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1234 NE 96 St (2)Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STAT OF FLORIDA, COUNTY OF MIAMI -DADE - 1 j) al -SA) Signature of Owner &/sa r) ///-) Print Name Sworn to and subscribed before me this SEAL: Signature of Notary Public - State «Florida Maurice Sugh ` ? Y P ? ��:' ,,,' -� _Cotnmiuion# DDO0 lud )'r E pires March 11,2005 OF f c Bonding g Tiro Co., IS4 Niums0 Atl Bonding Personally known ` OR, Produced Identification day of C('D tat�'' Type of Identification Produced: STATE O ORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed beforc me this Signature of Notary, SEAL: Personally known s/ Type of Identification Produced: ti }e tch PERMIT APPLICATION ;1§,tatc Maurice $ugh '�� 'y am eamm1 a #1)D 006393 Mg* 11.2003 add Tin ' UN& lioadiag C", OR, Produced Identification day of CONTRACTOR* / r Name { c 0 mVhkS .* tU < CO License No. Address 7( go , tt 2 " . _ Mb -NA ( , •- I � 2 Telephone iv 44ce3 Fax 3>_ ..j b D7ag- Qualifier Name X i / ( uL 67 , PROPERTY OWNER Name sr, ,t 1 f � / 4...u....0 � otc Address 1 2:2).4_ A `. SY 1,AtA- A\ S S I L Home Telephone - Business Telephone , n (pia 1 Ill l � "� Fax ENGINEER New Construction Name boitllJt& Z(3 ..D Alteration Exterior License No. Repair Address \ts 0 ( A s e ow 1 x3 W D pb t?> t b A t 4-t, 3 0(02_ Telephone i5.-k g 1q `t 6 c Relocation of Structure Fax c O C) Foundation Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Job Address: 1 2 If -t4 c1( grz Address Apt. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. City State PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION 33 Zip Folio Number Description of Work I eu3 e -ANVA- ' -Ai r 7 ‘" Lot i ( 13 Block B 4 Subdivision WI A M' f iefri PB 1 0 PG 3 7 Zoning Linear Feet Current Use of Property ize s: !- Ac t Square Feet 2- o O Units Floors Proposed Use of Property gSi L»'a/ f ". L - Value of Work A 'ZOOr, Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. SECTION BY-' " 6 AATg' '/f j6� )_i`" -.. Zoning C /-7 %z1 Electrical 7 Mechanical Plumbing Fire Public Works Structural 11 l7l a'v Building Official S ...- ' 7 iil I Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review $ ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $3 C) $ /, 0 (sq.ft. = x/1000 x ¢.60) $ REVIEWED AND PREPARED BY: (¢.005 /sq.ft.) (¢.01 /sq.ft.) ❑ CONDO ASSOCIATION APPROVAI . (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT APPLICATION DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. Tl'PF Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL 'I'YI'I'. Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons Q'I'1'. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'I'YI'E Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /18/2002 Applicant: CHARLES Owner: ALLEN JOB ADDRESS: 1234 Contractor Local Phone: 305 - 751 -4963 Parcel # 1132060143930 Fees: FEE2002 -6508 FEE2002 -6509 FEE2002 -6510 Description Building Permit Application Fee Buildier's Bond CCF Total Fees: Amount $60.00 $300.00 $1.20 $361.20 Total Fees: $361.