No preview available
FW-18-367Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. FW-2-18-36:7 PermitPermit Type: IenceMall Work Classification: Iron/Ornamental Permit Status: APPROVED Issue Date: 4/5/2018 Expiration: 10/02/2018 Parcel Number Applicant 500 GRAND CONCOURSE Miami Shores, FL 33138-2465 1132060171440 Block: Lot: PATRICK PENKWITT Owner Information Address Phone Cell PATRICK PENKWITT. 500 GARND CONCOURSE MIAMI SHORES FL 33138-2465 Contractor(s) Phone Cell Phone SIGNATURE CONSTRUCTION GROUF (786)838-8807 Valuation: Total Sq Feet: $ 7,074.00 28.5 Approved: Comments: Date Approved: : Date Denied: Type of Construction: Other Classification: Residential Additional Info: FENCE REPLACE ALUMINUM Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Wire & Wood Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $4.80 $2.00 $2.00 $1.60 $100.00 $45.00 $120.00 $9.00 $6.40 $290.80 Pay Date Pay Type Invoice # FW-2-18-66433 04/05/2018 Credit Card 02/13/2018 Credit Card Amt Paid Amt Due $ 240.80 $ 50.00 $ '50.00 $ 0.00 Available Inspections: Inspection Type: Foundation Final Review Public Works ' Review Building Review Building Review Building Review Building Review Structural Review Structural Review Planning Review Planning 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 work stated. April 05, 2018 Authorized Signature: Owner / Applicant / Contractor Building Department Copy Date April 05, 2018 1 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: �OO cir0 flea ncourse City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: ' 'Construction Type: (I g (NA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING Master Permit No Sub Permit No. RECEIVED FEB 132018 aciorq- .CvN ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 331 8 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder)T4(GK 1 efl u)I4 Phone#: Address: 500 ,rezv c-C COY1GOUr City: Mica',(' JVore9 State: -11i cGe-Ct Zip: 331-%C3 Tenant/Lessee Name: = Phone#: Email: CONTRACTOR: Company Name: S c r i-P C6A4YU Oi'l Q(VU2 Phone#: 6 O >o `cf Ol' Address: 15-WA tJ U) j 1 . Unii 13 City: (%'Y ram_ State: Zip: 33*(> . Qualifier Name:(S Phone#: State Certification or Registration #:CC0 1 0 DESIGNER: Architect/Engineer: Certificate of Competency #: Phone#: Address: � L- City: State:-�Zip:s Value of Work for this Permit: $ 7 . 0�'/! Square/Linear Footage of Work: 0 •5 L 1 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: F e�ce - geI7IGCe f tur►linlUm &coictS Specify color Ioffccolor thru tile: L Submittal Fee $ Permit Fee $ 1 , CID CCF $ CO/CC $ Scanning Fee $ q CO Radon Fee $ .M DBPR $ 2 • CZ Notary $ Technology Fee $ G . I V Training/Education Fee $ Double Fee $ Structural Reviews $ VC -Q LfE• O Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding compatsy's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) mortgage Lender's Address aty 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: t 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 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature OWN or AGENT The foregoing instrument was acknowledged before me this s- da of T -6041-GQ t^-I) 20 I ? . by rPairtC- ,ei1k-w11+ - , who is personally known to me or who has produced l'Jer 1/Z-CQ fse identification and who di Print:. A- Ctb s IU.6 L Seal: as Signature The foregoing instrument was acknowledged before me this 5 day of -)"eQf , 20 (V , by , who is personally known to me or who has produced Pr i' ( Lac ,S e as identification and who did take an oath. NOTARY PUBLIC: ******************************* **** ****she******sss********a**s*s*********s*******************s*****s**s***( 7/I APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Cleric 2/13/2018 Property Search Application - Miami -Dade County • Summary Report Property Information Folio: 11-3206-017-1440 Property Address: 500 GRAND CONC Miami Shores, FL 33138-2465 Owner PATRICK PENKWITT &W MICHELLE DE FIGUEIREDO NAVES Mailing Address 500 GRAND CONCOURSE MIAMI SHORES, FL 33138-2465 PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS Beds / Baths / Half 8/6/0 Floors 1 Living Units 2 Actual Area 6,934 Sq.Ft Living Area 5,744 Sq.Ft Adjusted Area 6,051 Sq.Ft Lot Size 29,035.5 Sq.Ft Year Built 1953 Assessment Information Year 2017 2016 2015 Land