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MC-12-159
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL D e OWNER: Name (Fee Simple Titleholder) 46 g 1A ego ? lW �CPhone#: 305 Aog 971 Address: 9 D 001. 5' Y City: o o (N/- o State: FL Zip: 3g0 Tenant/Lessee Name: er.6SsA. V001 SU192L4 O'i& �lQI n1� %KMP,. Phone#: 3OS si/i�i �� Y Email: w► CO 5 2-S a% 01-11", n_e_ - -MA 'r i nal. A" Penn? JOB ADDRESS: It®' 3.t P '6 r V cl Miami Shores County: Miami Dade Zip: J°� e9 J/-'.1°N 3 LLiL Permit No. I �¶ Master Permit No. � Y'o City: Folio/Parcel #: Q °' Sa®, -of! - ®6 s 1 Lod IA ►u Ltaccas Is the Building Historically Designated: Yes NO o✓ Flood Zone: CONTRACTOR: Company Narne: R( 6- L P 5 poi-o\rh fl Phone #: 3 0- 9c) 14 Z Addres : c 1/ pi City: Q (-AI Qualifier Name: / v e / / Pic() ✓l State Certification or Registration #: Contact Phone#: 9 C9 Sq q Q 2 B Z Email Address: DESIGNER: Architect/Engineer: )4 Q V� Se V e✓ state: cL zip: 33 / 72 Phone# 01459 Certificate of Competency #: ��CC V1 c10519-near-100 " Cdr+ Phone#: iCtk— 210- 2 Value of Work for this Permit: $ 'r ' ®® Square/Linear Footage of Work: Type of Work: DAddress1 DAlteration DNew �Repair/Replace ODemolition Descripi,on of Work: r' et ° a %t e'er? Gfi4D/Le v- OVt' d Cod &. t, Sc Pinch 0 iietlr► re-fa 1 e540fre -- ***+ x*** ***, x**+ x+ x*****+s****+x**w** * ** * - s** +P.,I********* ** ** *********** *six *say * ** **** Submittal Fee $ Permit Fee $ d ! t ,� CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC • OWNER'S AFFIDAVIT'. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 'ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value®exceeding12500, 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 hli�i Signature O The foregoing instrument day of iNs.A► <' , 20'!!.1._, by who is personally known to me As id NOTARY PUBLIC: ent owledged before me this° Sign: Printk " -% .� [.. Contractor The foregoing instrument was acknowledged before me this P7 i day of ol 71 4 f or y , 20 L. by /Otte 0 i'' M or w h o has produced w h o is perscll nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: • aG Notary Public State of Florida f ' Claudia M Lopez , if My Commission 00993321 Of V" Expires. 05/18/200114 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06110/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): q 069 rc ey 1 e 8I d City: Miami Shores Village County: Miami Dade Zip Code: ?-313 9 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Ca r r ,' e i AHU or PKG. UNIT MODEL # rV-0 ci'! P °en T o COND. UNIT MODEL # 9 4748 C co 30/1 oo3 KW HEAT e3 NOM TONS ;9. c- AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS " ° ‘' '°' '. ' YES " NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 °CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: f ? c9i/ £A 5i)7 e mo State Certificate or Registration N. rile s'W-c6. Signature '' Date: ` ' f -C'/9 (Quatfler's slg re only) Phone: 30,r- rq q- 0261 Certificate of Competency N. This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. Certificate of Product Ratings AHRI Certified Reference Number: 3631818 Date: 1/27/2012 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 24ABC630A**30 Indoor Unit Model Number: FV4CNFOO2 Manufacturer: CARRIER AIR CONDITIONING Trade /Brand name: BASE 16 PURON AC Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI - sponsored, independent, third party testing: Cooling Capacity (Btuh): 28000 EER Rating (Cooling) 13,00___, SEER Rating (Cooling): * Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all UabIlity for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahriditectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certifcate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified atwww.ahrhUrectory.org, Air- CondilHtaning, Healing, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on and Refrigeralion Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129721543554596390 DATE @9M/DDIYYj CERTIFICATE OF LIABILITY INSURANCE 12/19/11 PRODUCER Accurate 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305)226-$727 INSURED Picon Design Corp 4050 SW 139th Ave Miami Fl 33175 (786) 385 -9257 COVERAGES Fax (305)226 -8767 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER k. American Builders Insurance Co INSURER B: Guarantee Insurance Company INSURER C: INSURER D: INSURER E: INSURER F: THE POLICIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREMI IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDmONS OF SUCH POUCIES. AGGREGATE LINTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER (MMIDD%E . DATE D EXPHtIYY) LIMITS LTR.ADO . DATE GENERAL UABIUTY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED -- 1028090001513-02 12/15/11 12/15/12 PREMISES (Ea occurerce) DO CLAIMS MADE W OCCUR MED EXP (Any OTTO pin) A ❑ PERSONAL & ADV INJURY ❑ GENERAL AGGREGATE B GEN'L AGGREGATE UMR APPUES PER ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE UABIUTY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS — GARAGE UABIUTY ❑ ❑ ANY AUTO 0 EXC?SSRIMBRELLA UABIUTY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS* UABIUTY ANY PROPRIETOR/ PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER GWGC100007093 -10 1,000,000 100,000 5,000 1,000,000 2,000,000 PRODUCTS - COMP/OP AGG 1,000,000 COMBINED SINGLE UMIT (Ea accident) BODLY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG _ EACH OCCURRENCE — . AGGREGATE 08/22/11 08/22/12 WC Tj ANUS E.L. EACH ACCIDENT _ 100,000 EL DISEASE - EA EM1 LoYEE _ 100,000 E.L. DISEASE - POUCY UMIT 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS ! VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS Certificate Holder is named as additional named in respect to General Liability Coverage. CERTIFICATE HOLDER City of Miami Shores 10050 Northeast 2nd Avenue Miami Springs, R 33138 ACORD 25 (2001108) CIF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INfURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CER • HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL LI9ATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AG • SENTATIVES. AUTHORIZED REPRESENTATIVE Lucia Estrella PORATION 1988 NUMB H 4 A» 9( BATE BATCH BATCH 7e my x.231 4F fiOTA 628505 -Q N 1E 1 LOCATION !1 ON DESIGN CORP 9468 NV 13 ST, DOT PAY RENEWAL RECEIP.TNO." 65.5074 =4; TAT E0 CAC1815956 omen 0'001 E00045 00 ...........:...:. DO NOT FORWARD PTCON DESIGN CORP NEIL P MORALES PRES 4050 SW 139 AVE MIAMI FL 33175 11111-11-1111111111111111111111111111111111 u111111.111111101t161511 Mark Sever, Architect 5580 NE 28th Avenue Ft. Lauderdale, Florida,33308 (954)270 -4062 Florida License, AR 0011828 Protect 8 :11070 Garage Door Retrofit 9069 -9071 Biscayne Blvd Miami Shores, Florida 04/17/12 Page 1 of 3 Frvjmbrhouvojg tpbe po : (5#0el# d1CbsKpjt uSppgRr)bejoh- qt g EM> 33 <NM> 41! Bluff de bcpvi tjetf nth vd e t prjs/ X - qt )20B y 47/6 g! Y qt g"` , Y 47 #dpodt t f dipo A 25501> 23481 = 9Q7.2G bum both > 2954 q P/L! idtk 4i174i. Mark Sever, Architect 5580 NE 28th Avenue Ft. Lauderdale, Florida,3330 8 (954) 270-4062 Florida License, AR 0011828 Description Project rf : 11070 Garage Door Retrofit 9069 -9071 Biscayne Blvd Miami Shores, Florida 04/17/12 Page 2 of 3 Masonry Flush Wall Pilaster /Column Gravity Analysis, DL +LL : Beam reaction distributed on 16° wall/column width each side of opening. (minimum wind Toad applied) General information Wall Height Thickness Reber Size Reber Spacing Reber Location Seismic Factor Seismic Zone Code Ref: ACI 530-05 11.000 ft 8 in 5 8.000 in Center 0.000 0 Block Type Bearing Plate Width Col.lwall Width Caliwall Width used Load Duration Factor Wall Wt Multiplier Normal Wt 6.000 in 16.000 In 16.000 In 1.000 1.000 fm 1,500.0 psi Fs 24,000.0 psi Em=fm* 900.0 Special inspection Grout Reber On E 1350,0G10 pct 21.481 Uniform Loads Dead Load Uve Load ...eccentricity ...toad Type Wind Load 0.00 Nit 0.00 Nit 0.000 in Roof 40.00 psf Girder Load Dead Load Uve Load ...eccentricity ...load Type 3,672.00 Ibs 2,920.00 Ibs 2.000 In Roof Allow Brg. Stress Allow Mal Stress Reduction Factor Allow Masonry Bending Max. Allow Moment w/o Axial Load Max. Axial Load wio Moment 390.00 psi 338.92 psi 0.82 495.00 psi 1,924.02 ft4 41,212.20 Ibs Reber Area Reber Depth Wall Weight np J Radius of Gyration Moment of Inertia 0.620 1n2 3.810 in 84.000 psf 0.2185 k 0.4777 0.8408 21kJ 4.9795 2.205 in 443.320 in4 Load Combinations & Stress Details Top of Wall DL + LL Btwn. Base & Top of Wall DL + LL + Wind DL + LL + Seismic Moment Axial ft-It Ibs 1,098.67 6,592.0 1,112.67 4,288.0 306.00 4,288.0 Required Bearing Area 16.90 in2 Summary Steel Masonry 6,638.32 282.66 6,722.91 286.26 1,848.90 78.73 Req'd Bearing Length .Axial Stress 54.21 35.26 35.26 2.82 In Design OK 11.00ft high, 8.00in thick w/ 2-#5 at each side of opening, Special Inspection, Grout Q Reber Only Max Bending + Axial Comp. Stress Allowable Max Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable 336.87 psi 495.00 OK 5421 psi 338.92 OK 6,722.91 psi 24,000.00 OK 1 Mark Sever, Architect 5580 NE 28th Avenue Ft. Lauderdale, Ftorida,33308 (954) 270-4062 Florida License, AR 0011828 Description Masonry Flush Wall Pilaster /Column Protect # :11070 Garage Door Retrofit 9069 -9071 Biscayne Blvd Miami Shores, Florida 04/17/12 Page 3 of 3 Wind Analysis, W : opening pressures distributed on 48" maxwall/c olumn width each side.. Contributing area = 88 sq.ft., w, psf = -43.9 & +39.9 ; ''* Wl nax= -87.8 psf General Information WaII Height Thickness Reber Size Reber Quantity Reber Location Selsmlc Factor Seismic Zone Code Ref. ACI 530-05 11.000 ft 8 in 5 2 Center 0.000 Block Type Bearing Plate Width CoIJwaIl WlVidth Col./wail Width used Load Duration Factor 0 VItWI V% Multiplier Normal Wt 8.000 in 48.000 in 48.000 in 1.330 1.000 fm 1,500.0 psi Fs 24,000.0 pal Em =fm* 900.0 Steal Inspection Gout @ Reber Only E 13W,000.0 psi n 21.481 Uniform Loads Dead Load Live Load ...eccentricity ...load Type Wind Load 0.00 #fft 0.00 Nit 0.000 In Roof 87.80 psf Girder Load Dead Load Live Load ...eccentricity ...load Type 0.00 Ibs 0.00 Ibs 0.000 In Roof Allow Brg. Stress Mow Axial Stress Reduction Factor Mow Masonry Bending Max. Allow Moment w/o Axial Load Max. Mai Load w/o Moment 390.00 psi 335.65 pal 0.85 495.00 psi 4,059.53 ft-# 83,777.40 Ibs Reber Area Rebar Depth Wall Weight np Radius of Gyration Moment of Inertia 0.620 in2 3.810 in 61.000 per 0.0728 k 0.3157 0.8948 2JkJ 7.0801 2.443 in 372.510 in4 Load Combinations & Stress Details Top of wall DL + LL Btwn. Base & Top of Wall DL + LL + Wind DL + LL + Seismic Required Bearing Area Summary Moment lal ft-# Ibs tS eel Masonry Axial Stress 0.00 0.0 0.00 0.00 0.00 5,311.89 1,342.0 30,158.19 647.71 5.38 0.00 1,342.0 0.00 0.00 5.38 0.00 in2 Req'd Bearing Length 0.00 In Design OK 11.00ft high, 8.00in thick wr/ 245 at each side of opening, Special Inspection, Grout © Rebar Only Max Bending + Axial Comp. Stress Allowable Max Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable 653.08 psi 658.35 OK 5.38 psi 446.41 OK 30,158.19 psi 31,920.00 OK ++ X n by> )) 9(B y .54/: qt g' 05(x jai * , .54/: qt g> .98/9 qt g ■ 6 EVIE MATERIAL SAFETY DATA SHEET AFR 0 4 e 2112 A9 Date Issued: 07/01 MSDS No: Pinch A Penny Sodium