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RC-16-246111)&4;074 39' NOTE: ALL SHEET MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE ` LOCATION OF IMPROVEMENTS Job Address • Ai[ _ ' r 1 CONTRACTOR INFORMATION Contractor No. Last four (4) digits of Qualifier No. Folio 1 - ?9,06. 644 • to Contractor Name Lot 6 Block Qualifier Name r• Pew Cd"4 PB Subdivision P9 Address Metes and bounds City State _Zip TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ]Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only [ ]Tent 'tGC� Current use of property ` "� t_i Description of Work t w %i - oritt`>CM ekti Sq. Ft. Goo Units 1 Floors Value of Wo4V--Of 0019 PERMIT TYPE ."24MBLD* 1 Category 0 REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner �' r L --t9— -1---' Address ♦L► . e. City De State 1 Zip 10e, [ ] MELE Phone Ari, ' •r, g r 9— i [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO PICK UP PLANS Name J �� Oti/Ie4S Mti` ARCHITECT / ENGINEER �,�. �� , j, it Owner G&! Per +� Amow, it t Address !l "'"'r Address -k 1 � 6ir,�r Cit J ' ' . ate - Zip 13196 Citytilt 114,1 r?/leafe4 State Zip 99196 ,L Phone to' 0a *o zI ��' Phone . **;%* %t6" FIRE SPECIAL REQUEST PLAN REVIEW (SRI) 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one-hour. 1st Request: Date: 2"d Request: Date: 3'd Request: Date: I PERA OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1st Request: Date: 2nd Request: Date: 3'd Request: Date: 123_01-192 6/13 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM. SHUTTER MBLD 48 SCREEN ENCLOSURES - ` MBLD 55 SWIMMING POOL . MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER . MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97' " STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED' PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Admin:MEDINAY Page 1 of 1 Regulatory and Economic Resources Department Plans Tracking Intranet Lookup Another Plan Tracking Number: 0001120174 Process Number(s): M2016017438 Applicant PERGAKIS PAUL Entry Date Time Apply Date 9/14/2016 11:14:28 AM Arrival 9/14/2016 11:15:33 AM Plan Type Walk Thru Initial Review Commercial Comment INTERIOR RENOVATIONS-RC16-2043 Municipality MIAMI SHORES Picked Up By 0 Storage Location Checkln CheckOut Lookup Another Plan Set Plans Reviewer Set Destination Check Out To Customer Location Reviewer Entry Date Time Exit Date Time Destination Elapsed,Previous Hours ate Exempt Modified IR Reviewers Storage 0 No garciel 8 f 9/28/2016 3:13:30 24 PM Plan 9/28/2016 9/28/2016 Central 2:52:57 PM 3:13:30 PM Storage 0.2 No garciel Impact 9/26/2016 9/28/2016 Fees HELEN MACRAE 2:17:19 PM 11:42:22 AM Plan Central 45.28 No dks Plan 9/26/2016 9/26/2016 Central 9:08:33 AM 10:28:44 AM Impact Fees 1.13 No garciel Fire -Life 9/20/2016 9/26/2016 Safety RICARDO GONZALEZ 11:57:32 7:45:42 Plan Central 91.55 No e207705 Fastrack AM AM 9/20/2016 9/20/2016 Fire 10:42:17 11:57:32 Fire -Life Safety Fastrack 1.06 No garciel AM AM Plan 9/20/2016 9/20/2016 Central 10:28:44 AM 10:34:25 AM Fire 0.04 No garciel 9/14/2016 9/20/2016 DERM LENIN MONTERREY 3:00:35 8:42:53 Plan Central 89.49 No gongol PM AM Pending 9/14/2016 9/14/2016 Payment 12:41:38 12:42:03 Plan Central 0 No islas Upfront