Value $1,021,882 $928,984 $639,666 Building Value ' $416,920 $419,116 $421,313 XF Value $66,411 $67,074 $45,276 Market Value $1,505,213 I $1,415,174 $1,106,255 Assessed Value $906,154 $887,517 $881,348 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $599,059 $527,657 $224,907 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 9 THRU 12 BLK 97 LOT SIZE 13983 SQ FT Generated On : 2/13/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $856,154 $837,517 $831,348 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $881,154 '$862,517 $856,348 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $856,154 $837,517 $831,348 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $856,154 $837,517 $831,348 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/2006 $1,250,000 24604-0740 Sales which are qualified 04/01/2003 $510,000 21226-2306 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ern vA Engineering Group c aland Civil Engineering Consulting A% Eastern Engineering Group PENKWITT RESIDENCE Job No: 17-921 . MISC. SHOP DRAWINGS::::' 500 Grand Concourse, Miami Shores, FL 33138 .. .... . . . . • • • . .. .. . STRUCTURAL CALCULATIONSsteel _ STRUCTURAL REVI APPROVED Prepared By: ❑ Raissa Lopez, PE Lic. No. 59399 CAN # 26655 DATE ❑ Gonzalo Paz , PE Lic. No. 60734 CAN # 26655 .... .. • ... .. ... .. S. . . • • • .. . . .. .: . . • . . . 1 of 20 03/08/18 Job No: 17-921 Ok Eastern Engineering Group DESIGN CRITERIA: Calculations based on: 1. 2017 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. Building Code Requirements for Structural Concrete ACI 318-08 4. American Institute of Steel Construction AISC-13ed .... 5. Aluminum Design Manual 2015 •....• 6. Specifications for the Design of Cold -Formed Stainless Steel Structural Members E1//SCE8-02 • .' • •• . CALCULATION INDEX: Wind Analysis II Aluminum Fence and Gate CALCULATION STATEMENT: . . . • ••.. • . • .... • S. •• • . •. • .. 4 • . • • . 6-20 . • . • � • . • • . • • • •.• . •. . • . Total Pages =20 To the best of my knowledge, ability, belief and professional judgment, jthert iycaite st that the manual calculations and computer generated calculations are in compliance :�rP I he•e st: � rniing codes. Prepared B : P Y: `�. �i��are�l By: vi 1 (7): Raissa Lopez, PE 0 ' onialoo Faz , PE .;(:).y Lic. No. 59399 Lic.� No:'6073,4...••':O.••`� CAN # 26655 CAI 7.66/5 P o Os% 3401 NW 82nd Ave, Suite 370, Miami, Florida 33122 Telf. (305) 599-8133 / Email: info@easterneg.com 2 of 20 03/08/18 Job No: 17-921 Ok• Eastern Engineering Group • ... • . • .• .... • S S ... . . • .. .... .: • . . . .• • . • • ..• .. . . . .... ... WIND ANALYSiS: :•... 3401 NW 82nd Ave, Suite 370, Miami, Florida 33122 Telf. (305) 599-8133 / Email: info@easterneg.com • • • S• 3 of 20 03/08/18 Job No: 17-921 Project Name:17-921 Penkwitt Residence Date:01 /15/2018 Wind for Solid Freestanding Walls & Signs Design (E>70%o) ASCE 7-10 }General Wind Data: L,.V := 115.0 Kzt := 1.00 Kd := 0.85 0.85 Cr := 1.35 a.:= 9.5C zg := 900.00 FENCE AND GATE Wind Velocity (mph) Topographic Factor Wind Directionality Factor (see table 26.6-1)ASCE 7-10 ....Kd=0.85 Gust Factor (Rigid Structure) Net Force Coefficients (see Figure 6-20 through 6-23) For Solid Signs: s/h<0.16 & 0.2<B/s<10 Cf=1.85 For Freestanding Walls: s/h>=1 & B/s=1 Cf=1.45, •,,,, • s/h>=1 & B/s=2 Cf=1.40'..' :• , s/h>=1 & B/s=5 Cf=1.35. • s/h>=1 & B/s=10 Cf=1.30• • , Values for Terrain exposure constants a and zg: Exposure B-- Value a =7 , Value zg=1200 Exposure C-- Value a =9.5 , Value zg=900 Exposure D-- Value a =11.5 , Value zg=700 (General Sign Data: Z 8.0 := 83.3 Height of Top of Sign (ft) Solidity Ratio of Sign (%) s D15 X:= 1—(1— 100 Then Z := if(Z < 15,15,Z) Kz := 2.01 2 (Z1a zg) qz:= 0.00256•Kz•Kzt•Kd•V2 'Allowable Design Wind Loads: pz:= 0.6(gz•G•Cf) pz.EQ :_ •pz, 10) Easter a of 2A0 eering Group a = 093. Kz = 0.85 = 24.43 • = 16.82 pz.EQ 5.67 03/08/18 •••• . •••• • • . .. •. • • • • • • • • • . •• • •• • • . • • • •• • • • •. • • • •• • • • • .. •.• . Solidity Ratio of Sign (%) psf Gross Wind per Actual Solid Area (psf) Equivalent Wind in Overall Area (psf) Job No: 17-921 4114 Eastern Engineering Group •••• • • • •••• • •• • �• • • • • •• • •• .