Hypochiorite Liquid Bleach Date Revised: 07/0212008 BY: � - -c° Revision No: 1 Pinch A Penny Sodium Hypochiorite Liquid Bleach PRODUCT NAME: Pinch A Penny Sodium Hypochlorite Liquid Bleach GENERAL USE: Chlorinating Solution. ACTIVE INGREDIENT(S): Hypochiorous Acid, Sodium Salt MANUFACTURER Allied Universal Corporation 3901 NW 115th Avenue Miami FL 33178 Product Stewardship: (305) 888 -2623 24 HR. EMERGENCY TELEPHONE NUMBERS Chem -Tel 24 -Hour Emergency # (800) 255 -3924 DISTRIBUTOR Pinch A Penny St 14480 62nd Street North Clearwater FL 33760 Product Stewardship: (727) 531 -8913 EMERGENCY OVERVIEW IMMEDIATE CONCERNS: May cause immediate pain. Exposure to the skin may cause sensitization or other responses. If the eye is not irrigated immediately after it has been exposed, permanent eye damage may occur. Strict adherence to first aid measures following any exposure is essential. Speed is essential. POTENTIAL HEALTH EFFECTS EYES: Strongly irritating to eyes. Exposure to vapor can cause tearing, conjunctivitis and burning of the eyes. Eye contact may cause a corneal injury. The severity of the effects depend on the concentration and how soon after exposure the eyes are washed with water. In severe cases, glaucoma, cataracts and permanent blindness may occur. SKIN: Prolonged and repeated exposure to dilute solutions often cause irritation, redness, pain and drying and cracking of the skin. Human evidence has indicated that an ingredient in this product can cause sensitization. Depending upon the concentration and how soon after exposure the skin is washed with water, skin contact may cause bums and tissue destruction. INGESTION: Corrosive. Can cause severe corrosion and damage to the gastrointestinal tract (including mouth, throat, and esophagus). Exposure is characterized by nausea, vomiting, diarrhea, abdominal pain, bleeding, and /or tissue ulceration. INHALATION: Strongly irritating to mucous membranes in the rose, throat and respiratory tract. Prolonged contact can cause chronic irritation, pulmonary edema and central nervous system depression. Repeated inhalation exposure may cause impairment of lung function and permanent lung damage. MATERIAL SAFETY DATA SHEET Date Issued: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochlorite Liquid Bleach Date Revised: 07/02/2008 Revision No: 1 Pinch A Penny Sodium Hypochiorite Liquid Bleach Hypochlorous Acid, Sodium Salt ?e_i' 3 < <: 10.5 007681-52-9 231-668-3 EYES: Hold eyes open and rinse slowly and gently with water for 15-20 minutes. Remove contact lenses, if present, after the first 5 minutes, then continue rinsing eye for 10-15 minutes. Do not transport victim until the recommended flushing period is completed unless irrigation can be continued during transport. Call a poison control center or medical physician for further treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. SKIN: Remove contaminated clothing. Rinse skin immediately with plenty of water for 15-20 minutes. If irritation persists, repeat flushing. Do not transport vicitm unless the recommended irrigation period is completed unless flushing can be continued during transport. Call a poison control center or medical physician for further treatment advice. Have the product label or MSDS with you when calling or going for treatment. INGESTION: Call poison control center or medical physician immediately for treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. Have exposed person sip a glass of water if able to swallow and dilute immediately by giving milk, melted ice cream, starch paste or antacids such as milk of magnesia. Avoid sodium bicarbonate because of carbon dioxide release. Do not induce vomiting, lavage, or acidic antidotes unless told to do so by poison control center or medical physician. Do not give anything by mouth to an unconscious person. If spontaneous vomiting occurs, have victim lean forward with head down to avoid breathing in of vomitus. Rinse mouth and administer more water. INHALATION: Move person to fresh air. If person is not breathing, call 911 or an ambulance, then give artificial respiration, preferably by mouth -to -mouth, if possible. If breathing is difficult, have trained person administer oxygen. Call a poison control center or medical physician for futher treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. NOTES TO PHYSICIAN: Pre - existing medical conditions may be aggravated by exposures affeting target organs. There are no known chronic effects. Probable mucosal damage may contraindicate the use of gastric lavage. In addition to the alkalinity of this product, the continued generation of chlorine gas after ingestion can dam: • e further the stomach mucous, depending on the amount ingested. Consideration may be given to removal of the product from the stomach. Taking care to avoid perforation of esophagus or stomach. An ounce of 1% sodium thiosulfate or milk of magnesia is helpful. FLAMMABLE LIMITS: 0 to 0 Notes: This material is non-flammable but is decomposed by heat and light, causing a pressure build -up which could result in an explosion. When heated, it may release chlorine gas or hydrochloric acid. Vigorous reaction with oxidizable or organic materials may result in fire. EXTINGUISHING MEDIA: Use extinguishing media appropriate for surrounding fire. Foam, dry chemical, carbon dioxide, water fog or spray. MATERIAL SAFETY DATA SHEET Date fired: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochtorite Liquid Bleach Date Revised: 07/02 Revision No: 1 Pinch A Penny Sodium Hypochlorite Liquid Bleach FIRE FIGHTING PROCEDURES: Water may be used to cool closed containers and may be used to knock down escaping vapor. Remove storage vessels from the fire zone. FIRE FIGHTING EQUIPMENT: Full protective clothing, including a NIOSH- approved self - contained breathing apparatus must be wom in a fire involving this material. Toxic gas vapors are produced upon decomposition. HAZARDOUS DECOMPOSITION PRODUCTS: Chlorine gas. Decomposes with heat and reacts with acids. Hazardous gases/vapors produced are hypchlorous acid, chlorine and hydrochloric acid. Composition depends upon temperature and decrease in pH. Additional decomposition products, which depend upon pH, temperature and time, are sodium chloride and chlorate, and oxygen. COMMENTS: Note: If leak or spill has not ignited, use water spray to disperse the vapors and to protect persons attempting to stop the leak. LARGE SPILL: Ventilate enclosed area. Collect product for recovery or disposal. For release to land, contain discharge by constructing dikes or applying inert absorbent. For release to water, utilize damming andfor water diversion to reduce the spread of contamination. HANDLING: Take all precautions to avoid personal contact. Keep container dosed except when transferring material. Locate safety shower and eyewash station close to chemical handling. Wash throroughly after handling. STORAGE: Store in a cool, dry, well- ventilated area away from incompatibles and direct light. Keep container properly labeled at all times. Vented containers must be used for storing material. Keep containers closed when not in use. Long term storage is impossible without decomposition. Only use containers made from tinted glass, polyethylene and FRP. STORAGE TEMPERATURE: Store containers below 20 degrees C and above freezing point. Do not expose sealed continers above 40 degrees C. Store in the dark at the lowest possible temperature, but keep from freezing, to slow down decomposition. MATERIAL SAFETY DATA SHEET Date wed: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochlorite Liquid Bleach Date Revised: 07/0212008 Revision No: 1 Pinch A Penny Sodium Hypochlorite Liquid Bleach EXPOSURE GUIDELINES .{Afff4✓Y✓3r1 9 ff 41 0 lil✓J✓r y�+ y of f•..% Hypochlorous Acid, Sodium Salt nighn3 [1] mg/m3 [2] Footnotes: 1. No hazards listed for sodium hypochiorite. Hazards stated are exposure levels for chlorine. 2. Listed for chlorine. NL mg/m3 ENGINEERING CONTROLS: Local exhaust. PERSONAL PROTECTIVE EQUIPMENT EYES AND FACE: Use full face shield and chemical safety goggles when there is potential for contact (splashing). SKIN: Gloves and protective clothing (apron, boots, and bodysuits) made from rubber, vinyl, neoprene or PVC. Standard work clothing closed at the neck and wrist while wearing impervious equipment. PHYSICAL STATE: Liquid ODOR: Chlorine. APPEARANCE: Clear, greenish - yellow liquid. pH: 11 to 14 VAPOR PRESSURE: 17.5 mm of Hg 0 20 deg C VAPOR DENSITY: Not Available BOILING POINT: 110 °C (230°F) FREEZING POINT: (7°F) SOLUBILITY IN WATER: Complete. EVAPORATION RATE: Not Applicable DENSITY: 10 Ibs per gallon SPECIFIC GRAVITY: 1.163 MATERIAL SAFETY DATA SHEET Date Issued: 07/01/8 DASDS No: Pinch A Penny Sodium Hypochlorite Liquid Bleach Date Revised: 07/02/8 Revision No: 1 Pinch A Penny Sodium Hypochlornte Liquid Bleach STABILITY: Stable at room temperature. POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION PRODUCTS: Chlorine Gas. Decomposes with heat and reacts with acids. Hazardous gases/vapors produced are hypochlorous acid, chlorine and hydrochloric acid. Composition depends upon temperature and decrease in pH. Additional decomposition products, which depend on pH, temperature and time, are sodium chloride and chlorate, and oxygen. INCOMPATIBLE MATERIALS: May react violently with strong acids. Other incompatibles include strong caustics, ammonia, urea, reducing agents, organics, ether, and oxidizable materials. Reaction with metals (nickel, iron, cobalt and copper) may produce oxygen gas, which supports combustion. May react with organo - halogen compounds to form spontaneously combustible compounds. May react explosively with nitro - and chloro- organic compounds as well as acids and reducing, agents. Acidification liberates chlorine gas. COMMENTS: Note: Sodium hypochlorite reacts violently with amines and ammonium salts. Solutions are reactive with common cleaning products such as toilet bowl cleaners, rust removers, vinegar, acids, organics and ammonia products to produce hazardous gases such as chlorine and other chlorinated species. ACUTE DERMAL LD50:10000 mg/kg (rabbit) ORAL LD9): 8910 mg/kg (rat) INHALATION LC50: 10.5 mgt.. (rat) 025/hr CARCINOGENICITY Notes: None of the componenets present in this material at concentrations equal to or greater than 0.1% are listed by IARC, NTP, OSHA or ACGIH as carcinogen. MUTAGENICITY: Sodium hypoc hiorite has been shown to produce damage to genetic material when tested in vitro. Studies in vivo have shown no evidence of mutagenic potential for this material. It is judged that the risk of genetic damage is insignificant for sodium hypochiorite because of its biological activity, lack of mut nicity in vivo, and failure to produce carcinogenic response.Mutagenic by the Ames Test. Mutagenic in the mouse lymphoma L5178Y test system. Non genotoxic in an in -vivo in micronucleous test in mice. Non genotoxic in an in -vivo liver unscheduled DNA synthesis (USD) assay. Mutagenic by the Ames Test. Mutagenic in the mouse lymphoma L5178Y test system. Non genotoxic in an in -vivo in micronucleous test in mice. Non genotoxic in an in -vivo liver