Office: City, State: MIAMI SHORES, FL Permit Number: Owner: MR.& MRS.ROLPH Jurisdiction Number: Climate Zone: South OWNER N.MIAMI BEACH 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi- family 1 _ _ SEER 12.00 4. Number of Bedrooms I _ b. N/A _ 5. Is this a worst case? No _ _ 6. Conditioned floor area (ft =) 837 ft c. N/A _ 7. Glass area & type a. Clear - single pane _ 0.0 ft _ 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Strip Cap: 10.0 kBtu/hr c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 300.0 ft , 0.0 ft b. N/A _ COP: 1.00 _ 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A , 0 t, ;0(p) ft _ O c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons a. Concrete, Int Insul, Exterior b. N/A c. N/A 9 b. N/A _ EF: 0.90 _ d. N/A e. N/A _ _ c. Conservation credits (HR -Heat recovery, Solar _ 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R= '.0, 837.0 ft _ 15. HVAC credits PT, CF, b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Con. Ret: Unc. AH(Sealed):Interior b. N/A _ _ Sup. R=6.0, 90.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) _ • FORM 600A -2001 Tested sealed ducts must be certified in this house. FLORIDA ENERGY EFFICIENCY CODE / 61 , f° FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Glass /Floor Area: 0.36 Total as -built points: 11455 Total base points: 12990 I hereby certify that the plan and specific tions covered by this calculation are 'n complince tih'the Florida Energy Code. C PREPARED err/ DATE: 4. t I hereby certify that this bu ding, as designed, is compliance with the Florid E - • y C • e. OWNER/AGE DATE: EnergyGauge® (Version: FLRCSB v3.21) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: ATE: b to • TEST BORING LOCATION Vil WINGERTER L ABORATORIES INC. Drawer L. North M%arnl. Florida 33261 • 1529 TEST BORING LOCATION SKETCH •E•L COW. eLAa 126.00' STEPS ri &TASLESS STEEL RAdSIG nooPOTED crime P ?STEPS Fa7POlVD CMG MX wti SEE ELEVATION FOR CETASA !BU =VW 1 FCC, E dbTNG STEMS x' PAROWT PREPARED BY: RP L L S' EAIST. COI. 611TEILAUC N.E. 92nd. STREET IS5' AERIALT PAVEMENT - Mr. Rod Rolph Addition to Residence 453 N.E. 92n Street, Miami Shores, FL DATE: V14 -2 Page: B -1 Symbol Description Soil symbols Sand with some to trace organics .7 7 •/ • /• �. /. /.i, /7i't ' .. :j '4• : . Misc. Symbols Sand Soil Samplers Sand with some to trace limestone Limestone with some to trace sand Fragmented limestone and sand Water table at boring completion Standard penetration test LEGEND 1820 (305) 944 -3401 1-800- 345 -SO Miami, FL 33181 WINGERTER LABORATORIES, INC. Page A -i WINGERTER umosuTORU S RC. Pmf.s.ional Engla..ring & Touting TEST BORING LOG CLIENT: Mr. Rod Rolph PROJECT: Addition to Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 7.4' BORING NO.: B -2 ELEVATION: - DATE STARTED: 7 -13 -00 DATE COMPLETED: 7 -13 -00 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES 0 — 1 — 2 — 3 4 — 5 — t - t 6 — 1 2 7 — 2 ►. 3 8 — : :,r �,��• 4 9— ..ems 10 — 5 - LYnaY +1 11 - Lr Y.rrl 10 - .Ai..wl 8 loo1 1 — 0111 13 — - MIMRrI .,AR.AwI ioaWom 14 — [YO =YQ1 l..rr�r — Lrr.rrl 15— R. 4 — - [171,11 .361 1 4 1 6 — .1.1171=01 :Nrr .1 4 1 7 — •rinin 11 11•1•011.m1.1/. 1 8 — - � 3 – 3 19— 4 – 5 20 — 21 — 22 — 23 '- 24 — 25 26 — 27 — 28 — 29 30 — 31 32 — �• r•i• / : i . f ., 33 — 3 2 2 2 2 2 This information pertains to SOIL DESCRIPTION Dark brown SILTY SAND with trace roots Dark gray silica SAND Tan silica SAND Dark brown silica SAND Dark tan LIMESTONE and LIMESAND Tan LIMESTONE with some limesand Dark tan silica SAND Boring terminated at 20.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 9 10 SAMPLING INTERVAL 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -7.0 7.0 -8.0 8.0-10.0 10.0 -12.0 15.0 -17.0 18.0 -20.0 N 5 4 2 4 8 18 7 7 N -value CURVE 10 30 50 70 90 this boring location and may not be completely indicative to the entire site. 1820 N.E. (305) 944 -3401 1 -345 SOI Miami, FL 33181 WINGERTER LABORATORIES, INC. Page A -3 WINGERTER LABORATORIZS INC. Professional Engineering & Testing TEST BORING LOG CLIENT: Mr. Rod Rolph PROJECT: Addition to Residence LOCATION: As shown on boring location sketch DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 7.0' BORING NO.: B -1 ELEVATION: - DATE STARTED: 7 -13 -00 DATE COMPLETED: 7 -13 -00 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES i>:ru:innu This information pertains to SOIL DESCRIPTION Dark brown SILTY SAND with trace roots (topsoil) Tan silica SAND Dark brown silica SAND Light brown silica SAND with some fragmented limestone Tan LIMESTONE with some limesand Dark tan silica SAND Boring terminated at 20.0' STANDARD PENETRATION TEST SAMPLE NO. 1 2 3 4 5 6 7 8 9 SAMPLING INTERVAL 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 18.0 -20.0 N 5 8 6 2 2 10 10 14 N -value CURVE 10 30 50 70 90 this boring location and may not be completely indicative to the entire site. 1820 N.E. (305) 944 -3401 1-800-345-SOIL , • North Miami, -800 -3 5SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -2 0 5 10 15 20 25 Page A- 1 MULTIPLE BORING PROFILE(SUMMARY) Addition to Residence B- 1 10 10 14 B -2 NMI 18 0 5 10 15 20 25 APPENDIX A TEST BORING LOGS i /4 's pf q__./=t- 67 N IR . nli . Alvii X3/38" Mr. Rod Rolph Order No. 1320 Page 4 Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Soil samples will be retained by WLI for a period of 30 days only unless specifically requested otherwise by the client. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. Furthermore, the graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. We appreciate this opportunity to be of service to you during this phase of the project. If you have any questions or comments regarding the information contained in this report, please call us at (305) 944 -3401. enc: Appendix A: Test Boring Logs Appendix B: Test Location Sketch P- 71/Time Charges: Engineering: LS Lab No. 216 - Test Borings Respectfully submitted, WINGERTER LABORATORIES, INC. Ra ael M. Pina, P.E. Florida Registration No. 50771 :2oae) The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. Florida Foundation Systems Inc. 2780 NE 16 Street Pompano Beach, FL 33062 Tel : 954- 786 -0455 Lic. # CG- CO53441 6POL(- 164E) Z'ruio-touar -R Clems e R ofei gec a��� - rGCtA-AA ��oVe PERMIT NO. ,e9P— 1- X t - o TAX FOLIO NO. STATE OF FLORIDA: // - 32 ©G, -(9/y_ 02 Coo COUNTY OF DADE: Tax To I Po 14o 2. Description of improvement: 6. Lender's name and address: Swom to and sub • b fore me this day ofQ -Notary rblic Print Notry's Nam My Comrnssioh Expires: PLOS CA, CCL:iz y O CP.D21 r NERa3Y CERTIFY Mat Mrs es a frua of Via aril IfitolmPhrs Woo on o A a 20` y, NESS my hand and ©TProfel So;°I. ra A "diet fi! Ctr !!tj is rr Ce_r;P/ Caur's NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvements will be made to certain real ro P party, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: _ • c gLO V/ /0.x.1 /` y a3 n y Z 3. Owner(s) name and address: 9.,2 s; J 7y,4 -r-// Interest in property: ie-04 . rn teGi / i) / e -- •Name and address of fee simple titleholder. 4. Contractor's name and address: ge g ����', I % / // 9il` , G�;► /�f� �'r P 1 , 9 - � / FGC°//!.b/� .3 / ec1G1"!A0 ‘06a, 5. Surety:(Payment bond required -by owner from contractor, if any) Name and address: Amount of bond 7. Persons within the State of Flida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address:— #t 1/, 2 %-'y e ,te9 / / c 31/7-8 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) AgIr 111 s of Owner Print Owners Name ,/) / f/ / 5 '! , / _ �D /1 1 I• I 1 Vargas WEB Commission ?DD2319 14 1 onded Thru ,I.,.,.ipAnntlinv( I 1 II CFN 2005R0G3037 0 OR Bk 23447 PQ 1750; (1P9) RECORDED 06/07/2005 09:14:17 HARVEY RUVIhlr CLERK OF COURT MIAMI -DADE COUNTYp FLORIDA LAST PAGE et C, ,t/C /7' . /r /. f' o .23/ 3� • Prepared by: 19/4 ES d1 /I Address: / 5X Ofe /rs FL Solutions Inc. April 8, 2005 Dynamic Engineering John H. Omslaer, P.E # 52733 — EB # 9011 Miami Shores Village Building Department Re : Ralph Residence 453 NE 92 St. — Miami Shores Permit : BP 04 -1640 . O slaer, P.E. r.' P.E. # 52733 EB # 9011 935 NW 31 Ave. — Suite D Pompano Beach, FL 33069 Tel : 954 -553 -0487 Fax : 954 -590 -2207 Letter of intent A signed &sealed pile log will be provided at completion. • u�ely, =� . '. _ 634 Johr This office will be monitoring the installation of 24 +- 3" (O.D. 3.5 ") galvanized pin pilings for the addition to the residence at the above mentioned address. MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE (t3CCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) PGT Industries .1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing thc use of construction materials. Thc documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to bc used in Miami Dadc County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. Thc Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in thc accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to mcet thc requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "IIS 710" Aluminum Horizontal Sliding Window- Impact Resistant / APPROVAL DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E., dated 5/22/02 bearing the Miami -Dadc County Product Control Revision stamp with thc Noticc of number and expiration date by the Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approvdd ", unless otherwise notcd herein. RENEWAL of this NOA shall bc considered after a renewal application has been filed and there has been no change in thc applicable building code negatively affecting the performance of this product. TERiMINATION of this NOA will occur after thc expiration date or if there has been a revision or change in thc 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: Thc NOA number preceded by thc words Miami -Dadc County, Florida, and followed by . thc expiration date may bc displayed in advertising literature. If any portion of thc NOA is displayed, thcn it shall be done in its cntircty. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall bc available for inspcction at the job site at thc request of the Building Official. This NOA revises NOA # 99 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Rau oc gaf_e. 02=0305 1■IIAiMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.290S NOA No 02- 0305.02 I :xpiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 O FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 - -1 H- .050 0 5/16" GLAZING BEAD 1.187 -- 1 -1 u .062 J .678 1 2.074 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FL-1969 1.187 z .062 } —I 1.403 FIXED MEETING RAIL 6063 —T5 ALUM. .062 .723 .688 ---f F—� ()WIND LOAD ADAPTER 6063 —T5 ALUM. .062 1.183 1.349 . i 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 /K Robes L. Clark, P.E. PE x39712 .S true ura4 1.187 1.081 1 O SASH MEETING RAIL 6063 —T5 ALUM. _L___ 062 1 I - 1 - O FLANGE FRAME HEAD 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRIVE NO(OMtS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd Ey: F K. Revsd By: F.K. oro.n Br F. K. Descript ;on: rate: Ser;c s /Moee1: HS -710 .062 --- --- 1.2 91 1.970 O SASH SIDE RAIL 6063 —TS ALUM. cote: 11/5/01 cote: 5/22/02 Dote: 1 1/2/0 1 Sccic: NTS .062 ---I I---- 1.122 k 2.71 O FLANGE FRAME SILL 6063 —T5 ALUM. Rev ;s;ons: AOOFO SHT Re "z,ons: C —NO CHC THIS SHT EXTRUSION PROFILES Sheet: 4 of 4 1.349 2.094 Ir. PRODUCT REVISED to cvt ply401 "8D t>a. Mem, Duldlog Code Acceptance No Ecplrwly U Oro. ;nq No 4112 M1Ilam1 Dade PrvJuct Cooarol I)I�isivu ALUMINUM HORIZONTAL SLIDING WINDOW IDESIG^! PRESSURE RATING: -75 P.S.F +66.7 P.S.F. !GLASS TY PE A OR B DETERMINATION (SEE NOTE 1) WINDOW I WIDTH WINDOW_ HEIGHT 26.000 38.375 44.000 50.625 63.000 I 26.500 • A A A A A 37.000 A A A A A 44.000 A A A A B I 53.125 A A 6 B B i 63.000 A B B B B 71 4.000 A B B B B 3. LARGE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.35D) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ 3UTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO cr OX DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW CF FASTENERS LOCATED AS FOLLOWS & PER HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. . .IAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REOUIRED. 6. REFERENCE TEST REPORT: FTL- 1969 53" MAX HEIGHT 58 /4" MAX FIXED LITE DAYLIGHT OPENING 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — DAYLIGHT — t DAYLIGHT OPENING OPENING SHT 1 O 8" MAX x 1 57" VE DAYL OPEN 1 ! r 8" MAX 4 MAX — - -� 4" MAX ELEVATION ITEM 1 FLANGE FRAME JAMB (Alum. 6063 -75) 2 FIXED MEETING RAIL (Alum. 6063 -T) 3 SASH MEETING RAIL (Alum. 6053 -T5) 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 5 GLAZING BEAD jAlurn. 6063 - 15) 5534571 8 6 WINDLOAD ADAPTER (Alum. 6063 -T5) 612236 1 9 FRAME SILL ADAPTER (Alum. 6053 -T5) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 -15) 6532377 1 19 #8 x 1.000 PHIL P.H. 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON 27 WEATHERSTRIP PULB VINYL MAX NT GHT ING SEE NOTE 4 ON MEETING RAIL ANCHORAGE DESCRIPTION Robert 1.. ('lark. P.E. l'F: r39712 .S t tteeit.rr.1— S V.T. j 612225 612228 612229 7 FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 -75) 612238 1 7856A 781P0A 71096 70250 70251 61062W 62899 61P249 2 (@ 8 1 OTY. /LOCATION midspon cf frome sit 12 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 3. 13 5/16" (.350 LAMINATED USING (2) 1/8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 © midspon of vent) 15110 x 1.000 Ph. FI. SMS 710X1 4 (Wind Adopter screws 16 #6 x 1.000 PH. PAN SMS 17 WEATHERSTRIP THIN WALL BULB VINYL 6TP247 18 #8 x .500 PHIL. FI SMS 76X1PPA 2 (for onti -lift chonnel er Clozina Bee 2 Sweep Latch screws 4 when usin. 2 Swee 2 ©vent to (© vent jamb roil) Pot roils L: m Lotches rail ALUMAX ALUMAX ALUMAX ALUMAX 'AF -12230 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC VENDOR 22 (Frame /Vent ossv. screws) 1 11.5" from ends -vent mtg. roil) 2 ( if he ht is >= 42" 7BRWHI.2 1 Ginids•on 2 1 4" from ends 1 ©mids on 2 1 4 ' from ends © eo. end of vent top roil 4 2 .er Roller Housin • MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL - TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS VENDOR # AF -12225 'AF- 12228 AF -12229 AF- 534571 AF- 12236 AF- 12237 AF- 12238 AF- 12239 AF -12240 AF- 532377 AF- 12244 TP -247 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 1S7826- 187 899 TP -249 FAT INDUSTRIES 1070 TECHNOLOGY ORIVE NOKOutS. FL 34275 P.O. BOX 1529 NOKOutS. rL 3427 Reesd By F. K. Re.se Bl F. K. Dro.n By: 0.8. De s e r:p t:on: 0)( ELEVATION & B.O.M. (LG: MISSILE) late: Dote: 11/5/01 Dot e ' 1/29/99 Dote: 2/1 6/98 ALUMINUM HORIZONTAL SLIDING WINDOW Scott: NTS er.e s/uodek HS -710 Re•:s•ons• UPDATE FOR RENEWAL Re•:s:o C- NO CHG THIS SH Sheet: 1 of 4 1 u} :vIS }:lD u eomplylog %lib te 11.1ridt Huhilug Curls Acccid•Hcc No 0 L'tplr.Otur u del '_at [h81 rrt d� $, 4 Dl. Y kr. 1 Dro.:n No. 5.02 pip? 4112 r 1 EXTERIOR MAX. HEIGHT ROUGH OPENING MAX. FIXED LITE DAYLIGHT OPENING ROUGH J OPENING 2.710 VERTICAL SECTION .500 2.094 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 J 1/8" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) -- MAX. DAYLIGHT OPENING — 1/8" ANNEALED GLASS -- Robert L. Clark. P.E. PE x397I2 Struct.ua:— MAX. WIDTH HORIZONTAL SECTION 1 1/2" GLASS BITE .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS F GT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 19 a 2.643 -- I Revs CI By: F.K. Revsd 8 r F . ic. Drown By: D. 8. Description: rue: Serves /voce I: HS -710 EXTERIOR MAX. DAYLIGHT OPENING 18 1/8" HEAT STRENGTHENED GLASS 1 /8" HEAT STRENGTHENED GLASS Dote: 11/5/0 Dote: /22/02 D o'c 2 /16/98 Scofe: NTS Revisions: ADD CLASS DETAIL Revisions: C —N'0 CHC THIS SF! Sheet: •.705 2 4 H .500 1/2" GLASS BITE D 2.784 PRODUCT (REVISED to europl)log with the F1oru't, Duldlog Colic Acccptsnce No 0 — • I , 02 Esplratlun Dill i • } Dlris►.. SECTIONS & GLAZING DETAIL ROUGH OPENING ALUMINUM HORIZONTAL SLIDING WINDOW °row ng No. 41 12 set C tr.l Rev: C I•. APPROVED WOOD BUCK • a• • 1 1/4" MIN. 1 3/16" OR 1/4" TAPCON W/ # 12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.) SHIM APPROVED 2x WOOD BUCK APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW —, 6 . e- : a TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 1/4" MAX.] SHIM #10 WOOD SCREW 1/4" MAX. r • SHIM ____{ 1 1/4" MIN. Robert 1_. Clark. �E PE #39712 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. Fl 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. Re.sd E;• F.K. Re..? E F. Drown 9i: 0.8. rue: Series /NOder: HS -710 Ootc: 11/5/01 5/22/02 Dctc: 2/16/98 Description: ANCHORAGE 1/4" MAX. SHIM #10 WOOD SCREW APPROVED 2x WOOD BUCK NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL —1969 Score: NTS Res:ons: UPDATED Re.is.ons: FIX TAPCON DESIG. Sheet: 3 or 4 J TYPICAL JAMB SECTION WOOD ANCHORING Oro wing No. 4112 1 1/4" MIN. YK •11(( . I(F:vjsEI) V Cosul)I)Iog with the FLor1SL Guiding CoJc Acccpuoc< Eaplrrllun Uric • f]i (/ Q• Ural Undo Product C • . troll Dh ie loo .02 } ALUMINUM HORIZONTAL SLIDING WINDOW Rev C J Hlv U4 GYJ a 11. G1 h K 5 I HNLtY UUUF! 5 I EMS r r20�, DUCT CONTROL" NOTICE Or ACCEPTANCE Stanley Door Systems 7300 Reames Rd. Charlotte ,NC 28216 Your application for Notice of Acceptance (NOA) of "Sta -Tru" W/E 8'0 Out -swing Opaque Res. Ins. Steel Door w /wo Sidelites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. "•'•e expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 91- 0928.09 EXPIRES: 11/01/2006 Raur Koangucz Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CQ 1(TIONS pU1LDING CODE & PRODUCT REVIEW COMMITTEI O This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 1r ¶3(f,l r / 1r1A t gnp4tn;'tt.l r ...rrn.tv p4 0(1 , APR 1 PAID 7049213478 TO 915617958417 ?.02/21 METRO•DADE FLAGLER BUILDING; BUILDING. CODE COMPLIANCE OFFICE METI&O -DADIE FL.ACI.EIt BUILDING 1401IEST Ft.AGLER S i'ItI.1 r. Sall:. 16u 1 MIAMI. FL011113A 33130.1 36.1 (305) 375.2901 FAX (30i) 375.29( CO\TIL1Crt)It I.ICF:VNIN(: tiE(: rlfN (303) 3734327 I,t.\ (303) 773.235!, CONTRACTOR K *ORCEAIKNT DIVIstuN (303) 373 -2966 FAX (303)173-290$ PRODUCT COtNrkOl. UIVI+ION (303) 373.2902 FAX (303) 372.6339 A .tA4i41 1 Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office C C rv. ere =IOC 11 . e. 1 r K b I HNLt Y bUUK bYb I t1'15 7049213478 TO 915617958417 P.03/21 Stanley Door Systems ACCEPTANCE No.: 01- 0928.09 APPROVEI) : November 01, 2001 EXPIRES : November 01 2006 NOTICE OF ACt EPTANCE: SPECIFIC CONDITION, 1. SCOPE 1.1 This renews the Notice of Acceptance No. 01- 0226.01, which was issued on April 19 , 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chaptcr 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta-Tru" W/E 8' 0" Outswing Opaque Residential Insulated Steel Door w / wo Sidelites - Large Missile Impact Resistant Doors / Non — Impact Resistant Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. 39637 titled "Stanley Outswing Opaque 11-4 x 8 -0 Door (Wood edge) W/ & W/O Sidelites" Sheets 1 through 7 of 7, dated 5/22/00 and last revision on 3/10/01, prepared by R.W Building Consultants, Inc., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door. the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will reauire a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system l(t,.,,.,,t,. 1.,h; 1 Chand; f' f: Product Control 1 :x;Intln Product Comm! 1)ivision ' Stanley Door Systems reps ti J.1 IO IV 21.704.(7D041( r.04/d1 ACCEPTANCE No.: ot- o928.o9 APPROVED _ November 01. 