Fee PM PM Permit 9/14/2016 9/14/2016 Mainframe Counter 11:15:31 11:15:31 AM Plan Central 0 No Import I View Application Lookup Another Plan Back To Login Screen http://s043 0021 /P1ansIntranet/TrackingFullEd. asp?Tracking=&Process=m201601743 8&te... 9/29/2016 • -; 447 r: -,c• g - griYifiA if- Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type Square Footage Description of Work Location RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -9-16-2461 JON & KIMBERLY BRUCE NONE V- B 232 INTERIOR RENOVATION Contractor Date Issued Occupancy Load Occupancy Type Applicable Code SLUYTER CONSTRUCTION 1113 NE 98 ST Miami Shores FL 33138 *1: .4, Z!• ..11:1P4t. • - _ Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO Mi.. ,51:141$06-titiv4H1,0.talk...1, 1MA A4S41:4144;A . • f ;aft,. Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 G-2461 FType Reatdent al Ga nstructIan Werk lassifrcabonn ,) Il ti0 Parcel Number Permit Status: APPt t' V Expiration: 06112/2017 Applicant 1113 NE 98 Street Miami Shores, FL 33138-2507 1132050180260 Block: Lot: JON & KIMBERLY BRUCE Owner Information Address Phone Cell JON & KIMBERLY BRUCE 1113 NE 98 Street MIAMI SHORES FL 33138-2507 Contractor(s) SLUYTER CONSTRUCTION Phone (970)379-9730 CeII Phone Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: CONVERT Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : CARPORT TO A GARAG Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: CONVERT Classification: Residential CARPORT TO A GARAG Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $22.80 $50.00 $17.10 $17.10 $7.60 $1,140.00 $80.00 $120.00 $36.00 $30.40 $1,521.00 Pay Date Pay Type Invoice # RC -9-16-61232 12/14/2016 Credit Card 09/06/2016 Credit Card Amt Paid Amt Due $ 1,321.00 $ 200.00 $ 200.00 $ 0.00 Available Insaections: Inspection Type: Window and Door Buck Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Review Plumbing Review Mechanical Review Electrical Review Planning Review Planning Review Building Review Building Review Structural Review Structural 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 zg. Futhe uthoriz ove-named contractor to do the work stated. f Authorized Si. re:�wner / /Applica / Contractor / Agent Building Department Copy December 14, 2016 Date December 14, 2016 1 \k),,,\\0 Miami Shores Village oe\q/-\\1/40 BUILDING PERMIT APPLICATION 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 SEP WIB FBC 2O -I Master Permit No. 9G e - au Co 1 Sub Permit No. E(UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: City: or V 9`67"5% Miami Shores County: ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Folio/Parcel#: 11-3205. --'0 I8—°2k) OccupancyType:6, rad Load: A-1/1- Construction Type: (_ 85 Is the Building Historically Designated: Yes NO i Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): V i7 A 44 gteuce LPhone#: 35 P. Zi 2. (Z % S Address: f I 1"3 NE or - � -5 City: ► 4 ® tit a-0 5 State: Tenant/Lessee Name: Phone#: Email: i j /� CONTRACTOR: Company Name: 51_ `V �� U CT `"l Phone#: q (70 37? ? 73o Address: 3 ? 