unscheduled DNA synthesis (USD) assay. GENERAL COMMENTS: The concentrated solution is corrosive to skin, and a 5% solution is a severe eye irritant. Solutions containing more than 5% available chlorine are classified by DOT corrosive. Toxicity described in anmials from single exposures by ingestion include muscular weakness and hypo - activity. Repeated ingestion exposure in animals caused and increase in the relative weight of adrenal glands in one study, but no pathological changes were observed in two other studies. Long -Term administration of compound in drinkig water of rats caused depression of the immune system. No adverse changes were observed in an eight week dermal study of a 1% solution in guinea pigs. MATERIAL SAFETY DATA SHEET Date Issued: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochlorite Liquid Bleach Date Revised: 07102/2008 Revision No: 1 Pinch A Penny Sodium Hypochlorite Liquid Bleach Test in animals demonstrate no carcinogenic activity by either the oral or dermal routes. Tests in bacterial and mammalian cell cultures demonstrate mutagenic activity. ENVIRONMENTAL DATA: Do not contaminate domestic or irrigation water supplies, lakes, streams, ponds, or rivers. May be an aesthetic nuisance due to color. ECOTOXICOLOGICAL INFORMATION: Toxic to aquatic life. The toxicity and corrosivity of this product is a function of concentration and the concentration of pH. Notes: 96 -Hour LC50 Fathead minnows: 0.090 -5.9 mg/L Bluegill sunfish: 0.10 - 2.48 mg/1 Shore crab: 1.418 mg/L Grass Shrimp: 52.0 mg/L Scud: 0.145 - 4.0 mg/1 Water flea: 2.1 mg/L GENERAL COMMENTS: Mammals and birds exposed wildlife would be subject to skin irritation and bums due to the corrosive nature of this material. DISPOSAL METHOD: Dispose of in accordance with applicable local, state, and federal regulations. COMMENTS: Do not burn. Do not flush to surface water or sanitary sewer system. DOT (DEPARTMENT OF TRANSPORTATION) PROPER SHIPPING NAME: Hypochlorite Solution PRIMARY HAZARD CLASS /DIVISION: 8 UN/PIA NUMBER: UN 1791 PACKING GROUP: III UNITED STATES MATERIAL SAFETY DATA SHEET Date Issued: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochiorite Liquid Bleach Date Revised: 07/ Revision No: 1 Pinch A Penny Sodium Hypochiorite Liquid Bleach SARA TITLE 111 (SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT) FIRE: Yes PRESSURE GENERATING: No REACTIVITY: Yes ACUTE: Yes CHRONIC: No TITLE III NOTES: This product may be reportable under the requirements of 40 CFR 370. CERCLA (COMPREHENSIVE RESPONSE, COMPENSATION, AND LIABILITY ACT) TSCA (TOXIC SUBSTANCE CONTROL ACT) TSCA STATUS: All ingredients in this mixture are in compliance with TSCA. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 29 CFR1910. 119 --- PROCESS SAFETY MANAGEMENT OF HIGHLY HAZARDOUS CHEMICALS: Physical:Corrosive Health: Skin Sensitizer. Corrosive Target Organ: Skin CALIFORNIA PROPOSITION 65: There are no chemicals present known to the State of California to cause cancer. REVISION SUMMARY: Revision #: 1 This MSDS replaces the June 23, 2008 MSDS. Any changes in information are as follows: In Section 2 Emergency Overview - Immediate Concerns In Section 4 Additional Information In Section 9 (pH) (From) (pH) (To) Boiling °F (From) Density (Ibs) Specific Gravity (From) VOC (From) In Section 11 Dermal LD50 (Value) Dermal LD50 (Unit) Oral LD50 (Value) Oral LD50 (Unit) Inhalation LC50 (Value) Inhalation LC50 (Unit) In Section 15 Fire Pressure Generating Reactivity Accute Chronic SARA Title ill Notes Proposition 65 Statement NFPA CODES MANUFACTURER DISCLAIMER: Although reasonable care has been taken in the preparation of this document, we extend no warranties and make no representations as to the accuracy or completeness of the information contained therein, and assume no responsibility regarding the suitability of this information for the user's intended purposes or for the consequences of its use. Each individual should make a detemination as to the suitability of the information for MATERIAL SAFETY DATA SHEET Date Issued: 07/01/2008 MSDS No: Pinch A Penny Sodium Hypochlorite Liquid Bleach Date Revised: 07/02/2008 Revision No: 1 Pinch A Penny Sodium Hypochlorite Liquid Bleach ALLIED UNIVERSAL Headquarters: 3901 NW 115th Avenue, Miami, Florida 33178 Phone: 305 888 - 2623 TODAY'S DATE: 08/18/03 MSDS NUMBER: 0001 24 HOUR EMERGENCY CHEMICAL SPILL OR RELEASE PHONE NUMBERS: Allied Universal Corp. at 1- 305-483 -7732 (Digital Beeper) and/or CHEMTREC at 1- 800 - 424 -9300 Sodium Hypochlorite Product Names: Aqua Guard Chlorinating Sanitizer, Aqua Guard Chlorinating Solution, Aqua Guard Bleach, Aqua Guard Sanitizer, Liquid Chlorine Solution, Liquid Bleach, Hypochlorite, Hypo and Chlorine Bleach. Listed Strengths: 10.5 %, 12.5% and 15% CAS Number: 7681 -52 -9 Date MSDS Revised: July 2003 (previous revision 1/03) Product Use: Pesticide, disinfectant, sanitizer, bleach, water treatment, swimming pool, cooling towers, textile/laundry, hard surface cleaner, mildecide, drinking water disinfectant, boat bottoms, agricultural (see label for all approved uses & instructions). NSF Approval: Yes. Certified to ANSI /NSF Standard 60. Maximum use in Potable Water is 84 mg /L for 12.5% bleach and 100 mg /L for 10.5% bleach. USDA (NSF) Approval: Yes. Aqua Guard Chlorinating Solution, Aqua Guard Sanitizer & Aqua Guard Bleach. 11 Hazardous Ingredient(s): % (w/w) as Sodium Hypochlorite: 10.5 -16% Exposure Standards: None established for Sodium Hypochlorite, as Chlorine exposure standards are: PEL (OSHA): 1 ppm as Cl2 STEL (OSHA): 3 ppm as Cl2 TLV ( ACGIH): 0.5 ppm as Cl2 TWA (ACGIH): 0.5 ppm as Cl2 WEEL (AIHA): 2 mg /m3, 15 minute TWA as Cl2 STEL (ACGIH): 1 ppm as Cl2 Emery enc Overview: Ma cause bums to the e es, skin and mucous membranes. Alternate Name(s): Bleach Chemical Name: Sodium Hypochlorite Chemical Family: Oxidizing Agent Molecular Formula: Na -O -CI Form: Liquid Appearance: Water clear to a slight greenish - yellow, or light yellow aqueous solution Odor: Chlorine odor _pH: Vapor Pressure: 11 -14, dependent upon % weight as Sodium Hypochlorite Not available Vapor Density (Air =1): Not available Boiling Point: Freezing Point: Solubility (Water): Approximately 230° F 110° C) 14 F(8% w/w Cl2 solution), 7 F(10% w/w Cl2solution), -3 F (12% w/w Cl2solution) Completely Soluble Solubility (Other): Reacts with Many Organic Solvents Density: Appx. 10 lbs. per gallon Evaporation Rate: Not Available Specific Gravity: 1.126 (8% w/w Cl2solution), 1.163 (10% w/w Cl2solution), 1.202 (12% w/w Cl2solution), 1.25 (15% w/w Cl2solution) Molecular Wei , ht: 74.5 Chemical Stability Stable Unstable Incompatibility (Conditions to Avoid): Stability decreases with heat and light exposure. Incompatibility (Materials to Avoid): May react violently with strong acids. Other incompatibles include strong caustics, ammonia, urea, reducing agents, organics, ether and oxidizable materials. Reaction with metals (nickel, iron, cobalt and copper) may produce oxygen gas, which supports combustion. May react with organohalogen compounds to form spontaneously combustible compounds. May react explosively with nitro - and chloro- organic compounds as well as acids and reducing agents. Acidification liberates chlorine gas. Hazardous Decomposition or Byproducts: Chlorine gas. Decomposes with heat and reacts with acids. Hazardous gases /vapors produced are hypochlorous acid, chlorine and hydrochloric acid. Composition depends upon temperature and decrease in pH. Additional decomposition products, which depend on pH, temperature and time, are sodium chloride and chlorate, and oxygen. No Mechanical Shock or Impact No Static Discharge Oxidizer: YES Hazardous Polymerization May Occur Will Not Occur X Note: Sodium Hypochlorite reacts violently with amines and ammonium salts Solutions are reactive with common cleaning products such as toilet bowl cleaners, rust removers, vinegar, acids, organics and ammonia products to produce hazardous •ases such as chlorine and other chlorinated s•ecies. GENERAL: May cause immediate pain. Exposure to the skin may cause sensitization or other allergic responses. If the eye is not irrigated immediately after it has been exposed permanent eye damage may occur. Strict adherence to first aid measures following any exposure is essential. SPEED IS ESSENTIAL! - ROUTE(S) HEALT`EFF:_TS.:- INHALATION: Strong irritating to mucous membranes in the nose, throat and respiratory tract. Prolonged contact can cause chronic irritation, pulmonary edema and central nervous system depression. Repeated inhalation exposure may cause impairment of lung function and permanent lung damage. EMERGENCY & FIRST AIDE PROCEDURES if inhaled, move expose person to fresh air. If person is not breathing, call 911 or an ambulance, then give artificial respiration, preferably moth -to -mouth if possible. If breathing is difficult, have trained person administer oxygen. Call a poison control center or medical physician for further treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. SKIN CONTACT: Prolonged and repeated exposure to dilute solutions often causes irritation, redness, pain and drying and cracking of the skin. Human evidence has indicated that an ingredient in this product can cause skin sensitization. Depending upon the concentration and how soon after exposure the skin is washed with water, skin contact may cause bums and tissue destruction. If on skin or clothing, take off all contaminated clothing and rinse skin immediately with plenty of water for 15 -20 minutes. If irritation Persists, repeat flushing. Do not transport victim unless the recommended irrigation period is completed unless flushing can be continued during transport. Call a poison control center or medical physician for treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. EYE CONTACT: Strongly irritating to eyes. Exposure to vapor can cause tearing, conjunctivitis and burning of the eyes. Eye contact may cause a comeal injury. The severity of the effects depend on the concentration and how soon after exposure the eyes are washed with water. In severe exposure cases, glaucoma, cataracts and permanent blindness may occur. If in eyes, hold eye open and rinse slowly and gently with plenty of water for 15 -20 minutes. Remove contact lenses, if present, after the first 5 minutes, then continue rinsing eye for 10 -15 minutes. Do not transport victim until the recommended flushing period is completed unless irrigation can be continued during transport. Call a poison control center or medical physician for further treatment advice. Have the product label and /or MSDS with you when calling or going to medical treatment. INGESTION: Corrosive. Can cause severe corrosion of and damage to the gastrointestinal tract (including mouth, throat, and esophagus). Exposure is characterized by nausea, vomiting, diarrhea, abdominal pain, diarrhea, bleeding, and /or tissue ulceration. if swallowed, call poison control center or medical physician immediately for treatment advice. Have the product label or MSDS with you when calling or going for medical treatment. Have exposed Person sip a glass of water if able to swallow, and dilute