2001 EXPIRES November 0I, 2tT06 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer'practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. failure to comply with any section of this Acceptance shall be cause for terminatiot2 and removal of Acceptance 9. This Notice of Acccpt;incc consists ot'pages 1, 2 and this It page 3 Wiwi 1 (141n d,', I' 1. 1'rocluc:t !'mini)! I:•.ntiunt•r l Iutluc :l f nntrul 1)�vi:i�•: IN I) ()I. 'JIM ;1('t:I• :1'1:1N('F: DESIGN PRESSURE RATING TORT TYPE WHERE WATER W* LTRATION REOUIETIEIR 6 NEEZED SINGLE +5S.O -SOD PSF SI16LE W/Sb611TS 450.0 -50.0 Psr DOUBLE +50.0 - PEF W/IIWERIN. AST. l +55.0 -610 Pir i.'AWIDIAMBFR !t AST. MA ME 11/SOURS +50.0 -1$0 i'5: W /IJiPU*M. AST. 45.0 -520 FSi S AIPIOrtAUac"'tt 11 AST. TARE OF CONTENTS SHEET II DESCRW ION 1 CO NIIDN (GENERAL NOTES - APICAL ELEVATION) J 2 %EMMC1. (FOSS SECTIONS & ITT-L. OF MATERIALS .3 HORIZONTAL CROSS s•CTIOhs 4 HORIZONTAL CRD IDA S AIscHI RING wcA k CI AILS b NICHORINC LOCATIONS, DOOR WOES & GLAZING C V& 7 AWE COLIPON£WTS N 1 T 1 -D J D 1 v 9 n 11 A j D Li T _ n C -4 L 3 U u J is i 8n. ' CODE COUana nce :, - .19 6S7 KICEP s¢f J O oO y72J . Cj_ awnwc vooeawwBa. 8111564.311.31 .aa 5/22/00 rner M.T.S. l STANLEY DOOR SYSTEMS 1 f�A� w tlIELF8 9l�gV plWf 9 rA- lihOUIS WNi0MOUTINA1g7O0 GENERAL NOTES 1. TttS PRODUCT IS MICRO) TO MEET THE souni . F1;ST T A BUILDING CODE 1994 EDITION FOR A41446-DADS COUNTY. 2. WOO BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER t.QAOS TO 1HE STRUCTURE a. PRODUCT ANCHORS SfIAL BE AS LASTED Alm SPACED AS WORN ON DEIARS. ANCHOR EMBEDMENT TO BASE UA'TEJ;lA SHAll fl BEYOND WALL DRE5 #0 OR STUCCO. 4. ItrAMi --DADS APPROVED NOWT RESISTANT SHUTTERS ARE REWIRED FOR SJDELITES. 5. DESIGN PRESSURE RATING SEF EA8tES PACE 1. 5. sIJ>EUiES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE BOOR CONFIGURATION. On= Planet 8 SiNeit G a c s fore shoals; 24 GA. 0 .O2S7ntinJmum thickness, G steel A- c om commercial A orror Kth $i sbnJtlaOt Fy .4A Z2O p Dee b F 28.6 ps7 ` d Oaor • Polyurethane Loan we ww Tapper deae fly BASF. G o�e� OdgL. ci W. eL n ore L r g to fhs"" Io oetd bottom &�oweer Jointed pine sues. The horiroitoA edges of the pent, skin era nal lomeed aver um finger jointed hinge tUt. and LVl Mich atlfs to Iona o mocha ic& Jock_ �Q� D 11.• .tr.:Cel cadges of the skis 1` one Ihuh and g E!C fop o:: bottom Gnu jousted pine Wee. The Alarizontra eVass el the panel akin ore IoS formed ow the Alger j ointed ode stitft- to foam e meehonleof loth. Panels are modwdt staved using o too pyce yolyprepeans eta frame with mitered 8 wattled corners. rank 6 ei -- IN M i f41.6.23 . MAX. OVER1LL IWW t 30.75' MAX. MAX. 32.0 w EL MIN PAN 30.0' M E P WIDTH f a) hr :e e. 4 .1 (1 .,/l Aral. 1 '., fi 74 oV OVERALL WIDTH IALIMILAILILSARLIEULP FROM TT1F PITEtiOiE (OUTSWI!ViG DOORS 21.125" 1111. D.LO. 37.5' MAY. OVERALL 1410TH swat DOOR ELEWTION f--- - IDt3• tlfA.Y. OVERALL 1YOfl1 ---1 csers_ 0005 IV SILIELIIE 56111 n or 7 JMY 17e e10Fle 11 ;d4 bP1 S !HNLEY DOOR SYSTEMS 7049213478 TO 915617958417 1tf9I N WNW 1m1 . SZ9 i a = a —p -- JL I'L • ""ctil .Q"SZ AlUVi1V LO L -`i .tl I— Z` la .L1 �.- 1 P.26/21 • -- -.- -■ r, r r• r r r rr ��� 1 • ■!.JV1% J 1 J 1 CI IJ t• w=r. - 1 .-e. mulam +Mias W i rramsgrmavz 'AML 13MYd 'MN .fiL'1 MI.47 (0 U 710b1 riVZ41Y t' l?7 /21 {irk „ 4 1.. Elea Irraf..tt: • S rfa�ffJ� 2 — - r;► J r, f ...no t3 WOE ON 21.101000 01air 534121 oofl MESAS ifaoa AnMRs o• 0 0 •; •e•• •. rr .M� — w^L .=..u= — tro 0 a 'NHL 73NYd 'kfM .9 I r 5140.235 ?W $O 3 Montri r0 urJ7 Soo 8 X # 3114Yd0 9k MS.WO 12Nr d fift e 1110. 111 BM a Nis. 0 VI • 1 • U. INYO NIR .;13 •x U nmrf MR „5L•I n, 10 Mf y � 11 1K∎ ■ 111! lotZ 2- ai TZi80'd 1,Tb8S64T9ST6 01 8Lb2tZ6b0L SWRIS.kS Nnnrr )71WHIa M4 CP.TT arara7 ►cur 1.25' MIN. £U&. 1.25' 7.28' M1N. Da 97.625" MAX. OVERALL FRAME kF.rCHT 96.0' AJAX. PANEL HE1CHT 79.25' MAX. Atc. 90.0' AMX. PANEL NEIGNT 97.025' MAX. O&RALL FRAME HEIGHT :.r. MO STANLEY 0MMHG OPAQUE = 1111.1 ..9 W 9 WOO fi1i74t771. ' ti. .15" MW. C +9NIT r.1S' 1wN. £M8. 1.18' UN. 048. 1Z/60'd L1b8S6L19S16 01 8L172T2AO 1. SIJ�IRAR ?lnnrt .MAIN IC ]IJ C ?.TT 7rar77 717 Liur •J rry ioe emu i 1. eb ht< 5 I HNLLY 1)uR SYSTEMS 7049213476 T0 P.10/21 —I 25.0 na. I— PROe1.co Y Q JI G YINC OPAgUL — �I-4 8 - W00 000R w/ t w!0 5J�5 ow at Ant..411 ANCNORINC LAYOUTS & DETAILS snui z 000R SYSTEMS 7d00 UMW ROAD CHARtorrE, NC 282 PN. (70s) 421 -3470 7,875 JHN bd dOJd 11:d( FR STANLEY DOOR SYSTEMS 7049213478 TO 915617958417 P.11/21 8 April 2005 Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Re : Rolph Residence Addition 453 NE 92nd Street Miami Shores, Florida 33138 BP 04 -1640 Sir : 1) Grade beam and pilings. 2) Engineered unit masonry 3) Second floor slab 4) Roof truss installation inc /An Prin ipal. INT'L. INC. DZN ARCHITECTURE ENGINEERING CONSTRUCTION LETTER OF INTENT FOR INSPECTION SERVICES This following inspections will be provided as follows : Any questions and or comments should be directed to this office. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 4PR'1 05 /11 /06 WED 11:21 FAX 1 884 255 7746 at1R.DINO CODs COMPLIANCE Orme t CCO) PRODUCT CONTROL MOWN NOTICE OF ACCEPT ONCE (NOA) Jdi -We, 31725 H1jM ay 97 North devils. OR 97634 JEL.0-a'6N MILLNORat MtAMI.DADZ COUYry, FLORIDA METRO-ADS FLAOI.5R BUItDiNO t N WEST Pa AriLER STR1U. suite Igoe MIAMI. FLORIDA 3) 13415 j ()05) 373-2901 FAX (305) 373-3900 Scorer This NOA is being rued udder the applicable rules and regulations governing the use of corwtruotioa maseriala. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rulea and Appel Is (BORA) to be used in Miami Dade Cowry and other aaaas where allowed by the Authority Having Juriedietto , (AIQ). This NOA shall not be valid alter the expire non date stated below. The Miami-Dade County product Control Division (In Miami Dade Cant r) and/or the AH3 (in emu other thin Miami Dade County) reserve the right to have this product Or material ten ed for quality sea ssnee purposes. If this product or material fails to perform in the accepted twiner, the mans actuier will incur the expense of such testing and the A10 may immediately revoke, modify, or suapcnd the u:e of such product or material within their jiwiadiotion. BORA rescvaa the right to 6i umpteen, the if it is letert en:4i by Miami -Dade County Product Control Division that this product requires tents of the applicabk building code. This product is aegroved as dery bed herein, and his been designed to comp!, with the High Velocity Hurricane Zone of the Florida nurldin Cod, DESCRIPTION: Sake " Jdd-S loam steer W/R Ipriryg Opaa lasrine d Steel Deur N & w/e WOW APPROVAL DOCLIIEENT: Dr (wing No. 9. 2166, titled "Inswing Opaque Wood Edge Steel Door up to I07" x 6 -8 Unit", duets 1 thr n t 8 of 8, dated 11/13/01 with revision 02 dated 10122!02, prepared by R.W. Building Consultants Inc, beniaB the Miter, i -pads County Product Control Approval at.unp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Divisiett. Manx hewer RAupiG: La and Small Meek ImPact LABELING: Ear* unit shalt bear a permanent label with the manu&sctuner''e name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", ulna otherwise noted herein. RENEWAL of this NOA shall be :onsidered after ■ renewal application has bran filed and there his been no change in the applicable building a ode negatively affecting the performance of *his product. 1$R.INiATiONi of this NOA wi 1 occur after the exptmtion date or if there has been a revision or change in the materials, use. and/or manufacture If the product or mesa. Misuse of this NO 4 as an a adenenwn of any product, for sales. advertising or an /other purposes shall automatically termina•e this NOA. Failure to comply with any section of this NOA shall i e cause for termination and removal of NO.t. ADVERTISEMENT: The NOA t umber preceded by the words Miami-Dade County, Florida, and followed by the expinuion date may be displays 1 in adve tistng literature. If any portion of the NOA is displayed, then it shall be done in is entirety. INSPECTION: A copy of this entu e NOA shall be provided to the user by the , nanufsct usr or its distributors and shall be available for inspection a the job site at the request of the Building Offioial. This NOA revises NOA 0 01.1318.116 and tor» of this page 1 as well as appr oval doewnent mentioned above. The submitted documentation was n viewed by Manuel Peres, P.E. NOA No 02. 1211,10 r0 ratter Don Alegre 22, 2017 Approval Darr. laauery 16, 2113 Page tUt 001 u6 /11'08 WED 11 ;22 FAA 1 864 266 7746 JELD -WEN MILLWORK NOT[ s (For File ONLY. Not pan of NOA) A. DRAWINGS 1. Manufactt tee's die drawings and sections. 2. Drawing 14 5.2166, titled "(stewing Opaque Wood Edge Steal Door up to 107" x 6 -8 Unit ", theeta 1 through 8 of 8 dated 11/15/01 with revision #2 dated 10/22/02, prepared b i R. W, Building Consultants Inc.. B. TESTS 1. Test report: on 1) Air Infiltration Tat, per SFBC, PA 202 -94 2) Uniform Static Air Pressmen Test. Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFpC 3603,2 (b) and PA 202-94 . along with i narked -up drawings and installation diagram of DoorCratt series OXXO con figuration outewing and inswing opaque . wood edge steel door, ps+epand by Certified Teeing Laboratories, Test Retort No. CTLA•961 W, dated 10/23/02, aimed and aided by Ramesh C. Patel, P.E. 2. Teat reports on 1) Air Infiltration Test, per SFBC, 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Teat, per SFBC, I'A 202 -94 4) Large Missile Impact Test per SRI:, PA 201.94 5) Cyclic Wind Pressure Loading per. ;iFBC, PA 203 -94 6) Forced En Test, per SFBC 3603.2 (b) and PA 202 -94 along with rr asked -up drawings and installation diagram of Doo,Craf series OXXO confi;uration mowing and inswing opaque sucod edge steel door, prepared by I!ertified Testing Laboratoriea, Test Repc.at No. 11/01/01, rig sod and sealed by Ramesh C. Patel, P.E. With addendum ett dated dated April 11, 2002. (6Sa►brnlrrarrsoy approval &06) meta r !v. 0.142.16.06) C. CALCULATIONS 1. Anchor Cato !mime and structural analysis dated 12/2/02, sealed by Lyn don Schmidt, P.E. (Sajrrsltredf tali .OJ. 2 igtlod ) 2. Anchor Calculations and structural analysis dated 1 5 prepared, d sealed by Wardell Haney, P.E. • P<� .signed and Product Cow D andsmr NOA Na 13. 1231.1, to "sebe Drees AWNS 22, 2617 App ravel Date, Jaw" 16, 21103 I/I002 08:11/06 WED 11423 FAX 1 064 268 7748 S. J£LD -•WEN MILLWORK NOTICE (For ?dc ONLY. Not part of NOA) D. MATERIAL CE. ATOICATIONS 1. Notice of I No. 01"0713.0$ issued to ODL, Inc. for "HP Pcvpropylene Doorlight.►s6entbly" dated 1117/02, expiring on 1/1 7/06. L Tensile Tee t prepared by Certified Testing l,aborateriec, Test Report No. C11'LA- 69 dWA/D , 0E01013, dated May 03, 2001, tested Per ASTM ES/44370 or 8557, signed and ailed by Ramesh C. Patel, P.B. 3. Tcat report, No. 39906660.00! for "Surface bunting characteristics" E -84 and 1 elf ignition test" per ASTM 1929 p for l Aar date Apr 8, 1999, fat led by lntenek Testing Services. a core dated April 4. Test Report No. ITS - 199006660.001 Inc -. ,awed o Jell -Wen Research and prepared ev eto d by hltsrtelc Testing Services NA, samples of J aam, tested per ASTM E $444 "Sa,��t� hods fbbrSurface Burning Chu raoteristics of Building Materials" and ASTM D 1929 -91A "Steadied T ast Method for Ignition Properties ofPla•ctics "; signed and sealed by Douglas Keit Tucker, A.E. S. Notice of Ac ceptance No. 02- 0429.11 issued to Trite °y Glass International. t'or - Trinity Lite �Yame" dated 7/3/02 expiring on 7/3/0, F., STATEMENTS 1. Statement let ter of product name change, dated 12/4/(12, signed by Steve Strewn. 2. Statement let ter of lite frame revision. dated 12/09/07, signed by RW Building Consultants, Inc. signed by Rick Wright. 3. Statement let er of conformance to Code and no ftnatr :ial interest, dated 4. Statement 2, 1002, signed and sealed by Lyndon F. S+lmlidt, P.E. lots er of no financial interest, dated October 10, 2002, signed and sealed by Steve Frey. Statement lett :r n*rning Rick Wright as the contact person, dated October 10, 2002, signed l.y Steve Frey. F. OTHER 1. Notice of Ace +ptancc No. 01.12111.06, issued to Jeld -W n, Inc., for their Series "Doorcrattt" 5'8" W/E inswing Opaque Insulated Ste :1 Door w & w/o Sidelites, approved on 01/22/02 and expiring on 08/22/07, Predict Casual 1L NOA No 02.1 -19 lisplratios Data A11p1 s 22, 2007 E - 2 Aq'u'a! Dew January 1f, 2003 IQ 903 Liarrlt ¶tP Al:x4 FAA 1 054 735 7740 v rz:3 - 1w9VM 12Miw WOO 1tW . Woe 1118:3• 1741A0 x II ..CTO fa I= ICJ1 ►" • I CI CUB I-1r1013M VW * :701S •••• .009 g . 0 0 iM00A 3'es b::00 'x .C'09 1001M 111Wr3AC 1 f) D • AO I 8 • A • - 1 41 i _O !AVM' 1 t$ lie PJL![B '00 'NSRCO100 7081 KltiON CS •V• MDtH 58L►C bon c -1 .i* 7w 'N3M'al3r am* 'INS »ol rove, S• 00314 13W• 9U 130 s 'nw ..0 Ok - •o' o '01..9, rye •-••1 1 " R • s i um :11 "4 I Tv& am Om i n •i ♦I d is f yNof , JELD -WEN !MILLWORK VA C •OT WV* .;Zile 1 1®004 05/11/06 WED 11128 FAX I 854 255 7745 112 ID- WEN MI LLWORK ISOZ'ClU '1,f 'Mc 'CM o 7 KLYON AVAIMPIti MAC 'OM 'NV/211213f rr '4A3 Ml .„Cl 1 • 0 1 %HS % I .W )00383114063 ,Vi IX '011 •** „ C11 'I" 013w 'amid 1=4 libri .009 11401310 MIN VOCO 11104 „Crap 41 *ALI 11141340 'kw „arra ot.5 300 %gob 03,;1:05 WED 11:28 FAX 1 988 288 7788 leOttik 'Ng fella WO WIF100114: outION z11 A vA41401#1 Mit '3N1 7V3M-01 aJ ETA AIL= riLiir 1 7) I ,2121,L t. 1 $O3 tNSON r).410Mity KW WI 21 dfl wood VAS 3IC) ODOM IfMlettO DAWN US= )044 * LVOV 7 .,CZ • e 1 11•11 14.1. wf ISE I I V771,f TIA111 111111111■11111111, =MC 2 D 4 a ) JEW-WEN MILLWORK -28a1541: f-! 13Nrd •WI . • t e .1 o 6 FORM 600A -2001 Tested sealed ducts must be certified in this house. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: I. New construction or existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, E b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Con. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 90.0 ft b. N/A I hereby certify that the p by this calculation are in Energy Code. PREPARED BY: DATE: ROLPH RESIDENCE ADDITION 453 NE 92ND STREET MIAMI SHORES, FL MR.& MRS.RCLPH South Glass/Floor Area: 0.36 Total as -built points: 11455 Total base points: 12990 a I hereby certify that this buildin compliance with the Florida OWNER/AGENT. DATE: and plia specifications covered h the Florida sd c Addition Single family — 1 1 No 837 ft 0.0 ft 0.0 ft 300.0 ft 0.0 ft p) ft — R =30.0, 837.0 ft b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A EnergyGauge® (Version: FLRCSB v3.21) Builder: OWNER Permitting Office: N.MIAMI BEACH Permit Number: Jurisdiction Number: c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip Cap: 10.0 kBtu/hr COP: 1.00 Cap: 60.0 kBtu/hr SEER: 12.00 Cap: 40.0 gallons _ EF: 0.90 PT, CF, FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugee DCA Form 600A -2001 EnergyGaugeVFIaRES2001 FLRCSB v3.21 BASE , AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 837.0 32.50 4896.5 Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: N 5.0 10.0 E 5.0 10.0 S 5.0 10.0 W 1.5 8.5 8.0 27.68 0.84 80.0 61.31 0.74 120.0 52.00 0.67 92.0 54.85 0.97 300.0 185.3 3629.9 4199.3 4877.0 12891.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 979.0 2.70 2643.3 979.0 2643.3 Concrete, Int Insul, Exterior As -Built Total: 5.0 979.0 2.00 979.0 1958.0 1958.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 84.0 6.40 537.6 84.0 537.6 Exterior Wood As -Butit Total: 84.0 9.40 84.0 789.6 789.6 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 837.0 2.80 2343.6 837.0 2343.6 Under Attic As.BuHt Total: 30.0 837.0 2.771 1.00 837.0 2318.5 2318.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 126.0(p) -20.0 - 2520.0 Raised 0.0 0.00 0.0 Base Total: - 2520.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 126.0(p -20.00 126.0 - 2520.0 - 2520.0 INFILTRATION Area X BSPM = Points i Area X SPM = Points 837.0 18.79 15727.2 837.0 18.79 15727.2 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugee DCA Form 600A -2001 EnergyGaugeVFIaRES2001 FLRCSB v3.21 BASE AS -BUILT Summer Base Points: 23628.2 Summer As -Built Points: 31164.8 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 23628.2 0.4266 10079.8 31164.8 1.000 (1.004 x 1.000 x 0.90) 0.284 0.902 31164.8 1.00 0.904 0.284 0.902 7222.1 7222.1 FORM 600A -2001 Tested sealed ducts must be certified in this house. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.21 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: i EnergyGauge® DCA Form 600A -2001 EnergyGaugee /FIaRES'2001 FLRCSB v3.21 BASE 1 AS -BUILT - GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 837.0 2.36 355.6 Single, Tint Single, Tint Single, Tint Single, Tint As -Built Total: N 5.0 10.0 8.0 4.98 0.98 E 5.0 10.0 80.0 3.99 1.05 S 5.0 10.0 120.0 3.80 1.13 W 1.5 8.5 92.0 4.60 1.00 300.0 39.1 334.7 516.4 422.2 1312.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 979.0 0.60 587.4 979.0 687.4 Concrete, Int Insul, Exterior As - Built Total: 5.0 979.0 0.90 979.0 881.1 881.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 84.0 1.80 151.2 84.0 151.2 Exterior Wood As -Built Total: 84.0 2.80 84.0 235.2 235.2 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 837.0 0.10 83.7 837.0 83.7 Under Attic As -BuIIt Total: 30.0 837.0 0.10 X 1.00 837.0 83.7 83.7 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 126.0(p) -2.1 -284.6 0.0 0.00 0.0 -264.6 Slab -On -Grade Edge Insulation As - Built Total: 0.0 126.0(p -2.10 126.0 -264.6 -264.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 837.0 -0.06 -50.2 837.0 -0.06 -50.2 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: i EnergyGauge® DCA Form 600A -2001 EnergyGaugee /FIaRES'2001 FLRCSB v3.21 BASE AS -BUILT Winter Base Points: 863.0 Winter As -Built Points: 2197.5 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 863.0 0.6274 541.5 2197.5 1.000 (1.009 x 1.000 x 0.91) 1.000 0.950 2197.5 1.00 0.918 1.000 0.950 1916.9 1916.9 FORM 600A -2001 Tested sealed ducts must be certified in this house. WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: - EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCSB v3.21 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 AS -BUILT 1 1.00 2316.36 1.00 2316.4 2316.4 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 10080 541 2369 12990 7222 1917 2316 11455 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 40.0 0.90 As -Bullt Total: 1 1.00 2316.36 1.00 2316.4 2316.4 FORM 600A -2001 Tested sealed ducts must be certified in this house. WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: -� PASS EnergyGaugem DCA Form 600A -2001 - EnergyGauge® /FIaRES'2001 FLRCSB v3.21 6A -21 INFILTRATION REDUCTION GUMrLIAN':t t.nt'.nt -w r _ __ -. CHECK vf W SECTION I REQUIREMENTS FOR EACH PRACTICE SECTION COMPONENTS Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding Nall; foundation & wall sole or sill plate; joints between exterior wall panels at c utility penetrations; between wall panels & top /bottom plates; between walls and EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. _ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from space, tested. conditioned V Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. - Multi -story Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. v / 604.1, 602.1 6A -22 OTHER PRESCRIPTIVE MEASURES (must De met or exceeuou uy au IWa11Y...ww•r COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. ✓' Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. /'"/ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. y ,,,,rrrr���� HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. ✓ Insulation 604.1, 602.1 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 1 ADDRESS: 453 NE 92ND STREET, MIAMI SHORES, FL, PERMIT #: EnergyGauge DCA Form 600A -2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.21 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Permit Issue Date: 12/22/2005 Expires: 09/30/2006 Owner's Name: RODNEY & FRANCES ROLPH Permit Type: Imported Permit Work Classification: Addition /Alteration Job Address: 453 92 Street NE Contractor(s) ATRIUM CONSTRUCTION GROUP Phone Primary Contractor Yes Comments: SUBMIT PLANS FOR ADDITION AND ALTERATIONS OF RESIDENCE. (NEW MASTER BEDROOM AND BATHROOM) Additional Information Perm Type: Building Alpha Two: ADDITION Alpha Four: ADDITION AND INTERIOR REI Alpha Five: RESIDENTIAL Alpha Six: SINGLE FAM Pay Date: 8/5/2005 Pay Amount: 85 Pay Comments: PD BY CREDIT CARD Bond Return : In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Building Fee CCF Education Fee Miscellaneous Miscellaneous Notary Fee Structural Fee Structural Fee Structural Fee Structural Fee Structural Fee Submittal Fee Techonology Fee Zoning Review Total: - - Amount $3,000.00 $60.00 $20.00 $35.00 $35.00 $5.00 $50.00 $50.00 $50.00 $50.00 $50.00 ($250.00) $75.00 $40.00 $3,270.00 Applicant Copy Parcel #: Block: Section: Total Square Feet: 0 Total Valuation: $ 100,000.00 Required Inspections Slab Slab NEW CONSTRUCTION NEW CONSTRUCTION Deck Tie Beam Bond Beam Invoice Number imp -12 -05 -23214 imp -12 -05 -23215 imp -12 -05 -23216 Total: Amt Due $3,150.00 $85.00 $35.00 Amt Paid $3,150.00 $85.00 36 CID $3,235.00 DEC 22 PAD Permit Status: APPROVED Permit Number: BP2004 -1640 Phone: (305)762 -6756 1132060140260 Lot: PB: additional restrictions applicable to this property that may be found in the public records of this county. ,,,00 :00. 