01/4.1 O t S Zip: 333E city: /44 , 4,41.; (2, - /L[S (- Qualifier Name: ,f-2- �r- 5 State: Zip: r313 Phone#: State Certification or Registration #: Oat/ 3 '3'1 18 8 Certificate of Competency #: Phone#: 2.5( 9 2s 7 �. � City: �l�?. %r�-t c�r�tate: r Zip: 3a (6 DESIGNER: Architect/Engineer: Address: 1 CA -r. I0 jZ 1 51 "-Id� a'rAlteration Value of Work for this Permit: $ Type of Work: ❑ Addition Square/Linear Footage of Work: ❑ New Repair/Replace n Demolition Description of Work: rd -.i L) -€f CAr? o ( I\`) /4- 6/ ^e 4 CA9M- +c A 1-er p -3 it Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 LILO . CCF $ az .150 CO/CC $ 50 Scanning Fee $ Radon Fee $ ) • DBPR $ i0 Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) r�� Training/Education Fee $ . "' Double Fee $ Bond $ {5 C7` TOTAL FEE NOW DUE $ i1 Q P 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 C OWNER or AGENT The foregoing instrume day of G me or who .: produced identification a d who did take an oath. NOTARY PUB C: was acknowledged before me this 20 by who is personally known to as Print: Seal: EXPIRES: December 12, 2017 Bended Thru Notary Public Underwriters ************************* APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of Al✓ 00(e tl.1140(2-,12,5 l , wh s personally known to me or tI has produced as identification and who did take an oath. NOTARY PUBLIC: , 20 ILD , by Sign: Print: Seal: • Notary Public State of Florida C Rodriguez My Commission EE 861704 Expires 12/30/2016 *********************************************************** *********** (91) 19 -vi Zoning Plans Examiner Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part -tome or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: i1 Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this _ day of 1 >•C<\ QJ\ , 20 who is personally known to me or has produced as identification. SEAL: • e°', CIARISSA A. RODR ••‘ :, MY COMMISSION # GG 04 EXPIRES: December 30, 2020 t,! °'E aQ v,?2, Bonded Thru Notary Pubic Underwriters SLUYTER CONSTRUCTION, LLC. Greg Sluyter, Owner 970-379-9730 SluyterConstruction@gmail.com Date: State of (2A 1� County of ()--LL Glvv - Dp, Before me this day personally appeared `412PfC2 JL 1 �->� who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 11/3 NE 9 i (14r6,41i s to . 33I 38 Sworn to (or affirmed) and subscribed before me this 1 ablday of -Q ir'04')2ol by Personally know Or Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary t;P" i''••. CLARISSA A. RODRIGUEZ 1 I MY COMMISSION # GG 041376 EXPIRES: December 30,2020 •F '•? ° '�� Bonded Thru Notary Public Unenvriteis Licensed and Insured Date Company Name : Address City State File Location: MecaWind Pro per ASCE 7®10 Developed by MECA Enterprises, Inc. Copyright w*u.mecaenterprises.com 8/20/2016 Project No. CARLOS D ROLLE, P.E. Designed By : OTHER 1801 NW 186th STREET Description : DOORS MIAMI GARDENS Customer Name : TYLER BRUCE FLORIDA Proj Location : 113 NE 98th STREET C:\Users\urban capital\Documents\1113 NE 98th Street.wnd Directional Procedure Simplified Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Pitch of Roof h: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= Bldg Length Along Ridge = Diaphragm Building (Ch 27 Part 2) 180.