• •• •••• •••• •• •• •• • •, • • • •• • •• • • •• ALUMINUM FENCL-ANC? GATE 3401 NW 82nd Ave, Suite 370, Miami, Florida 33122 Telf. (305) 599-8133 / Email: info@easterneg.com •• • • •• 5 of 20 03/08/18 Job No: 17-921 S C 0\ Ic=)OF Area = 0.1344 in°2 Ixx=1.9681 in°4 lyy = 0.1445 in°4 Jz = 2.1132 in°4 Pxy =-0.0000 in°4 rxx = 1.6313 in ryy = 0.4436 in Sxx max = 0.1815 in °3 Sxx min = 0.1815 in°3 Syy max = 0.2890 in°3 Syy min = 0.2890 in°3 Area = 1.4424 in °2 Ixx=0.9412 in°4 lyy = e.e412 in°4 Jz = 1.8944 in °4 Pxy = 0.0000 in °4. rxx = 0.E3104 in ryy = 0.8104 in Sxx max = 0.8420 in°3 Sxx min = 0.8420 in°3 Syy max = 0.8420 in °3 Syy min = 0.8420 in°3 Area = 2.2119 in°2 lxx = 2.1041 in°4 lyy = 2.1041 in°4 Jz = 5.4m82 in °4 Pxy =-0.0000 in°4 rxx = 1.0910 in ryy = 1.0910 in Sxx max = 1.8021 in°3 Sxx min = 1.8021 in°3 Syy max = 1.8021 in°3 Syy min = 1.8021 in °3 �T S 5.0y0 �. LX Louvers .... • . • ..... • .• .. • • .• .. .... • Gate Post . 3.00 Y� Fence Post X 6 of 20 03/08/18 Job No: 17-921 Eastern Engineering Group �,..�aY t2 e's F )-49 6 t_ = � c. • f 2, F6-72:73-T9-7-i; Z S 1 Lk 3401 NW 82nd Avenue, Suite 370, Miami, FL 33122 (305) 599-8133 Infa(@easterneg.com www.eastemeg.com PROJ. NAME: PROJ No.: DATE: DESIGNED BY: PAGE: REVIEWED BY: R.L OR G.P. • •�p . • F., Z .. . . .. ..• . s 5 0 0 p c ti D IC . . • . . 7 of 20 03/08/18 Job No: 17-921 Eastern Engineering Group 2 3401 NW 82nd Avenue, Suite 370, Miami, FL 33122 (305) 599-8133 info@eastemeg.com www.easlemeg.corn Z p-.)F 4(tZ1 ,bs. 2., Frt-v Fob Sy ©2Qt PROJ. NAME: PROJ No.: DATE: DESIGNED BY: PAGE: REVIEWED BY: R.L OR G.P. `FAQ, r s " ° l's ^ ..� ) F,� . � 722Ins n F ,tr w 2 ', -i t \sA -- Sgn t�s� eNc©o ps - ors . • \ •••• • • • • •••• •. • • •• • •• • •• ••• •• • • • • • • • • • • • • • • • •• • • • • • • ••• •• • • •• • • . • • • • • • • • • • • •• • •• • • • • •• • 8 of 20 03/08/18 Job No: 17-921 Eastern erect.• Engineering Group Sd4z.rsLt•,eq' ,s L < P S F Ltv �V L Vt_ • • _. 3401 NW 82nd Avenue, Suite 370, Miami, FL 33122 (305) 599-8133 Info@eastemeg.com www.eaelemeg.com b L- S p 5 '' Fri>t_ . fiK. -2vZ•a . z. PROJ. NAME: PROJ No.: DATE: DESIGNED BY: PAGE: REVIEWED BY: R.L. OR "G.P. atej af2-, Z 1 ;3 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • • y .. • • • • • • .. •••• • • •• .S• • ® 7 • • • • • • • •• • •• • • • • • •• • 9 of 20 - �r 03/08/18 Job No: 17-921 Eastern Engineering Group CD Z c 3401 NW 82nd Avenue, PROJ. NAME: Suite 370, Miami, FL 33122 (30info eoster a599-813PROJ No.: DATE: info(�eastomog.com www.eastemeg.corn ,/k, 1 (v f tt . l S E- . r. 4 l t ', zo DESIGNED BY: PAGE: REVIEWED BY: R.L. OR G.P. •. • • I . ••••: • • • ••• • • • •• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • •• • • • • • • • • • • • • 10 of 20 03/08/18 Job No: 17-921 POST CO Loads: Wind Lateral W1=15.61 psf Load Processing C i 1O\ 4 I - O N Illl�I/l/lI%l///IJ%//fly%%IIIh//Ill ill/riY//l lll/I/iff/ ill./Zz.. I/lull/11/'Tl/11�171114/.2lll ZZ f ti'Ill/r'1///r%/lllrllrli�//1111I1 _.7/ //1/%//l/IIII/ %%fill%7 %11'11//ill/11//r1111111/1O1/lll1 111/f lllllfl'll/ll�%1//%i///1/ /Il//Il/%/l/I %/l/lJ%1/// /% %1l111//lull/�lll./lll/hllllll/l/ IrJ�/llr�%lllldl�1/rJ�llllt�/1/ll %/I�l/Till%�%//I1/lJ�/f/.f1//1 /lli/l/l/lam/1 1 Pw = 15.61 psf*4'*61=316.08# Mmax=(316.O8446.0/2)*12 Mmax= 13538.800-in fb= Mmax/Sx < Fb fb = 13538.08/1.8021 fb = 1510.33 psi < 19000 psi (OK) 4' - 0 11 ll/l/ill//1l/lll�lll111/G/T- //Illl�lll. ,111�111r1/11�1111Zf >>lTll//fill//l/ld/TII//ill/lull% l/rPlrll ffy„//T�Il1l/ill///11l// ��,��; .;. •. -. b. . •. • •... . • • .. • . .. . •.• • .. . • . • • . • .. •. . •• . . . • fi LL=316.08° > . 1 11 of 20 03/08/18 Job No: 17-921 Project Name: 17-921 Penkwitt Residence Date: 3/6/2018 Poles or Posts Embedment Depth into Earth or Concrete pole/Post Data: b := 1.5C P := 376.08 h := 3.0 feet lbs feet ISoil Data: S := 300.0 fiso 2.0 x := 1.0 Given psf ft Diameter of round post or footing or diagonal dimension of square post or footing Applied lateral force Distance from ground surface to point of application of force P GROUND SURFACE Allowable lateral bearing pressure per foot below natural grade: 200...Sandy gravel and/or gravel 150...Sand, silty sand, clayey sand, silty gravel and clayey gravel 100...Clay, sandy clay, silty clay, clayey silt, silt and sandy silt lsolaed Member Factor (FBC 2014 1806.3.3).. 