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/17/2003 Construction Value: $2,000.00 Work: NEW CANVAS AWNINGS If there is no permit pa. fee is $50.00, which must This Permit is granted to the co ordinances pertaining thereto and and approved by the proper munic authorization. A further condition ordinances and regulations pertair by his agents, servants or employ) Signed: In consideration of the issuance with the plans, drawings, statemen myself, my agent, servants or emp GERMAIN CANVAS & AWNING CO Contractor's Address: 7180 NE 2 AVE THIS DOCUMENT HAS A COLORED BACKGROUND AND MICROPRINTING. THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK. Pay to the Order of NE 96 Building Permit Permit Number: BP2002 -1975 ALLEN CHARLES ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 12 & 13 & E2OFT OF LOT 14 Germain Canvas & Awning 7180 NE 2ND AVENUE MIAMI, FL 33138 (305) 751 -4963 Union Planters Bank 16051 W DI>oe Hwy North Miami 8, FL 33160-4307 877 - 848 -2285 63-841 1 670 060L98 ?II' ' :0670084 096603L2332 Date JOE SITE //e0 ° 0-31 /j 96 �t Tom OF R L: w : ; aed -, Got! PAGE LCCJI.-. Cif D ,I• /0/3e /oy GERMAIN CANVAS 4 AWNING COMPANY MIA NE 2 AVENUE TEL: (300 5) ) 151 1 -4963 1 TEL: ( DOi" I IN IC RUPOL.O, P.E., INC. 118 NORTH OCEAN BOULVARD POMPANO BEACH, FL. 33062 TEL: (954) 184 -2191 FAX: (954) 184 -5610 WALE , N.T.S. APPROVED CY I vRAWN 1 TT DATE 1 OCT. 3, 2002 REVIeED 31, 2002 PROJEct = SUSAN ALLEN 1234 NE 96 STREET MIAMI SHORES, FLORIDA AWNING FRAME FLANS DRAWING NUMBER g S-1 OF 2 CONTINUOUS CAULKING FABRIC RAFTER SEE PLAN HEAD PIPE HEAD PIPE CONTINUOUS CAULKING FABRIC RAFTER SEE PLAN TRACK ATTACHMENT DETAIL * 2 ATTACHMENT DETAIL * 1 22' -6' SEE ATTACHMENT DETAIL ' 3 STL PLATE 2'X2'XI/4' W/ 3/8'4 X 4' LG GALV. LAG SCREW. PROVIDE (2) LAGS EACH 6' V TRUSS,1 EACI -I SIDE 4 (1) LAG BETWEEN TRUSSES. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. EXIST 6' X 12' WOOD BEAM TRACK STL. PLATE 2'X2'X1/4' * 36' OC. WELDED TO HEAD ROD W/ 3/8'4 X 3' LG REP PIPE (14X) SLEEVE ANCHORS W/ 340 lb. MIN. PULLOUT CAPACITY EMBEDDED 3' INTO EXIST. WALL. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. 1' - 10i' 0 • • SEE ATTACHMENT DETAIL ' 3 (2) STL PLATES 4 (2)3/8'41 X 3' LG RED HEAD (14)X) SLEEVE ANCHORS r EMBEDDED 3' INTO EXIST. CMU WALL. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. ATTACHMENT DETAIL * 3 (6) 3/8'41 x 3' LG RED HEAD SLEEVE ANCHORS. SEE ATTACH DETAIL • 1. • • •.. • • • • :: • • • •• C�EN i�Ak •MGT . 1. ALL PIPE TO Si 1' tilA. 4d PIPE, i' 5 KSI, ASTM A53 GRADE B 4AL\ZANIZZD: E,C4EHI MM.' VERTICALS WILL BE 3/4'4 ba-ito FIFE. PtATEettgLk•56E AVM A36. 2. ALL FRAME CONNECTIONS SHALL BE FULLYWELDED AND COMPLY .4 W. CQRE: •. 1 .> �/8' ✓`� • iC � SMOOTH AND WASHED 3. ALL WELDS tQ PlE, : TO REMOVE SMOKE STAINd, E'rr,OrELECTRODES. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001. 