14)0 SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) j# trusses] SP/DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Top chorde that are laterally braced can buckle tog ether and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling. are attached to the topside of the top chord. Up 10 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMU PITCH DIFFERENCE 2.5 3.0 3.0 TOP CHOR LATERAL BRACE SPACING(LBS) 7 ' 6' 5' TOP, CHORD y DIAGONAL BRAC ' SPACING (DBS) (# trus SP /DF' 17 9 5 SPF /HF 12 6 3 See a registered professional engineer Continuous Top Chord Lateral Brace - Required 10' or Greater c c 12 d or greater DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. ARNING: Failure to follow..these,recommendations could result.In evere personal Injury or;datnagetotrusses or butldings;�,,� fs3 SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 12 5 I -- SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace Required PITCHED TRUSS Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when put line are attached to the topside of the lop chord. SCISSORS TRUSS • • • • • • • • • • • •• • • •• • • •• • • • • • • • • •••• • •••• • • • • •• • • • • • • •••• •• •. • • • • • • •••e • • • • • • •••• • • • • • • • ••• • • •• • • • Tag Line 110Mir Spreader Bar Spreader Bar A WARNING: Do not attach cables, chains, or hooks to the web members. or less 1 1 Approximately 1 /3 truss length i I Approximately 1 /2 truss length Truss spans less than 30'. Approximately 1/210 i truss len th Less than or equal to 60' Toe In ... • Tag Line Toe In Tag Line Approximately ' /210 %truss length Less than or equal to 60' Tag Line GROUND BRACING:BUILDING INTERIOR MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Tag Line At or above mid- height CAUTION: c rquipd bracing required for all installations. Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line Strongback/ SpreaderBar MEIRIEI / Approxima ely 1/4 to 35 truss length S Ilt� AIWAI►V.1.��� 11%14 ��W\ _ Approximately v, to �/, truss length 1 0' Strongback/ SpreaderBar Greater than 60' Gr eater than 60' End Well 5 GROUND.BRACING: BUILDING EXTERIOR 10' CAUTION: Temporary ",bracing shown in this;summary ,sheet le adequate for the installation. of . • trusses with similar:' configurations' Consult a registered, professional engineer if • a different !tz. bracing arrangement is desired = The engineer:. may: design bracing in•accordance;.with .TPI's Recommended Design Specification for of Metal Plate Connected Wood Trusses, DSB -89, and in some cases 'determine ' that a wider spacing is possible. Typical vertical attachment /. A i ,1 • 10' I Strut (ST) )/ / Typical horizontal tie member with multiple stake. (HT) ace (EB) rues of b oup of true. PRODUCT CODE STEEL GAUGE DIMENSIONS IV rASTENER SCHEDULE ALLOWABLE LOA ES (Ibs. v V H H 0 A HEADER JOIST DOWN jr UPLIFT JL24 • 20 1 9/16 100 at 1 1 / 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 480 N/A -1L26 • 20 1 9/16 4 3/4 1 1/2 15/16 (6) 10d (4) 8d x 1 1/2 670 N/A J-28 ' 20 1 9/16 6 3/8 1 1/2 15/16 (101 IDd (6) Od x 1 1/2 1120 75D JL210 ' ED • 1 9/16 8 1/4 1 1/2 15/16 (14) 10d (8) 8d x 11/2 1560 • 995 JL262 • 18 3 1/16 5 2 1 1/4 (8) 16d (4) 8e1 L075 N/A JL21112 18 • 3 1 /16 7 2 1 1/4 (12) 1Gd (6) 8d 1610 800 JL2102 1 le 3 1/16 8 2 1 I/O (:4) :6d (8) 8d , 1880 107D PRODUCT • CODe' •• STEEL GAUGE DIMCNSIONS (in.) FASTENER SCHEDULE A'-LOVABLE LADS (.bs.) V H D A HEADER t ,JOIST COVN UPLIFT jr 16 • :1 vA6i5 )/• ' 1 7/8 1 3/16 (6) 16d 1(6) 100 at 1 1 / 805 N/A • o • • • • • • 1 KM•••cut rpquMpd on en* of joist to ochlere atlo•ob.e. !Dade. • • • 2 •Mlnlnun•hea tle ,,, t>+tCkr•55 5ha1 be 2 Inches rD` 16d Hall s. 3 /111E•dleto DOVE lo•d Lilted i8 at 103% Duration of Load. 4 UpPtift Lodi 11111.41110 Sr ` N/A had upllrt capacity less than the reputred 700 pounds. 5 SK 126 Is skewed RI i or Lore 0000 •• • • • • • • �-i♦ --1 •• • • 0000• o •••••• • • • •••••• 0000• • • •000 • • •0000• • • •0000• • .• •••••• • •0000• • • • •• • • • • • • • • • •0••• • • TYPICAL Sk1261- INSTALLATION TYPICAL J:26 -2 INSTALLATION SKH26L 1 Mininun header thickness Shot be 1 3/4 Inches for Od nails and 2 IrChos For IGd nails.' 2 Allowable DUVN toad 1 seed Is at 100? Duration or Lood 3 UptIft Loads DSted os N/A had uplift CapoCity 1555 :hon the required 700 pounds. JL26 -2 GENERAL NOTES 1) STEEL SHALL CONrORM TO ASTH A653, STRUCTURAL GRADE 33; U.O.N. AND A MINIMUM GALVANIZED COATING OF G -6D 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8 A SHORT TERM DURATION FACTOR OF 337. r3R v1AD 1.3.8 CONDITION. ND FURTHER INCREASE ALLOVER 4 ) ALLOWABLE DOWN LOADS ARC NOT INCREASED BY ST-5RT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G• 0.55 OR BETTER> 1 TEST DERrORM IN ACCORDANCE VITH 4STM 01761 UNITED STEEL PRODUCTS CO 703 RDGERS DRIVE M3NTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATEt _PDG2PLW_ DRAWING NUMBER! 11J6 {,743 /�5J( /JL SHEET NUMBER _g_q'_g__ r: r ) :11.2001 y - 0/-0327.04 THCMAS A. KOLDEN, P.E. CIVIL NUMBER FL1150899 PRODUCT CODE STEEL GAU',E DIMENSIONS (in.) DIMENSIONS ('n.) FASTENER SCHEDULE ALLOWABLE LOADS Cibs.) v V H H 0 A I•IEA0E2 JOIST DOWN UPLIFT HJC26' 12 • 5 7/8 5 3/8 3 1/4 1 3/4 (16) 16d C12) I3d • 2245 • • 1553 • , HJC28 • 12 . 5 7/8' 6 3/4 • 3 1/4' 1 3/4 (20) l6d (14) %0d 2805 • I 2015 • 1 PRODUCT CODE STEEL GAUGE DIMENSIONS (in.) FASTENER SCHEDULE ALLOWABLE LOA0S cum) v H 0 A HEADER JOIST DOWN UPLIFT JUS24• 18 • I 9/16 3 1/8 • 1 3/4 1 C4) lOd • (2) lCd 645 • N/A MMINII JUS26 18 • 1 9/16 4 13/16 1 3/4 t . (•) Lod ' C4) lad • 840 ' 060 • J•JS88 • 19 , l 9/16• 6 11/16' 1 3/4 1 • (6) 1Cd• C4) 1Od 1065 ' 860 • JUS210 • 18 / 1 9/16' 7 13/16 1 3/4 1 • (8) l0d• C4) 10d 1290 ' 860 . 1 Published load Is for total of hip at 45 degrees and jock at 90 degrees connlned•• 2 MIMrun header thickness shot' be 2 inches for I60 nails. . 3 Ailo,able DOWN load listed 's at ICO% Duration of Loao. • TYPICAL. HJC INSTALLATION TYPICAL JUS INSTALLATION 1 1 Soecified Joist nails shall be nstolled at 30 to 45 degrees hornontally such that they penetrate through the end of the joist and Into 'he header. 2 Minima header thickness shall be 1 3/4 Inches For Od nails. • 3 Allors'ol• DOWN lood listed Is at 1OOX Duration of Load. . 4 Uplift Loads listed as N/A had uplift ccOadty less than the required 70C pounds. GENERAL NOTES 1) STEEL SHALL CONFORM "0 ASTM A653. STRLC'URAL GRAD= 33; UCH. • AND A MINIML•4 GALVANIZED COATING Or C-60 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OT- ERVISE NOTED• 3) ALLOWABLE UPLIFT LOADS NAVE BEEN INCREASED 8 A SHORT TERM DURATICN FACTOR Cr 33% FOR V :NO LOAD CO`IDIT :O:. NO FURTHER INCREASE ALLOWED. 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION'' FACTOR 5) ALLOWABLE LOADS ARE BASED CN THE NATIONAL DESIGN SPECIFICATIONS FOR v000 CONSTRUCTION 1991 EOITICN 1. 1993 ERRATA, FCR SOUTERN YELLOW PINE CO. 0.55 OR BETTER) 1. TEST PERFORM IN ACCORDANCE WITH ASTM 01761 UNITED STEEL PRODUCTS C0 • 703 ROGERS DRIVE • MONTGOMERY MN 56069 •• FACE MOUNT �( JOIST HANGERS • DATE: _ 02?-29L41— • DRAW INC NUMBER: H C/Jy /JL SHEE- NUMBER: —I-Rif-A-- • • • • • � •• •':' : • •••••• • •••••• • ••• •••. • • • • MAY 1). 2001 may' •••••• • • • • • 000000 • • • •••••• • • • • • ., „1'• •••• •.3:1• 00000 • • • • •.••• THOMAS A.•KOLIDEN, P.E. CIVIL NUMBER FL050899 STOCK NO. STEEL GAUGE DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' Joist F„ = 460 psi F = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% SKH 24 16 1 .3'/. 1% 4 - 16d 4 - 10d x 1Y2 510 510 510 510 510 510 505 565 SKH 26 16 1 51/4 1% 6 16d 6 - 10d x 1'/2 i 810 890 890 810 890 890 760 910 SKIT 28 16 1 71/4 1% 10 - 16d 8 - 10d x 1% 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 1 91/4 1% 14 - 16d 10 - 10d x 11/2 1790 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 3 4% 1 6 - 16d 6 - 10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 3 61 1 10 - 16d 8 - 10d 1350 1555 1690 1350 1555 1690 1205 1360 SKH 210-2 16 31/76 81/2 1 14 - 16d 10 - 10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 -2 16 3 101/2 1% 16 - 16d 10 - 10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 2 4% 1% 6 - 16d 6 - 10d x 1'/2 810 930 1015 810 930 1015 760 910 SKH 38 16 2 6% 1% 10 - 16d 8 - 10d x 1'% 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 2 8 1 14 - 16d 10 - 10d x 1% 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 2 10% 1% 16 - 16d 10 - 10d x 1% 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 1 91/4 1% 14 - 10d 10 - 10d x 1%2 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 1 11 1% 16 - 10d 10 - 10d x 1%2 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1520 -2 16 • 3 8 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3 10 '/2 1% 16 - 10d 10 - 10d x 1%2 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1"/ 9 1% 14 - 10d 10 - 10d x 1% 1340 1340 1340 1340 1340 1340 1265 91 SKH 1624 16 1 11 1 16 - 10d 10 - 10d x 1% 1810 1990 1990 1810 1990 1990 - 265 .1520 SKH 1720 16 1 9% 1% 14 - 10d 10 - 10d x 1%2 1580 1820 1980 1580 1820 1950. • *265 • 1525 SKH 1724 16 1 11% 1% 16 - 10d 10 - 10d x 1% 18.10 2080 2260 I 1810 2080 22eIC • • f265 • 152Q SKH 2020 16 2 9 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 ;1526 SKH 2024 16 2 11 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260. •.1Q65 :1 VC 4 , SKH 2320 16 2% 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980• • 1265 ?520 SKH 2324 16 2 10% 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 226® • 1 ;65 15213. SKH 2520 16 2 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 *265 1520 SKH 2524 16 2 10% 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 • 1255 AID 29 SKH 2620 16 2 8 1% 14 - 10d 10 - 10d x 1'/2 1580 1820 1980 1580 1820 1980 1265 1520 SKH 2624 16 2 10 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 TABLE 7 - SKH SERIES 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. Table 7 continued on next page. . ••.• ▪ • • o • • M' . g •.. • c• m • O • aZ•• • • m . 0 z 0 z rn co This safety alert symbol Is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result In personal Injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor, Is ad- • vised to obtain and read the entire booklet ',Coal!. - mentary and Recommendations for Handling, In,- • stalling & Bracing Metal Plate Connected Wood. Trusses, HIB -91 • from the Truss Plate Institute. 8' -10' .. .•• • • • • • •• ..•••••• Trusses storedhorligntelt $hputd6e'sup- ported on blopjdng,tp pjl}visat eicoaeseive lateral bending and lessen moisture gain. .•. ••. A WARNIN4 iN riot,bidak liandirltg until installa- tion begiupr9Vt burklied *russes•by the bands. .•. •••••.• • WARNING: bo npt uge naried:trusses. • • • • • • • • • • • •• • •• • • .••• •• •• ... _ • A TRUSS STORAGE t r : CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result In serious personal Injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrlo Cr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthe wood truss industry, but must, due to the nature of responsib lities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers. and others. Copyright a by Truss Plate Institute, Inc. All rights reserved, This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed In the United States of America. • CAUTION : All temporary bracing should be no less than 2x4 grade, marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. 'All multi -ply trusses should be connected together In accor- dance with design drawings prior to installation. Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. ® DANGER: Walking on trusses which are lying flat Is extremely dangerous and should be strictly prohibited. United Steel Products Company. ACCEPTANCE NO: 01- 0327.04 1. SCOPE 1.1 'Phis renews the Notice of Acceptance No. 97- 1215.07, which was issued on 06/04/98. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County. For the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. HJC /JUS /SKH /JL, sheet 1 and 2 of 2, titled "Face Mount Joist Hangers ", prepared by United Steel Products Company, dated 03/20/01 with no revisions. The drawings shall bear the Miami-Dade County Pioduct Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or Icss. 3.2 . Allowable loads are based on testing per ASTM D176I and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 ... The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Mianti -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Applicatic•n for Building Permit shall be accompanied by copies oldie following: 6.1.1 Tins Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance. clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. .. ... • • • • • • • • • • • • . . .. . • • • • .• • • .. . ..• ... • • • • • • • • • • • • • • • • • .. • • • •• • • • • • • • • • • • . • • • • .. . • • • APPROVED: HAY 3 1 2001 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • • . • • • . • • 0 00 . ' • • Product Control Division • • Candido Font, PE, Sr. Product Control Examiner United Steel Products Company ACCEPTANCE NO.: 01- 0327.04 APPROVED: M A 3 1 2001 EXi'IRES: 06/04/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal or tl:i:: Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test- supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miatni -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product i (to longer the smut product (identical) as the one originally approved; c) I f the Acceptt,nee holder has not complied with all the requirements of this acceptance, including the correct. installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or tnanufacture of the product or process shall atttomatica'ly be cause for tern it:ation of this Acceptance, unless prior.written.approval has been requested (through the filing of a revision apple. a lion with appropriate fee) and granted by this office. S. Any of the fotic.,win shall also be grounds fir removal of this Acccptancc: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement ofa any product, for sales. advertising or any other purpose. 6. The Notice of Acccptancc number preceded by the words Miami-Dade County, Florida, and followed by the expiration date: may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer cr its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. . •.• • • • • • • • • • • • • • • • • •. •.. • •• •• • • • • • • • • • • . • • • •• • • •• • • • • • • • .•. • • • • ••. • • .. . • • • • • • • • ••• • • • • • • • • • 1111 • • • • • • • • • • • • ... • • •.. • • • END OI'THIS ACCEPTArNCE 3 Candido Font, P13, Sr. Product Control Examiner Product Control Division • • • • .. • • • • • • .00C •••• • • • • • • .. .. •••• • • •••• • • . •••• • • .. • • • .. • .. • • • • • • • • STOCK NO. STEEL GAUGE DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) Header' Joist F = 460 psi F„ = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% SKH 24 16 1 •3% 1% 4 - 16d 4 - 10d x 1% 510 510 510 510 510 510 505 565 SKH 26 16 1 5'/4 1% 6 - 16d 6 - 10d x 1% 810 890 890 810 890 890 760 910 SKH 28 16 1 7% 1% 10 - 16d 8 - 10d x 1% 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 1 9% 1% 14 - 16d 10 - 10d x 1% 1790 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 3'/ 4% 1 6 - 16d 6 - 10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 3 6% 1% 10 - 16d 8 - 10d 1350 1555 1690 1350 1555 1690 1205 1360 SKH 210 -2 16 3 8% 1 3 /8 14 - 16d 10 - 10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 -2 16 3'/ 10'% 1 16 - 16d 10 - 10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 2 4% 1 6 - 16d 6 - 10d x 1% 810 930 1015 810 930 1015 760 910 SKH 38 16 2 6% 1 10 - 16d 8 - 10d x 1% 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 2 8% 1 14 - 16d 10 - 10d x 1'% 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 2 10% 1 16 - 16d 10 - 10d x 1'% 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 1 91/4 1% 14 - 10d 10 - 10d x 1'% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 1 11% 1% 16 - 10d 10 - 10d x 1% 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1520 -? 16 • 3 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3 10% 1% , 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1 9 1% 14 - 10d 10 - 10d x 1% 1340 1340 1340 1340 1340 1340 1265 •01612E1• SKH 1624 16 1 11 1% 16 - 10d 10 - 10d x 1% 1810 1990 1990 1810 1990 1990. l 1265 ,•1520__ SKH 1720 16 113 /16 9% 1% 14 - 10d 10 - 10d x 1'% 1580 1820 1980 1580 1820 196 ...1265 • 1526 SKH 1724 16 1 11'/8 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2201? • • • ?265 152Q SKH 2020 16 2 9 1'/8 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 •••. 1980 • • • 1265 . 152r SKH 2024 16 2 11 1% 16 - 10d 10 - 10d x 1'% 1810 2080 2260 1810 2080 224.' ••1165 11F:21. SKH 2320 16 2% 8'/e 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980• • 1265 1520 SKH 2324 16 2 10'/8 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2269 •1 ;65 1:,21). SKH 2520 16 2 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 198Q 1265 1520 SKH 2524 16 2 10% 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 • • 1255 412; SKH 2620 16 2 8'/ 1% 14 - 10d 10 - 10d x 1'% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 2624 16 2"/ 10 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 TABLE 7 - SKH SERIES 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. Table 7 continued on next page. • •••• .• • •••• • d • • .... • o • . �.. • • hf• .. g••• c• m • •• 0 7J • m 0 a z 0 z m co •• • • • • •• • • ••• • • • • • • •••• 0 • • •••• • • • •• •• • • • •••• • • •• • • • • • •••• • • . •••• • • •• • • • •• • • • . • • • • • PRODUCT CODE STEEL GAUGE DIMENSIONS <in.) DIMENSIONS Cn.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) ALLOWABLE LOADS fibs.) V 0 H HEADER 0 A HEADE7 JOIST DOWN UPLIFT HJC26 • 12 • 5 7/9 5 3/8 3 1/4 1 3/4 (16) 16d 412) 104 ' 2249 ' ! 1553 • HJC28' 12 ' 5 7/8' 6 3/4 • 3 1/4' I 3/4 423) ISd 414) IDd 04) 2805 • 1 2015 • i PRODUCT CODE STEEL GAUGE DIMENSIONS <in.