1.0 for N/A, 2.0 for isolated members y := 1.0 z := 1.0 x = 0.33•z•S•fiso P y = 2.34— x•b z = 0.5•y• 1+[1+I4.36 inirnum Depth of Embedment without urface Constraint:: x2 := 1.0 Given y2 := 1.0 x2 = Y2•S•fiso 4.25 • P• h Y2 x2•b linimum Depth of Embedment with urface Constraint: (S3 \ do • • .... • .. • • . . • .. • /S1 \ A := Find(x,y,z) due) die = 2.59` := Find(x2,y2) = 1.75 feet feet 12 of 20 03/08/18 Job No: 17-921 Project Name:17-921 Penkwitt Residence Date:3/6/2018 ho 'Load Data: Phorizontal 376.08 'vertical' Mact ••= 13538.88 Post Data: Bpost 3.0C Dpost 3.0C hef := 12.0 post Anchorage to Concrete: P.ve tical M.act P.horizontal c.a1 D.gr out B.post B.gr out D.post Horizontal Load (Ibs)....P=200 lbs or 50 Ibs/ft....for Life Load P=Pwind for Wind Load Vertical Load (Ibs) P=200 lbs or 50 Ibs/ft Moment (#-in) Post Width (in) Post Depth (in) Post Embedment (in) Minimum Edge Distance (in) !Grout Size Data: Bgrout 3.0C Dgrout 3.0C fcgrout 3000.1 Equivalent Grout Width (in) Equivalent Grout Depth (in) Grout Strength (psi) Concrete Slab Data: fcconcrete 3000.00 do := 18C ha := 32.0 Concrete Strength (psi) Hold diameter (Grout Diameter) (in) Concrete Slab Deep (in) •••• •• • • • • • r. • • • •• • • • • • • • •• • • • • • • • •••• • • • • • • • • • • • • •• • • • • • • •• •• • •• • • • • • • • • • • • •• • • • • •• • • • • S. • • •• • • 13 of 20 03/08/18 Job No: 17-921 Arm Effect: a :_ P2 het- (2•a — hef) 2•hef2 + 3• Mact hef Phorizontal 3•hef + 6. Phorizontal Mact 2 Phorizontal• a P1 := P2 — Phorizontal Mexternal Mact + (Phorizontal• a) Minternal P2 3 a + P1 3 ' hef — a) Vuhorizontal 1-6•(max(P1, P2)) Vuvertical := 1.6.Pvertical a=629 =•216694 P1 = 1790186 in lbs lbs •••. • • • • •••. • • '•lb1— in .• . •. extern -= 15902.81 • :•• •• • • • • • ..•• • • • • • • .. • 1gs — in . • •• • • • • • •. •••• Mintemal = 15901 &1 • • •. •• • Vuhorizontal = 3467.1Q' Vuvertical = 0.00 • • • • • lls • • S. • lbs • S. • • • • 14 of 20 03/08/18 Job No: 17-921 Stress Analysis Between Post and Grout: f2.grout = 1.6 fl.grout 1.6 (hef — a).Bpost 2•P2 a• Bpost 2•P1 Bearing Stress for Grout : FPgrout [0.65•(0.85fcgrout)]• 1.5 Stressgrout "N.G." "O.K." if m 1.grout' f2.grout) < Fpgrout 12.grout = 367.72 fi.grout= 334.29 p out -= 2486.25 psi psi . S. .. . . .... • . .... • 1.... Stressgrout = "O.K.".• .. . . . • • . . . .. . Stress Analysis Between Grout and Concrete: 2•P2 f2.concrete 1.6 a Bgrout fl.concrete 1.6 (hef — a)'Bgrout 2.P1 !Bearing Stress for Concrete :. Fpconcrete �0.65 �0.85 fcconcrete)]• 1.5 Stressconcrete N.G. "O.K." if m f2.concrete = 367.72 fl.concrete = 33429 Fpcaner ete = 2486.25 1.concrete' f2.concrete) < Fpconcrete essconcret "OK." psi psi psi ... • . • . . . . .. . • . . . . .. . • . . • .. • . • . .. • . . . ..• . .• . . . . . . . 15 of 20 03/08/18 Job No: 17-921 Shear Analysis -Concrete Breakout Strength: 2 AVco 4.5•Cal 2•(1.5•Cal)•ha if ha < 1.5•Cal 2•(1.5•Cal)•(1.5•Cal) if ha>_ "'Cal 'ed.V 1.01 c.V 1.0C Modification factor for edge effect AVco = 364.5 = 364.50 in2 in2 Modification Factor in No cracked concrete at service loads• • • wc.v=1.4 ..•. •• •• . • • Modification Factor in cracked concrete with • • . • • •• •• wc.v=1 w/ No supplementary reinforcement. •• • • Wc.v=1.2 w/ Supplementary reinforcement of a No 4 Bar between the ancap‘and the edge. • • wc.v=1.4 w/ Supplementary reinforcement of No 4 Bar and stirrups spateil•at'not mcre fhan 4 in. le := if(hef > 8•do, 8•do, hef) Vb := l do 0.2 le do• fcconcrete•Ca11.5 AVc Vcb 'ed.V *c.V. Vb °`V co := 0.7C Conditions (0=0.75 w/ Supplementary reinforcement are crossing concrete failure prism. =0.70 w/ No supplementary reinforcement are crossing concrete failure prism. BREAKOUT shear if(Vuhorizontal > 4:' Vcb> "N.G." , "OK" ) •. • • • • • •• • I • • • • • • • • • • • •• • = 40498.64 • • • •• • • • • • • bs. •• • = 40498.64 lbs. h• ='28349.05'' lbs BREAKOUTshear = OK" 16 of 20 03/08/18 Job No: 17-921 Shear Analysis -Concrete Burst -Out Strength: Cale := Cal "N/A" if ha < Cal Total Cone Area for Failure Plane r C Dgrout Bgroutl Acone.total Cale — V `'Calc'�' 2 2 J 'Cone Area for Failure Plane at Post Acone.post := V `' (Bgrout)2 2 'Final Cone Area for Failure Plane Acone.final Acone.total — Acone.post 2 rinal Area for Failure Plane Vcone.cb := 4 fcconcrete'Acone.final (I7C Conditions 0=0.75 w/ Supplementary reinforcement are crossing concrete failure prism. 