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A MANNER 'THAT THE FABRIC WILL RELEASE FROM THE FRAME WITH A WIND LOAD OF 15 LBSJSQFT 6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI /HR WINDS. T. FIELD VERIFY ALL EXISTING BUILDING WALL CONDITIONS 4 DIMENSIONS PRIOR TO FABRICATION 4 ERECTION. NOTIFY ENGINEER FOR WRITTEN REDESIGN AS REQUIRED. FRAMES ARE DESIGNED FOR ANCHORAGE INTO 8' HOLLOW CMU WALLS 4 SYP WOOD, NO. 2. 8. FRAMES 4 COMPONENTS ARE DESIGNED AS FER ASCE 1 -98, EXPOSURE D, COASTAL EXPOSURE. S. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS 4 MAX HEIGHT a 15' ABOVE GROUND. EXISTING STRUCTURE WILL ACCEPT LOADS FROM AWNING. tw = .113 IN. A = .333 IN = 031 114 8..011 IN' W. 1.13 1108/ft �-- 0.1:1.1.050 IN. 3G�� PE tw =.133 IN. A. .494 IN' . .081 IN S =.133 IN' W =1b8 1106/ft O.D. =1315 IN. S I'4 PI� PIPE GERMAN CANVAS 4 AllislING COMPANY MIA : 158 NE (300 2 5) ) 2 AVENUE 151 -4963 TEL: 1IA DOM IN I C RUPOLO, P.E., INC. 118 NORTH OCEAN BOULVARD POMPANO BEACH, FL. 33062 TEL: (954) 184 -2191 FAX: (954) 184 -5610 WALE I N.T.S. APPRovEl 5Y 1 DRAM ' TT DATE , OCT. 3, 2002 RED PROJECT SUSAN ALLEN 1234 NE 96 STREET MIAMI SNORES, FLORIDA - AUJN INCA FRAME PLANS DRAWING KINDER 1 8-1 OF 2 4 • • • . • • • • ... CONTINUOUS CAULKING FABRIC RAFTER SEE PLAN HEAD PIPE CONTINUOUS CAULKING FABRIC RAFTER SEE PLAN ATTACHMENT DETAIL " 2 HEAD PIPE • • ... • • • • .. .. • • • .. .. • • • ... • • • • • • • • • • • ... • • • • • • TRACK ATTACHMENT DETAIL M 1 ACHMENT •3 ST1- PLATE 2'X2'XI/4' W/ 3/8'0 X 4' LG GALV. LAG SCREW. PROVIDE (2) LAGS EACH 6' V TRUSS, 1 EACH SIDE (I) LAG BETWEEN TRUSSES. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. EXIST 6' X 12' WOOD BEAM TRACK STL. PLATE 2'X2'X1/4' • 36' OC. WELDED TO HEAD ROD W /3 /8'OX3'LG RED PIPE (HX) SLEEVE ANCHORS W/ 340 lb. MIN. PULLOUT CAPACITY EMBEDDED 3' NTO EXIST. WALL. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. SEE 4TTACNMENT DETAIL • 3 ATTACHMENT DETAIL N 3 SEE ATTACI -PENT DETAIL • I B.O. ALINING + (2) STL PLATES 4 (2) 3/8'0 X 3' LG RED HEAD (I4X) SLEEVE ANCHORS EMBEDDED 3' INTO EXIST. CJ WALL. FILL HOLES W/ CAULK PRIOR TO INSTALLATION. GENERAL NOTES 1. ALL PIPE TO BE 1' DIA 6C14 40 PIPE, Fy • 35 K8I, ASTM A53 GRADE B GALVANIZED, EXCEPT TRUSS VERTICALS WILL BE 3/4'1 SCN 40 PIPE. PLATES WILL BE ASTM 436. 2. ALL FRAME CONNECTIONS SHALL BE FULLY DED AND COMPLY AJU,S. CODE TYP.\ 1/8• v 3. ALL WELDS TO 8E GROUND SMOOTH AND WASHED t0 REMOVE SMOKE STAINS, E1OXX ELECTRODES. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001. 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A MANNER THAT THE FABRIC WILL RELEASE FROM THE FRAME WITH A WIND LOAD OF 15 LBS/SQFT 6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI/HR WINDS. 1. FIELD VERIFY ALL EXISTING BUILDING WALL CONDITIONS t DIMENSIONS PRIOR TO FABRICATION 4 ERECTION. NOTIFY ENGINEER FOR WRITTEN REDESIGN AS REQUIRED. FRAMES ARE DESIGNED FOR ANCHORAGE INTO 8' HOLLOW CM1U WALLS t SYP WOOD, NO. 1. 8. FRAMES 4 COMPONENTS ARE DESIGNED AS PER ASCE 1 -98, EXPOSURE D, COASTAL EXPOSURE. S. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS 4 MAX HEIGHT = 15' ABOVE GROUND. EXISTING STRUCTURE WILL ACCEPT LOADS FROM AWNING. tw ■ .113 IN. A. .333 IN' 1 =1031 IN 6 =011 IN' W ■ 1.13 Ibe /ft OD. =1.050 IN. S 5)=3 ig ff tw =.133 IN. icl- A• .494 IN' I ■. 