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) V H 0 A HEADER JOIST DOWN UPLIFT JUS24. 18 • 1 9/16 3 1/8 • 1 3/4 1 (4) IOd• <2) 104 • 645 • N/A ' JUS26 19 • 1 9/16 4 13/16 1 3/4 1 • 44) 10d • 04) lad 840 ' 060 • JUS28 • 19 • 1 9/16. 6 11/16 t 3/4 1 • (6) led' C41 l0d 1065 • 860 • JUS210 • I9 r 1 9/16' 7 13/16 1 3/4 1 • (8) lad• (4) lad 1290 ' 860 " 1 Published load 15 for tote'. of hip at 45 degrees and Jock at 90 degrees conhtned.• 2 Minir•un header thickness shot be 2 Inches for 16d nods. 3 Allowable DOWN load listed is at 1COZ Duration of L000. • TYPICAL HJC INSTALLATION 1 Specified Joist nails shall be nstalled at 30 to 45 degrees horitontaity such that they " Penetrate through the end of the _foist and Into he header. 2 Minimum header thickness shall be 1 3/4 Inches or IDd nails. ' 3 All/arable DOWN toed listed is at IOOX Duration of Lood. - 4 Up1IFt Loads Ilsted as N/A had uplift capacity leSS than the required 700 pounds. TYPICAL JUS INSTALLAT_ON GENERAL, NOTES 1) STEEL SHALL CCNFORM 'O ASTM A653, STRLC7U4AL GRAD= 33; U.CN. • AND A MINIMUM GALVANIZED COATIN;, OF 0-60 23 FASTENERS ARE COMNON WIRE NAILS UNLESS (3T NOTED.' 3 ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 3 A SHORT TERM DURATION FACTOR CF 33% FOR WIND LOAD CD NO FURTHER INCREASE ALLOWED.• 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED 8Y SHORT TERN DURATION: FAC TOR • 5) ALLOWABLE LOADS ARE BASED CN THE NATIONAL DESIGN SPECIFICATIONS FOR 4'000 CONSTRUCTION 1991 EDITION ` 1993 ERRATA, FCR SOUTHERN YELLOW PINE (6. 055 CR BETTER) 6 TEST PERFQRN IN ACCORDANCE 511TH ASTM 01761 UNITED STEEL PRODUCTS CO • 703 ROGERS DRIVE • N.GNTGONERY MN 56069 FACE MOUNT •• •C JOIST HANGERS DAT_t _ 03CL41_ DRAWING NUMBER H,JC /J S /sn-1/JL SHEET NUMBER • • • • •• •e:• •••••• • •• • ••• •••• ' •• • • • • MAY ..3 L\ 2001 . . e • • — • • • • • r 61- .032 • 0000 • • • 000000 -of • r • • • •••••• U • • . 00:0 2 ° �C • 0,0 1 • • ••• • • • • • THOMAS A,• KOLJEN, P.E. CIVIL NUMBER rL1450899 • . • • • • • • • • • • • • • • • •• • • • •• • • • • • •••• • •••• •• • • • • • • •••• •• •• • • • • • • • •••e a • • • • •••• • • • • • • ••• • • •• • • • MIA MIOAOE MIS PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) (Montgomery ,MN 56069 The expense of such testing will be incurred by the manufacturer. A1'PROVEIk•OLt3:I /0121 • • • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • •• •• • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • i1s04500011pc200011 [emplaeeslnocice acceptance corer page.doc •• • • • • ••• • • Internet mail address: po�lrnCls�er (1�bu�dingeodeonline.conl • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • r7 ✓a. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE lull 1 -UADIi FLAGLER BUILDING 14I() WEST FLAGl.1'sR S'I'RIirr. sum 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACI LICENSING SECTION (305) 375-2527 FAX (305)375 -255s CON17t\C.l•OIc ENPOR(:E:%1EN1' DIVISION (3(15) 375 - 2966 FAX (305) 375-2905 1'It0I)0(71' CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building, Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0327.04 EXPIRES: 06/04/2006 Raul Rodriguez. Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND Cf1NERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set Iorth above. Francisco J. Quintana, R.A. Director IMianli -Dade County Building Code Compliance Office Honlepage: http : / /www.buillingcodconlinc.conl • • • • •• • • ••• • • • • • • • • • •• •• • • •••• • • o•o• • • • • • •••• • • • • •• • • • • •••• • • • •••• • • • • • • • • • •• • • • • •• • •• • • • • • • Stock No. 1) a Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Plate Stud F1 F2 Uplift 133% 160% 133% 160% 133% 160% HCPLL 20 1-1/2 6 (4)6d (4)6d (4)6d' 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 HCPLR 20 1-1/2 6 (4)6d (4)6d (4)6d' 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 Page 7 of 10 • • • • • • • • • -• Notes: 1, 2, 6, 8 'Applies to stud application. •• ••• • • • •• ••• •• • • ••• • • • • H • • • •• ••• ••• • • •• • • • a. • • • • Table 3 — HCPL Series Figure 3 — HCPL Hurricane /Seismic Anchors •• HCPL(L) shown (HCPL(R) opposite bend) • • • ••• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • • • National Evaluation Report No. NER -510 • • • • • • • • • . • • • • .. • • • • .. • • • •••• • •••• • • .. • • • • •••• .. .. • • • • • • • • • • • • •••• • • • • • • • ... • • .. Page 4 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content Tess than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire - retardant treatment and preservative treatment. 7.3 Allowable Toads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. • • ••• • • • • • • • 4.3 Test load producing 1/8 -inch deflection. • 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building • • • • • • . • Code and Standard Building Code, and a 60 percent increase for compliance with-the • • • • • • BOCA National Building Code for wind or seismic load conditions. When using products Re- Issued &by 172b03 • in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of • • • • ••• • • • • .section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is • • • • • • loermitted. • • ..• • • • • • • • t4 • • • 6. ;Allowable loads are beyond the scope of this report for conditions where permanent load back to the nits page •• • vtijustment factor, 0.90, controls. • • • • 7. 'connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. • • • • • • • •. • • 8 Allowab eaoads arre r for the number of fas eners in the table installed in each • specified • • • • • • • • • • • • • • • end of the straps. • • • .• •. • •• .• • • :• •. • 3 .0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable alternates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTM, and the 1998 International One and Two Family Dwelling Code subject to the following conditions: •• • • • • •• • • ••• • • • • • •••• • • • • •••• • • • • •• •• •••• • • • • • • • • • • • • • • •••• • • • •••• • • • •• • • • • •• • • . •• • . . • • Page 3 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright©, 2003 NES Product Evaluation Listing 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED 7.0 CONDITIONS OF USE Re- Issued May 1, 2003_ • • • ••• • back to the NES home page The connected wood member shall be designed for the design Toads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or Tess and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, C specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All. devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be Tess than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The . manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design loads shall be reduced 10 percent for design Toad durations longer than 10 years. The resulting allowable design Toad after adjustment shall not exceed the maximum design Toad shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. ••• ••• ▪ : Z.2'.ltptrtedf Load Tests, prepared by ATEC Associates, Inc. for the following •• •• •• • • Jlhers and timber connector devices: CLPBF (Report No. 8555 dated • • • ••• llpvrnl er 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L • • •• • e. (Repeat No..9805 dated October 21, 1993); HCPEL (Report No. 4996 dated • • ' • • :. : July e9, :991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 • : • (ReDog NQ,9803 dated October 18, 1993); HCPRS (Report No. 7503 dated • • June•17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; ••• • • • • • :n d Report No. 7503 dated June 17, 1992). 9 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the followin • • • • • ppist• hangers and timber connector devices: CPC44 (Report No. 94- • • : :•: D036/6211 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated • •• •• • • • •• •• ••• • • • • ••• • • • •• • • • • • •• • • ••• • • • • • • • • • •• •• • • • •• • • • • •••• • • •••• •••• • • 0 • • •• • • • •• • • • • • .• • • •••• • • • •••• • • • • • . •• Page 2 of 10 National Evaluation Report No. NER -510 NES Product Evaluation Listing 1.0 SUBJECT NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.0 DESCRIPTION 4.0 INSTALLATION 5 .0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED .0 CONDITIONS OF USE •• • • •• Re- Issued May 1, 2003 : • • : • • 1.0 .•. • back to the NES home page :' • • • •.. • • • • • •• • • •. • ••• •• r • • • • . ••. . ••• • • ••• • • • • • •• .• • • ••• • • • SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable Toads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable Toads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a %- inch - diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. • . s z :DBsti1 : • : • ••• • •tfhe•clesrgn of It a connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: •• •••• • ••• ••• • • Iepsifest IQad that causes 1/8 inch (3.18 mm) deflection. :•IoweNtItirrlite test Toad with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood •€or based on wood with a specific gravity of 0.55. • • • • • • • • • .• •• •• • • • • • • • • • • • • • ••• •••• • • • • •••• • .. ••• • • • .. • • •• • • • • .. • • • • •• • •• • • • • • • • . • • •••• • • • AI National Evaluation Service, Inc. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 info aaUSPconnectors.com www.USPconnectors.com 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 220413401 Phone: 703 /931 - 2187 www.nateval.org Fax: 703/931 - 6505 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 - 3401 Phone: 703 /931 -2187 www.nateval.org Fax: 703/931 -6505 NATIONAL EVALUATION REPORT Report No. NER -510 • .•• • • • • • •• • • • • • • • • • Re- Issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: USP LUMBER CONNECTORS Page 1 of 10 • • •• • •• ••• ••• • • • 1 • • • • �op� ightt 2003 Alatio y al Evaluation Service, Inc. • • • • • •• • • 01 INTERNATIONAL CODE COUNCIL ••• • • • • • This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, ••• ••• • • either expressed or implied, as to my indh • c • c • Iiet•�nat�er invhis report or as to any product covered by this repot?. This disclaimer includes, but is not limited to, me � i biii por Aso subject 10 the limitation listed herein. • .. • • • • .. • • ... • • • • • • • • • • •• .. • • • .. • • • .... • • .... • .... • • • • • .. • • • .. • • • •, • • • •••• • • • .... • • • January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE: (954) 600 -7123 • FAX (305) 512 -9 • E -MAIL ILTER @ISELL.SOUTH.NET Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing: 2' - 0" o.c. • , Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, .10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Bott. Ch. Connection (2). 16d Toe -nails (2). 16d Toe -nails Top Chord Reaction Gravit U.lift 45# 77# 225# 331# (2), 16d Toe -nails (2), 16d Toe -nails (2). 16d Toe -nails (2). 16d Toe -nails Mark Span Bottom Chord Top Chord Reaction Connection (3), 16d Toe -nails J7 7' - 0" 315# 395# 70# Hurricane Clip 4141 4141. 00 I you have any questions regarai . th s . . tt r lease do not hesitate to call. • •• • • • • ••• • Sincerely, 4141 4141. •• • • • .. 9 John A. Ilter, J.E. ' • • • FL Reg Eng. No 36205 • • •• ••. ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • - • • • 000 • • • • 0 41 0 • • • • • • • • • • • • • • 000 • • • • • • • • . • • • • • 00 •• • • • 10 0• 000 • • • 0 00 • • • • • .. • • ••• • • • • • . •••• • • • •••• • • • • • • • ••• • • • • • .. •••• • • • •••• • • .. • • • • .. • . • • • • • • • • • Job Truss Truss Type Qty Ply 7285 Ti COMMON 12 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies I -1-6-0 I 1 -6 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 3x4 = 5 -3 -6 5 -3 -6 Plate Offsets (X,Y): [7:0- 4- 0,0 -3 -01 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 9 -9 -0 9 -9 -0 9 -9 -0 4 -5 -10 REACTIONS (Ib /size) 2= 1213/0 -8 -0, 6= 1027/0 -8 -0 Max Horz 2= 94(load case 2) Max Uplift2=- 983(load case 2), 6=- 603(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/42, 2 -3 =- 2295/1320, 3 -4 =- 1717/988, 4 -5 =- 1719/992, 5 -6 =- 2320/1407 BOT CHORD 2- 7=- 1142/2092, 6 -7 =- 1243/2139 WEBS 3- 7=- 612/447, 4 -7 =- 239/617, 5 -7 =- 661/555 • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• .•• • • • • • ••• • • • • • • . • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:15 2005 Page 1 5x4 = 7 5x8 = BRACING TOP CHORD BOT CHORD 14 -2 -10 4 -5 -10 19 -6 -0 9 -9 -0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 pl to grip DOL = 1.33. oth 3) Provide mechanical connection (by ers) ofitru€s to lieaoing platercapable of withstanding 983 Ib uplift at joint 2 and 603 Ib uplift at joint 6. ' . .• " • • • • • • • • •• ••• •• • • • •• LOAD CASE(S) Standard 19 - 6 - 0 5 -3 -6 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.89 BC 0.63 WB 0.28 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.19 6 -7 >999 360 Vert(TL) 0.14 1 >164 240 Horz(TL) 0.07 6 n/a n/a PLATES GRIP M1120 249/190 Weight: 81 Ib Sheathed or 3 -5 -5 oc purlins. Rigid ceiling directly applied or 5 -1 -7 oc bracing. AUG 1 8 2005 Scale = 1:36.9 3x4 = •• • • • • •• • • ••• • • . • • • •••• • • • •••• • • • • • •• •• • • •••• • • •• • • •••• • • • •••• • • • •• • • • • •• • . •• • • • • • Job Truss Truss Type Qty Ply 7285 J7 JACK 8 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -1 -6 -0 1 -6 -0 LOAD CASE(S) Standard 1 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.76 BC 0.20 WB 0.00 (Matrix) DEFL in (loc) Vert(LL) n/a - Vert(TL) 0.29 1 Horz(TL) -0.00 3 I /defl n/a >79 n/a Ud 999 240 n/a LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND 2x4 = REACTIONS (lb /size) 3= 269 /Mechanical, 2= 552/0 -8 -0, 4= 65/0 -3 -8 Max Horz 2= 309(load case 2) Max Uplift3=- 255(load case 2), 2=- 596(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3=- 107/70 BOT CHORD 2 -4 =0 /0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate and 596 Ib uplift at joint 2. • • • • • • • • • • • • • • • • • • • • • • • • Of ••• •• • • • • • • • • • • • • • • • • • • • •• • • • •• ••• ••• ••• • • • • IS • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • . • • • • •• ••• • • • 000 • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:14 2005 Page 1 BRACING TOP CHORD BOT CHORD 7 -0 -0 7 -0 -0 7 -0 -0 7 -0-0 BCDL= 5.Opsf; Category 11; Exp C; enclosed; capable of withstanding 255 Ib uplift at joint 3 Weight: 24 Ib 4U6 1 8 2005 PLATES GRIP M1120 249/190 Sheathed or 6 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. 4.6 • • • • • • • • • • • • .. • • .. • • • • • • • • •••• • •••• .. • • • • • • •••• .. .. • • • • • •••• • • • • • •••• • • • • • • • • • .. • • • • Job Truss Truss Type Qty Ply 7285 J5A JACK 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.48 BC 0.10 WB 0.00 (Matrix) DEFL in (loc) Vert(LL) n/a - Vert(TL) -0.03 1 -3 Horz(TL) -0.00 2 I/defl n/a >999 n/a L/d 999 240 n/a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 7 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 249/0 -8 -0, 2= 203 /Mechanical, 3= 45/0 -3 -8 Max Horz 1= 156(load case 2) Max Upliftl =- 140(Ioad case 2), 2=- 220(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -89/56 BOT CHORD 1 -3 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate c and 220 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • • • • • • • • •• ••• •• • • • • • • • • • • • • • ••• • • • • • • •• • • •• • •• • •• ••• • • • • • • • • • •• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • •• • • • • • ••• • • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:13 2005 Page 1 5 -0 -0 B1 5 -0 -0 5 -0 -0 BRACING TOP CHORD BOT CHORD BCDL= 5.0psf; Category II; Exp C; enclosed; apable of withstanding 140 Ib uplift at joint 1 PLATES GRIP M 1 120 249/190 Weight: 15 Ib Sheathed or 5-0 -0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. AUG 1 8 2005 Scale = 1:9.8 • • . • • • .. • .. • • .. • • • • • • • • • • • •••• • •••• • • .. • • •••• • • • • • • • .. • • • • • •••• • • • •••• • • • • • • • • • • • .. • • • Job Truss Truss Type Qty Ply 7285 J3A JACK 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2x4 — SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 • • • • • • • • • • • • • ••• • REACTIONS (Ib /size) 1= 139/0 -8 -0, 2= 113 /Mechanical, 3= 25/0 -3 -8 Max Horz 1= 93(load case 2) Max Upliftl =- 76(load case 2), 2=- 125(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -53/33 BOT CHORD 1 -3 =0/0 CSI TC 0.15 BC 0.03 WB 0.00 (Matrix) NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate 125 Ib uplift at joint 2. • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• •• ••• ••• ••• • • • • •• • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ch. • • • • • • • • • ••• • • • ••• • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:11 2005 Page 1 B1 3 -0 -0 3 -0 -0 DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) -0.00 1 -3 >999 Horz(TL) -0.00 2 n/a BRACING TOP CHORD BOT CHORD Ud 999 240 n/a BCDL= 5.0psf; Category 11; Exp C; enclosed; capable of withstanding 76 Ib uplift at joint 1 and PLATES GRIP M1120 249/190 Weight: 9 Ib Sheathed or 3 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. AUG18Z Scale = 1:7.2 Job Truss Truss Type Qty Ply 7285 J3A JACK 2 1 Job Reference (optional) oyal Truss Corp, Hialeah Gardens FL 33016, Eddie Davies u 2x4 — SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.15 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I /deft Vert(LL) n/a - n/a Vert(TL) -0.00 1 -3 >999 Horz(TL) -0.00 2 n/a Ud 999 240 n/a LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 139/0 -8-0, 2= 113 /Mechanical, 3= 25/0 -3 -8 Max Horz 1= 93(load case 2) Max Upliftl=- 76(load case 2), 2=- 125(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -53/33 BOT CHORD 1 -3 =0 /0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate 125 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• ••• .• • • • • •• • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••s • • • • • • • • • • • • • • •• • • • • • •• •• 0 • • • 0 00 • • , .200 s Jan 16 2004 MITek Ind us . nes, Inc. Wed Aug 17 21:03:11 2005 P age • 3 -0 -0 3 -0 -0 BRACING TOP CHORD BOT CHORD BCDL= 5.Opsf; Category II; Exp C; enclosed; capable of withstanding 76 Ib uplift at joint 1 and PLATES GRIP M1120 249/190 Weight: 9 Ib Sheathed or 3 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. fAUG J C Scale = 1:7.2 Job Truss Truss Type Qty Ply 7285 J5 JACK 6 1 Job Reference (o t rlA Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -1 -6 -0 1-6-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard 2x4 = SPACING 2 -0 -0 Plates Increase 1.33 Lumber lncrease 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.76 BC 0.11 WB 0.00 (Matrix) REACTIONS (Ib /size) 3= 168 /Mechanical, 2= 453/0 -8 -0, 4= 45/0 -3 -8 Max Horz 2= 250(load case 2) Max Uplift3=- 143(load case 2), 2=- 561(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -82/44 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate and 561 Ib uplift at joint 2. •• •• • • • • • • •• • • • • • • • • • .• •.