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 2.333333 : 11.50 ft 15.00 ft .00 ft 57.00 ft Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin 12 Slope of Roof(Theta) Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Ridge= Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 11.00 Deg GABLED 8.00 ft OH w/ soffit 72.00 ft Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft. ••• lzm: Cc*(33/Zm)"0.167 = 0.23 •• • Lzm: 1*(Zm/33)"Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63))"0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]"0.5 1.00 1.00 = 180.00 mph • ••• • • • •• •• • • • • • • • • • • •• • MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 • • • • •• • • • • • • • •• • • •••• • • • • • • •• • • • • 1• • • • • • • • • • • •••• • • • • • •• • I ti " 1-1lo 4 See Fid 27x•2 ft Para wind 'Raaf Pressures press s # liSee Table 274.2. Mean ref ht. Po -> Wail pressures fry See Table 27,6.1 1_3 Plan • • • • • • .. • . •• • .• Gabled Roof NW RS Pressures for Wind Normal to 57 ft wall (Normal to Ridge) •••• •.•• • . • • .•.• •S•• •• •• • • • • • • • . •• • WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 1.26 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 65.78 psf p0: Net Pressure at bottom of wall (windward + leeward) = 65.78 psf ps: Side wall pressure acting away from wall = .57 * ph = -37.25 psf pl: Leeward wall pressure acting away from wall = .35 * ph -23.09 psf pwh: Windward wall press @ top acting toward wall = ph-pl 42.69 psf pw0: Windward wall press @ bot acting toward wall = p0-pl 42.69 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 11.500 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 11.00 Deg •• • • • • •• • • • •• • • •••• • • • • • •• • Table 27.6-2 indicates a slope less than 9.46 Deg is flat, but provides no values for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat. Zone 1 2 Load Casel Load Case2 psf psf .00 .00 .00 .00 3 -63.40 .00 4 -56.60 .00 5 -46.40 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description .00 psf -47.55 psf .00 psf .00 psf Press Area Fs Fy Fz Ms My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Roof (0 to h/2) Roof (h/2 to h) Roof (h to 2h) Roof (>2h) Roof (>2h) Windward Wall Leeward Wall Side Wall Side Wall Side Wall Side Wall - 63.40 334 .00 -4.04 20.78 653.7 .0 .0 -56.60 334 .00 -3.61 18.55 472.9 .0 .0 -46.40 668 .00 -5.91 30.42 503.1 .0 .0 - 46.40 755 .00 -6.69 34.38 131.7 .0 .0 -46.40 2090 .00 18.51 95.21 -1500.9 .0 .0 42.69 456 .00 19.47 .00 77.9 .0 .0 - 23.09 456 .00 10.53 .00 42.1 .0 .0 - 37.25 576 -21.46 .00 .00 .0 85.8 .0 - 37.25 576 21.46 .00 .00 .0 -85.8 .0 - 37.25 252 -9.39 .00 .00 .0 97.0 ,00 • - 37.25 252 9.39 .00 .00 .0 -97.0 • .00 • • • Total .00 6749 .00 28.26 199.34 380.5 0 • .0••• •• • •• Normal to Ridge - Base Reactions - Walls Only +GCpi Description Windward Wall Leeward Wall Side Wall Side Wall Side Wall Side Wall • • • •• • • sotto •••• • • Press Area Fs Fy Fz Mx My •• •••• M• z 'bolo psf ft^2 Kip Kip Kip K -ft K-f•to...r-ft •• • • • -r---•-----• • • 42.69 456 .00 19.47 .00 77.9 ••.0" .0 •• • • - 23.09 456 .00 10.53 .00 42.1 •.Q.•. .0 • • -37.25 576 -21.46 .00 .00 .0 85.80 ' .Oo o • -37.25 576 21.46 .00 .00 .0 -85.8 .0 -37.25 252 -9.39 .00 .00 .0 T.0... .0• • • -37.25 252 9.39 .00 .00 .0 -97.0 • .0 •••• • • • • • •• • Total .00 2568 .00 30.00 .00 120.