81 IN' S ■ .133 IN' W•1.68 ibe /ft O.D. =1315 IN. SGT E�P� APPROVED BY DATE ZONING STRUCTURAL i /7 ELECTRICAL I PLUMBING MECHANICAL ROOFING BLDG. OFEICIA' (� \ c) SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES APO REGULATIONS. MIAMI SHORES VILLA ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WSTH THE SOLm! FLORIDA B'JILO!! G CODE AS ADOPTED BY MIAMI SHORES 'VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES VILLAGE • • • • • ••• • •• •• • • • •• • • • • • • • • • • • ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • ••• •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• upolo Cnjineering Co. Structural Engineers 118 Noah Ocean Blvd. Pompano Beach, fl. 33062 (954) 784-2791 JOB ' WO PEGPQIVW , 111` 2 CALCULATED BY 04AI SHEET NO. OF DATE 10 CHECKED BY DATE { y� n DATE SCALE ILA W 1 t J i iO f� 9I0tr. rL 310'2. STONE AGGREGATE CONCRETE' 2 . igi INSTALL- 110N f SUE BOLT (In.) Dili ANCHOR �) r a 2000 pal r a 3000 psi r ■ 4000 psi Tension SHEARS Tension SHEARS Tension SHEAR; With two Without Sp, insp s With Sp. Insp.3 Without Sp, YnP. V4th Sp. Wp-2 Without Sp, Msp.• 1 /4 3.5 No. 10 1 AN- Carbon SHN- Stainless 300 150 405 400 - 200 405 525 270 405 350 175 510 480 240 555 650 325 600 Nu, 8 1 l4 1 1h Ns 14 3 /IS I' /2 405 205 640 560 280 700 775 385 760 555 280 1000 785 390 1125 1100 550 1250 11 20 3 /0 1' /4 Ns 48 1 /2 2 770 385 1610 1100 550 1810 1530 765 2020 N4 90 1050 525 2550 1515 755 2900 2225 1115 3275 UGHTWEIGHT AGGREGATE CONCRETE' 2 Igi INSTALL, T1ON ( 4be.) igi Dili la fi a 4000 psi r a 6000 psi Tension SHEAM Tension SHEARS SP. InsP. Without SR I82sp.4 With DP. bt6p.3 vAthout Sp, Ntsp.e 1 /4 3.5 No. 10 1' /S V- Carbon or Stainless 270 135 290 305 150 485 315 155 420 360 180 555 3 /'6 8 4a I' /4 405 200 575 560 280 700 3 /a 14 5 /te 1 650 325 980 790 395 1210 '/: 25 3 /a 1' /8 810 405 1400 1075 535 1960 3 /a 48 '/2 2 910 455 2160 1450 725 3120 3 /4 90 3 /S 2 MASONRY UMW s Igi INSTALL TION TORQUE BOLT . (CIA) Dili ill UGHTWEIGHT MEDIUM WFJGHT HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT FILLED Tension Tension SMEARS Tension Tension SHEARS rep.3 S s SWAM S With Imp 3 VAthout MA Sp. Insp.2 Ia SHEARS _ Sp, Imp Without Sp. Insp.4 'A 3.5 3 /14 1 /a AN. Carbon SHN- Stainless 280 160 S 2 V — — — — — 280 160 140 80 405 405 — — — 3 /t 15 3 /14 1 HN- Carbon SHN- Stainleu N 170 145 — — — — — — 340 290 170 145 • — — — 1 /2 25 3 /a Pis HN- Carbon SHN - Stainless — — — — — — 555 525 280 210 1000 1000 • — — — — — — 555 525 280 260 § § 3 /s 55 '/2 2 HN- Carbon SHN- Stainleu — — — — — — 770 770 385 385 • 1610 1610 — — — — — — 770 705 385 350 1610 1610 - 3 /4 90 3 /a 2 HN- Carbon — — — 1050 525 2550 — — — 1050 525 2550 1 Page 5 of 8 TABLE NO. IV—ITW RAMSET/RED HEAD DYNABOLT SLEEVE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES IN CONCRETE AND MASONRY (Pounds) Report No. 1372 'Tbe tabulated spear and tensile values are for anchors installed in stone or ightweight aggregate concrete having the designated ultimate compressive