• •• • • • •• • • • • • • • • • • • • • ••• • ••• • • • • ••• • • •• ••• • •• • • • • •• • • • • • • • • • •• • • •• • • • • • • • 000 • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •• • • • 000 • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:12 2005 Page 1 BRACING TOP CHORD BOT CHORD 5 -0 -0 5 -0 -0 5 -0 -0 5 -0 -0 DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) 0.14 1 >161 Horz(TL) -0.00 3 n/a Lid 999 240 n/a BCDL= 5.0psf; Category II; Exp C; enclosed; capable of withstanding 143 Ib uplift at joint 3 PLATES GRIP M1120 249/190 Weight: 18 Ib Sheathed or 5 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. rAU6i8 Rn Job Truss Truss Type Qty Ply 7285 J 1 A JACK 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 REACTIONS (lb /size) 1= 50/0 -8 -0, 2 =41 /Mechanical, 3= 9/0 -3 -8 Max Horz 1= 33(load case 2) Max Upliftl =- 27(load case 2), 2=- 45(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2= -19/12 BOT CHORD 1 -3 =0/0 CSI TC 0.02 BC 0.00 WB 0.00 (Matrix) 1 -0 -0 2x4 X0-0 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:10 2005 Page 1 DEFL in (loc) 1/deft Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1 >999 240 Horz(TL) -0.00 2 n/a n/a BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint 1 and 45 Ib uplift at joint 2. LOAD CASE(S) Standard • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00* • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PLATES GRIP M 1120 249/190 Weight: 3 Ib Sheathed or 1 -0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. Scale = 1:4.6 Job Truss Truss Type Qty Ply 7285 J3 JACK 6 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies W. LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard -1 -6-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND CSI TC 0.76 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) 1/deft Vert(LL) n/a - n/a Vert(TL) 0.18 1 >127 Horz(TL) -0.00 3 n/a Ud 999 240 n/a SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 REACTIONS (lb /size) 3 =50 /Mechanical, 2= 371/0 -8 -0, 4= 25/0 -3 -8 Max Horz 2= 187(load case 2) Max Uplift2=- 557(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/42, 2 -3= -64/10 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate •• • •• • • • • • • • • • •• ••• • • • • • • • • • • • • • • • •.• • 2x4 = • • • .• • • • • • •• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• 600 • • • 000 • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:10 2005 Page 1 BRACING TOP CHORD BOT CHORD 3 -0 -0 3 -0 -0 3 -0 -0 BCDL= 5.0psf; Category 11; Exp C; enclosed; capable of withstanding 557 Ib uplift at joint 2. PLATES GRIP M1120 249/190 Weight: 12 Ib Sheathed or 3 -0 -0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. :7.8 • • • • •• • • • ••• • • • • • • • •••• • •••• • • • • • •• •• • • N • • • • • • • • • • ••. • • • • • •• • • • • • • • • • • • • •� • • • • • • • •• • •• • • • • • • Job Truss Truss Type Qty Ply 7285 J1 JACK 6 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.58 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) 0.07 1 >273 240 Horz(TL) 0.00 3 n/a n/a REACTIONS (Ib /size) 3 = -89 /Mechanical, 2= 324/0 -8 -0, 4= 9/0 -3 -8 Max Horz 2= 127(load case 2) Max Uplift3=- 89(load case 1), 2=- 611(load case 2) Max Grav3 =244(load case 2), 2= 324(load case 1), 4= 9(Ioad case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -62/88 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 3 and 611 Ib uplift at joint 2. •• ••• • • • • • .• • • • • • • • • • . .•2•••• • • • • • •• • •• •• • • • •• • • •• ••• ••• •• • • • • • • • • • • • •• • • . • • ♦ • • • • • • • • • •• • • •• ••• • • • • • ••• • • • • • • • • • • • • • ••• • • •••••• ••• • • • • • • • • • • • ••• •• .. 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:(9 2005 Page 1 BRACING TOP CHORD BOT CHORD 1 -0 -0 2x4 o -0 Sheathed or 1 -0 -0 oc purlins. Rigid ceiling directly applied or 10 -0 -0 oc bracing. AUG 181& PLATES GRIP M1120 249/190 Weight: 6 Ib 1:4.6 • • • • • • • • • • • • • • • • • • • • . • • • • .. • • • • .. • • • • •••• • •••• .. • • • • • • •••• .. .. • • • •••• • . • . .... • • • • • •• • • • .. • • • • Job Truss Truss Type Qty Ply 7285 HG7 HIP 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4 = -90, 4- 6=- 188(F = -98), 6- 8 = -90, 2- 12 = -20, 10- 12=- 42(F = -22), 8- 10 = -20 Concentrated Loads (lb) Vert: 12=- 706(F) 10=- 706(F) •• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • •• • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •••••• • ••• • • • • ••• • ••• • • • • • • • • • • • • •• • •• • • .200 s an 16 2004 MITek Industnes, Inc. Wed Aug 1 i Z1:U3:u 2UUb rage AUG ] 8 2005 • • • • • • • • • • • • • • • • • • • • .. • • • • .. • • • .... • • • •••• .. • • • • • •••• .. • .. • • • • •••• • it • •••• • • • • • ••• • • .. • Job Truss Truss Type Qty Ply 7285 HG7 HIP 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 -1-6-0 I 1 -6 -0 Plate Offsets (X,Y): [11:0- 2- 8,Edgej LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 3x9 = 3 -10 -14 3 -10 -14 4.00 12 3 -10 -14 3 -10-14 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 13 1x4 11 1 7 -0 -0 3 -1 -2 7 -1 -12 3 -2 -14 1 5x5 = 4 12 6x8 = REACTIONS (lb /size) 8= 2066/0 -8 -0, 2= 2235/0 -8 -0 Max Horz 2= 94(load case 2) Max Uplift8=- 1415(load case 2), 2=- 1759(load case 2) 9 -9 -0 2 -9 -0 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:09 2005 Page 1 1 3x4 = 5 11 4x5 = 12 -4 -4 5 -2 -8 12 -6 -0 2 -9 -0 BRACING TOP CHORD BOT CHORD 5x5 = 6 10 6x8 = 1 15 -7 -2 3 -1 -2 15 -7 -2 3 -2 -14 FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3 =- 5357/3717, 3 -4 =- 5041/3609, 4 -5 =- 4855/3515, 5 -6 =- 4855/3515, 6 -7 =- 5041/3609, 7- 8=- 5357/3717 BOT CHORD 2 -13 =- 3426/5020, 12 -13 =- 3426/5020, 11- 12=- 3589/5130, 10 -11 =- 3589/5130, 9 -10 =- 3426/5020, 8 -9 =- 3426/5020 WEBS 4 -12 =- 766/1198, 6 -10 =- 766/1198, 3 -13 =0/68, 7 -9 =0/68, 3 -12 =- 269/176, 5 -12 =- 479/376, 5 -10 =- 479/376, 7 -10 =- 269/176 NOTES 1) Unbalanced roof live loads have been cor sic&ergd fpr tbisdeziga. • 2) Wind: ASCE 7 -98; 146mph (3- secdrui gusy;h 5751t; /CQL; ,QpsT; S.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 81ptt grp•DOL'1.33. • • • • • 3) Provide adequate drainage to prevent water pond ng. ' " 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1415 Ib uplift at joint 8 and 1759Ib uplift at joint 2. • •• ••• ••• ••• 5) Girder carries hip end with 7- 0- 0•erxl setback • • • • 6) Special hanger(s) or other conneotion iiewce{s).s� all ba prowidectsuffiaent to support concentrated load(s) 705.81b down and 514.8Ib up at 12-6-0,M 7t . Ib doteand $'I4.81b'4fat t15-0 on bottom chord. The design /selection of such special connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ••• • • • • ••• LOAD CASE(S) Standard ' ' • • • • • • • • ••• • • • • • • • • • • •• •• • • • • • Continued on page 2 ••• • • • ••• 1 9 1x4 11 19 -6-0 3 -10 -14 19 -6 -0 3 -10 -14 Scale = 1:37.7 3x9 = 1 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.96 BC 0.58 WB 0.36 (Simplified) DEFL in (loc) I /defl Ud Vert(LL) 0.37 12 >617 360 Vert(TL) - 0.4410 -12 >510 240 Horz(TL) 0.12 8 n/a n/a PLATES GRIP M1120 249/190 Weight: 90 Ib Sheathed or 2 -3 -8 oc purlins. Rigid ceiling directly applied or 3 -5 -13 oc bracing. AUG 1 8 200 Ic 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • .. • • • •... • • • .... .. • • • • • • •••• .. .. • • • .... • • • •••• • • • •• • • • • .. • • • • • .. Job Truss Truss Type Qty Ply 7285 H9 HIP 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -1-6-0 { 1 -6 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1 3x4 = 4 -10 -14 4 -10 -14 Plate Offsets (X,Y): [4:0- 5- 4,0 -2 -0] LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 4.00E 3 { 9 -1 -12 9 -1 -12 1x4 9 -0 -0 4 -1 -2 REACTIONS (Ib /size) 7= 1036/0 -8 -0, 2= 1205/0 -8 -0 Max Horz 2= 94(load case 2) Max Uplift7=- 627(load case 2), 2=- 971(Ioad case 2) NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent ;veer portclirrg. • • • • • 4) Provide mechanical connection (bygthers) tri,IS$to:oe4rirt61ata�apable of withstanding 627 and 971 Ib uplift at joint 2. • • • • • • • • • •• ••• •• • • • •• LOAD CASE(S) Standard • • • • • • • • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • •• • .200 s an 16 2004 Mil ek Industries, Inc. Wed Aug 1 i Z1:U3:Utf 2UUb rage 10 -6 -0 1 -6 -0 4x7 = 4x4 = 4 5 T2 W 10 9 8 3x4 = 3x4 = 3x8 = 10-4-4 1 -2 -8 BRACING TOP CHORD BOT CHORD 14 -7 -2 4 -1 -2 { 1x4 6 19 -6 -0 9 -1 -12 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.66 BC 0.66 WB 0.20 (Simplified) DEFL in (loc) 1/deft Vert(LL) 0.15 10 >999 Vert(TL) -0.23 2 -10 >967 Horz(TL) 0.06 7 n/a L/d 360 240 n/a FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3 =- 2191/1476, 3 -4 =- 1672/1095, 4 -5 =- 1599/1107, 5 -6 =- 1672/1095, 6 -7 =- 2191/1476 BOT CHORD 2 -10 =- 1318/2058, 9 -10 =- 846/1599, 8 -9 =- 846/1599, 7 -8 =- 1318/2058 WEBS 4 -10 =- 120/274, 5 -8 =- 120/268, 3 -10 =- 517/507, 4 -8 =- 131/131, 6 -8 =- 517/507 Sheathed or 3 -9 -4 oc purlins. Rigid ceiling directly applied or 4 -10 -6 oc bracing. Exp C; enclosed; Ib uplift at joint 7 19 -6 -0 4 -10 -14 Weight: 88 Ib 1 AUG 1 8 200f Scale = 1:37.7 3x4 = 1 PLATES GRIP M1120 249/190 • • • • • • • • • • • • • • • • • • • • • . • • • • .. • • • • .. • • • •••• • •••• .. • • • • • • •••• .. .. • • • •••• • . • . .... • • • • • ••• • • • • .• • • • Job Truss Truss Type Qty Ply 7285 CJ7 MONO TRUSS 4 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 -2 -1 -8 2 -1 -8 LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 2.25x8 = 5 -3 -6 5 -3 -6 5 -3 -6 5 -3 -6 REACTIONS (Ib /size) 2= 652/0 -8 -0, 7= 868/0 -3 -8 Max Horz 2= 654(load case 2) Max Uplift2=- 677(load case 2), 7=- 643(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -9 =0/36, 2 -9 =0/37, 2 -3 =- 1195/209, 3 -4 =- 213/0, 4 -5= -15/0, 4 -7 =- 442/506 BOT CHORD 2 -8 =- 728/1130, 7 -8 =- 728/1130, 6 -7 =0 /0 WEBS 3- 8= 0/180, 3- 7=- 1032/492 •.• • .•. • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • .. •• • • • •• •• .•. • • • •.. • • 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 17 21:03:07 2005 Page 1x4 II 9 -8 -13 4 -5 -7 9 -8 -13 4 -5 -7 9 -10 0 -2 -0 Scale = 1:21.3 2.25x8 I I 4 5 3.5x4 = SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.76 BC 0.52 WB 0.37 (Matrix) DEFL in (loc) I /defl Ud Vert(LL) 0.04 7 -8 >999 360 Vert(TL) 0.33 1 >90 240 Horz(TL) 0.02 7 n/a n/a BRACING TOP CHORD BOT CHORD NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 677 Ib uplift at joint 2 and 643 Ib uplift at joint 7. 3) In the LOAD CASE(S) section, loads applied to•tho face of thetruss are noted as front (F) or back (B). • • • • • • • • • • • • LOAD CASE(S) Standard • • • • 1) Regular: Lumber Increase =1.33, P$ele Insieesea1.33 • • • • • • • Uniform Loads (plf) Vert: 1 -9 = -90 Trapezoidal Loads (plf) • • • • ••• • • • ••• • Vert: 2=- 2(F =9, B =9) -tc •6.4`3(FF • -14, ils- 14),3=- 0(F =45', B= 35)- to- 4=- 212(F = -61, B = -61), 4=- 212(F = -61, B=- 61)- to- 5=- 219(F=- 65,'$ = -65), • • PLATES GRIP M 1120 249/190 Weight: 44 Ib Sheathed or 5 -11 -9 oc purlins, except end verticals. Rigid ceiling directly applied or 5 -11 -2 oc bracing. AUG 1 8 200' • • • • • • • • • • • • • • • • • . • • • • .. • • • • .. • • • .••• • • • •••• .. • • • • • • •••• .. .. • • • • • • •••• • . • • •••• • • • •• • • • • .. • • • • • • • 410 • • • • • • • 4000 • • • 0410 • • To: Reaction Summary Job Number: Page: 1 Date: 08 -17 -2005 - 9:03:49 PM Project ID: 7285 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: ( —� CJ7 43 lbs. each 9 - 8 -13 MONO TRUSS 3- 1- 8 2.82 0.00 Joint 2 Joint 7 652 lbs. 868 lbs. - 678 lbs. - 644 lbs. CI �� 2 H9 87 lbs. each 19 - 6 - 0 HIP 3 -9 -1I 4.00 0.00 Joint 2 Joint 7 1205 lbs. 1036 lbs. -972 lbs. -628 lbs. 2 HG7 90 lbs. each 19 - 6 - 0 HIP 3 - 1 - 11 4.00 0.00 Joint 2 Joint 8 2235 lbs. 2066 lbs. -1760 lbs. -1416 lbs. G 6 J1 5 lbs. each 1 - 0 - 0 JACK 1- 1- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 324 lbs. 244 lbs. 9 lbs. -612 lbs. -90 lbs. ® 2 J1A 3 lbs. each 1 - 0 - 0 JACK 0- 7- 15 4.00 0.00 Joint 1 Joint 2 Joint 3 I 50 lbs. 41 lbs. 9 lbs. \ -28 lbs. -46 lbs. cg"" 6 J3 11 lbs. each 3 - 0 - 0 JACK 1- 9- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 371 lbs. 50 lbs. 25 lbs. -558 lbs.; 64 2 J3A 9 lbs. each 3 - 0 - 0 JACK 1- 3- 15 4.00 0.00 Joint 1 Joint 2 Joint 3 c, 139 lbs. 113 lbs. 25 lbs. CO -77 lbs. -126 lbs. "., 6 J5 17 lbs. each 5 - 0 - 0 JACK 2- 5- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 453 lbs. 168 lbs. 45 lbs. -562 lbs. - 144lbs. Joint 1 Joint 2 Joint 3 249 lbs. 203 lbs. 45 lbs. -141 lbs. -221 lbs. j r 2 J5A 15 lbs. each 5 - 0 - 0 JACK 1 - 11 - 15 4.00 0.00 8 J7 23 lbs. each 7 - 0 - 0 JACK 3- 1- 11 4.00 0.00 Joint 2 Joint 3 Joint 4 552 lbs. 269 lbs. 65 lbs. -597 lbs. - 256lbs. I 12 T1 80 lbs. each 19 - 6 - 0 COMMON 4 - 0 - 11 4.00 0.00 Joint 2 Joint 6 1213 lbs. 1027 lbs. -984 lbs. -604 lbs. •• ••• • • • • • •• •• • • • • • • •• ••• •• • • • •• • • • • 005 • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • 800 • • • • 000 • • • • • • • • • • • • • 0041 • • • • • • 410 • • • • • • • 4000 • • • 0410 • • • • • • • • • • • • • • .. • .. • • .. • • • • • • • • .... • • .. • • • • • • • •... . . • • . • •... • 5 • • • • • ... • • .. Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. liter, P.E. FL Reg. Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 Project Name: ROLPH- RESIDENCE N ° 7285 453 N.E.92 STREET MIAMI SHORES, FLORIDA Building Authority: MIAMI SHORES FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2001 /ASCE 7/98 Software Used: MiTek 2000 Ver. 5.1 Project Engineer of Record: 0. ... • • • • • 0 0 • • . • • • • • 0 • 055 .. • • • 00 • • 09 909 009 9011 • • • 0 • .9 • • • • • .. • • • • • • 00 • • 00 0.. • • • • • .0. • • • • 909 • • • .11. • • • • • 099 • • • 11..11. • 11. • . • .. • • • 55 • ..• • • • 11511 • Issue Date: 12/22/2005 Expires: 09/30/2006 Owner's Name: RODNEY & FRANCES ROLPH Permit Type: Imported Permit Work Classification: Addition /Alteration Job Address: 453 92 Street NE Contractor(s) ATRIUM CONSTRUCTION GROUP Phone Primary Contractor Yes Comments: SUBMIT PLANS FOR ADDITION AND ALTERATIONS OF RESIDENCE. (NEW MASTER BEDROOM AND BATHROOM) Additional Information Perm Type: Building Alpha Two: ADDITION Alpha Four: ADDITION AND INTERIOR REI Alpha Five: RESIDENTIAL Alpha Six: SINGLE FAM Pay Date: 8/5/2005 Pay Amount: 85 Pay Comments: PD BY CREDIT CARD Bond Return : In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Building Fee CCF Education Fee Miscellaneous Miscellaneous Notary Fee Structural Fee Structural Fee Structural Fee Structural Fee Structural Fee Submittal Fee Techonology Fee Zoning Review Total: -� "rirzvssEs. Amount $3,000.00 $60.00 $20.00 $35.00 $35.00 $5.00 $50.00 $50.00 $50.00 $50.00 $50.00 ($250.00) $75.00 $40.00 $3,270.00 County Copy Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1640 Phone: (305)762 -6756 1132060140260 Lot: PB: Total Square Feet: Total Valuation: Required Inspections DEC 22PAD GQ�t�l—r CA 0 $ 100,000.00 Slab Slab NEW CONSTRUCTION NEW CONSTRUCTION Deck Tie Beam Bond Beam Invoice Number imp -12 -05 -23214 imp -12 -05 -23215 imp -12 -05 -23216 Total: Amt Due $3,150.00 $85.00 $35.00 Amt Paid $3,150.00 $85.00 3S - c-0 $3,235.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. •• • • 5. •• • • ••• • • • . v • • •••• • • • • • • •••• • • • • • •• .. •••• • • 55 • .. • .. •••• • •••• • • • • • • • •• .. • • .. • •• • • • .. . I • SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [il trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D /50 .D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' 1 L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/Z' 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle togetherand cause collapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS Diagonal brace also required on end verticals. SP - Southern Pine SPF - Spruce- Pine -Fir Truss Depth .D(In) Maximum Misplacement A PLUMB *ARNIN,G ,Failure to follow these recommer da tions could result severe personal injury or da:mage trusses or buildings :. •• ••• • • • Lesser of • D /50 Ora" • INSTALLATION TOLERANCES • • • • •• • • • •• • • • •• Plumb e •• • ••• •:• ••• •• • • S . • • • OUT -OF -PLUMB IItWL • WARNING: S=d riot At f r}GssPs. • • • • • • • • • :••• ••• • • l T + -•- Frame 6 L(in) 12 ; 3 or r ' greeter Length L(in) Continuous Top Chord Lateral Brace —� Required 10' or Greater ids Attachment Required – Lesser of L/200 or 2" L(in) BOW OUT -OF -PLANE INSTALLATION TOLERANCES. All lateral braces lapped at least 2 trusses. Lesser of L/200 or 2" A ' DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. • • • • • • • • • •• • •• . • •• • • • • • • •••• • • • •••• • • •• • • • • • • •••• •• •• • • • • . • • • .... • • • • • • •••• • • • • • • • ••• • • •• 0 0 0 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (1)B [# trusses] S' /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem - Fir SPF - Spruce- Pine -Fir `C'`� °� I A ll ldtera q L �I� y I ri fir! ! / M : 4 .. 1 e i�r r} Yr I d F r b aces �a V f u7 e / aa. c 1 • ar Fs it. tn)�ryl1 µ$ The end 1 'f ytuMf 1 ` �' • diagonal brace "��i. } 1 4 1Kw rt for cantilevered End diagonals are S flat pr.,s trusses must be stability and must be dup� ; t placed on vertical both ends of the truss system. webs in line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when outline are attached to the topside of the top chord. ts • • • • • • • r `, : :.,.r �..,' }irl;y;r End diagonals are a 8 • •stability >:ndbmtistledSpli :bot5 ends altie trt;ss t sten:. • • • • • • •• •• • • •• •• • - ••• • • Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse ilthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purtins are attached to the topside of the top chord. / Cr Continuous T .p Chord Lateral Brace Required 10' or Greater Required — Attachment WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings:: 3 0'(Oe s) v -wa T ti:ui Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30' or greater t 3' /za Trusses must have lum- ber oriented in the hori- zontal direction to use • this brace spacing. • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip plication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cmmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will he 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 sev' 'ays after the building permit is issued. In the absence of such posted notice, the inspection will not b • • .roved • .• inspection e will be charged. Owner oing instrument was ackno edged) fore e this r ally known tom who has produces As identification and who did take an I MATAC : • go Signature The fo day o NOTARY Print: My Commission Expires: APPLICATION APPROVED B Chc 05/13/03 0 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** *�k * * * * ** * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 9,,, ..� �u 0 E1 3ltueIlV Avg, OZ `9Z eye :sandxg , • oD ' ; . U00 .H AUU1[ Wtmmission Expires: ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ ** *** *************** * * * * * * * * * *. * * * * * * * * * * * * * * * * * * ** 5/Y 144., Plans Examiner Engineer E Zoning BUILDING PERMIT APPLICATION FBC 2001 I Permit Type (circle Building Electrical Plumbing Mechanical Roofing V Owner's Name (Fee Simple Titleholder) , Phone # Owner's Address Job Address (where the work is being done) $ Value of Work For this Permit �c 1.9 /16( State State /400 Submittal Fee $ Permit Fee $ 0690 Notary S Training/Education Fee $ Scanning $ Radon $ Miami Shores age Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �VI aster Permit No. J�J'1 Zip 3�`V _ �j0' &tali Total Fee Now Due $ l (Continued on opposite side) Square Footage Of Work: * * * * * * * * * * * * * * * * * ** * * * * ** F ees ****** * * * * * * * * * * * * * * * * * * * * * * ** CCFS '4 06-0 Permit No. ,5,0va- iozo e Name Phone # SAC '9:9 h , 1 City Miami Shores Village County Miami fade Zip yyyl `c e M ) &4 hone # Zip is Building Historically Desi ' n . • I NO nil 00110WAnWIMMUNI lErd Contractor's Address W W11-1/ W O 11 City Qualifier State Certificate or Registration No. / Certificate of Competency No. Architect/Engineer's Name (if applicable) 6e.get..