4)=0.70 w/ No supplementary reinforcement are crossing concrete failure prism. BURSTOUTshear := if(Vuhorizontal �' Vcone.cb, "N.G." , "OK" ) Cale- 900 in Acone.total = 359.87: • • • •• • •• • 2 in •.•• • • ••.• • • • . • •. 2 • in• • • • • • coy4.rwst = 10.00 •: • • •••• • • •• •• • • • • .• • •• . • • • •• • • • • Acon`e.finai = 74.94 Vcone.cb = 38327.11 .!2 • lbs 41'Vcone.cb = 26828.981' lbs BURSTOUTshear = ��OK" • • • •• 17 of 20 03/08/18 Job No: 17-921 O v RS Loads: Wind Lateral WI =15.6i psf Load Processing cr WI = 15.621 psf * )=6.53 plf Mma x =16.53#- ft *6.5 2/8)* 12 Mma x = 413.84*- in fb = Mmax/Sx < Fb fb= 413.84/0.29 fb = 2634.18 psi< 9500 psi (OK) CONNECTION: Reaction: R1=V=21.222* Using i°-20 Self Drilling Flat I -lead Screw Allowed Shear=395 * > 26.16* (ok) Z iwziez7 ZzZ/. zzzzzzzizz f 7712,77 WZ7 Ff// TrrifiZZA (1) R1=21.22* 77/Zr 'eZZIWZ fl ' 1717 2/ZZZ •• • .• .. . .... • . • A • • 6•,�:. • . .. . . .. R2=21.22*`• • . . . • • • • . • . . .. . • .. . . .• .. . Louvers Area = 0.1344 in°2 lxx = 1.9681 in°4 Iyy = 0.1445 in°4 Jz = 2.1132 in°4 Pxy = -0.0000 in°4 rxx = 1.6313 in ryy = 0.4436 in Sxx max = 0.1815 in°3 Sxx min = 0.1815 in °3 Syy max = 0.2890 in °3 Syy min = O.2890 in °3 . . 18 of 20 03/08/18 Job No: 17-921 Screw Fastening Systems Kwik-Flex Self -Drilling Screws 3.5.3 3.5.3.1 Product Description Hilti Kwik-Flex fasteners combine the in -place economy of self -drilling screws with the strength and performance of bolted connections. The precision - milled point and lead threads of a Kwik- Flex fastener are selectively hardened for dependable self -drilling and tapping. The balance of the fastener retains the ductility. This results in superior resistance to embrittlement that can be caused by stress, dissimilar metals and moisture. Hex Washer Head: uses standard tools, efficient drive system, resists pullover Kwik-Flex Head: Marking simplifies inspection Product Features • Virtually immune to embrittlement failure • Self -drilling for convenience, labor savings • Kwik-Cote finish provides up to three times the corrosion resis- tance of cadmium or zinc plating • Complies with the Buy America Act • Suitable for: Aluminum to steel Fire retardant plywood Corrosive environments Shank has Grade 5 bolt ductility and strength (SAE J429 and ASTM A 449) without embrittlement; Rc 28-34 hardness 3.5.3.2 Material Specifications Material strength of fasteners Mechanical Properties Yield Strength, Fy Tensile Strength F ksi MPa ksi MPa 92 (634) 120 (828) 3.5.3.3 Technical Data Kwik-Flex Screw Specification Table Fastener Size/Diameter Fastened Material Minimum Spacing (in.) Minimum Edge Distance (in.) No. 10 Steel 5/8 9/32 Aluminum 15/32 3/8 No. 12 Steel 11/16 3/8 Aluminum 9/16 7/16 1/4 Inch Steel 3/4 3/8 Aluminum 5/8 1/2 Tapping Threads eliminate nuts to simplify installation 3.5.3.1 Product Description 3.5.3.2 Material Specifications 3.5.3.3 Technical Data. 3.5.3.4 Installation Instructions 3.5.3.5 Ordering Information Precision -milled drill point speeds installation Hardened to Rockwell C52 min. for drilling and tapping Flutes remove metal chips for easy drilling • • • • • • • • • • • • • • • • • • • Listings/Approvals • • • • • • • • • • • •• • • • • ICC-ES (International Code Council) ER-4780 Note: These fasteners address delayed failure due to hydrogen assisted stress corrosion cracking. They are not any more resistant to other corrosion effects than standard Hilti Kwik-Cote screws. • 19 of 20 03/08/18 Job No: 17-921 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hitti.ca I Product Technical Guide 2008 123 Screw Fastening Systems 3.5.3 Kwik-Flex Self -Drilling Screws Kwik-Flex Screw Allowable Pull -Out Values (Tension)1.4 Screw Size Drill Point Type Drill Cap.2 (in.) Pullout (Ib) Steel Gauge3 or Thickness (in.) Aluminum Thickness (in.) 18 GA 16 GA 14 GA 12 GA 1/8 3/16 1/4 5/16 3/8 1/2 1/8 1/4 3/8 10-16 3 0.150 158 200 254 638 677 — — — — — 306 — — 12-14 3 0.187 158 210 284 460 620 1159 — — — — 210- 914 — 1/4-14 3 0.187 159 212 274 480 740 1015 — — — — 240 969 — 1/4-20 4 0.312 — 206 260 500 765 1045 1215 1275 — — 230 700 1473 1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy. 2 The maximum drill capacity is the maximum metal thickness the fastener can self -drill and self -tap. 3 The base -metal thickness of No. 12 gauge steel is 0.105", of No. 14 gauge steel is 0.075", of No. 16 gauge steel is 0.060" and of No. 18 gauge steel is 0.048". 