immediately by giving milk, melted ice cream, starch paste or antacids such as mile of magnesia. Avoid sodium bicarbonate because of carbon dioxide release. DO NOT INDUCE VOMITING, LAVAGE OR ACIDIC ANTIDOTES unless told to do so by poison control center or medical physician. DO NOT give anything by mouth to an unconscious person. If spontaneous vomiting occurs, have victim lean forward with head down to avoid breathing in of vomitus, rinse mouth and administer more water. NOTE TO PHYSICIAN(S): Pre - existing medical conditions may be aggravated by exposures affecting target organs. There are no known chronic effects. Probable mucosal damage may contraindicate the use of gastric lavage. In addition to the alkalinity of this product, the continued generation of chlorine gas after ingestion can damage further the stomach mucous, depending on the amount ingested. Consideration may be given to 2 removal of the product from the stomach, taking care to avoid perforation of esophagus or stomach. An ounce of 1% sodium thiosulfate or milk of ma • nesia is hel•ful. ANIMAL DATA Inhalation 0.25 -hour LC50 - 10.5 mg /L in rats Acute Dermal LD50 - 10,000 mg/kg in rabbits Acute Oral LD50 - 8910 mg/kg in rats SUMMARY: The concentrated solution is corrosive to skin, and a 5% solution is a severe eye irritant. Solutions containing more than 5% available chlorine are classified by DOT corrosive (please see section 10 of this MSDS). Toxicity described in animals from single exposures by ingestion include muscular weakness, and hypoactivity. Repeated ingestion exposure in animals caused an increase in the relative weight of adrenal glands in one study, but no pathological changes were observed in two other studies. Long -term administration of compound in drinking water of rats caused depression of the immune system. No adverse changes were observed in an eight week dermal study of a 1% solution in guinea pigs. Tests in animals demonstrate no carcinogenic activity by either the oral or dermal routes. Tests in bacterial and mammalian cell cultures demonstrate mutagenic activity. CARCINOGENICITY: None of the components present in this material at concentrations equal to or greater than 0.1% are listed by IARC, NTP, OSHA or ACGIH as carcinogen. MUTAGENICITY: Sodium Hypochlorite has been shown to produce damage to genetic material when tested in vitro. Studies in vivo have shown no evidence of mutagenic potential for this material. It is judged that the risk of genetic damage is insignificant for sodium hypochlorite because of its biological activity, lack of mutagenicity in vivo, and failure to produce carcinoaenic resoonse. Flash Point: This product does not flash Flammable Limits (Lower): Not Applicable Flammable Limits (Upper): Not Applicable Auto Ignition Temperature: Not Applicable Decomposition Temperature: 40 °C (into NaCI & NaCIO3) 1 Rate of Burning: Not Available Explosive Power: Not Available Sensitivity to Mechanical Impact: Not expected to be sensitive to mechanical impact Sensitivity to Static Discharge: Not expected to be sensitive to static discharge Fire and Explosion Hazards: This material is non- flammable but is decomposed by heat and light, causing a pressure build -up which could result in an explosion. When heated, it may release chlorine gas or hydrochloric acid. Vigorous reaction with oxidizable or organic materials may result in fire. Extinguishing Media: Use agents appropriate for surrounding fire. Foam, dry chemical, carbon dioxide, water fog or spray. If leak or spill has not ignited, use water spray to disperse the vapors and to protect persons attempting to stop the leak. Fire Fighting Procedures: Water spray should be used to cool containers and may be used to knock down escaping vapor. Remove storage vessels from the fire zone. Fire Fighting Protective Equipment: Full protective clothing, including a NIOSH approved self - contained breathing apparatus, must be worn in a fire involving this material. Toxic gas vapors are produced upon decomposition. The toxicity and corrosivity of this product is a function of concentration and the concentration's pH. ECOTOXICOLOGICAL INFORMATION: Toxic to aquatic life. 96 -hour LC50: fathead minnows: 0.090 -5.9 mg /L, bluegill sunfish: 0.10 -2.48 mg /L, shore crab: 1.418 mg /L, grass shrimp: 52.0 mg /L, scud: 0.145 -4.0 mg/L, water flea: 2.1 mg /L. ENVIRONMENTAL EFFECTS: Do not contaminate domestic or irrigation water supplies, lakes, streams, ponds, or rivers. May be an aesthetic nuisance due to color. Mammals and birds, exposed wildlife would be subject to skin irritation and bums due to the corrosive nature of this material. Treatment, storage, transportation, and disposal must be in accordance with applicable Federal, State, and Local ulations. Do not burn. Do not flush to surface water or sanita sewer s stem US. DOT Basic Shipping Description: Hypochlorite Solutions, 8, UN1791, III U.S. DOT Hazardous Substance: Yes, RQ 100 pounds (Sodium Hypochlorite) U.S. DOT Marine Pollutant: No U.S. DOT Required Label: Corrosive (see column 6, 49 CFR §172.101) U.S. DOT Exception: Yes, if package meets the criteria of a limited quantity or consumer commodity as defined by 49 CFR §171.8, §173.144 and .154, and §172.312 and .316 N. AMERICAN EMERGENCY GUIDE PAGE NUMBER: 154 Trans, ortation Emers enc Phone Numbers: CHEMTREC 1- 800 -424 -9300 PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Take all precautions to avoid personal contact. Keep container closed except when transferring material. Locate safety shower and eyewash station close to chemical handling area. Use normal good industrial hygiene and housekeeping practices, wash thoroughly after handling. Store in a cool, dry, well - ventilated area, away from incompatibles and direct light. Keep container properly labeled at all times. Vented containers must be used and must be kept closed when not being used. Long -term storage is impossible without decomposition. Only use containers made from tinted glass, polyethylene & FRP. PROCESS HAZARDS: Not Available STORAGE TEMPERATURE: Store containers below 29 °C and above freezing point. Do not expose sealed containers above 40 °C. Store in the dark at the lowest possible temperature, but keep from freezing, to slow- down decom . osition. ENGINEERING CONTROLS: Full handling precautions should be taken at all times. Provide good room ventilation plus local exhaust at points of emission and low level floor exhaust in immediate handling area. Where engineering controls are not feasible, use adequate local exhaust ventilation wherever mist, spray or vapor may be generated. PERSONAL PROTECTIVE EQUIPMENT: Eye Protection: Use full face - shield and chemical safety goggles when there is potential for contact (splashing) —ANSI Z87.1 Skin Protection: Gloves and protective clothing (apron, boots, and bodysuits) made from rubber, vinyl, neoprene or PVC. Standard work clothing closed at the neck and wrist while wearing impervious equipment. Respiratory Protection (Specify Type): A NIOSH /MSHA approved air purifying respirator with an acid gas cartridge or canister may be permissible under circumstances where airborne concentrations are expected to exceed exposure limits. Protection provided by air purifying respirators is limited. Use a positive pressure air supplied respirator if there is potential for uncontrolled releases, exposure levels are not known, or other circumstances where air purifying respirators may not provide adequate protection. Other: Emergency eyewash and shower station must be provided within the immediate work area. ANSI Z358.1. 4 Ventilate enclosed area. Collect product for recovery or disposal. For release to land, contain discharge by constructing dikes or applying inert absorbent; for release to water, utilize damming and /or water diversion to reduce the spread of contamination; and, for release to air, vapors may be suppressed by the use of a water fog. All run -off water must be captured for treatment and disposal. Collect contaminated soil and water, and absorbent for disposal. Notify applicable government authority if release is reportable or could adversely affect the environment. Deactivatin Chemicals: Sodium Sulfite, Sodium Thiosulfate and Sodium Bisulfite OSHA CLASSIFICATION, 29 CFR 41900 -1910: Physical Hazards: Reactivity, Oxidizer Health Hazards: Acute - Skin Sensitizer, Corrosive CERCLA AND SARA REGULATIONS, 40 CFR 000 -373: Reportable Quantity = 100 Ib. CERCLA Hazardous Material: Yes Title III Hazard Classifications: Acute - yes, Chronic - no, Fire - yes, Reactivity - yes & Sudden Release of Pressure - No. This product may be reportable under the requirements of 40 CFR §370. Please consult those regulations for details. SARA Extremely Hazardous Substance: No SARA Toxic Chemical: No EPA "CLEAN AIR ACT ": This product does not contain nor is it manufactured with ozone depleting substances. EPA Pesticide: These products are registered with the U.S. EPA as a pesticide, as required under the Federal Insecticide, Fungicide and Rodenticide Act (FIFRA). It is shipped under a FIFRA approved product label. It is a violation of Federal law to use this product for pesticidal applications in a manner inconsistent with the FIFRA labeling. NPCA -HMIS RATING: HEALTH: 3 FLAMMABILITY: 0 NFPA RATING :NONE AT THIS TIME REACTIVITY: 2 The Merck Index, 11th ed., Merck and Co., Inc., Rahway, New Jersey, 1989. Suppliers' Material Safety Data Sheets Olin and OxyChem Sodium Hypochlorite Handbook Chlorine Institute Sodium Hypochlorite Pamphlet #96 This information contained herein, while not guaranteed, is offered only as a guide to the handling of this specific material and has been prepared in good faith by product knowledgeable personnel. This information is not intended to be all- inclusive as to the manner and conditions of use, handling and storage. Other factors may involve other or additional safety or performance considerations. Though Allied Universal Corporation is happy to respond to questions regarding safe handling of Allied's products, safe handling and use remains the responsibility of the products consumers and/or customers. No warranty of merchantability or fitness for purpose, or any other kind, express or implied, is made regarding performance, stability or otherwise. Allied Universal Corp. will not be liable for any damages, losses, injuries or consequential damages that may result from the use of or reliance on any information contained herein. No suggestions for use are intended as, and nothing herein shall be construed as a recommendation to infringe any existing patents or violate any federal, state or local laws, rules, regulations or ordinances. 5 a r GYRO TECH' �• .� by Entrances Inc. Where quality and service are automatic Part 1- GENERAL GT1175 WHISPERSLIDE HURRICANE PACKAGE IMPACT RATED AUTOMATIC ENTRANCE SYSTEMS SUGGESTED ARCHITECTURAL SPECIFICATIONS SECTION 8 1.01 DESCRIPTION A. Furnish and install automatic equipment as indicated on drawings and scions. B. Related work specified elsewhere. (See note to Specifier*) 1. Electrical Supply: Section 1.02 QUALITY ASSURANCE A. Manufacturer's Qualifications: Products specified shall be represented by a factory authorized and trained distributor. DistrOnuor shall maintain a parts inventory and trained service personnel capable of providing service. B. Ali automatic equipment to ly with ANSI A156.10. C. Gyro Tech equipment as by NABCO ENTRANCES, INC. has been specified and shall be quoted as a base bid. Other systems can be quoted along with infornntion specifically detailing the differences nces from the following specification. 