-. /• G 6 .01, V t- . .. one # Technology Fee $ • ❑Alteration ❑New ❑ Repair/geplace ❑ Demo tion Type of Work: `XAdd Describe Work: i : �t J ! CO /CC 5 Zoning Ye.; ■ f Bond $ Code Enforcement $ Structural Plan Review. $ ,J 'f' 6 f 50 f " , 6 ®o ee (I v.9/29/2005) Name: RALPH Address: 453 NE 92 Street City Miami Shores State Florida Zip 33138 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204• Fax: 305- 756 -8972 Certificate of Occupancy The following address is issued a Certificate of Occupancy C z udio Grande CBO Permit No. BP 2004 -1640 Date: 6/20/06 Inspection Date: 06/20/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/20/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 June 15, 2006 Miami Shores Building Department Ref. Inspection Number. INSP -19748 At Mr. Claudio Grande Dear Sir. Persuant to your recent inspection for pert ate of occupancy at 453 NE 92 ST Miami Shores, the situation regarding windows below 31' was discussed w h the following conclusion. Since no barricade will be installed in these windows, which is not in compliance with code, the homeowner is held fully responsible for said descision. I therefore declare that all liability for said descision is mine and that Miami Shores is in no way accountable. Rodney H. R 453 NE 92 ST Miami Shores Ltp i_ IN B nd 9 2 r . 4 lantic Bondine "n Etameategf'Ga Date 5 1rrm.lc TE Product Used Percent Concentration c iF BY: _dY oco 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) 4 NE . Q 2 c9 / HmA-ii Address of Treatment or Lot'//Block of Treatment o � . oD EVWI:4 7 Time Applicator Number of gallons applied Chemical used (active ingredient) If this notice is for the final exterior treatment, Initial and date this line Area treated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. • solotimeat e. • • Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with rules and laws established by Florida Department of Agriculture and Consumer Services. C h o a u c � c CaMpiii27200 VOT 1 T © e Protect r• n • (As required by Florida Building Code (FBC) 1816.7) 453 NE, q 2, s /thm) Address of treatment or Lot/Blk # of treatment r ain --ate orized Signature 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 3301 1 -1 41 8 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 ti• • • 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011-1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Permanent Notice :. Tor it *-teCti (As required by Florida Building Code (FBC) 104.2.7) LJ5? NE q 2 sivErr Address of Treatment or Lot/Block of Treatment .4;414: This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. Inspection Number: !NS' -1974 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, June 12, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r ., Permit Type: Importted Permit Inspection Type: Final! Building Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 Passed Inspector Comments W go2e.(4-c-2-1 0 i�� y . haee-C '''' i /_1 / �� J (A- .42 n - - (/f) � *64° A‘("4°<'144) WinvA - evt., / . C / Failed Correction Needed ?J S � - Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: !NS' -1974 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Monday, June 12, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r ., Permit Type: Importted Permit Inspection Type: Final! Building Work Classification: Addition /Alteration Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 CUSTOMER NAME: KT. pi_ 47:0 LP:hi P7s---32:2__6‘3•.?-- WORK: DATE PROMISED �� j�, -, ADDRESS: ---3 AJE 5a Sr CITY: i,9ws ,V /ic4e:C BP: d 3 JOB DESCRIPTION TYPE R-VALUE ❑ ATTIC INSULATION ❑ R -11 ❑ WALL INSULATION ❑ R -19 IfR -30 ❑ FIBERGLASS ❑ R -38 ❑ CELLULOSE ❑ R-44 ❑ BATT HOUSE Sq Ft. GARAGE FLAT ROOF TOTAL Sq Ft. _ WALLS Sq Ft. OTHER Notes 07 Sub-total Tax FPL Deposit Balance ,- 90 - - ESTIMATE TIME INST. DATE PROMISED �� j�, -, TIME INST. All material Is guarantee to be as specified. All work to be completed in a professional manner according to standards practices. A Best Insulation is not liable for damage not related with the job. Licensed and Insured Insulation Contract I hereby accept above performed service as being satisfactory. omer Sig re A BEST INSULATION INC 409 W. Hallandale Beach Blvd., Suite 210 7408 NW 8th Street Hallandale, FL 33009 Miami, FL 33126 Ph: 1-954-456-3688 Fax: 305-267-7112 Ph: 305-267-2910 Fax: 305-267-7112 INSULATION CONTRACTORS CC# 97BS00270 CC#00- 9680 -I -X nY Invoice No. Date Type Insp'n Q,' Permit No. ?2A) 4 86 4b Name Iltbrirp14, Address 4 t" G gisir Company 1\-T") ,0—rkk) Cri0A Phone # Inspection Date 01 Approved Correction Re- Insp'n Fee MIAMI OR S VILLA BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request o e f 6kgs 4(74' 11?--" O ,e - —ca '' o Jac) 1-us 7�e-Cx k MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui)ding Inspection Request Date_ Type Insp' n� X10\0 yy Permit No. 13 P 4 Address Name POI ph. 6 s� Company nrlinaDi Phone # �� 5 I0 ° O 3 Inspection Date - Approved ❑ Correction Re- Insp'n Fee ❑ • c,„ —G2 (LAI LN13 � W, ? , s1 {PADS A-4 4, c 64)Lu1 CS sk J Date IC( 41C Type Insp'n / RV . 3 s Z 141000Q, � Permit No. " EF20 0 4- 16 Name 1t Address 4 O t gig Company Phone # Inspection Date Approved Correction Re- Insp'n Fee A.N MIAMI V HOR S V A BUILDING DEPARTMENT 3Q5 -795 -2204 Building Inspection Request gt Or 651110 -083a Inspection Date Approved Correction Re- Insp'n Fee 44 2go MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 4tbkOS Type Insp'n ..V14 ak ( tN 115 Permit No. V2D l 1 `b Name P N\RA1 � Address As 6� Cia- Si Company Company KV074 Covigwjto, Phone # ‘ oOS 5 16 o'3 .11 MIAMI SHORES VILLAGE M OS BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 81 `) in Type Insp' n � 8 CIc: n yS Permit No. tC-F0 Name 'Oi pf Address 453 N1G q2 Compan ,um Cosh Phone # Inspection Date Approved Correction Re-Insp'n Fee s �i41j 4-A) ) co/0 S - MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request Date I I Type Insp'n 0- •Q1Y f (J Permit No. ■PC 40 Name ( Ph — - Address 3 NE C Zs Company (- 2_!C C1... Phone # Inspection Date 1 Z 1 Approved Correction Re- Insp'n Fee Z86 6 gj,4,D Inspection Number: INSP -3655 Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 115)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -598 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Nurnber 1132060140260 Lot: Phone: 3051244 -7501 Page 2 of 2 Passed Inspector Comm, 0 (' .--- r / /----::::(--- / ( - I � C`0- S Failed Correction Needed _ 2 — O 6 Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3655 Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 115)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -598 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Nurnber 1132060140260 Lot: Phone: 3051244 -7501 Page 2 of 2 453 NE 92 ST Infractio Passed Comments TIN CAP SPACEING True Passed Inspector Comments _ X due_ X (are-ce — ()AO /0...)Le , .Q /- '�� 74 a-- Z e Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3653 Inspection Date: 01/09/2006 Inspector: Grande, Claudio Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL fr . / (305)795 -2204 Fax: (305)756 -8972 Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Friday, January 6, 2006 Block: K Aool- Permit Number: BP2005 -598 Permit Type: Roof Inspection Type: Tin Cap Work Classification: ROof - New Phone Number Parcel Number 1132060140260 Lot: Phone: 305/244 -7501 Page 1 of 2 453 NE 92 ST Passed Inspector Comments f.) .. / _OA_ (9-4--t-t: 0 /4re K 1.,, a,i_64.1 , / L ._---- , 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -3654 Inspection Date: 01/06/2006 Inspector: Grande, Claudio Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Thursday, January 5, 2006 Miami Shores Village, FL Building Department Comments Block: Phone Number Parcel Number Permit Number: BP2005 -598 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Lot: 1132060140260 Phone: 305/244 -7501 Page 2 of 2 453 NE 92 ST Infractio Passed Comments TIN CAP SPACEING False Passed (Al Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP -3653 Inspection Date: 01/06/2006 Inspector: Grande, Claudio Owner: ROLPH, FRANCES Job Address: 453 92 Street NE Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:4305)795 -2204 Fax: (305)756 -8972 Contractor: ADVANCED CONSTRUCTION SERVICE GROUP, INC. Building Department Comments Thursday, January 5, 2006 Block: Permit Number. BP2005 -598 Permit Type: Roof Inspection Type: tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060140260 Lot: Phone: 305/244 -7501 Page 1 of 2 Date `e Job Address *S./ Tax Folio Legal Description ,, -- // kii/Lessee / Tenant , , .1./,n 4 Owner's Address 4e r3 iri £ 9 Z�" ��5 A toe/ "..;6... Contracting Co. %G". / 14://,‘.` 7 , ,or�b•J Z—c . Qualifier %oWc.. /- c State # C >5C or? yZ 7 Municipal # Competency # Ins. Co. Architect/Engineer A G Q / Bonding Company Mortgagor Address Permit Type (circle one UIL LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ,,,�o�+r 4.0.9 - On / - `, eau reete Per It For .7hW;Dr ear e Square Ft. 3 l C. '- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RES1JLT 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. that all the fo urthernore, I au and/or Condo esident Date AFFIDAVIT: I ce construction and zo Signature of owner N My Comm' as to Owner and/or Condo Pre FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE X tWIA NOTARY SEAL t,• LIE A DAVIES NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC836040 FAY COMMISSION EXP. MAY 112003 Mme. =.. RADON APPROVED: ?IVIte. Zoning G ' a ► Building going information is accurate and that all work will be done in compliance with all applicable laws regulating nze the above -named contractor to do the work stated. 7 z D te Address 200 Historically Designated: Yes ZpOt e ignature of Contractor or Owner- Builder C.C.F. /(;* NOTARY Mechanical Plumbing Master Permit # ■ (arrC.f Phone Cge),Si 262 — 73 Address -? 2 3` tip' ,J Z. LS Aril d J/Jj SS# - - 57 I. 0 . Address C /7s /s? ` L:Ye y ° j 4 0#A, , c 3ofy Estimated Cost (value) ` S d o 0 { as to Contractor or Owner- Builder My Commission Expires: OFFICIAL NOTARY SEAL JULIE A DA.VIES NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC836040 MY COMMISSION EXP. MAY 11,20 03 —0 -- Electrical BOND 5m, Structural Engineers W 1 1 1 1 x x 9 76 n 2. Date T TOTAL DUEL 453NE92ST ib ( Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -3947 Permit Number: BP2004 -1640 Permit Type: Imported Permit Inspection Type: Truss Insp Owner: ROLPH, RODNEY & FRANCES Work Classification: Addition /Alteration Job Address: 453 92 Street NE Miami Shores Village, FL Inspection Date: 12/27/2005 Inspector: Grande, Claudio Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Thursday, December 22, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 2 of 2 Date L Job Address L* NE S Tax Folio Legal Description Owner's Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Lessee / Tenant 1�0,� R--�1�u t--\S3 rig S 2 a} Contracting Co. ._ tc..004po Yes Qualifier oO SS# ( Phone . :)S 8g1-`foc) State # Municipal # Competency 4f Q404 5o Ins.Co. Architect /Engineer K'01. Address Bonding Company N.1 Address Mortgagor Address Permit Type(circle one BUILDING 'LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION p-(tS‘Jr b`�e ea Square Ft. Estimated Cost(value c ©O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: be done in c., • lia autho iz. t :b•, I certify that all the foregoing information e and th:t all work will all applicable laws regulating const• c i- zonin Furthermore, I contractor to do the work stated. • 1 . / . 4 i Q7.. ) 1 Of P wne� f 6 g1a tY ss ioallo. CC • ' 001 , UP• Co , fission 8 c°, L� or Con Expires: e -na wi t Signatu Date: Notary as My Commissio 1111/111111/11111111! ,t4 ident President Address I VIao Amu_ (S\.° FEES: PERMIT 5 ✓ RADON C.C.P. ) NOTARY APPROVED: Fire Zoning Building N ec Master Permit 4k 'T Phone QS -$ (38 ' 1 TOTAL DUE ,-- / Other Electrical Mechanical Plumbing Engineering EUGENE DIETZGEN DIETZGEN CO NO. 375'. /��� . :,- I: ∎! i }1 I I -4 t I + �a - 1 t + t i 4 } t t t, -- t 1. -_}_ - - +:+ -- • -+ -+ :4 I r t • I � } _. + ++ + - - + - - - • E - 7 - . -. + I - 4 - I + + 1 i 1 — 1. } __- }._ 1--- _4 _7--+ I 1F t :_ t I -4 i f I, + _ s - _ t F ■ I - r H -H + ■ + 4 . . -. + ._,_.._..i 4 + . . 4 -+ I [ -- ■ +I T . i • • :;_ +t__ l -1-4 I _ : - _ � - } t +t f } .-+ a• -44 ++— _. rt - --� - i _i 1 + -- 4 } ';;f; -j- t T MERE 111111.01110 MN t T !— EUGENE DIETZGEN DIETZGEN CO NO. 375'. /��� Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 8 - ) t Date V4.4 Job Address 7$J ='".fi - ',' Tax Folio Historically Designated: Yes No Owner/Lessee / Tenant '' :J/�''�I %� ie;/ 'f Master Permi JJ/J Owner's Address %S2 A Y2 f'e e/ , ,P -- , f Phone (Fos) 742 �3 6 Contracting Co. / /UM /// C o� / �-f ,T,, . Address 25 on 9.2 A ' f e e, S' /r..1 Qualifier State # ( / )S 7 /2 f Municipal # Competency # Ins. Co. Architect/Engineer' -s- / of ! ?e -s A Bonding Company Address Mortgagor Address Permit Type (circle one) BUIL ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �4� f c4 /& d4 vi Square Ft. e it r Signature owner and/or No My Co FEES: PERMIT APPROVED: _ Phone(36.07.5 ?J / ondo ident Date SSionarRiaa. °7.Pf' CRY SEAL NOTY FLORIDA COMM:L.:It( ..4t36040 MY COMMIS, Y 11 � u Address 7S N /53 =d 9/ , 4103 /j, ; 9^ N .' as to My Commiss RADON It (J NOTARY 0 Estimated Cost (value) 1 fd / 0 f 6 ) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards oi'all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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 a $zoning. Furthermo e I auto prize the above -named contractor to do the work stated. Signature of Contractor or Owner - Builder NO I PUBLIC STATE OF FLORIDA COMM5SION NO. CC836040 MY COMMISSION EXP. MAY 11,2003 BOND — Date TOTAL DUE Electrical t /� Structural Engineer f / ' M 8 / 1 5/0"0 0 ENTIRE STRUCTURE TO BE RENOVATED TO COMPLY WITH THE CURRENT SOUTH FLORIDA BUILDING CODE. 1 Miami Shores Village, Fla. OWNER ADDRESS INSPECTION TIME READY ae-117 PERMIT NO. 976 6 _ 3 3 CONTRACTOR 79'YT vhf TELEPHONE NO. 07 D Z/ DATE J ( JZ INSPECTOR DATE [ / .. / -oO . t 14 :0; F 03, 2000 ID: PGT INDUSTRIES MIAMI M➢AM1 -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL, NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0128.01 (Revises No.: 98- 0506.02) Expires:11 /22/2001 Approved:02 /18/1999 TEL NO: (941) 480 -1900 ! #48083 PAGE: 2/8 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLF(t BUILDING t40 WEST FLAGLER STREET, SUITE (€05 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375-2908 Vinyl Tech /Progressive Glass Technology CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375-2558 Nokomis FL 34275 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION .. Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 SIa'D -101 Outswing Aluminum French Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the. South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to he used in Dade County, Florida under the conditions set forth above. rancisco Quintana, 1t.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office 14 :0S FEP 03. 2000 ID: PGT INDUSTRIES Vinvl Tech/Progressive Glass Technology. TEL NO: (941) 480 -1900 #48083 PAE: 3/9 ACCEPTANCE No.: 99- 0128.01 APPROVED FEB 1 8 1999 EXPIRES : November 22, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces the Notice of Acceptance No. 98- 0506.02, which was issued on November 22, 1998. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with revision C dated 1- 22 -99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance. clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buildi Code (SFBC) in order to properly evaluate the installati.n of this syste 2of3 Manu= Perez, P.E. Prods 4J _ ontrol Examiner Produc ontrol Division 7 1/2 95 750 7 1/2 — H 13 MAX ON CENTER TM. HEAD & ELL 3 i..5C0 f 3.5 - 1 1 MAX. 5 1/2 Saba): T FRAME CORNERS & PANEL COHNE:PS 95. 7 1/2 • \ MAX. axrcr: P/P /;&10 & SILL -71.750 k. X X 7/ 'Ecm••••••••74••..r.,.....=. 7 1/2 1,4•11.1%. 44.1<miat —7 1/2 LARGE MISSI F 1/./1- Dr)3P'7, 1 ) 464 ;....4m.N47/.70 0 2.) CONFICL:RATiONS: x, AX 3.) 0SS1CN PRESSOR C 34 .464 Lk%.: -75 P.S. F. Jo) .4.21 LA•.: *CO PS F. -50 F. r 5 1/2 4.) ANCHORS: MAX. 7 1/2 FPOU CORNERS (riE4.0 MAX. 5 1/2• F ROY CORN (...(A/45:7 MAX SPACING AT HEAT) de S(LL: 1.3 COG MAX. SPACING AT JAMB: 13.500 5 ) NO 50'1071ERS R ECUIRED 6.) R, 7LST REY.C17T: F71 13.5 TYR MAX. S 1/2 SEALANT ON FRAME CORNERS et PANEL CORNERS R/411•C 6' D. 8. V22/99 vemo, he, ' Ma 1 0 Vassatest C Ore FRENCH DOOR --- XX, X A'FI:J•E; COMP:T.r, W TN N. 34 Rein% (v2.:0:1G ;etc , —72 • : : --• Ace rw. 97 012 e. A r t = 1 5 1 Pr°9 22 . _ LASS t.:17r.c,ic5 y •.■•••• 4•11P •■• •Jm••• • en. 1. .m• ELEv 4 P.O. HOX 1329 F aarg NOKOMIS. FL. 342741 8 971 95. 750 EXTERIOR ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING .15:7 — MAX. 511W SPACT_ 64 3/4" DAYLIGHT C1PEX.NG VERTICAL SECTION INTERIOR 1 .250 1 MAC s;IIM SPACE — ROUGH OPENING 34.625 rep hc.;1■ P.A.` :ELS ACTIVE PAta clot !CHI OPE?;7NG 71.750 FXTE4IOR HORIZONTAL SECTION INFERIOR 0 Verne bkotorkt D.P "..l`° er D.B. N000, 1004 S. INAC.TIVF PANE Cbairocertiom md" - P.Q. 80X 1529 NOKOMIS. FL. 34274 1. 480 4-- re: --' I ( — .250 1 WAX S. "'v srr.cz i ROUGH OPENING 'L :•;_J AS CC e...rx RT.: TH( ft3 :JA EG :7:N; DICK '. 71 Z:CUL:NCC h1:. 612- r =11 nN" eC v _— r 1. i�4MN� �� ♦f✓tr. ee.�er. s ' �vo�101�SECT, % 4 4 2218/98 01%22/99 FRENCH DOOR - XX l j a 71 • AGN —.. ----. 3/16 ANN H i 1![ I v 250 = 4 Wt. SKIM '-- 3.000 - ,SPAC.F. • 1.489 ti J nose. VO4 n: csr s .25D— WIC SMM - - 3.ODD ---� sPAC£ .601' LAM k•/MOMSAMj9 SAflrx PVO 1 t£R rEf 4 154 L LV W!,(jIOMSAx7a SAR£x PV9 P7 LArca OR - 001 - 0 AM W/OUPONr RUrAu7E imm 47FT OR .454 4M. W /PLINLYl gffrAltrr iNtP 94rER SCE N07E1 OK SNLCZJ SEC ! QtI ON SHELF Ors;• PR£SSJRE..LALTIC: 360 ncf. SE$IiKPBESSUFC RAryo/:• ±'S arf. 12 11 5 1 _ .Gg1 / FtO �� LA SS tes?oiopy �. • a.00 W. 11 i I-+ /4 ;1'' a s !' FRENCH DOOR — X� 0. B. 1222/99 '�rnsor II..t crw 461:na N. T. S Su+n /O000f. `Aeon: 10, I 1.!99 44 15 :CSP■rr:C %N 77!E '? fLC1::7) MP( f ,p • P.O. BOX 1529 o "° NOKUMIS, t L. 34274 R 97 1 !Ns.(. s. 4 C / 1 FRAM.7.41.) 612376 Z._Hi. • : 8 :ol..Az. ErEA0 (Rai F0.4Aa: 6.51 70 9 • OlifSv:/•••15 THRESHOLD 612.1/5 10 1371 gfHD ROD 6 TRODA -- 1 — 7 r 1 I TRUSS CLAMP 60378M 2 r IWX9 12 15716x 1716 TRUSS WASHER 711■ASHA aucx 13 I 5, TRUSS NUT 7JP1U TA 14 1 FRAME SCR. COI/ER CAP 41722W 15 i STRIKE PLA 7FREPX /1 15 TYP. HEAD 16 STR,KE PLATE INSERT 41 72 ? 17 10x3/4 SCR. FLT. HO. PHIL 71034A 18 HINGE ASS 7FRMOW 19 1 Ox1 FLT. HO. PHIL 770X1W 75 2O 70x 1 '2 FLT. HO. PI-N.. 7,0x t2. 30 21 TOP 807. SL:05, BOLT LOCK 47720 2 1 0 too/bot. of 22 6x1 2 FLT. HO. PH!L. 76 ? 2F1V 4 2/4;I e bolt lock0 43 dm? I, 2 t. Ay - 1 - 46. 0u40. 781 1 ff.A 112 ?"6/heod & sgI) I ROOD &ICJ Ile TYP. HEAD JAA7E7 TYP. SILL. l E DESCRIPTIO 1 i i . 0 .):)' ' r , (7. 1 ,C. /SILL N 50 V. 3 7 7 . 5 if LA u'. A:: - z•:_1'...: • , :DOOR ,.:Ama (rigiGEO) 603/6 ' I .. timAY T: .3 :00C.IP AST• - . " .di:7o1377 4 : 250 x .187 EettSFAl STR 15 IC.: 1 8 dc;or tc,•;) LI hot. r SC:II:IC:EL 170 Ci !ANN; 60.3 7 '0 A•--je;iic. ACr.:: 6 7 A Lijmy 4! , i.LIA.Y IF5 Ar ! : 1 - 2 , 4 .7. -" :. ' 7 32 9 1 P•1 it'- 5 TP;.=' : 9 ' ..". .• • * • ..• ,...6 io'RAM-.-: JAMB 60380 ALUMA.' ! 41- ••-• 12! •t: TYP. JAMB 74 SEAM SEAL ER 25 LOCK SUPPORT ASS'Y. 26 x1/4 Ft,T. 27 . 200 .190 CLON 37.6 x .190 I ON 3 POINT LOCK ASS Y. QCK OCK DUMMY 0E40-60LT LOCK 401 LAM. W/MONSANTO SILICONE 3' 12 Ph. Pn. SMS 30 7 TAPCOAi 37 .407 L.M. WaLPONT id .404 LAM. WIDOPONT 3 9 .464 LAM W /MONSANTO 6.5X.4,5,t3W 4U8L OK .3 7834.r ot2200K 5 50300W FD3pTAY 1 7LOKAP 7LOKIP 7BLTIP 62899C Jrtmn D.B. 2/16/98 P. """ d Pr 0.8. 