strength at the time of installation. rTbe tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diatneters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six -diameter spacing and duet- diameter edge distance. provided the values= reduced 50 percent. Linear interpolation may be used for intermediate spacings and edge margin... rlbese tension values are applicable only when the anchors are installed with special inspection u set forth in Section 306 of the code. eibese tension values are applicable when the anchors arc installed without special inspection as set forth in Section 306 of the code. 'The tabulated shear and tensile vain/sere for anchors installed inanarea which leaves minimum 3 -inch distance to any edge of the masonry unit. Values are for 8-i nch-w ide Grade N. lightweight or medium - weight matte masonry units conforming to ASTM C 90 and U.B.C. Standard No 24-4. The pouted masonry units are to be filled with coarse grout conforming to ASTM C 476 with 2 minimum compressive strength of 2000 psi. Normal - weight masonry units may be wbuituted for the medium - weight units. ' 'The tabulated values are for anchors invW led a minimum of 12 diameters on center and minimum wall edge and joint distance of six diameters or 3 inches. whichever is greater. for 100 percent efficiency. Spacing and edge disuince may be reduced sia-diameter spacing and three-diameier mill edge and joint distance or I 1 /3 inches, whichever is greater. provided the values are reduced 50 percent. Ungar interpolation may be used for intermediate spacings end edge margins. 'The embedment depth is measured from the outside face of the concrete or concrete block. rme tabulated shear values arc for loads applied by thn attached material to the sleeve portion of the anchor. Holes in the attached material shall not be more than '/'w inch in excess ot' the sleeve l i.e.. anchor) diameus • Rallolo engineering Co. Sfrucfurar Engineers 118 North Ocean Blvd. Pompano Beach, fl. 33062 (954) 784 -2791 •; • •' • • •; • • • •' • • • • • ••• • • • • • • • • JOB tofiN mC��'V�VVV \ 111`1 7RV ,' i • • • • ••• • • SHEET NO. ' 4- OF • • • • • • /�� • • • • • • • • • • CALCULATED BY V 1 'J DATE 110 3 O/. CHECKED BY DATE SCALE • • • • • • •' • Head Style • • fig • &tinlei; • Steel • •Catalog . Numbet Anchor Diameter & Drill Bit Size A Effective Anchor Length Bolt Diameter/ Threads Per Inch Min. Embed- ment Max. Thickness Of Material To Be Fastened •• • • • • I ••• •• ACORN NUT AN -1405 1/4" 5/8" 3/16"124 1/2" 1/8" AN -1413 1/4" 1 -3/8" 3/16 " /24 1 -1/8" 1/4" AN -1422 1/4" 2 -1/4" 3/16 " /24 1 -1/8" 1 -1/8" HEX NUT HN -1405 1/4" 5/8" 3/16 " /24 1/2" 1/8" HN -1413 SHN -1413 1/4" 1 -3/8" 3/16 " /24 1 -1/8" 1/4" HN -1422 1/4" 2 -1/4" 3/16 " /24 1 -1/8" 1 -1/8" HN -1614 5/16" 1 -1/2" 1/4 "/20 1 -1/4" 1/4" HN -1624 5/16" 2 -1/2" 1/4 "/20 1 -1/4" 1 -1/4" HN -3817 SHN -3817 3/8" 1 -7/8" 5/16 " /18 1 -1/2" 3/8" HN -3830 SHN -3830 3/8" 3" 5/16 "118 1 -1/2" 1 -1/2" •HN -1222 •SHN -1222 1/2" 2 -1/4" 3/8 "/16 1 -7/8" 3/8" •HN -1230 •SHN -1230 1/2" 3" 3/8 "/16 1 -7/8" 1 -1/8" •HN -1240 •SHN -1240 1/2" 4" 3/8 "/16 1 -7/8" 2 -1/8" •HN - 5822 5/8" 2 -1/4" 1/2 "/13 2" 1/4" •HN -5830 5/8" 3" 1/2 "/13 2" r •HN -5842 •SHN -5842 5/8" 4-1/4" 1/2 "/13 2" 2 -1/4" •HN -5860 5/8" 6" 1/2 "/13 2" 4" •HN -3424 3/4" 2 -1/2" 5/8 "/11 2 -1/4" 1/4" •HN -3440 3/4" 4" 5/8 "/11 2 -1/4" 1 -3/4" •HN -3462 3/4" 6-1/4" 5/8 "/11 2 -1/4" 4" FLAT HEAD FS -1411 1/4" 1 -1/2" 3/16 " /24 1 -1/8" 3/8" FS -1420 SFS -1420 1/4" 2 -1/4" 3/16 " /24 1 -1/8" 1 -1/8" FS -1430 SFS -1430 1/4" 3 -1/8" 3/16 " /24 1 -1/8" 2" FS -1440 1/4" 4" 3/16 " /24 1 -1/8" 2 -7/8" FS -3826 SFS -3826 3/8" 2 -7/8" 5/16"/18 1 -1/2" 1 -3/8" FS -3840 SFS -3840 3/8" 4" 5/16 " /18 1 -1/2" 2 -1/2" FS -3850 3/8" 5" 5/16 " /18 1 -1/2" 3 -1/2" FS -3860 ' 3/8" 6" 5/16 " /18 1 -1/2" 4-1/2" THRESHOLD TH -1420 1/4" 2 -1/4" 3/16 " /24 1 -1/8" 1 -1/8" FLAT HEAD ROUND HEAD RS -1411 1/4" 1 -3/8" 3/16 " /24 1 -1/8" 1/4" RS -1420 SRS -1420 1/4" 2" 3/16 " /24 1 -1/8" 7/8" RS -1426 1/4" 2 -7/8" 3/16 " /24 1 -1/8" 1 -3/4" RS -3824 3/8" 2 -5/8" 5/16 " /18 1 -1/2" 1 -1/8" TIE WIRE TW -1614 5/16" 1 -1/2" 1/4 "/20 1 -1/2" 9/32" Hole HEX COUPLING HX -3822 3/8" 1 -7/8" 3/8 "/16 Hanger 1 -1/2" - (ROD HANGER) HX -1222 1/2" 2 -1/4" 1/2 "/13 Hanger 1 -7/8" - • • • •• • • • ••• • •• • • • • • •• • • • •• • • • • ••• • • • • ••••• •• • • ••• • • • • • • • • • • • ▪ • • • • ▪ • • • 4.2.2 SIZING AND E8U. CFI€ •' • ••• • ••• • • ••• • mm7Ramset /Red Head DYNABOLT SLEEVE Foomotes: • Indicates Factory Mutual Approval Overall length of hex, acorn, round, hex coupling and tie wire sleeve anchors is longer than effective length shown on chart. See illustration below. RAT IEX ACORN TIE ROUND THRESHOLD NEX HEAD NUT NUT WIRE IFAD RAT READ COUPUN6 0 v — u 1 ; 1 -1 , I !I. . • g 11 • • m ITW Ranrset/Red Head, 1994 Not to be reproduced without written permission. ANCHOR SYSTEMS -A17- STONE AGGREGATE CONCRETE 2 . ANCHOR DIA. INSTALL- TION TORQUE (FL-Lbs.) BOLT DIA. (In.) MIWYl1a1 1111I8EH1.• MCP DEFTIt•? • ow • • • 8 • • a r ANCHOR • s TYPE • • (Safi) 1 . t P•I /' . a000 psi f = 4000 psi • • *Tonics SHEARS Tension SHEARS Tension SHEARS - • With St.. "VI Without • Sp. Insp.4 With Sp.Inso• Without Sp. Insp.4 With Sp.lnsp.3 Without Sp. Y zp. 1 /4 3.5 No. 10 1' /14 AN_ Carbon SHN- Stainless 300 150 405 400 200 405 525 270 405 ' /16 8 1 /4 I' /. 350 175 510 480 240 555 650 325 600 `/s 14 3 /s6 1' /2 405 205 640 560 280 700 775 385 760 1/2 20 3 /14 I' /s 555 280 1000 785 390 1125 1100 550 1250 Na 48 '/2 2 770 385 1610 1100 550 1810 1530 765 2020 N. 90 '/8 21/4 1050 525 2550 1515 755 2900 2225 1115 3275 UGHTWEIGHT AGGREGATE CONCRETEt 2 ANCHOR (In.) INSTALL, TO N (FL4.bs•) BOLT (In.) mow �S ENT myna ) ANCHOR (SI••q e = psi r psi Tension SHEAR, Tension SHEARS Sp.Insp.3 Sp.lnsP x With Sp. tnsp.3 without Sp. Insp.4 '/4 3.5 No. 10 1' /8 arbors HN Stainless 270 135 29C 305 150 485 3 /'e 8 1 /4 1' /4 315 155 42C 360 180 555 3 /9 14 Nis 1' 405 200 575 560 280 700 '/2 25 3 /8 1 ?