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fs Fy Fz Ms My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Windward Wall 42.69 456 .00 19.47 .00 77.9 .0 .0 Leeward Wall -23.09 456 .00 10.53 .00 42.1 .0 .0 Side Wall -37.25 576 -21.46 .00 .00 .0 85.8 .0 Side Wall -37.25 576 21.46 .00 .00 .0 -85.8 .0 Side Wall -37.25 252 -9.39 .00 .00 .0 97.0 .0 Side Wall -37.25 252 9.39 .00 .00 .0 -97.0 .0 Total .00 2568 .00 30.00 .00 120.0 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Ma My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Windward Wall 42.69 456 .00 19.47 .00 77.9 .0 .0 Leeward Wall -23.09 456 .00 10.53 .00 42.1 .0 .0 Side Wall -37.25 576 -21.46 .00 .00 .0 85.8 .0 Side Wall -37.25 576 21.46 .00 .00 .0 -85.8 .0 Side Wall -37.25 252 -9.39 .00 .00 .0 97.0 .0 Side Wall -37.25 252 9.39 .00 .00 .0 -97.0 .0 Total .00 2568 .00 30.00 .00 120.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fz Fy Fz Mz My Mz psf ftA2 Kip Kip Kip K -ft K -ft K -ft Total .00 0 .00 .00 .00 0 .0 .0 Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 72 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir h: Height to top of Windward Wall ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting away from wall = .54 * ph pl: Leeward wall pressure acting away from wall = .38 * ph pwh: Windward wall press @ top acting toward wall = ph-pl pw0: Windward wall press @ bot acting toward wall = p0-pl 0.79 15.00 ft 68.10 psf 68.10 psf -36.77 psf -25.88 psf 42.22 psf 42.22 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 11.500 ft Lambda: Exposure Adjustment Factor 1.000 0 ••• Slope: Roof Slope 11.00 Deg •• • • • • •• • • • • • • • •• Table 27.6-2 indicates a slope less than 9.46 Deg is flat, but provides no values • • • for Zone 1 and 2 between 9.46 Deg and 14 Deg, so any slope < 14 deg is treated as flat. •••• •••• • • •• •• Zone Load Casel Load Case2 •••••••• • • psf psf •• • ---- • • • • • 1 .00 .00 •• •• •• • • 2 .00 .00 • • 3 -63.40 .00 • • • • • • • • 4 -56.60 .00 5 -46.40 .00 • • • • • • • • •• • Note: A value of '0' indicates that the zone/load case is not applicable. ••• ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -47.55 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Along Ridge - Base Reactions - Walls+Roof +GCpi Description .00 psf .00 psf Press Area Fz Fy Fz Mz My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Roof (0 to h/2) -63.40 211 .00 -2.55 13.12 206.9 -336.3 -65.4 Roof (0 to h/2) -63.40 211 .00 2.55 13.12 -206.9 -336.3 65.4 Roof (0 to h/2) -63.40 0 .00 .00 .00 .0 .0 .0 Roof (0 to h/2) -63.40 0 .00 .00 .00 .0 .0 .0 Roof (h/2 to h) -56.60 211 .00 -2.28 11.72 184.7 -232.9 -45.3 Roof (h/2 to h) -56.60 211 .00 2.28 11.72 -184.7 -232.9 45.3 Roof (h/2 to h) -56.60 0 .00 .00 .00 .0 .0 .0 Roof (h/2 to h) -56.60 0 .00 .00 .00 .0 .0 .0 Roof (h to 2h) -46.40 422 .00 -3.74 19.21 302.8 -216.1 -42.0 Roof (h to 2h) -46.40 422 .00 3.74 19.21 -302.8 -216.1 42.0 Roof (h to 2h) -46.40 0 .00 .00 .00 .0 .0 .0 Roof (h to 2h) -46.40 0 .00 .00 .00 .0 .0 .0 Roof (>2h) -46.40 1247 .00 -11.04 56.79 895.3 653.1 127.0 Roof (>2h) -46.40 1247 .00 11.04 56.79 -895.3 653.1 -127.0 Roof (>2h) -46.40 0 .00 .00 .00 .0 .0 .0 Roof (>2h) -46.40 0 .00 .00 .00 .0 .0 .0 Windward Wall 42.22 576 