1/22199 %win ho, &dm N. T. S OTY./OESCRIPTION Vt 11P.OR vENDOP Al V 7'iCIR'L.) .1 ..s.c... o .35 .. 4 1/door too & bot. ro*:1 FASTEC IN0U3 i 8 2 door top & bot. ral ALUMAX .r- I 0.5/8 8 '.2./ect. door top & bot. rai■ F A.Si EC IN:.',USTRIAL . 6 2/eo. door top & bot. roFt) FASTEC 1.',•OUS (ROL vINY:. TECH. 74 1122W - ...i.CAMCC.RP -1--- — I VINY1_ TECH. 41711 5:7 j-I I F N A D STENER 6 (3 frame 6/6;tir•e - hinrre-door icm0)1MERCHANTS FASTENER iorrorni) e ,thin 9. me 'orn i MERCH4NTS FASTENER I h ast.ocoii VINYL TECH. A c ;, 1( :0 5 u f s A iR S I N1- MOR40 I lock # VINYL TECH. 2 /loc.! su ort oesv..) FASTEC INousTRIAL 1/ostrogcts,fr. lorr,b5 & had) SCHLECEL CORP. 7 OS t CPE fr omtv:) SC s C0.4P 0 1 r.h. cotrodol oty I. 1 r.h. cetrodol HARLOC i 1 r.h. ostrodct (0 r.h. ostrodol) HARLOC qio 1.01110.• .111. ■■••■■■ P,G DOW CORNING 1 H.P.0. H.P.G. 111.1 C477 75'fMo' 701 0 - F7ENCH DOOR - XX tf. Ver4 • F: t fa/x:2 .• . • ..f 0'4.1 0:11Ct s•• r1 0/21.4 ' P.O. BOX 1529 1 i..‘mmen9 NOKOMIS, FL. 34274 I B I 971 41 /20 5M.5504 4UBLOK 0200x791., 0375r190 f V 100 880 820 899 I 4 4 gi E*iE% } izine LASS teCb ^ Shoe: • Ir 1 • ID 0 0 0 0 - o D fT- tri BUILDING ELECTRICAL, PLUMBING \ <- ROOFING 0 0 0 0 Owner of A Building •, , e Architect Contractor or Builder Legal Description Address of Building CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT ' 478u3 / ,a011 Bt . , • , • ! , „ ; Lk - - 1 v .1Z e - :- Subdt 21 vision 3 Date Contractor's - ,t • i ff.• •—•,.,) • j GI -11 Permit: WO, 37CCF: 19/1/ZY26 eBo Sq. Ft.: i 01, Value of Project $ 94. s License No. j '/ Work to be performed under this Permit 1/7/ // / ' A7471,4,/ (J -,. . )■• This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or e pl eea. c Signed • 009/ (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. • In accepting thisleirtnit I assume responsibility for all work done by either, myself, my agent, servant or employee. "- - 1 3950A200 1.1./17/00TOTI 3ntii AO BY AUTHORITY tO 1 4{77 4/e, spz, / `T PERMIT / APPLICATION FOR MIAMI SHORES VILLAGE Date /cJ /// Job Address .ci ,{ n 7, Tax Folio / d ,, 4 2A5 o. Legal Description / � � �� mil ' Hist orically Designated: Yes Owner/Lessee / Tenant Owner's Address Contracting Co. / Address 2 7 fNg Qualifier SS# Phone State # t— � f 2 5 p Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING LECTRIAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN BUILDING WORK DESCRIPTION a, 2 • /7/ 3 Ne Square Ft. Estimated Cost (value) .S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Notary as to Owner and/or Condo President Date My Commission Expires: Signature o&vner and/or Condo President Date FEES: PERMIT RADON C.C.F. APPROVED: Zoning Building Mechanical Plumbing /Y`- No x Master Permit #(+1 � ) f 1 Phone Signa ture of Contractor or Owner - Builder C a to Contractor o My Commissio Expire9FFICIAL NOTARY SEAL JULIE A DAVIES NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC 36040 MYCOMMISSION EXP. MAY 11,20'` 0J. /1 NOTARY BOND Electrical ?or)?/(. i s 1 / �j1 1 / / Structural Engineer Date Oa 04out Date TOTAL DUE Date I l i / ° c. WORK DESCRIPTION Signature of owner and/or Condo President APPROVED: Zoning Mechanical "h,r,v - vv "6 `7`5 /ve 7 d- -.) / PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ` Job Address ! 7 /fir 9aLf ,e ' Tax Folio Legal Description i Q E' r Historically Designated: Owner/Lessee / Tenant ,-- Lit?/ / / i9 £ Master Permit # 3 Owner's Address Y 77 C 2 ` Phone @c) s - - 1 (r Contracting Co. ��� _v V. w ' 6 , , f i�4 L /� �.... - Ajc. Address 7 X� AR �7 Z - Qualifier SS# ` / Phone(N) 7.5' • j 3 Z / State # f_ /G o S? ( 0-f Municipal # Competency # Address Address Architect/Engineer Bonding Company Mortgagor z/ �<•�•.... Asa• Date a cres /c // / , CU) No as to Ow andAFIreitVelPiatdffiSEAL My Commission Em • J A DAVIES FI A X Y PUBLIC STATE OF FLORIDA COMMISSION NO. CC836040 MY COMMISSION EXP. MAY 11,2003 RADON Address Yes No Ins. Co. / Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN l 6_)AA Square Ft. Estimated Cost (value) SAO ' cr-L2 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Plumbing Structural Engineer ontractor or Owner- Builder No . . o Contractor or Owner Builder My ommis C.C.F. ' NOTARY CIAL NOTARY SEAL JULIE A DAVIES NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC836040 MY COMMISSION EXP. MAY 11,203 Electrical BOND TOTAL DUE ,bate l BUILDING .(E) MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL (D Date PLUMBING . D PERMIT ROOFING 0 IJ Work to be performed under this Permit ni ; - y 1 Owner of Building Architect Contractor or Builder •' • ./ ".. Description „ Lot • .1 / BI. Legal Address of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked aeirtty-time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. , , t 44 g4X64r ' . 1 14( ( I N SPECTOR ) BY I Signed• In considerati of the issuance to me of this permit I to perform the work covered hereunder in compliance with all ordinances and regulation. pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thistpermit I assume responsibility for all work done by either, myself, my agent, servant or employee. / ../cy CONTRACTOR or BUILDER - • 47602 7- Contractor's License No. Permit: „...,,.-- ...„ . ,I. / ...e, . 1)•1 /- , ' ( ' - t CCF: 0 Subdi- / it ,..i/f 0 V - i- -' .' c " vision i i'.). Notary: /1- 4 2 /)6-19/ -6;; 60 Bond: ...., Sq. Ft.: Ittly 1 7 i... . .r... Radon: e.',- ''',. .' Value of -4°-,,f-. Amount of -7 , --• „..-• Project $ (2 5 / d(949 ".-... Permit: ...,...)!--, '.,, - 2750000 10/04/1111ITTL 769 n9 BY AUTHORITY 454 BUILDING ELECTRICAL ❑ 4 PLUMBING ❑ ROOFING ❑ Building Owner of o>tit Architca or Builder CCOtTaCtOr Description Lepi 1 (4 4-hiti9P4511 Bl. Addras of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herder is strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawiap, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the undentandiflig that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the etaterenta or apocifieatious and that be assumes respon- sibility for work done by kis agents, servn.lta cr eppi yyees r q MIAMI SHORES VILLAGE, FLORIDA tof PERMIT N_ - 47803 Y53 .64' 72 st CTOR or BUILDER Contractor's License No. Work to be perforated under this Permit 4MtDI' Ihtsittiel.. % l� Permit: Sub � . z vision Sq. Ft.: _ia DO Value of Radon: _ Project $ /90f a ld . $f Amount o Permit: - BY AUTHORITY I0 ;ogf,4a Signed' u VP' Y! (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shorn Village. In a • th' pe ' ' I assume responsibility for all work done by either, myself, my agent, servant or employee. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, 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 Division of Miami Shores Village shall be complied With. whether herein specified it not. A copy of approved plans and specifications must be kept at building during progress of the work. • Owner's Name and Address Permit No. Disapproved (Signed) /71 Date / 19Y No. Street q 2— , N Architect and/or Engineer y Name and address of licensed contractor GC-!�� Gl ;,,:f." Location and legal a ription of lot to be built on Q � f gaol o'-6�1 Lot L L/ f t I 1 Block � Subdivision eJ 4 #' " �' a Street and Number where work is to be done Remarks (Signed) G+/ 9 q J Date K' (J1 Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date 7 , 2 w i / 2 7 - -, /fig State work to be done and purpose of building (by floors), state exterior colors (submit samples) �✓�:.� /r;/ / and for no other purpose. New Building Remodeling Addition Repairs No of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S OD Amount of Permit Sr Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit. as are licensed by Miami Shores Village. STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcnu•nc ur sire 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, Florida. 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address -- MIAMI SHORES VILLAGE Registered Architect and /or Engineer _M. ..,•••,,.•„„„,.,,...•. Name and address of licensed contractor .... ..................... r Location and legal description of lot to be built on: Lot Block Subdivision .._..._r..___....._._...._.... _ Street and Number where work is to be done BUILDING INSPECTION DEPARTMENT State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering , ...... ..._..__ Estimated Total cost of improvements $ k 0 C',» ` e i 0 Amount of Permit $,.... }?.. �'.�• Zone cubage required plan Cubage , Distance .to next nearest building Size of Building Lot , Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Srlp plenient, and has complied w ith the provisions thereof, and will require similar compliance from all contractors or sub- cnntractors 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. - Rernuks. (Signed) Disapproved (Signed) :...._.. i, ffV Bui mg Inspector Chairman Member Member .. .. Council Approved Date Date.. �...., ., ,19 � s , c , . e _ No...._ __. Street_. 11 a chi c E' Repairs ✓ No. of Stories STATE OF FLORIDA, COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Read, Sworn to and Subscribed before me. PLANNING BOARD DATE 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 he has caret ly read, the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. �1 Date Permit � , "=� Notary Public, State of Florida My Commission Expires _...._..._.._. y Member _ Member Member — Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hero obtained from the Planning Huard. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. New Building. � Date.-.-- -- .._.. Permit No. -. � c3- � • a r • � •-- -.. -.— Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address " //td' t /b " ©� � � 4 2 No 4/67 Street.. ' 92 ' ' ' Registered - . '' 7 ,�' : i .�.- V L , #' S. Architect and /or Engineer Employing Plumber's Name JP _ MNa ..... --�.�e � ° )... . at>wt..-.._.....— Location and Legal Description Lot_ v' ° d0 ) /7 2 0 Blorl Subdivision /JA I -C6 - Street and Number where work is to be performed -No 9i A' Street. ._..._..._. � ,._. m State work to be performed and purpose of building (By Flo+)---- -� 42./.'1-22.11 -• _PQ.•� t' / Remodeling__:.."._..- ._____ Addition. 6' Repairs " No. of Stories......:.. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Size Septic Tank_- Type of Tank____-_ _.. - - - -.. -- - -• -C Feet of Drain Tile Dist- Feet of Tank or Drain Field from Well .. Nature of Water Supply: City-We1L Size of Soakage Pit Amount of Permit $--1 6 My Commission Expires ( Signed s Q.o (Signed) Notary Public, State of Florida Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and hut com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wor& to be performed under this permit; and will post or cause to be posted' for inspection on the the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -contra on _f • . •.. pried under this permit, as are licensed by Miami Shores Village. Master Plumber. - STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclnrowledgments, personally appeared 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 he has carefully read the foregoing application, and that be did sign the same, and that all facts therein by him stated are true. NOTE: A re- inspection fee of $1.00 will be snack wham snob rr•Inspaotion is mede.nocemary by improper notice for inspection, or faulty materials and /or worlonanship. CLOSETS BATH TUBS SHOWERS LAVA• TORIES SINKS BLOT SINKS LAUNDRY Tuna URINALS CATCH BASIN FLOOR DRAIN DRINK NO FOUNT' NS TOTAL rixTUKas CONTR. LIST CHECK — ....�.. — SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL a SYSTEM !Wilco POOL COHT R. LIFT 1 CHECK New Building. � Date.-.-- -- .._.. Permit No. -. � c3- � • a r • � •-- -.. -.— Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address " //td' t /b " ©� � � 4 2 No 4/67 Street.. ' 92 ' ' ' Registered - . '' 7 ,�' : i .�.- V L , #' S. Architect and /or Engineer Employing Plumber's Name JP _ MNa ..... --�.�e � ° )... . at>wt..-.._.....— Location and Legal Description Lot_ v' ° d0 ) /7 2 0 Blorl Subdivision /JA I -C6 - Street and Number where work is to be performed -No 9i A' Street. ._..._..._. � ,._. m State work to be performed and purpose of building (By Flo+)---- -� 42./.'1-22.11 -• _PQ.•� t' / Remodeling__:.."._..- ._____ Addition. 6' Repairs " No. of Stories......:.. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Size Septic Tank_- Type of Tank____-_ _.. - - - -.. -- - -• -C Feet of Drain Tile Dist- Feet of Tank or Drain Field from Well .. Nature of Water Supply: City-We1L Size of Soakage Pit Amount of Permit $--1 6 My Commission Expires ( Signed s Q.o (Signed) Notary Public, State of Florida Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and hut com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wor& to be performed under this permit; and will post or cause to be posted' for inspection on the the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub -contra on _f • . •.. pried under this permit, as are licensed by Miami Shores Village. Master Plumber. - STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclnrowledgments, personally appeared 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 he has carefully read the foregoing application, and that be did sign the same, and that all facts therein by him stated are true. NOTE: A re- inspection fee of $1.00 will be snack wham snob rr•Inspaotion is mede.nocemary by improper notice for inspection, or faulty materials and /or worlonanship. 7 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement or um plans and specifications herewith submitted for the build • in or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shorts Village, Florida. 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date...— ..._...... Air IL 1 ... 1 _ -- ... ».... ,19..8 2 Owner's Name and Address .. NZ.rr Sm...Oa .TIIt.?� Registered Architect and /or Engineer ... Ber•i•8•• 41126 t,.,, ,,110•11.•.1M,711.!^•• 331.79 Name and address of licensed contractor . .�a.,S..1aLdlSa, a ...Sl1sw.. �Sl_.... 1Q .I.S....5....�I.�'1.J� Fla.. Location and legal description of lot to be built on: Loth. a...18- ...a11...i� 50 Subdivision Miami Shores Sec Two. 10/3 7 . mock ...._..-- .. » »_ ....._._ Street and Number where work is to be done 453 NE 92nd St. work to done nd a of builds (b floors 128'1' total footage of a 48° high aluminum State w rabiin Ada aroun an e sling pool, as per atTWOY ff s&etcli;' "` " " " " -- ' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation RoofCovering 2 352.00 Estimated Total cost of improvements $ Amount of Permit 5..... �.. Zone cubage required .Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. P ar.i .......... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Sup ilrurent, and has complied scith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hint 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 ublic notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on rk performed under this pcnnit, as are licensed by Miami Shores Village. 11267 Remarks STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- p eared _. . _......_...._ , and who, being by me first duly sworn, upon oath deposes and says that he is the. , of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. s / Permit No % Date � ✓ Read, Sworn to and Subscribed before me. Disapproved (Signed) ®® Date Building Inspector (Signed ) �. .. P a i s to me well known, Notary Public, State of Florida My Commission Expires ....... _... ...._ ........ — ».........» — , - -__ PLANNING BOARD DATE Citainnan Member Member Member Member .. .. _ ....._......_..._. _ ...._ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'l. Board. A re•inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspevtlnn or faulty materials anti /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur ine plans and specifications herewith submitted for the build • inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. 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 not. A copy of approved plans and specifications must be kept at building during progress of the work. ' Date..._..._... ° ...I�.. -23 ___._w.. • , 19 .k 2 ° Owner's Name and Address ... .::al! /ia /Ai � ! t : ° i C" _ N o . . Registered Architect and /or g 4 0W' - 7 P6'� iiii't� 6 0� S6� � � fbn pacer :. : r Name and address of licensed contractor L-1 vf:, 471.- ® � . `�`� W, ;: � d ie - ei LocatioR and legal deso.iption of lot to be built on: L o t . b y t . . 1 ' 9 ' / . ' . . . Block . A Subdivision hib L o 1 2 : f � e m / - - S t r e e t and Number where work is to be done .l a . 9' State work to be done and purpose of building (b floors) _.. in _ __ ..._....._..._. and for no other purpose. Ncw Building Remodeling Addition... ` ' ' ' Repairs No. of Stories _ To be constructed of Kind of f o nd � Covering Estimate Total cost of improvements $ �' a`� Amount of Permit S. , Zone cubage required _.._...plan Cubage Distance .to next nearest building. f�� Size of Building Lot... 25- Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Maximum live load to be borne by each floor Building Inspector I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied %%ith 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 in ection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such to be • rformed under this pennit, as are licensed by Miami Shores Village. Remuks... (Signed) .......... •••• STATE OF FLORIDA, COUNTY OF DADE. j ss. 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 he 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.._... t L W". - Date 1 1" Read, Sworn to and Subscribed before me. P.... Date , Notary Public, State of Florida My Commission Expires .... ......... ._.._. PLANNING BOARD DATE Chairman Member _ \icrr,bcr Member Member .. .. .. Member ...._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A rc•in.pection fce of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Date 2- a ' ` 3'7/ Metropolitan Dade County Building and Zoning Department Attention: Building Official 123.03 -92` SWIMMING POOL OWNER'S CERTIFICATION 1 certify that I am the legal owner of the property described as L ed -- < B 7 s t 0 »Y) 1 $9'r' Shy located at In accordance with Section 33 12(f), Code of Metropolitan Dade County. I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety bar- rier, and such barrier erected, inspected and approved. 1 further understand that this certification, however, does not eliminate the need for ob- taining a permit and erecting an approved barrier prior to final inspection and use of the pool,. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. 1 Is hereby licensed to engage in business or occu- pation specified hereon. This license does not constitute a certification that the licensee is qualified to engage in the busi- ness or occupation specified hereon. The license indicates that the licensee has paid the occupational tax necessary to engage in the specified business or occupation in this county. • •�' Business Address in Dade County OPERATING IN 30 Trade Name POOLS OF HOLLYWOOD INC Corp. Name Mailing Address 25C2 •5TERLINC .RD Hollywood F1.33020 ADDR Ss OPERATING IN DADE COUNTY 30 TRADE NAME v:3 1981 OCCUPATIONAL LICENSE 1982 DADE COUNTY — STATE OF FLORIDA 117,in MUST BE DISPLAYED AT PLACE OF BUSINESS Cert. No. EXPIRES SEPT. 30, 1982 1 9 100 ❑ RENEWAL NEW LICENSE ❑ TRANSFER UNIC i fl 3N OL TX INCL -Sec. Type. of - Business 1 196 SPEC BLDG 15 36.00 1-10 min PAYMENT RECEIVED AS CERTIFIED ABOVE DADE COUNTY TAX COLLECTOR Amount 1 n CTRL 19 c0n.�. 