1.03 SUBMITTALS A. Shop drawings showing complete elevations, details and methods of anchorage to location; installation of hardware; size, shape, joints and connections; and details of joining with other construction. B. Templates and diagrams and/or shop drawings as needed shall be furnished to fabricators and installers of related work for coordination of sliding door system with concrete work, electrical work, and other related work C. A dopy of appropriate manual shall be provided to owner's representative upon completion of installation. 1.04 WARRANTY A. Warranty power operrors, controls and labor provided by automatic sliding docw equipment installer against defects in material and workmanship, at no cost to owner, for a period of one year from date of substantial completion. Provide warranty to owner after completion of installation. 1.05 COMPLIANCE A. A completed American Association of Automatic Door Maimfacturer ( AAADM) compliance form shall be submitted as proof of compliance with ANSI A156.10 Standard for power operated pedestrian doors. Door(s) shall be inspected and form shall be signed by an AAADM certified inspector prior to plug door(s) in operation. B. Automatic sliding door systems shall be certified by the manufacturer to meet performance design criteria in accordance with the following standards: ANSIJBHMA A156.10 NFPA 101 Underwriter's Laboratories (UL) 325 Miami Dade County Building Code Compliance Office Florida Building Code, 2001, 2004 1 1111 �� ✓, 1111 1 1 I i I Part 2- PRODUCTS 2.01 APPROVED MANUFACTURER A. Automatic equipment and controls shall be manufactured by NABCO ENTRANCES INC. S82 W18717 Gemini Drive Muskego, WI 53150 Phone: (877) 622-2694 Fax: (888) 679 -3319 2.02 AUTOMATIC GT- WHISPERSLIDE SYSTEM A. GT Model #1175 Whisperslide as indicated on door schedule and details. B. Mode of operation: an 24V DC "Brush -less" operator with a microcomputer control system shall drive sliding door. The door will be pulled from closed to d�eenn and open to close position stopping the door in both directions by electrically reducing the voltage, stalling door against nie;chanieal stop. Opening, closing speeds and hold open time shall be adjustable. A reinforced timing belt shall be used to convert rotating motion from the operator sprocket into horizontal motion of the door. C. Components: 1. Doors, sidel tes,or housing and frame made from manufacturer's standard extruded aluminum reinforced as required to support imposed loads. 2. Rollers- support, anti riser and guide. 3. Door carnet hanger assembly, breakaway latch, limiting arm and door lock. 4. Air infiltration and intrusion protection equipment. 5. Nabco 24V DC "Brushless" power open/close operator with microcomputer controL 6. (Optional) Access Security Equipment NABCO :! +' i S82 W18717 Gemini Drive,Muskego WI 53150, 877 -622 -2694, 88S679 -3319 fax Rev 8/10 tom. 3e +,�L 2.03 SENSOR DEVICES A. Acusensor or Acuvision: Manufactured by NABCO ENTRANCES, INC. Sensors for door activation and threshold sensing shall provide a rectangular shaped pattern with a sensing area next to the door system. To provide optimum coverage to meet specific site conditions the sensing pattern shall be adjustable both in width,: depth of coverage while remaining at a full power setting. Units shall be supplied and installed on both sides of the operator housing to activate doors for single or two-way traffic. Units shall be sealed for protection against dust and moisture. An optional rain cover shall be available for sensors directly exposed to the elements. B. Acumotion: Manufactured by NABCO ENTRANCES, INC. Sensors for door activation and threshold sensing shalt provide a rectangular shaped pattern with a sensing area next to the door system. To provide optimum coverage to meet specific site conditions the sensing pattern shall be adjustable both in width and depth of coverage while remaining at a full power setting. Acumotion uses two technologies for activation and presence sensing. The activation is achieved by Doppler microwave for long range sensing. Presence sensing is achieved by active - infrared. Unit shall have separate outputs for microwave and infrared signals. Sensors combining both microwave and infrared signals on one output shall not be allowed. Units shall be supplied and installed on one or both sides of the operator housing to activate doors for single or two-way traffic. Units shall be sealed for protection against dust aI moisture. An optional rain cover shall be available for sensors directly exposed to the elements. C. Sperm cation options for consideration: 1. Wall Switches 2. For others see product catalog. FART 3- EXECUTION 3.01 INSTALLATION A. Automatic door equipment shall be installed by factory- trained installers in compliance with manufacturer's recommendations and approved shop drawings. Type and quantity of fasteners to secure the door package into the framed opening is per the requirements in the Miami-Dade Notice of Acceptance. 3.02 CLEANING AND PROTECTION A. After installation, clean framing members as recommended by the manufacturer. Aluminum surfaces in contact with masonry, concrete or steel shall be protected from contact by use of neoprene gaskets, where indicated, or a coat of bituminous paint to prevent galvanic or corrosive action. Advise general contractor to protect unit from damage during subsequent construction activities. * COVER NOTE TO SPECIFICATION WRITER Indicate under appropriate Section the following work by others: ELECIRICAL INSTALLER shall furnish and install all conduit and electrical wiring for activating devices and door operators. A minimum of 5 amperes, 115 volts, A/C, 1 -phase circuit shall be furnished for each door operator, terminate and connect to operator control panel, in operator housing. CONCRETE INSTALLER shall prepare floor at location of automatic entrance system to accommodate the surface as indicated on drawings. NABCO ENTRANCES INC., S82 W18717 Gemini Drive, Muskego WI53150, 877 - 6222694, 888-679-3319 fax Rev 8/10 4 Reference Fastener Chart for Anchors Reference Fastener Chart for Anchors AD Anchors are In Pairs All Anchors are In Pairs ACCESS COVER (INTERIOR) SIDE SO EXTERIOR ELEVATION Location Substrate Threshold 3500 S Concrete Header 3500 PSI Concrete Jambs 3500 PSI Concrete :1/24 " ° Adams Rite #1853N505 Maximum Seour".yy Lock Extending Into Header and Threshold (See Page 2) Design Pressure Rating 4 Typ- 6' Typ-� 8° Typ "A" 2" Typ. 4" Typ Header T"os"s 0 Kawneer Flush Bolt (TYplca1) (See Page 2) Door Pivot (See Page 2) 4 T 11! -8° Typ ACCESS COVER (INTERIOR) 8106 aX SO EXTERIOR ELEVATION 1/8" Solutle Series III 0 Inledayer 3/15° Tempered Glass #10x2" 12' oa. exoaptnear coornor(gT 3 "c Typ 93/4 °Typ 12; TYP. 83/4' TYP. 3118" Tempered Glass Dlubak Teohnologles Gelesse (Typloa1) mpered Reinforcement - 3/4"x3/4 "x1 " Aluminum gGSlasss Sip 142338 Lock Reinforcement Plate 1 112" x 15" x .105" (12 Ga) WHERE WATER INFILTRATION REQUIREMENT I8 NEEDED REQUIREMENT'S NOT EEDED 'osiIke 4egallve NOT APPROVED NOTAPPROVED +80 PSl` .70 P5F 1" Dow 995 Silicone (T) Typical Glazing Detail Entire Perimeter all Lites #10.24 x PF 4 Thread Formlne Staggered 2" From Each End 4.5° 0,0. Mounting Screws (Pals) 1 /2 3 1/2 Tiiiri 'TA 1, 8112" 1/4" Max Shim Space Exterlo Door 8weep SIdellght Sweep Interior t2 in Tie Rods 3/8° x 4515/18" Max k Mounting ." SCRIMS "I Palrs 31/4° SECTION "Y-Y" REVISIONS REV DESCRIPTION DATE r. Cover 1 1/2" T le Rods - Torque Pressure 18 15.20 Ft. Lbs. Threshold Threshold (Both Sides) NABC0 SECTION "X X" Concrete Construction SYSTEM GT1175 SINGLE SLIDER - FULL OPEN STANDARD ELEVATIONS & SECTIONS CONCRETE BUILDING FRAME CONSTRUCTION 4 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode Best Rolling Doors, Inc. 9780 NW 79th Avenue Hialeah Gardens, FL 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model S10 -6565 Steel Roll-up Door APPROVAL DOCUMENT: Drawing No. 6565_2009_02, titled "Model S10- 6565 ", sheets 1 through 3 of 3, dated 04/06/09, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. foriweiro NOA No. 09- 1103.05 Expiration Date: January 27, 2015 Approval Date: January 27, 2010 Page 1 Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6565_2009_02, titled "Model S10-6565", sheets 1 through 3 of 3, dated 04/06/09, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H. Dixon, Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Tensile Test per ASTM A370 -05, Along with marked -up drawings and installation diagram of Model S10-6565 Steel Garage Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL # 5589, dated 01/13/09, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Calculations for attachment of "C" channel guide to steel or concrete jamb, dated 07/23/09, prepared, signed and sealed by Joseph H. Dixon, Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance, dated 10/16/09, signed and sealed by Joseph H. Dixon, Jr., P.E. 2. Statement letter of no financial interest, dated 10/16/09, signed and sealed by Joseph H. Dixon, Jr., P.E. ,/ ;>° Carlo M. Utrera, P.E. Product Control Examiner NOA No. 09- 1103.05 Expiration Date: January 27, 2015 Approval Date: January 27, 2010 E -1 • e O O HOOD - 24 GA. (OPTIONAL) SLAT GUIDE (PAG. 2) O 6 m • • • • • • • 0 s 30'-4 W CLEAR OPENING WIDTH (max.) COILSIDE ELEVATION 3.2 .8125 1.500 0.687 0.875 1.562 -01 0.875 0.500 .750 17/64 °0 HOLES 2 PLACES FOR 1/4°6 RIVETS SIDE ELEVATION WINDLOCKS - DETAIL® PLAIN INSULATION MATERIAL (SEE NOTE 5) INSULATED FLAT SLAT - DETAIL 03 GUIDE RAIL BOTTOM SLAT ELEVATION - DETAIL0 GENERAL NOTES: 1- THE ROLL -UP DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 & 1609 OF THE FBC, FOR A BASIC WIND SPEED OF 146 M.P.H. THE ROLL -UP DOOR'S ADEQUACY FOR WIND PRESSURE,IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH THE 2007 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES, TAS -201, TAS -202 & TAS -203. DESIGN PRESSURE RATING: +65.0, -65.0 PSF 2- SLAT TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MIN. FY = 50 KSI AND 6-90 GALVANIZING PER A.S.T.M. A-653, OR A.I.S.I. 304 SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF FY = 50 KSI. 3- WINDLOCKS 11 GA PLATED STEEL. ASTM A -1011 4- ALL RIVETS TO BE A.I.S.I.1035 STEEL, CADMIUM PLATED, STAINLESS STEEL OR ZINC PLATED WI FY= 37,000 PSI. 5- INSULATION MATERIAL SHALL BE EPS- EXPANDED POLYSTYRENE INSULATION MANUFACTURED BY DYPLAST PRODUCTS LLC COMPANY, DADE COUNTY NOTICE OF ACCEPTANCE # 07- 1107.08. 6- DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL. DOOR IMPACTED ON BOTH SIDE. 7- GUIDE DETAILS CAN BE USED IN ANY COMBINATION. 