24.32 .00 .00 .0 -97.3 .0 Leeward Wall -25.88 576 14.91 .00 .00 .0 -59.6 .0 Side Wall -36.77 456 .00 16.77 .00 67.1 .0 .0 Side Wall -36.77 456 .00 -16.77 .00 -67.1 .0 .0 Windward Wall 42.22 252 10.64 .00 .00 .0 -109.9 .0 Leeward Wall -25.88 252 6.52 .00 .00 .0 -67.4 .0 Total .00 6749 56.39 .00 201.69 .0 -598.5 .0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fz Fy Fz Mz My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Windward Wall 42.22 576 24.32 .00 .00 .0 -97.3 .0 Leeward Wall -25.88 576 14.91 .00 .00 .0 -59.6 .0 Side Wall -36.77 456 .00 16.77 .00 67.1 .0 .0 Side Wall -36.77 456 .00 -16.77 .00 -67.1 .0 .0 Windward Wall 42.22 252 10.64 .00 .00 .0 -109.9 .0 Leeward Wall -25.88 252 6.52 .00 .00 .0 -67.4 .0 Total .00 2568 56.39 .00 .00 .0 -334.2 .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fz Fy Fz Mz My Mz • • psf ft^2 Kip Kip Kip K -ft R -ft •K -ft • • Windward Wall 42.22 576 24.32 .00 .00 .0 -970.t • .or, ••• •• Leeward Wall -25.88 576 14.91 .00 .00 .0 -50114••• .00 •• Side Wall -36.77 456 .00 16.77 .00 67.1 •iin•• .0 • • • Side Wall -36.77 456 .00 -16.77 .00 -67.1 .0 .0 Windward Wall 42.22 252 10.64 .00 .00 .0 -1009!S••• .0••••• • • • Leeward Wall -25.88 252 6.52 .00 .00 .0 -67.1•0 .0 •••• Total .00 2568 56.39 .00 .00 .0 -334.1 • .0.64, •• • •• •• •• • Along Ridge - Base Reactions - Walls Only -GCpi • • • • • • • • • • ••• Description Press Area Fz Fy Fz Mz My. • Mz • • • psf ft^2 Kip Kip Kip K -ft K -ft• • • Vt •••• • • • • • Windward Wall 42.22 576 24.32 .00 .00 .0 -97.3 .0 •• • Leeward Wall -25.88 576 14.91 .00 .00 .0 -59.6 .0 Side Wall -36.77 456 .00 16.77 .00 67.1 .0 .0 Side Wall -36.77 456 .00 -16.77 .00 -67.1 .0 .0 Windward Wall 42.22 252 10.64 .00 .00 .0 -109.9 .0 Leeward Wall -25.88 252 6.52 .00 .00 .0 -67.4 .0 Total .00 2568 56.39 .00 .00 .0 -334.2 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fz Fy Fz Mz My Mz psf ft^2 Kip Kip Kip K -ft K -ft K -ft Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fz Fy Fz Mz My Mz Kip Kip Kip K -ft K -ft K -ft Normal to Ridge Walls+Roof +GCpi .0 28.3 199.3 380.5 .0 .0 Normal to Ridge Walls Only +GCpi .0 30.0 .0 120.0 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 30.0 .0 120.0 .0 .0 Normal to Ridge Walls Only -GCpi .0 30.0 .0 120.0 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 56.4 .0 201.7 .0 -598.5 .0 Along Ridge Walls Only +GCpi 56.4 .0 .0 .0 -334.2 .0 Along Ridge Walls+Roof -GCpi 56.4 .0 .0 .0 -334.2 .0 Along Ridge Walls Only -GCpi 56.4 .0 .0 .0 -334.2 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 4180.86 sq. tt Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 4.60 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 SIDE DOOR GARAGE DOOR 1.00 1.00 1.0 1 0.50 -0.90 40.70 -64.64 1.00 1.00 1.0 2 0.50 -1.70 40.70 -112.51 1.00 1.00 1.0 3 0.50 -2.60 40.70 -166.38 1.00 1.00 1.0 4 1.00 -1.10 70.62 -76.61 1.00 1.00 1.0 5 1.00 -1.40 70.62 -94.56 6.80 3.00 20.4 4 0.95 -1.05 67.35 -73.33 10.00 8.00 80.0 5 0.84 -1.08 61.08 -75.47 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd • • • • • •• • • = 0.85 •••• = 59.85 psf• • •••• • • •• •• • • • • •• • • • • • • • •• • • • •••• • • • • •••• •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • •••• • • • • •