7.7,, �' 9 L O �� S ®cell ��, I ��: f liCEiSE ACCT. 0 ���� EXPIRES OCT 1ST 1981 SEPT. 30 1982 THIS LICENSE ISSUED IN PURSUANCE OF METROPOLITAN DADE COUNTY ORDINANCE — 66.2 STATE NO . 13844 CERT. OF COMPETENCY TYPE OF CONTRACTOR FLAIR POOLS OF HOLLYWOOD INC SPEC BLDG 15 CORP. NAME ^� MAILING AMOUNT l / 5.00 ADDRESS 2582 Sterling Rd CITY HallywoOd F1 33020 STATE ADD'L CATEGORIES ZIP IS HEREBY LICENSED AND AUTHORIZED TO DO BUSINESS TOTAL AMOUNT 175.00 AS A CONTRACTOR AS SPECIFIED HEREON 10 1781? 2 5FE82 175.0 0 PAYMENT RECEIVED AS CERTIFIED ABOVE — DADE COUNTY TAX COLLECTOR. MIAMI. FLORIDA THIS FORM BECOMES A RECEIPT ONLY WHEN VALIDATED BY RECEIPTING MACHINE SHOWING NUMBER - DATE • AMOUNT PAID 504 0 State No. I I ORIGINAL TAX Amount SEE REVERSE SIDE THIS LICEN:,E OLIO ONLY ,U MUNICIPALITIES LISTED B' LOW LICENSEE MUST REGISTEP,, IN CITY WHERE WORK IS DUNE BAL HARBOUR BAY HARBOR ISLANDS BISCAYNE PARK CORAL GABLES EL PORTAL FLORIDA CITY GOLDEN BEACH HIALEAH GARDENS HOMESTEAD ISLANDIA MEDLEY MIAMI MIAMI BEACH MIAMI SHORES MIAMI SPRINGS NORTH BAY VILLAGE NORTH MIAMI NORTH MIAMI BEACH OPA LOCKA PENNSUCO SOUTH MIAMI SURFSIDE SWEETWATER VIRGINIA GARDENS WEST MIAMI • f4' ACCOUNT` NO..: r f a 1 it. rt rU rr,,T Py 3G.00 r--I • : A • 453 NE 92 ST / --7 \ Passed i ib Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -3949 Inspection Date: 12/27/2005 Inspector: Grande, Claudio Owner: ROLPH, RODNEY & FRANCES Job Address: 453 92 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATRIUM CONSTRUCTION GROUP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho: (305)795 -2204 Fax: (305)756 -8972 Permit Number: 8P2004 -1640 Permit Type: Imported Permit Inspection Type: Roof Sheathing Work Classification: Addition /Alteration Block: Phone Number (305)62 -6756 Parcel Number 1132060140260 Lot: Thursday, December 22, 2005 Page 2 of 2 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other stru ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Villaga, F'orrda, and all provisions of the Law of the State of Flor•da. 311 ordinances of Miami Shores Village 'nd all rules and regulations of the Building Division of Miam Shores Village sh 11 be co _.plied with whether h -r in specifie ' • not. A cop o£ apt rove d plans and specifications must be kept at building during progress of the work. New Building STATE OF FLORIDA, COUNTY OF DADE. j ss. APPLICATION FOR BUILDING PERMIT Owner s Name and Address ___ Registered Architect and /c Engineer Name and address of licensed contractor __ Location and legal description of lot to be built on: Lot - Block _ __ ____. __ ___ ._. __ _ - Subdivision_ Street and Number where work is to be done State work to be done and purpose o building (by fl1ors) ___ ` It 4, _ To be constructed of _ _ __ Kind of Estimated Total cost of improvements $ Zone cubage required_ Distance to next nearest building Disapproved _ i __ _ Date (Signed) Building Inspect MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Remodeling Addition_ foundation__ 0 __ 0 Maximum live load to be borne by each floor____ _______ .____ ______ _ _________ _ __ _ _ __ _ _._ ______ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to b performed under this permit, as are licensed by Miami Shores Village. Remarks__ _______ _ _ __ (Signed) --- _ . /d Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, pen i ally 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 he 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 _�31_ Date -___ _ i CJ Read, Sworn to and Subscribed before me. NNING BOARD Chairman _ "_ Member Member Member Member ..._ _ __ _ _ Member Dat-. C_ 191? — No. Street CY: _Amount of Permit $ _Plan Cubage _Size of Building Lot ____ and for no other purpose. Repairs________. _ ._ .___..__ _ No. of Stories __ Roof Covering_i . -_ DATE P Notary Public, State of Florida My Commission Expires __ • Council Approved ._ _ _ __ __ Date Disapproved _ _ .... _ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after appr .1 has been obtained from the Planning Board A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship BUILDING INSPEaLI,Qrl,,, DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the 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, Florida, 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 2 ,19 Owner's Name and Address. /; Registered Architect and /or Engineer Name and address of licensed contractor____ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors MIAMI SHORES VILLAGE New Building Remodeling Addition To be constructed of Kind of foundation__ Permit No Disapproved (Signed) Buil. ri Date - - - -- - - - - -- - -- — and for no other purpose. Repairs Roof Covering Estimated Total cost of improvements $ Amount of Permit V Zone cubage required _Plan Cubage Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepi:s his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 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 size of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such on ors, on work to be perf9ned under this permit, as are licensed by Miami Shores Village. Remarks _Size of Building Lot ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the un ersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by e irst duly sworn, on oath deposes and says that he is the of the above describ - . construction, that e has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stat are true. Date T a d , Sworn to and Subscribed before me. ector PLANNING BOARD DATE No. of Stories the building and its construction may to me well known, Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. i r Application is hereby made for the approval of the detailed statement of the 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, Florida, 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 Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address / Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot ' __..____.___ Block • Street and Number where work is to be done State work to be done and purpose of building (by To be constructed of Kind of Estimated Total cost of improvements $_ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision floors / ' New Building. Remodeling Addition Repairs No. of Stories foundation Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with 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 are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) - - -- -- - - - - --- - - - - - - STATE OF FLORIDA, COUNTY OF DADE. ss. 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 he 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.__,________l____ Date " " ` _ � _ Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector Date - __, 19 No. Street 4 and for no other purpose. Roof Covering Amount of Permit $ Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member , Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. A Rt COPDED COPY MUST BE POSTED ON THE JOB SITE AT TIME Of FIRST INSPECTION 008359939 2000 JUL 26 11:08 PERMIT O. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordaoce with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. • 1 .1egal description of property and street address: 1 I D- 1 2 °- °t °' )- n40 S5 + (� t o — 3 7 1 4 S 3 M E -q a r.4 St 7.' - .T,4-, eo • „s-•• (1 rf j . 72/ f 2. Description of improvement: (o ...I. f /sJ / v 3. Owner(s) name and address: 't tf A- 4...... c.) /1%0 15 - 3 /, E 9.i' J ti-c c, 717.:a•.; 41 .r- 12/ 1 Interest in property: 61 -e Name and address of fee simple titleholder: 4- 4. 4. Contractor's name and address: X”. Z4i /06. f�•x7! - L - c. 2 7r A-£ 7 2 ! 112- .4-1 f .n , ,- • 17' T5 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: .i 9. Expiration date of !his Noti different date is S&ratura of owner Print Owners Name Notary Public � �O Lt I I, L Sworn to and subscribed before me this ? J day of Print Notary's Name -Z /, L U At "'Cs rind' 1b116 Vr ..Ve•ta vemvVs.ovic i s u ent: (the expiration date is 1 year from the date of recording unless a OFFICIAL NOTARY SEAL JULIE A DAVIES NOTARY PUBLIC STATE OF'FLORIDA COMMISSION NO. CC836040 g EXP. MAY 11,2003 By STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true o 'y of Me t day of onginal fled in thi , office on p 24 A n and � , c fhciat Seal, i Courts WITNESS my curt ono County Prepared by: e/4' es /� Address: 2 2s 92 & f7 ��r 45 F,rC PIPE 1 0) Y FD. o•K . 0 r 1 if1 REF F BOOK : C 1•1 32\ - 41 4 4$ 0 c io 9 .43 • 14 \O s 0 t sole 2 SZ`t Res. X46 d 1410' • 12 :.00' 2t.Z3` S"C"1cSS 6' G 9.1' O r co x 13.15 fi o•l•' Co Co' ( mi l Co - 23.8' Pkt. OEAGE ▪ 6.S 8.z' 2.2 e.2 AR EA 2.p.ts e 93 ,/3 O.N. , REVISED: O.N. 34963 , SURVEYED: F.eb. 12 it) 0 w o.o&. Fn. O.N O.N. O.N. DETAIL SC. i a -20 1 WD \GA'TES E.NCCROA.Ck\M2a3 , UPDATED. , FINAL: 51 <53 LOCATION SKETCH A PORTION OF SEC. Co TWP. SS's RGE.42 SCALE: t" = 3C• SKETCH OF SURVEY c"4" E 0 f LOZ t S ccnd► c .\\ "o c LOTS 19 t20 ESL 5o 4M4 k SVA ORES secN 140. 2. Aa recorded'lh p \a\ book \o 'o.* gouge. 3 c' r\ e Pu61 \c Records. oc DA06 Gouh.+�� F \or\••• NOTES ALL RIGHTS OF WAY. - EASEMENTS, SET BACK AN-D ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE. ELEVATIONS SHOWN THUSLY „ 111312 " ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM, OF 1929• CERTIFICATION: • WE HEREBY CERTIFY THAT THE ATTACHED SKETCH- OF .SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER OUR DIRECTION. DONALD W. Mc.INTQSH_ ASSOC., INC. DANIEL C FORTIN , VICE PRESIDENT PROF. LAND SURVEYOR Ne.2853 . STATE OF FLORIDA "NOT VALID UNLESS SEALED" Prepared by: DONALD W. McINTOSH ASSOCIATES INC. 581 NE 9IstSTREET MIAMI SHORES, FLORIDA. 33138 SK. No.: CS 82 -255 Architect (A copy of this Application, together with one copy of plans and specifications, must be kept at building during progress of the work) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of the City of Miami, Florida, which said Ordinance was approved July "th, 1919. All provisions of the Laws of the State of Florida, all ordinances of the City of Miami, and all rules and regulations of the Building Department of the City of Miami, shall be complied with, whether herein specified or not. Owner's Name and Address Name and address of contractor or builder Location and legal description of lot to be built on: Lot _ Block Street and Number where work is to be done_. Purpose of building (by floors).. _ _ _ Notary Public. My commission expires � In this space give lot dimensions; make sketch of ground plan, and distance of building from all lot lines. CITY OF MIAMI FLORIDA_ OFFICE OF BUILDING INSPECTOR APPLICATION FOR BUILDING PERMIT Date , 192_ Street No. Subdivision_ New Building -- __ Addition Repair.l 11 Remodeling Number of Stories Estimated cost of Improvements (not including furnishings) $ Type of Construction Roof covering Foundation Number of persons to be acco::nmodated (maximum) per floor Size of building lot_ Distance from next nearest adjoining building (from all sides except street) Heating system, if any (kind) Plumbing Elec Elevators: passenger freight_ Manufacturer Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to (Signed) STATE OF FLORIDA, COUNTY OF DADE. } SS. Before me, the undersigned authority, a notary, public, duly authorized to administer oaths and take acknowl- edgments, personally appeared 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 building, that he Ilas carefully read the foregoing application, and that he did sign the same, and that all ,ts therein by him stated are true. Real, sworn to and sulscribe4 before me, ` t t (Signed) THIS TO BE FILLED IN BY BUILDING INSPECT.,OR Permit No. j ' issued upon above Application 192 Classification Disapproved , 192 • Reasons: (Signed) Building Inspector. _ and for no ether purpose. a (A copy of this Application, together with one copy of plans and specifications, must be kept at building during progress of the work) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of the City of Miami, Florida, which said Ordinance was approved July 7th, 1919. All provisions of the Laws of the State of Florida, all ordinances of the City of Miami, and all rules and regulations of the Building Department of the City of Miami, shall be complied with, whether herein specified or not. Owner's Name and Address__ Architect New Building _ OFFICE OF BUILDING INSPECTOR APPLICATION FOR BUILDING PERMIT Notary Public. My commission expires CITY OF MIAMI FLORIDA Addition_ In this space give lot dimensions; make sketch of ground plan, and distance of building from all lot lines. • Date Street Name and address of contractor or builder Location and legal description of lot to be built on: Lot / Block , Subdivision_ __ Street and Number where work is to be done __ Purpose of building (by floors)— Repair . Remodeling Number of Stories Estimated cost of Improvements (not including furnishings) $ Type of Construction ' z Roof covering Foundation Number of persons to he accommodated (maximum) per floor Size of building lot Distance from next nearest adjoining building (from all sides except street) __ _ Heating system, if any (kind) Plumbing _._ _ Elee Elevators: passenger freight Manufacturer Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to (Signed) Yo. ,192 /cry and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. } SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowl- edgments, personally appeared 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 building, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, sworn to and subs i1S ed b @fore me, (Signed) THIS TO BE FILLED IN BY BUILDING INSPECTOR Permit No._; ",' v6 -i =sued upon above Application , 192.f( Classification Disapproved , 192 Reasons: (Signed) Building Ir spector. • BUILDING ELECTRICAL PLUMBING Owner of Building 1 ■ MIAMI SHORES VILLAGE, FLORIDA DATE VK 194 7 Contractor's License No z PERMIT Nn 5197 Work to be performed under this Permit Architect Contractor or Builder Legal Lot Description i A ddress of , w, if t= Value of " - Amt. of i. — •-- Building .- i i �' rt� '" Project I Permit This permit is granted to the contrac or or lder ,Kamed above to construct the buildi or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinar pertaining thereto and w th the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal a•-rthorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans ar changed with it authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above ac es the-J. - ponsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or sibility for work done by his agents, servants or employees. CONTRACTOI OR BUILDER Bl. Subdi- vision BY th g'ttaate' a is or specifications and that he assumes respon- Signed: f lJ bR � ! By In consideration of the issuance to me of this permit I agree to perform th4 work covere ereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authpriies ies of Miami Sj Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building Lot Architect Contractor or Builder Legal Description Address of Building ✓' This permit is granted to the contractor or MIAMI SHORES VILLAGE, FLORIDA DATE ( -- Contractor's License No. PERMIT N2 5197 Work to be performed under this Permit / ` j . Bl. Subdi- vision • Value of C' Project Signed: II ,c OR • 194 Amt. of Permit .••'� '"� b lder .med above to construct the buildin• or to install the equipment or device desdribed the appli- cation herefor in strict compliance with all ordina es pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are c ged wi •ut ahthorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assum *Ise re • . ibilily for "thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or .• . . . • . • .ifications and that he assumes respon- sibility for work done by his agents, servants or employees. mod' ' 4 By ,./C..• In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBII' 3 Address of - Building Owner of Building Architect Contractor or Builder Legal Lot Bl. Description MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 6325 DATE Work to be performed under this Permit Subdi- vision Value of Project Contractor's License No Amt. of Permit 194- s This permit is' granted to the contract or or builder nat d above to construct the building or to install the equii ment or device described in the appli- cation herefor in strict compliance with all ordinances pertain ng thereto and w th the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of tlig ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in tha statements or specifications and that hei• assumes respon- sibility for work done by his agents, servants or employees. i Signed: r _ , .,,. y� / „1 L_' -t t By / . . 4 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and re ul�tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authMies of Miami Shires'lhl' lage. In accept+eg•thirrmit I assume responsibility for a work done by either myself, my agent, servant or employee. „:700 �' ,,t l t 0 t : . CONTRACTOR OR BUILDER BY AUTHORITY INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION DATE FEE TEMPORARY SERVICE $ BEAMS & LINTELS $ SEWER RANGE CONN. $ FRAMING MOTORS $ GAS FIXTURES $ $ S INSPECTIONS DATE FINAL RE- INSPECT BY RE- INSPECT BY ROUGH ING TEMP. SERVICE CLEAN -UP GAS ROUGHING CONTRACTOR ,, i . I i I G _.. ... �'J J')Gi_C .. .., 1 :? . . - !:". PHONE PERMIT NO. ;": DATE 12/.1V/.7 FEE $ .1.A.) REPAIRS NEW BLDG. ALTERATION_ ADDITION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ y SEPTIC TANK $ SEWER RANGE CONN. $ SOLAR HEATER MOTORS $ GAS FIXTURES $ $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGH ING TEMP. SERVICE GAS ROUGHING SEWER H. W_ HEATER CONN. SEPTIC TANK - 1 J.2 /1V /L; N SOLAR HEATER FIXTURES FIXTURES & FINAL CONTRACTOR PHONE PERMIT NO. DATE FEE $ NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. S RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W_ HEATER CONN. RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PE rimaT 3 e INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE ELECTRICAL PERMITS & INSPECTIONS BY OWNER'S NAME f ZJIoD PRESENT ADDRESS -A5:5 � /!E f2 fr LICENSE N. NO. -1 PHONE NO. 7 3sys JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION Oo GENERAL CONTRACTOR yE,e ADDRESS PHONE NO. 7 LICENSE NO. �i9/ /� BUILDING PERMIT NO. ✓/ / / �f� /�J DATE � PERMIT FEE $ I - O BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ ea °S) DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: � p/ C 00 DATE NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRU REPAIRS DESCRIPTION DESCRIPTION , u ALTERATION X /� O die /� ADDITION ��4!/ �xe /tif /YT le �,0 1 ��/ .v /�J�/� X.G �,z ,4, Aeon' ,oh // �G.C//�e 0.c/IF/ ✓✓ / ` � C SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE-SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. • ISSUED BY • I TO ' BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE 453 N. E. 92nd St. By F. J. Wood N.7 Year Annual Tax Period Used Amt. Pd. Da ,e Pd. Receipt, # / :.11 I • ( ° • v PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID —c---4/0 ^ - RECEIPT 7 NUMBER iiii /c.) d 2 i •• -3 J / /��: , A ��•' Q . // 940 /O -/ V o • ./(9.00 . / - . . , j,__, / O 1941 ,_ i i / 1942 /0 a ° /-) - (Y a ` zs /1 1943 /0°---Q /-7--V3 1 -7 1 �41 ' .. (.00,9-X_ 1944 /n. /2 oG7--,C��d-3 1 r i 2I06 1945 M . (i- l- d_cis h T � '0.2. 6 ,]/> y 1946 � /d " " / - 2/ - "r'So .-44---411--30-4 (7 1947 1 4 3 )1- -3 - V lc 1948 / •aU /0/ Tl /,•f/a 44 ((?-Y7 (0 Z73 �. , / 1949 C /...2-v- if /c7 5.- �� ,, /-5 �/ /- 5 `J lJ /2 70 /2 75 �� ,� 1950 • LOCATION . N. E. 92nd Street / oz-0 - �� S2�1a_i5 4: GARBAGE TAX RECORD\