/S 325 980 790 395 1210 Nil 48 1 /2 2 810 405 1400 1075 535 1960 3 /4 90 3 /s 2'/2 910 455 2160 1450 725 3120 MASONRY miss 6 ANCHOR DIA. (In.) INSTALL, TION TORQUE (FL -Lbs.) BOLT DIA. (In.) MINIMUM EMBED- NEWT DEPTH7 (In.) ANCHOR TYPE (SUN) UGHTWEIGHT MEDIUM WEIGHT HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT FILLED Tension Tension SHEAR6 Tension Tension s,IEARs WW Sp Irup.3 Without Sp. Imp. SHEARS With Sp. Imp Without Sp Inv.. With Sp. Imp without Sp atsp.4 SHEARS With Sp. Imp without Sp. Insp.,' '/4 3.5 3 /16 )' /s AN- Carbon SHN- Stainless 280 160 140 80 340 405 — — — — — — 280 160 I 2 405 405 — — — 3 /a 15 , 3 /16 1' /z HN- Carbon SHN- Stainless �I 170 145 — — — — — — F, 170 145 • — — — '/z 25 3 /8 1 ' /a HN- Carbon SHN- Stainless — — — — — — 555 525 280 210 1000 1000 — — — — — — 555 525 280 260 §§ 5 /8 55 '/2 2 HN- Carbon SHN- Stainless — . — — — — — 770 770 385 385 1610 1610 — — — — — — 770 705 385 350 1610 1610 - 3 /4 90 3 /x 2'/2 HN- Carbon — — — 1050 525 2550 — — — 1050 525 2550 4 • 'T he Page 5 of 8 • • •• • • • • •• •. •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • TABLE N•r'IY 1 FW RAM9ET /11n HEAD DYNABOLT SLEEVE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES IN CONCRETE AND MASONRY (Pounds) Report No. 1372 tabulated shear and ensile values are for anchors installed in stone or ightweigh aggregate concrete having the designated ultimate compressive strength at the time of installation. The tabulated values are for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six-diameter spacing and three- diameter edge distance. provided the values are reduced SO percent. Linear interpolation may be used for intermediate spacings and edge margin%. TThese tension values are applicable only when the anchors are installed with special inspection as set forth in Section 306 of the code. 4 TTese tension values are applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 3 The tabulated shear and tensile values are for anchors installed in an area which leaves a minimum 3 -inch distance to any edge of the masonry unit. Values are for 8- inch -wide Grade N. lightweight or medium-weight masonry units conforming to ASTM C 90 and U.B.C. Standard No. 24 The grouted masonry units are to be filled with coarse grout conforming to ASTM C476 with a minimum compressive strength of 2000 psi. Normal- weight masonry units may be substituted for the medium - weight units. ‘The tabulated values are for anchors installed a minimum of 12 d on center and minimum wall edge and joint distance of six diameters or 3 inches. whichever is greater. for 100 percent efficiency. Spacing and edge distance may be reduced six - diameter spacing and three - diameter wall edge and joint distance or 1 '/3 inches. whichever is greater. provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings irxd edge margins. ' embedment depth is measured from the outside face of the concrete or concrete block. "The tabulated shear values are for loads applied by the attached material to the sleeve portion of the anchor. Holes in the attached material shall not be more than 'nn inch in excess ache sleeve ( i.e.. anchor) diameter.