4 Based on using a safety factor of 3.0. Kwik-Flex Screw Allowable Shear Values 1,4 Screw Size Drill Point Type Drill Cap.2 (in.) Shear (Ib) • • 4 3 Steel Gauge or Thickness (in.) Aluminum • • • • i • T i&kpess (in.) 18-18 GA 18-14 GA 16-16 GA 14-14 GA 1/8 -3/16 3/16"-1/4" "- 1/GA12 1481• W1, • • • 1/8"-1Mr 10-16 3 0.150 545 693 585 — — - — W • 12-14 3 0.187 526 847 662 727 — — —•5• • • 47S • ' 1 4-14 3 0.187 558 925 672 967 635 — — • • 59G• 1/4-20 4 0.312 540 835 633 980 670 715 660 r •3fa5• • 1 570 1 Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum al oy. 2 The maximum drill capacity is the maximum metal thickness the fastener can self -drill and self -tap. • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • 3 The base -metal thickness of No. 12 gauge steel is 0.105", of No. 14 gauge steel is 0.075", of No. 16 gauge steel is 0.060" and gf No•auge s?eel is 0.048". 4 Based on using a safety factor of 3.0. • • • • • • • • • • • • • 20 of 20 03/08/18 124 Hilti, Inc. (US) 1-800-879-8000 I www.us.hiltl.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 Job No: 17-921 w\8-3(0-4 SIGNATURE CONSTRUCTION umsum moss GROUP Dear Mr. Naranjo, Building Director Project: Penkwitt Resd. PERMIT # 18-367 Signature Construction Group, Inc. 5161 NW 79th Ave Unit 13 Dora!, FL 33166 US (786)838-8807 RECEIVED MAR 29 2018 .... . • . • .... • .• .. . • . •• •. .... • •... . . .... .. . •. • • .. • •• . . .. . •• According to the BORA (Board of Rules and Appeal) Interpr&ttypn of the. • • . . Horizontal Pickets on the Swimming Pools Barrier, the gates and fence of thit • project that are considered Pool Barrier will not have any gap between louver ••• s? • The gate will be installed with a lock with key (magnalacht) and will be located at no less than 54" from the bottom of the gate Please see shop drawings attached. Thank you for your attention, Reg Zorang . . •• . • . 1 0) . l . . . ■ . ■ . ■ . ■ ■ ■ ■ ■ . \ (0 9„ 7 1111 o / ( IXI' I', IIIIIIIIIIIIIIIIIIIIIIIIIIIIII,I'X IXI 1 Fence. See D-5 / D-6 Gate. See D-7 / D-8 • T ELEVATION A. sc 1/4"=l'-0° Carport proposal I . .• .. • • . .•.• .• • .• .. . . . • .. .. •• •• . . . ..1 .. . • • . • • • • .... • •• ••4 • . . • •. • .. .. •... ••l • . . • • • • • 4 • • S...�ate •• . .. .. . . .l 0) I— AI a— • ELEVATION B. sc 1/4"=1-0" PENKWITT RESIDENCE - Carport D-4 .4I • .. .. .. • .. .. . . . . • • • • 1/4"-20 x 5/8" Machine pan head socket screw with single tab weld nut. Aluminun Slat #10-24 x 1/2" Self drilling pan head Ph screw PLANT . sc: 6"=1-0" Aluminun slat • • • Post 300 end cap .... . • ..., .. • .... . .... • .. .. • . . • . • . .. • • ► ► ► • ► . . . .. . .. •. • . • . .. ... . .. • . .. . . . . . ► ► • Post 300 POST -LOUVERS CONNECTION SOLUTION . sc: 6"=1-0" .. . .. • .. .. .. .. PENKWITT RESIDENCE - Fence D-5 .I . •I .. .. . . .. .. C@D Post 300 end cap Post 300 Aluminun Slat 5" #10-24 x 1/2" Self drilling button head Ph screw 1 /4"-20 x 5/8" Machine pan head • • • • • socket screw with single tab weld nut. • • • Aluminun Slats channel .. . • . . • •• •• • . .... •• • . . • .... . •• •• . . •• •• No gap between slats ; • • • • •• •. . SECTION 1-1 . sc: 1 "=1'-0" • •• • •• • •••• • . .. . •• .. • • .. • . .. . . • .• . .. . PENKWITT RESIDENCE - Fence D-6 .4 .41 ., .. Hinoe 0 0 0 0 0 Hinge , 0 0 1/4"-20 x 5/8" Machine ian head socket screw with single tab weld nut. Aluminun Slat button head Ph screw Post 225 Post 300 • Rib ii„_ ; J1L,.I' MagnaLactch Lock PLANT . sc: 3"=1'-0" Aluminun slat MagnaLactch Lock • 1 . • • S. • • S. yy • . • . • • . i Post 300 ••. • • • • • • • • •• • • ..• •. • • 4 • • . • • •. 1 • • • • ••I •• :'. Post225 •• ..1•• • •t • • 4 •• • • . •••• • • 1 • • • • • • . ••l .• • • • • 1 •• •• • , • •. . .• . ��. � .. s _ .. � • . - ,,. ... a `j POST -LOUVERS CONNECTION SOLUTION . sc: 3"=1-0" • PENKWITT RESIDENCE - Gate D-7 • • • • . • • • • • • LO • Cc) SECTION 2-2 . sc: 1 "=1-0" Post 300 end cap Post 225 end cap Post 225 Post 300 Aluminun Slat 5" .... • • Aluminun Slat channel • .. .. .. • • . ..