8- COLD FORMED STEEL GUIDE TO HAVE MINIMUM YIELD STRENGTH OF 43 KSI. 9- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL DOCUMENT. THE CONTRACTOR SHALL ENSURE THAT THE WALL CAN SUPPORT THE JAMB FORCES INDICATE ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. BOTTOM SLAT BOTTOM SLAT - DETAIL Q DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 30' -41/2° (+65/ -65 PSF) ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 Model S10-6565 BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305 - 698 -3550 FAX 305 - 698 -3552 www.bestdoor.us DRAWN BY B.D. DATE 04/4w09 DRAWN No 6565_2009 02 SHEET 1 OF 3 EXISTING STEEL STRUCTURE REQUIRED 4a-- °2.000" 1.125" L 2 "x 2 1/4"x 1/8" Cont t 1.250" ASSEMBLY BOLT 5/16° x 10 W/ WASHER & NUT, FIRST @ 6° FROM BOTTOM, REST 14° O.C. WINDLOCK AT EVERY OTHER SLAT INCLUDING BOTTOM SLAT LAT 0 CHANNEL GUIDE (Cont.) O STEEL JAMB "E" Minimum edge distance of diameters (3") for 100 percent anchor efficiency t' 1.125" .4- HILT! KWIK BOLT 3 ANCHOR E ANCHOR SCHEDULE SLA 3 ®B - CHANNEL GUIDE (Cont. 1250" AI _n. :a ii: MASONRY JAMB 'Z" • Id 0.875" L2"x21 /4"x1 /8" Cont. EXISTING POURED CONCRETE REQUIRED 5/8 "21 u 3/16" < SEE SHT. 3 START @5" FROM BOTTOM WINDLOCK AT EVERY OTHER SLAT INCLUDING BOTTOM SLAT. Vx,, 1.335 3.250" 0.75 1f 2.250 0.75 0.9375 6087" Vy CHANNEL GUIDE - DETAIL® APilleved as t o DligN :VE; - t:kS DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 30'-4 1/2" (+65/ -65 PSF) ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 Model S10-6565 BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305-698-3550 FAX: 305 -698 -3552 www.bestdoor.us DRAWN BY B.D. DATE 04106/09 DRAWN No 6565_2009_02 SHEET 2 OF 3 SUMMARY OF ANCHORAGE CALCULATIONS Vx and Vy FORCES FOR VARIOUS DESIGN WIND LOADS 24 gage slat (0.0239 ") Design Wind Load (psf) Best Rolling Doors 24 gage slat, 0.0239" Desk Wind Load +1- 65psf 12' -0" 16' -0" wide wide 20'-0" wide 25'-0" wide 30-4 W wide Slip Catenary Force Positive Wind, P I.pf Negative Wind, PInf Vx and Vy Forces Positive Wind, Vx Negative Wind, Vx Positive Wind, Vy Negative Wind, Vy C- Guide, welded Electrode type A. Weld guide to wall angle, Outstanding leg only Hole diameter Weld type - Weld thickness Spacing B. Weld wall angle to jamb Hole diameter Weld type Weld thickness Spacing C- Guide, concrete anchors Concrete strength, fc Positive Wind anchor tension, F1ZCp compression, F2ZCp shear, F3ZCp Negative Wind anchor tension, FIZCn compression, F2ZCn shear, F3ZCn Type anchor, Hilti Diameter Embedment Spacing 0.500 in 1.00 in 1693 plf 2002 plf 1693 pif 2002 plf 1659 plf 1943 plf 1659 plf 1943 plf 393 plf 523 plf 393 pif 523 plf E70xx E70xx 5/8" 5/8 " Plug plug 1/8 " 1/8 " .. 14 " o.c. 14 " o.c. 518" 5/8 " Plug plug 1/8 " 1/8 " 14 " o.c. 14 " o.c. 4000 psi 4000 psi 467 plf 547 plf 74 plf 24 plf 1659 plf 1943 plf 638 plf 747 plf 1030 plf 1269 plf 1659 plf 1943 plf Kw& Bolt 3 Kwik Bolt 3 5/8 " 5/8 " 4" 4" 16" 16 "o.c. 1.50 in 2374 plf 2374 plf 2290 plf 2290 pif 653 plf 653 pif E70xx 5/8 " plug 1/8 " 14 " o.c. 5/8 " plug 1/8 " 13 " o.c. 4000 psi 691 pif 38 plf 2290 plf 880 plf 1533 pif 2290 plf Kw Ik Bolt 3 5/8 " 4" 13'12 "o.c. 1.50 in 3367 plf 3367 plf 3271 plf 3271 Of 815 plf 815 plf E70xx 5/8 " Plug 1/8 " 13 " o.c. 5/8 " plug 1/8 " 9 " o.e. 4000 psi 920 plf 105 plf 3271 plf 1257 pif 2072 plf 3271 plf Kwik Bolt 3 5/8 " 4" 9'h "o.c. 1.50 in 4525 plf 4525 plf 4418 plf 4418 plf 990 plf 990 plf E70xx 5/8 " plug 1/8 " 10 " o.c. 5/8 " plug 1/8 " 7 " o.c. 4000 psi 1243 plf 253 plf 4418 plf 1698 plf 2688 plf 4418 pif Kw& Bolt 3 5/8 " 4" 6' /2 "o.c. Vx and Vy FORCES FOR VARIOUS DESIGN WIND LOADS 24 gage slat (0.0239 ") Design Wind Load (psf) Opening Width Design Slip (in.) Vx (lb /ft) Vy (1b/ft) +50 / -50 12' -0" %2 1213 302 16' -0" 1 1459 402 20'-0" 1 /2 1739 502 25'-0" 1 /2 2501 627 30'-4 % " .- . 1.112 - -- 3389 -- 761 +55 / -55 12' -0" 1/2 1362 332 16' -0" 1 1620 442 20' -0" 1 1/2 1923 552 25' -0" 1 /2 2758 690 30'-4 1/2 " 1 1/2 3732 838 +60/-60 12' -0" 1/2 1510 362 16' -0" 1 1782 483 20' -0" 1 '/2 2106 603 25' -0" 1 ''/ 3014 752 30'-4'/2 " 1 '/ 4075 .914 +65/-65 12` -0" '/2 1659 393 16' -0" 1 1943 523 20' -0" 1 1/2 2290 653 25' -0" 1 1/2 3271 815 30'-4 1/2 " 1 1/2 4418 990 DADE COUNTY APPROVAL 2007 Florida Building Code ROLLING STEEL DOOR 30'-41/2" ( +65/ -65 PSF) ENG. NAME: JOSEPH H. DIXON JR. P.E. FL 7768 Model SI 0-6565 BEST ROLLING DOOR, MFG 9780 N.W. 79th AVENUE HIALEAH GARDENS, FLORIDA 33016 PH: 305 -698 -3550 FAX: 305- 698 -3552 www.bestdoor.us DRAWN BY B.D. DATE 04/06/09 DRAWN No 6565 2009_02 SHEET 3 OF 3 Pinch A Penny HVAC Load Calculations for Pinch A Penny 9701 Biscayne Blvd` Miami Shores, Florida Prepared By. R.W. Taylor Sever Design Atcitects 5580 N.E. 28th. Ave Ft. Lauderdale ,Florida Monday; January 09, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvaa - Residential $ bight Commercial HVAC Loads Richard. Taykar, Fort Lauderdale, FL 33308 :. tilde Software Development, Inc. Puu a A Penny : Page 4 Load Preview Report Net ft2 Sen Lat Net Sen Hts Duct Scope Ton /Ton Ara Gain. Gain Gain Loss g CFM Cls CFM Acct CFM Size Building 5.89 336 1,980 46,557 24,065 70,622 31,338 2,400 2,400 2,400 System 1 5.89 336 1,980 46,557 24,065 70,622 31,338 2,400 2,400 2,400 20x20 Ventilation 9,815 22,065 31,880 15,050 Zone 1 1,980 36,742 2,000 38,742 16,288 2,400 2,400 2,400 20x20 1 -Sales Area /Office 1,980 36,742 2,000 38,742 16,288 2,400 2,400 2,400 22 -6 C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM C :\ ...iPinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM Rhv c - Residential, Light mercia1 HVAC Loads Inc. Richard Tayior Pinch A Penny Fort Lauderdaale, Fl- 3-3368. Page - 2 Project Report m. eav ,�. ""M St'Y^ ''•Si n*ty �"'>";Y,r . °�'y r ,� p ` � - s'���. i�°,.,. .€ ,y��'�Y tc�.. �+�t�� `�, .... ,��'7..,.£,�" Project Title: Pinch A Penny Designed By: R.W. Taylor Project Date: Monday, January 09, 2012 Client Name: Pinch A Penny Client Address: 9701 Biscayne Blvd' Client City: Miami Shores, Florida Company Name: Sever Design Atchitects Company Representative: R.W. Taylor Company Address: 5580 N.E. 28th. Ave Company City: Ft. Lauderdale ,Florida {PAL tirc -iE ,� -`d' �* ' 1. 'tEi pY'1' 'r .,... ... -a , a S"i.' , , _ de-,. �;Z,6�Y.�4X •e^,f�I,c.., 'w f� dry . C[r T^ "s Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor 1.000 Elevation Total Adj: Factor: 1.000 Elevation Heating Adj. Factor 1.000 Elevation Heating Adj. Factor. 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Different Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb e Winter 47 44.1 80% n/a 70 n/a Summer. 90 77 56% 50% 75 55 Total Building Supply CFM: 2,400 CFM Per Square ft.: 1.212 Square ft. of Room Area: 1,980 Square ft. Per Ton: 336 Volume (ft3) of Cond. Space: 17,820 Total Heating Required Including Ventilation Air: 31,338 Btuh 31.338 MBH Total Sensible Gain: 46,557 Btuh 66 % Total Latent Gain: 24,065 Btuh 34 % Total Cooling Required Including Ventilation Ain 70,622 Btuh 5.89 Tons (Based On Sensible + Latent) :�" ¢, m., trot V Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C :\ ...iPinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM Rhvac .- Residential & Light Comme=IA HVAC Loads Ewe Softwaire De v opment Inc.' R and Pine A Penny Page 3 Miscellaneous Report 5 �e % $ €� ..:i ... ' _�� - � � �° 3D it' F�.ils_ e � �,e Winter: 47 44.1 80% n/a 70 n/a Summer: 90 77 56% 50% 75 54.55 "ik��gy- �`.4�ry°f S £ ' .. .'be Y.F T 4n d - i t�{`fi�. s,S+'+Y'G g-i^ XF $$^ $...� q ?B a W '�.. KN.t rt` 6Y 4 .�" �r'.;rt .. ..... Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor 0.00300 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft. /min 450 ft. /min Maximum Velocity: 900 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height 0 in. 0 in. `.s >� i ± +'lK ✓ $` r"+.� i''" �e �.._ ��"�v. �- .. `x.0 `� � Winter Summer Infiltration Specified: 0.490 AC/hr 0.250 AC/hr 146 CFM 74 CFM Infiltration Actual: 0.000 AC/hr 0.000 AC/hr Above Grade Volume: X 17,820 Cu.ft. X 17,820 Cu.ft. 0 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 0 CFM 0 CFM Total Building Ventilation: 595 CFM 595 CFM — System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 37.08 = (0.68 X 1.000 X 54.55 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 25.29 = (1.10 X 1.000 X 23.00 Winter Temp. Difference) Winter Infiltration Specified: 0.490 AC/hr (146 CFM), Construction: Semi -Loose Summer Infiltration Specified: 0.250 AC/hr (74 CFM), Construction: Semi -Loose C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM Rhvac -- Residential ;8s Light Commercial HVAC Loads Richard Taylor. Fort,Lauderdale, FL 33308. Elite Software Development;: Inc. Pinch Aimee 5 Duct Size Preview Room or Duct Name Minimum Velocity Maximum Rough. Velocity Factor 750 0 900 0 Design 1/100 0.1 0.1 SP Loss Duct Velocity 555.6 864 Duct Length utg Flow 2,400 2,400 C Flow Act Flow j 2,400 Duct Size 22-6 20x20 System 1 Supply Runouts Zone 1 1 -Sales Area/Office Other Ducts in System 1 Supply Main Trunk 450 650 i 2,400 Summary System 1 Heating Flow: 2400 Cooling Flow: 2400 • C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM Rhvac ,= Residential & Light Gs �ttnrr rciai HVAC Loads Elite Software 1 pment ; inc. Rich `taylgr_ Puari Penny Fort Lauder Val FL 333(18. : ' `, Page6 Total Building Summary 4;d� a S �' Lsi�. "ts ��.�3 ,9? *-4:' 1 E -cb: Glazing- Double pane window, fixed sash, clear, 198 2,869 0 3,221 3,221 metal frame with break, medium color blinds at 45° with 75% coverage, u -value 0.63, SHGC 0.69 Concrete block 8 ": Wail - Block, Custom, Exicting concrete 877.5 4,803 0 4,470 4,470 block w/ R-4.2 insulation 12B -Osm: Part-Frame, R -11 insulation in 2 x 4 stud cavity, 738 1,653 0 827 827 no board insulation, siding finish, metal studs MetalRoof: Roof /Ceiling -Under Attic with Insulation on 1980 2,368 0 7,619 7,619 Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, Metal Roof /Steeljoists/ R19 ins 22A -pI-c: Floor -Slab on grade, No edge insulation, no 202 4,595 0 0 0 insulation below floor, carpet covering, passive, light dry soil Subtotals for structure: 16,288 0 16,137 16,137 People: 10 2,000 2,300 4,300 Equipment: 0 0 0 Lighting: 2142 7,304 7,304 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 595, Summer CFM: 595 15,050 22,065 9,815 31,880 AED Excursion: 0 0 11,001 11,001 Total Building Load Totals: 31,338 24,065 46,557 70,622 Total Building Supply CFM: 2,400 CFM Per Square ft.: 1.212 Square ft. of Room Area: 1,980 Square ft. Per Ton: 336 Volume (ft3) of Cond. Space: 17,820 yr $. ,��`, �.` � � ,v �,_ ern �x�„as .,..,�: ,tim ` .GLc'�`� Total Heating Required Including Ventilation Air: 31,338 Btuh 31.338 MBHI Total Sensible Gain: 46,557 Btuh 66 % Total Latent Gain: 24,065 Btuh 34 % Total Cooling Required Including Ventilation Air: 70,622 Btuh 5.89 Tons (Based On Sensible + Latent) .e. :i'}.aay.. �RF a*z., R ... Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM Rhvac;- Residential :& Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, PL 33308 Building Pie Chart Building Loss 31,338 Btuh Building Gain 70,622 Btuh Wall 8% Glass 9% Roof 11% Ventilation 48% AED Excursion 16% Glass People 6% Lighting 10% Ventilation 45% C:1 ...\Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM `ResideniialR hwac . Light; Commercial lvAG Loads Richard Tayial . Fort Ludetdale, FL. 3330$ E st rare t opmnenl Inc. A nmy. fge.8 Detailed Room Loads - Room 1- Sales Area/Office (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 1,980.0 ft. System Number. 1 Room Width: 1.0 ft. Zone Number. 1 Area: 1,980.0 sq.ft. Supply Air. 2,400 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.1 AC/hr Volume: 17,820.0 cu.ft. Req. Vent. Clg: 595 CFM Number of Registers: 22 Actual Winter Vent.: 595 CFM Runout Air 109 CFM Percent of Supply.: 25 % Runout Duct Size: 6 in. Actual Summer Vent.: 595 CFM Runout Air Velocity: 556 ft./min. Percent of Supply: 25 % Runout Air Velocity: 556 ft. /min. Actual Winter Infii.: 0 CFM Actual Loss: 0.197 in.wg. /100 ft. Actual Summer lnfil.: 0 CFM + id' r t'i1 "r 73^ }��5� A _..fi V.�$ `°,� ` N -Walt- Concrete block 8" 69 X 9 621 0.238 5.5 3,399 5.1 0 3,163 E -Wall- Concrete block 8" 20.5 X 184.5 0.238 5.5 1,010 5.1 0 940 9 W -Wall- Concrete block 8" 30 X 9 72 0.238 5.5 394 5.1 0 367 N -Part 10 °/20 °- 12B -Osm 82 X 9 738 0.112 2.2 1,653 1.1 0 827 W - GIs -1E-cb shgc -0.69 100 %S 108 0.630 14.5 1,565 16.3 0 1,757 W - Gls -1E-cb shgc -0.69 100 %S 90 0.630 14.5 1,304 16.3 0 1,464 UP- Ceil- MetalRoof 1980 X 1 1980 0.052 1.2 2,368 3.8 0 7,619 Floor- 22A -pi 202 ft..Per. 202 0.989 22.7 4,595 0.0 0 0 Subtotals for Structure: 16,288 0 16,137 Infil.: Win.: 0.0, Sum.: 0.0 1,076 0.000 0 0.000 0 0 AED Excursion: 11,001 People: 200 lat/per, 230 sen/per: 10 2,000 2,300 Lighting: 2,142 7,304 Room Totals: _ _ 16,288 2,000 36,742 C:l ...lPinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM t R xac - -Residentiat I g#ttcommerc iai HVAC Loade: System 1 Room Load Summary —Zone 1- 1 Sales Area/Office 1,980 16,288 212 22 -6 556 36,742 2,000 1,671 2,400 15,050 9,815 22,065 System 1 total 1,980 31,338 212 46,557 24,065 1,671 2,400 Ventilation System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 20x20 in. 864 ft /min 0.069 in.wg Type: Model: Indoor Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: Heating System Natural Gas Furnace 0 AFUE 0 n/a n/a Cooling System Standard Air Conditioner 0 SEER 0 0 Btuh 0 Btuh C:\ ...1Pinch A Penny 1- 9- 12.rhv Monday, January 09, 2012, 7:59 PM 6 . D 1212 Nit Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs yfiauge Summit® Fla/Com - 2008, Effective: March 1, 2009 -- Form 400B -2008 tT thud B: Prescriptive Compliance for Renovations, Occupancy Change, etc. PROJECT SUMMARY Short Desc: PINCHAPENNY Owner: Enter Owner's name here Addressl: 9069 & 9071 Biscayne Blvd Address2: Enter Address here Type: Retail Jurisdiction: MIAMI SHORES VILLAGE, MIAMI-DADE COUNTY, FL (232600) Conditioned Area: 2190 SF Conditioned & UnConditioned Area: No of Stories: 1 Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Description: PINCH A PENNY STORE City: Miami Shores State: FL Zip: 0 Class: Renovation to existing buildi 2190 SF 2190 SF 3.5 4/9/2012 EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 1 of 7 Compliance Summary Component Design Criteria Result RENOVATED ENVELOPE PRESCRIPTIVE LIGHTING POWER LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES 960.0 3,723.0 PASSES PASSES None Entered PASSES None Entered None Entered None Entered o/NA IMPORTANT MESSAGE Info 5009 — — — An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page 2 of 7 CERI'lh'ICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Aniel Fernandez, ' ) LEER) A Building Official: Date: 4 /2 ,i Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: Reg No: Plumbing Designer: Reg No: ( *) Signature is required where Florida Law requires design to be performed by registered design professionals. Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL _MIAMI OPA LOCKA.tm3) Prescriptive Envelope Compliance Item Zone Description Design Criteria Meet Req. Glass SALES Percent glass Max allowed .000 50.000 Yes Skylights SALES Percent Skylight Max allowed .000 5.000 Yes Meets Shell Envelope Requirements -- PASSES EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 4/9/2012 Page 3 of 7 Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL MIAMI OPA_LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design Min Compli- CP CP ance SALES 25,001 Sales Area 2,190 4 1 PASSES PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page4of7 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sqft or ft) None Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL MIAMI OPA LOCKA.tm3) Lighting Power Compliance Space Ashrae Description Area Height No. of ID (sq.ft) (ft) Spaces Design Effective Allowance (W) (W) (W) SALES 25,001 Sales Area 2,190 9.0 1 960 960 3,723 Design 960 (W) Effective: 960 (W) Allowance: 3723 (W) Passing requires Design to be at most 100% of Criteria I PASSES Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL MIAMI OPA_LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design Min Compli- CP CP ance SALES 25,001 Sales Area 2,190 4 1 PASSES PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page4of7 Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL MIANII_OPA LOCKA.tm3) System Report Compliance EXISTING EXISTING ABU Constant Volume Packaged No. of Units System -902 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 13.00 12.23 8.00 PASSES < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume NEW NEW AHU Constant Volume Packaged No. of Units System -902 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 15.00 12.23 8.00 PASSES < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV fiance None EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page 5 of 7 EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page 6 of 7 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] None EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 4/9/2012 Page 6 of 7 Project: PINCHAPENNY Title: PINCH A PENNY STORE Type: Retail (WEA File: FL MIAMI OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Report Operations Manual Windows & Doors Joints /Cracks Dropped Ceiling Cavity System Reheat HVAC Efficiency HVAC Controls Ventilation Controls ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors Lighting Controls 13 -101 13- 102.1, 13- 410,13 -413 13- 406.AB.1.1 13- 406.AB.1.2 13- 406.AB.3 13-407 13 -407.B 13 -407, 13-408 13- 407.AB.2 13- 409.AB.3 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13-414 13- 415.AB Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/11z; all other products: 0.4 cfm/f12 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.1A -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.1D, 13- 408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5 °F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity 5.300 cfm Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 Performance requirements in accordance with Table 13- 412.AB.3. Heat trap required Cover on heated swimming pools: Time switch (exceptions); Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, first 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluuorescent lamps>30W Check d EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 4/9/2012 Page 7 of 7 EnergyGauge Summit® v3.22 INPUT DATA REPORT Project Name: PINCHAPENNY Project Title: PINCH A PENNY STORE Address: 9069 & 9071 Biscayne Blvd Enter Address here State: FL Zip: 0 Owner: Enter Owner's name here Project Information Orientation: North Building Type: Retail Building Classification: Renovation to existing building No.of Stories: 1 GrossArea: 2190 SF 4/9/2012 EnergyGauge Summit® v3.22 1 Zones No Acronym Description Type Area [sf] Multiplier Total Area [sf] 1 SALES SALES AREA CONDITIONED 2190.0 1 2190.0 ❑ Spaces No Acronym Description Type Depth [ft] Width [ft] Height Multi [ft] piier Total Area [sf] Total Volume [cf] 4/9/2012 EnergyGauge Summit® v3.22 1 In Zone: SALES 1 SALES SALES Sales Area 30.00 73.00 9.00 1 2190.0 19710.0 ❑ Lighting No Type Category No. of Watts per Luminaires Luminaire Power [W] Control Type No.of Ctrl pts In Zone: SALES In Space: SALES 1 Compact Fluorescent General Lighting 16 60 960 Manual On/Off 4 0 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat [ft] [ft] plier [sf] [ Btu/hr. sf. F] Capacity [Btu/sf.F] Dens. R -Value [lb /cf] [ h.sf.FBtu] In Zone: Windows No Description Type Shaded U SHGC Vis.Tra [Btu/hr sf F] W (ft] H (Effec) Multi (ft] plier Total Area [s f) In Zone: In Wall: Doors No Description Type Shaded? Width H (Effec) Multi [ft] [ft] plier Area Cond. Dens. Heat Cap. R -Value [sf] [ Btu/hr. sf. F] [lb /cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: In Wall: 4/9/2012 EnergyGauge Summit® v3.22 2 4/9/2012 EnergyGauge Summit® v3.22 3 Systems Roofs No Description Type Width H ( Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/s£ F] [lb /cf] [h.sf.FBtu] In Zone: Constant Volume Packaged System- -902 No. Of Units 1 Component Skylights Capacity Efficiency No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] [ft] [Sf] [Sf] In Zone: In Roof: 1 2 Cooling System Air Handling System - Supply 41800.00 13.00 1400.00 0.80 8.00 ❑ ❑ Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value [ft] [ft] plier [sf] [ Btu/hr. sf. F] [Btu/sf. F] [lb/eft [h.s£FBtu] In Zone: 4/9/2012 EnergyGauge Summit® v3.22 3 Systems EXISTING EXISTING AHU Constant Volume Packaged System- -902 No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System Air Handling System - Supply 41800.00 13.00 1400.00 0.80 8.00 ❑ ❑ 4/9/2012 EnergyGauge Summit® v3.22 3 NEW NEW AHU Constant Volume Packaged System --902 Ext- Lighting No. Of Units 1 Component Category Capacity Efficiency IPLV Control Type Wattage [W] 1 Cooling System 2 Air Handling System - Supply 29740.00 1000.00 15.00 0.80 8.00 I. Piping No Type Operating Temperature [Fl Insulation Nomonal pipe Conductivity Diameter [ Btu- in/h.sf.F] [inl Insulation Thickness [in] Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W- Heater Description Capacit3Cap.Unit PP Rt. Efficiency Loss 4/9/2012 EnergyGauge Summit® v3.22 4 Ext- Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Luminaire [sf/ft/No] Control Type Wattage [W] Piping No Type Operating Temperature [Fl Insulation Nomonal pipe Conductivity Diameter [ Btu- in/h.sf.F] [inl Insulation Thickness [in] Is Runout? 