• • ▪ • • • ▪ •••• • .. ••I • •• •.1 • • • • • •• •• •.•• ..I No gap betweenrats•; • #10-24 x 1/2" Selfiflirr button head Ph screw • • •• • • • •• ••• • 1/4"-14 x 1/2" Machine pan head socket screw with single tab weld nut. PENKWITT RESIDENCE - Gate D-8 1,111 . . • •1. •• • • • • • • • • • • • • • 500 Grand Concourse, Miami Shores, FL 33138 NC ISC. SH 9 P D 1! A WIN : S INDEX OF DRAWING SHEET DESCRIPTION SD-0.0 SD-0.1 COVER PAGE GENERAL NOTES SD-0.2 KEY PLAN 1 SD-1.0 FENCE AND GATE, PLAN VIEW AND ELEVATION SD-2.0 FENCE AND GATE, PLAN VIEW AND ELEVATION SD-3.0 SECTION AND DETAILS RECEIVE!) MAR 12 7011 PERMIT #: Miami Shores Villag APPROVED BY DATE ZONING DEPT 6 . 3 /(# l q BLDG DEPT i /'3 it E(. TO COMPLI WITH ALV NI RAL STATE AND COUNTY ULES AND REGULATIONS • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • •• •• • c7 F • 0 F ....• :i ` Z d t f: reie. to:tP�a Eastern Engineering Group 3401 NW 82nd Avenue Suite 370 Miami, FL 33122 (305) 599 -3133 i n(o4n.easterneg.com www.easterneg.com • • a • • • • • • • • • • • ... • lit ♦a mQ2 7 u.0 ❑ 1 C 41 r 8//2o1s • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • SD-0.0 1. 2. GENERAL NOTES ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.- 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. CONTRACTOR TO VERIFY THE LOCATION OF ANY EXISTING UTILITY LINE AND IMPROVEMENTS, AND SHALL BE RESPONSIBLE FOR REPAIRS FOR ANY DAMAGE AS A RESULT OF THE WORK. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 15. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED' BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON- CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 16. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 17. EASTERN ENGINEERING GROUP HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLJCABLE NATIONAL AND FLORIDA BUILDING CODES. 18. EASTERN ENGINEERING GROUP HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. 19. ELEMENTS WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BY ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING AND SPECIFICATIONS. 20.FLORIDA BUILDING CODE, 2017 EDITION LOADS: FENCE AND GATE WIND LOAD AS PER ASCE 7-10 KD=0.85, CATEGORY 1 WIND SPEED = 115 MPH FOR FENCES NOT EXC. 6FT IN HEIGHT) FBC 2017, SECT. 1616.2.1 • • • • • •• • 21.THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD Qt.:.. THE BUILDING OR FLORIDA PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. THIS SHOP •••• DRAWINGS DOES NOT COVER THE EXISTING STRUCTURE. 22.THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. 23.ALL DIMENSIONS TO BE SITE VERIFIED. ALUMINUM 1. ALUMINUM SHALL MEET THE FOLLOWING TYP. 6063-T5(TUBES & SHAPES) 6063-T5(ROUND& OVAL) 6063-T6(TUBES & SHAPES) 6063-T6(ROUND & OVAL) 6061-T6(TUBES & SHAPES) 6061-T6(ROUND & OVAL) REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: Fb 9.5 KSI 11.5 KSI 15.0 KSI 18.0 KSI 19.0 KSI 24.0 KSI Fb(WELDED) Fv 4.8 KSI 5.5 KSI 4.8 KSI 5.5 KSI 9.0 KSI 10.5 KSI 2. WELDING: ALUMINUM ALLOY 5356. CLEANING: SSPC-SP2 "HAND TOOL CLEANING". 5.5 KSI 5.5 KSI 8.5 KS 8.5 KSI 12.0 KSI 12.0 KSI Fv(WELDED) 2.8 KSI 2.8 KSI 2.8 KSI 2.8 KSI 5.0 KSI 5.0 KSI • • •••• • • •• .. • • • • • • • • • • •• • 3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANT COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 4. ISOLATE DISSIMILAR MATERIALS WITH AMU -RESISTANT COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER=WHITE METHACRYLATE LACQUER. i co 0 z Eastern Engineering Group 3401 NW 82nd Avenue Suite 370 Miami. FL. 33122 (305)599-8133 info@eastome,g.com ww w.easterneg.com ••• • • • . •,. • • • • • • .• • 1 J • • • • .c ate, W • • = • • I 41 PENKWITT RESIDENCE MISC. SHOP DRAWINGS General Notes 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems S 9 S S 3< 8w S$81; soW�W 9 •••• •' • • •••• • ••• • • .•• •••• •' • •.•• • •••• • ci-f .;0,s-- A KEY PLAN SCALE: 1/8"=1'-0" TK -': 7 • • s • •• • • • • • • • • • • • • • • •• •• • • C • • • • • • •• • SCOPE OF WORK: ALUMINUM FENCE AND GATE SEE PAGE A/SD-2.0 SCOPE OF WORK: ALUMINUM FENCE (POOL BARRIER) AND GATE SEE PAGE A/SD-1.0 • • eft,Q. •1 co z 0 0 c.) 0• Eastern r1g ngering Group • xs°•fm 82nd A'venSc• • • • • Suite 370 • ° Ntem E. 33122 • • •• +• (3•05) 599-3133 • • ate••• • ufo(r c sterneg.ar • • & r •ea• •• wwn.3temeg.com••• `.S • • • •• •• • -- • • •• • •• 4 PENKWITT RESIDENCE MISC. SHOP DRAWINGS J a >— w 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems • S • • ••e • SD-0.2 SD-0.2 GRAND CO co RSE A KEY PLAN SD-0.2 SCALE: 1/8"=1'-0" SCOPE OF WORK: ALUMINUM FENCE AND GATE SEE PAGE A/SD-2.0 SCOPE OF WORK: ALUMINUM FENCE AND GATE SEE PAGE A/SD-1.0 v • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • '.• •�da P' 1 n 3:I • ❑O J • Li V :ed • O Eastern Engineering Group 3401 NW 82nd Avenue Suite 370 Miami. FL 33122 (305) 599-3133 info80 easterneg.com www.easterneg.com •••• • • •• • • • f • • • • • • • a • • • • cn U Z • WOW aw w •• •ce • • 0 •• PENKWITT RESIDENCE MISC. SHOP DRAWINGS 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • EXISTING WALL e) EL GEND: 1. ELEMENT 1 ALUMINUM EXTRUSION, ALLOY 6061-T6 (SEE ELEMENT B/SD-3.0) 2. ELEMENT 2 ALUMINUM POST, 4'-0" MAX. SPAM, ALLOY 6061-T6 (SEE ELEMENT C/SD-3.0) 3. 5"X3"4" THK. ALUMINUM LOUVER, ALLOY 6063-T6 (TYP) 4. ALUMINUM CONT. CHANNEL, ALLOY 6063-T6 (TYP) 5. HINGE BY OTHERS, TO BE RESIST 250 # (TYP) 6. i"-20 S.S SELF DRILLING FLAT HEAD SCREW (TYP) 7. "-14X" MACHINE PAN HEAD SOCKET SCREW WITH SINGLE TAB WELD NUT (TYP) 4'-0" O.0 MAX. (1) (5) SPACED TO REJECT 04" SPHERE.:::::. (3) SELF CLOSING MECHANISM BY OTHERS (5) } • 1'-6" 0 to CV 1'-6" 0 CO (2) 1'-6" 03 CV a 1'-6" (2) (2) (5) (3) (5) Q � (3) (2) EXISTING WALL 3'-3" ji../ (1) (2)r EXISTINGWALL —� / SPACED TO REJECT = 04" SPHERE cD 1'-6" • • a r SELF CLOSING MECHANISM BY OTHERS 1'-6" • • • • • •• • • • • • • • • •• •• • • • • • • • • • • •• • Eastern Engineering Group 3401 NW 52nd Avenue Suite 370 Miami. F). 33122 (305) 599-5133 info©easterneg.com www.easterneg.com • • • • • • J f•• B lo • • .. • • • • • 1 • • • • es to15. • • • .•674 •raM4 aw w • • C • • —• PENKWITT RESIDENCE MISC. SHOP DRAWINGS 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems lewn ii6 • • • • � • ••.• • .••• • •.• • • •.• ..•. � • •... • •••• LEGEND: 1. ELEMENT 1 ALUMINUM EXTRUSION, ALLOY 6061-T6 (SEE ELEMENT B/SD-3.0) 2. ELEMENT 2 ALUMINUM POST, 4'-0" MAX. SPAM, ALLOY 6061-T6 (SEE ELEMENT C/SD-3.0) 3. 5"X"4" THK. ALUMINUM LOUVER, ALLOY 6063-T6 (TYP) 4. ALUMINUM CONT. CHANNEL, ALLOY 6063-T6 (TYP) 5. HINGE BY OTHERS, TO BE RESIST 250 # (TYP) 6. 4"-20 S.S SELF DRILLING FLAT HEAD SCREW (TYP) 7. > "-14X" MACHINE PAN HEAD SOCKET SCREW WITH SINGLE TAB WELD NUT (TYP) EXISTING WALL (2) (2) A iF (2) (3) 1 4'-0" O.0 MAX. EXISTING EXISTING WALL WALL GATE PLAN VIEW (TYP) SD-2.0 a 4'-0" O.0 MAX. c 1 .4 11-6" SCALE: 1 /2"=1 '-0" (2) EXISTING WALL Vz a d 1'-6" SELF CLOSING MECHANISM BY OTHERS (2) (2) 1.k (3) 4'-0" O.0 MAX. (2) -7 B GATE PLAN VIEW (TYP) SD-2.0 41-0" O.0 MAX. SCALE: 1 /2"=1'-0" (1) (2) (5) SELF CLOSING MECHANISM BY OTHERS (5) cp O 00 11-6" co 4 1'-6" GATE ELEVATION ('TYP) SCALE: 1/2"=1'-0" EXISTING WALE • . •• •• • • ••.. • • •••. • • •• •• • • • • • • • • • • •• • -Eastern Engineering Group 3401 NW 82nd Avenue Suite 370 Miami. FL 331.22 (305) 599-8133 infoi^a.ea sterneg. com wl1+eisterneg.corn •• •... • •• • • • • • • • • • • • .. 1111 • •• • • • • 8 ON13rU ttifig ' •l tL CA w • • ! I • . 1 # 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems 11 El E S g„& S a :G' i - Yr • SD-2.0 • • • • • • • • •••. • •.. • • ••. • • • • • •• ••.• • • • • • • A —A LEGEND: 1. ELEMENT 1 ALUMINUM EXTRUSION, ALLOY 6061—T6 (SEE ELEMENT B/SD-3.0) 2. ELEMENT 2 ALUMINUM POST, 4'-0" MAX. SPAM, ALLOY 6061—T6 (SEE ELEMENT C/SD-3.0) 3. 5"X."X " THK. ALUMINUM LOUVER, ALLOY 6063—T6 (TYP) 4. ALUMINUM CONT. CHANNEL, ALLOY 6063—T6 (TYP) 5. HINGE BY OTHERS, TO BE RESIST 250 1 (TYP) 6. 4"-20 S.S SELF DRILLING FLAT HEAD SCREW (TYP) 7. 4"-14X3" MACHINE PAN HEAD SOCKET SCREW WITH SINGLE TAB WELD NUT (TYP) • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • SCALE: 6"=1'—r,T" ' :.; • CV c • •v /h �• rO �/ ••. lift Eastern Engineering Group 3401: NW 82nd Avenue Suite 370 Miami. Ft. 33122 (305)599-8133 into@ easterneg. com lit y asterneg.com • • • f • • • • • .• "• • • • •_•••• • • • • • • • • • • • •• Off4.1 0 •! 1E3,111 a rA W • • C • • •-• • PENKWITT RESIDENCE MISC. SHOP DRAWINGS 1 • • ••••• • • • • • • • • SECTION AND DETAILS 500 Grand Concourse, Miami Shores, FL 33138 Josefina Giordano. Layze Systems 11 11§ • • • • • • • • • • • •