4/9/2012 EnergyGauge Summit® v3.22 4 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT 4/9/2012 EnergyGauge Summit® v3.22 5 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Used [h.sf.FBtu] [ft] [Btu/h.ft.F] Density [lb /cf] SpecificHeat [Btu/Ib.F] u Constructs Used No Name Simple Massless Conductance Heat Capacity Construct Construct [Btu/h.sf.F] [Btu/sf.F] Density [thief] RValue [h.sf.F/Btu] Layer Material No. Material Thickness Framing [ft] Factor • 4/9/2012 EnergyGauge Summit® v3.22 5 DASH DOOR & CLOSER SERVICE, INC. 7801 NW 29th Street Miami, FL 33122 P: 305.477.1164 F: 305.477 2502 5f (97f /4943e_c COve* —M Pinch-A-Penny — 9071 Biscayne Blvd. , Miami Shores, FL Submittal: Auto Door / Storefront Calculations , APPROVED-.. Pinch -A -Penny - 9071 Biscayne Blvd. TABLE OF CONTENTS WIND CALCULATIONS NOA ANALYSIS AUTO DOOR / STOREFRONT — ELEVATION STEEL STRUCTURAL CALCULATIONS NOTICE OF ACCEPTANCE (NOA) AUTOMATIC DOOR — NOA 11- 1115.07 STOREFRONT —NOA 11- 0720.09 ANKR -TITE CCAT WEDGE ANCHOR - NOA 09- 0319.05 ANKR -TITE CCAT WEDGE ANCHOR — CUT CHEET / SUBMITTAL INFO. 2 3 -6 7 -10 11 12 -19 Dash Door & Closer Service, Inc. JOB TITLE Pinch -A -Penny - Wind 7801 NW 29th Street 9701 Biscayne Blvd. Miami, FL 33122 JOB NO. SHEET NO. P: 305.477.1164 CALCULATED BY SVS DATE 4/20/12 F 305.477.2502 CHECKED BY DATE Ver 8.07.01 www.struware.com STRUCTURAL CALCULATIONS FOR Pinch -A -Penny - Wind 9701 Biscayne Blvd. Miami Shores, FL Engineered by: Steven V. Sanko, PE Dash Door & Closer Service, Inc. 7801 NW 29th Street Miami, FL 33122 Dash Door & Closer Service, Inc. 7801 NW 29th Street Miami, FL 33122 P: 305.477.1164 F: 305.477.2502 JOB TITLE Pinch -A -Penny - Wind 9701 Biscayne Blvd. JOB NO. CALCULATED BY SVS CHECKED BY SHEET NO. DATE 4/20/12 DATE Code Searc 1. Code: Florida Building Code 2004 - High Velocity Zone II. Occupancy: Occupancy Group = 111. Type of Construction: Fire Rating: Roof = Floor = B Business 0.0 hr 0.0 hr IV. Live Loads: Roof angle (0) 0.00 / 12 0.0 deg Roof 0 to 200 sf 30 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf V. Floor Stairs & Exitways Balcony / Deck Mechanical Partitions Wind Loads : ASCE 7 - 02 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh casel Kh case 2 100 psf 100 psf 100 psf N/A 20 psf 1.00 146 mph 1.00 21.0 ft 22.0 ft C Enclosed Building +/ -0.18 390.0 ft 74.0 ft 0.911 0.911 Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft H< 15ftexp C Half Hill Length (Lh) 0.0 ft .. Kzt =1.0 Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x= 50.0 ft Bldg up /down wind? downwind H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (I +KiK2K3) ^2 = K� _ K2 = K3 = 0.000 0.000 1.000 1.000 www.struware.com ESCARPMENT 2D RIDGE or 3D AXISYMMETRICAL HILL Dash Door & Closer Service, Inc. JOB TITLE Pinch -A -Penny - Wind 7801 NW 29th Street 9701 Biscayne Blvd. Miami, FL 33122 JOB NO. SHEET NO. P: 305.477.1164 CALCULATED BY SVS DATE F: 305.477.2502 CHECKED BY DATE V. Wind Loads - Components & Cladding: Buildings h560' & Alternate design 60' <h <90' Kz = Kh (case 1) = 0.91 GCpi = +1 -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 49.7 psf a = 7.4 ft 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter = 0.0 ft Roof Roof Angle = 0.0 deg Type of roof = Monoslope Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 1 &2 Overhang Zone Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 GCp +/- GC . i Surface Pressure (psf) 10sf 50sf 100sf 10sf -1.18 -1.98 -2.98 0.48 Us 100 sf 23.9 psf -1.7� - .63 -1.60 -84.5 psf -1.40 -0.80 -139.2 psf -89.1 psf 20.4 psf -81.1 psf -69.7 psf -63.6 psf -63.6 psf 18.9 psf -79.6 psf 49.8 psf -57.2 psf -88.0 psf -122.7 psf 22.4 psf -83.0 psf -109.3 psf 70 sf -54.5 psf -69.0 psf -76.7 psf 19.7 psf -803 psf -55,2 psf GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 15 sf 40 sf -1.17 -1.01 -0.90 -58.2 psf -50.3 psf -44.8 psf -56.8 • -53.4 psf -1.44 -1.12 -0.90 -71.6 psf -55.8 psf -44.8 psf -68.8 psf -62.1 psf 1.08 0.92 0.81 53.7 psf 45.8 psf 40.3 psf ps 48.9 psf Note: GCp reduced by 10% due to roof angle <= 0 deg. qp = 50.2 psf CASE A = pressure towards building CASE B = pressure away from building Rooftop Structures & Equipment Dist from mean roof height to centroid of Af Height of equipment (he) = Cross - Section Square Directionality (Kd) 0.90 Width (D) 10.0 ft Type of Surface N/A 0.0 ft 0.0 ft Solid Parapet Pressure 10 sf 100 sf r ^ a;,,�j °" CASE A :Interior zone Corner zone.,_ 0 0 • ,�,:Vr. •s i�. r . 0.0 •s 0.0 ps 0.0 s CASE B , «E' ..i., 0.0 ps 0.0.s O.Op 0.0 ps O.Ops 0.0's Gust Effect Factor (0) = Base pressure (qz) _ 0.85 49.7 Kd psf h/D = 0.00 Square (wind along diagonal) Square (wind normal to face) Cf = 1.00 Cr = 1.30 Af = 10.0 sf Af = 10.0 sf Adjustment Factor (Adj) = 1.90 Adjustment Factor (Adj) = 1.900 F = qz G Cf Af Adj= 72.3 Af F = qz G Cr Air Adj= 94.0 Af F = 723 lbs F = 940 lbs Dash Door & Closer Service, Inc. JOB TITLE Pinch -A -Penny - Wind 7801 NW 29th Street 9701 Biscayne Blvd. Miami, FL 33122 JOB NO. SHEET NO. P: 305.477.1164 CALCULATED BY SVS DATE F: 305.477.2502 CHECKED BY DATE r C> 01 C 0 10 0 5 7 degrees and Monoslope 5 3 degrees Location of Wind Pressure Zones ar 0 ► Monoslope roofs 10° < 0 5 30° a Monoslope roofs 3 ° <0510° as a 0 > 7 degrees ar 0 > 7 degrees Pinch -A -Penny - 9071 Biscayne Blvd. AUTOMATIC DOOR - NOA ANALYSIS: Reference: NOA 11- 1115.07 Provided: Nabco System, GT1175 Single Slider — Full Open Provided: Glass Type (per sheet 3 of 9 of NOA) 3/16" TEMP Glass + 1/8" Saflex interlayer + 3/16" TEMP Glass Unsupported Glass Lite Size = 42 -3/4" X 70 -1/2" MAXIMUM ALLOWABLE by NOA (supported on 4 sides) OK — Standard manufacturer 8' package being provided (Glass Max DLO's not exceeded. Automatic Door Load Capacity: Reference: NOA 11- 1115.07 (sheet 1 of 9) Use +60psf / -70 psf allowable load for Automatic Door > +52.3 / -68.8 psf OK Conservatively used Corner Zone 5 wind Toads even though the large majority of this door falls under lesser loads on Wall Zone 4. Dash Door & Closer Service, Inc. Pinch -A -Penny - 9071 Biscayne Blvd. STOREFRONT - NOA ANALYSIS: Reference: NOA 11- 0720.09 Provided: "MG5000" Aluminum Window Wall System — Large Missile Impact as manufactured by Mr. Glass Doors & Windows, Inc. Provided: Glass Type "A" (per sheet 2 of 8 of NOA) 1/4" HS Glass + 0.09" Dupont interlayer + 114" HS Glass SIDELITE Sidelite Glass Load Capacity: Reference: NOA 11- 0720.09 (sheet 2 of 12) DLO width = 40" DLO height = 108" Use +/- 80-psf allowable glass load — GLASS TYPE "A ". Sidelite Jamb Load Capacity — "J1 (unreinforced without intermediate horizontals): Reference: NOA 11- 0720.09 (sheet 3 of 12) Width = 40/2 = 20" (conservative as jambs are attached to wall — do not actually span as mullions) Height= 108" (conservative as jambs are attached to wall & steel post — do not actually span as mullions) Use +/ -112.4 psf allowable mullion Toad. Sidelite Anchor Load Capacity: Reference: NOA 11- 0720.09 (sheet 6 of 12) Width = 40" Height = 108" Anchor Type "A3" (To Concrete) Use +1- 93 psf allowable anchor load Dash Door & Closer Service, Inc. 679 Pinch -A -Penny - 9071 Biscayne Blvd. Reference: NOA 11- 0720.09 (sheet 6 of 12) Width = 40" Height = 108" Anchor Type "D2" (To Steel) Use +/- 81.5 psf allowable anchor Toad TRANSOM Transom Glass Load Capacity: Reference: NOA 11- 0720.09 (sheet 2 of 12) DLO width = 12" DLO height = 96" Use +/- 80 psf allowable glass load - GLASS TYPE "A ". Transom Jamb Load Capacity — "J1" (unreinforced without intermediate horizontals): Reference: NOA 11- 0720.09 (sheet 3 of 12) Width = 12/2 = 6" (conservative as jambs are attached to wall -- do not actually span as mullions) Height= 96" (conservative as jambs are attached to wall & steel post — do not actually span as mullions) Use +/ -130.0 psf allowable mullion Toad. Transom Anchor Load Capacity: Reference: NOA 11- 0720.09 (sheet 6 of 12) Width = 12" Height = 96" Anchor Tvpe "A2" (To Concrete) Use +/- 87.6 psf allowable anchor load Reference: NOA 11- 0720.09 (sheet 6 of 12) Width = 12" Height = 96" Anchor Type "D2" (To Steel) Use +/ -128,4 psf allowable anchor Toad Dash Door & Closer Service, Inc. Pinch -A -Penny - 9071 Biscayne Blvd. Summary: Use + / -80 psf allowable wind bad for Storefront > +52.3 / - 68.8 psf OK (Glass Governs design) Dash Door & Closer Service, Inc. odA'5 VA (i.1 )(31110+[(,V-111101 ilis0647,1) Ike" ANCHOR SPACING 12' MAX. 2 SPC. e3' EXIST. CIP WALL TS 6X4XA CTYP.) Pelt: Ltd- : teed = ®(gpsf yowl& SEE NOTE ON DET. 1 -0306 - NEW CIP TIE - COLUMN MUST BE PROVIDED FOR CONNECTION OF STEEL PLATES AT EACH END :RVICE m !X EXTERIOR ELEVATION /PLAN AUTOMATIC DOOR NOA #: 11- 1115.07 STOREFRONT NOA #: 11- 0720.09 NOTE& 1) DOOR FINISH' CLEAR ALUM. 2) GLASS CRE' CLEAR 3) SEE STOREFRONT AND AUTOMATIC DOOR NM DOCUMENTS FOR ANCHOR SPACING AS SHOWN 4) ALL ANCHORS FOR AUTOMATIC DOOR L. CIP r y SHA�aBE I LE, ROWS PER NOA S ✓r:;a & w o � e Ce C rqza,slg #q si O ° 8/ a 1 = O• .00 r 04I3� Pr (use_ re-4.0-% 2,0 : l ,,�� D1oS�t r 1►)C. a 7 /cosiooli �j) tD'ai'seh'd- �Q^ Dash Door end closer service Inc. PINCH -A-PENNY @ 9071 BISCAYNE BLVD. ELEVATION 04/20112 NONE DD01 kddrme 7801 NW 29th Street, Waal. Florida 33142 Tab:pAorn. WS) 477 -1194 Fag (30S) 477 -2602 • STDREFR® CJANB& - i' SHIM ©ki /; �J 71i0 fir; Yr 4') S• -.. 4' �� n___� 1r S Iliwank a .. 7 I TOMATIC GLAZING I EA CIRICAL DEER AUTOMATIC II;;IF DDDR 3LAZING - 3,? i. :a I . a a �� 5 PCS Ltd- : teed = ®(gpsf yowl& SEE NOTE ON DET. 1 -0306 - NEW CIP TIE - COLUMN MUST BE PROVIDED FOR CONNECTION OF STEEL PLATES AT EACH END :RVICE m !X EXTERIOR ELEVATION /PLAN AUTOMATIC DOOR NOA #: 11- 1115.07 STOREFRONT NOA #: 11- 0720.09 NOTE& 1) DOOR FINISH' CLEAR ALUM. 2) GLASS CRE' CLEAR 3) SEE STOREFRONT AND AUTOMATIC DOOR NM DOCUMENTS FOR ANCHOR SPACING AS SHOWN 4) ALL ANCHORS FOR AUTOMATIC DOOR L. CIP r y SHA�aBE I LE, ROWS PER NOA S ✓r:;a & w o � e Ce C rqza,slg #q si O ° 8/ a 1 = O• .00 r 04I3� Pr (use_ re-4.0-% 2,0 : l ,,�� D1oS�t r 1►)C. a 7 /cosiooli �j) tD'ai'seh'd- �Q^ Dash Door end closer service Inc. PINCH -A-PENNY @ 9071 BISCAYNE BLVD. ELEVATION 04/20112 NONE DD01 kddrme 7801 NW 29th Street, Waal. Florida 33142 Tab:pAorn. WS) 477 -1194 Fag (30S) 477 -2602 • Dash Door and closer service inc. Protect Nama. Pro lect Number: Drawing Name: Dates Scale: Sheet No:, Address: 75.01 NW 29th Street, Mialtti, Florida 33122 Telephone:. (305) 477 -1164 Fax (305) 477 -2502 www.daehdoor.com C.„ 1 1 i I _Ct. 50,6 , ----; ,•---7.-tit)--• '...t - -•-••••- T , -1 i i , 4 1 -1-- 1 .... O_ 1 1 • •, iy 70? i , I - -, , t , i I i . t t 411." I , I , ei<yx I I . . i ! t 5 I t • Dash Door and closer service inc. 0-070eneo Pagect Name: Protect Numeer Drawing Name Date: Scale: Sheet Nat, A,e, -A--At oYhah 15 Address: 7801 NW 29th Street, Miomi, Florida 33122 Telephone: (305) 477-1164 Fax (305) 477-2502 www.doshdoor,com 42' FIELD VERIFY o. 37I` CL CIP BEAM / STEEL TUBE Dash Door & Closer Service, Inc. 7801 Northwest 29th Street Doral FL, 33122 6favla EXISTING 13.5' WIDE CIP COLUMN E70XX FACE OF CIP COL, PL 8'X'X0` -6' STEEL TUBE POST —SEE ELEVATION (2) ' DIAM, ANKR —TITE CCA WEDGE ANCHORS WITH 2' EMBEDMENT (3k ANCHOR LENGTHT DETAIL SCALES NONE ,.ivy, r Oa:J/1 G (S1 &k.i CA6 d- ©r 5P cl REMOVE CONCRETE AS REQUIRED TO CREATE FLUSH PLATE CONDITION (SIM TO DET, B —B THIS SHEET) Ca - 3 /t ✓ 5.6( 4 = U 1 Y.x`lo) = S�k 0,50 S - � 3,75 -- 1%11 'n 'r,o)li1e- 41r 6 `/ 7 " ----' V4I17 , 78'k = 3 a0°fi'' Y ,, t _ ` / e4se- ,4 C4 Ia" m gedoltn}' g02 i� r / o 4A C Ic ( 04)4n . i`nCSC4)c. ihiff a 441 es) (0,74'4410- /,5-4c5) een.) 4, 17 Ve. ag = 1, a s foY al K. :TEEL TUBE POST -SEE ELEVATION 140/4,4% d k5 IT H) BASE PL + NS GROUT CL CIP BEAM / STEEL TUBE Dash Door & Closer Service, Inc. 7801 Northwest 29th Str :t Doral FL, 33122 /do /) a 32 MIN. (FIELD VERIFY) DETAIL A —A BASE PL - 6'Xh "X0' -8' - STEEL TUBE POST -SEE ELEVATION (2) ' DIAM. ANKR -TITE CCA WEDGE ANCHORS WITH 2i' EMBEDMENT (3' ANCHOR LENGTHT E70XX E7OXX 54 me_ ek5 / ✓e l.:1 1 - exee/91- 164 IS 4e re are. "/CA J 0 cjer' 5-4b°' ( redo' 4 ?cAcr 5 /4e; IAAg Ok. ;e75/elf''brN • . 4k- CL CIP BEAM / STEEL TUBE Dash Door & Closer Service, Inc, 7801 Northwest 29th Street Doral FL, 33122 D`ilaoll a STEEL TUBE GIRT -SEE ELEVATION STEEL TUBE POST -SEE ELEVATION DETAIL SCALES NONE i /d kic1 d_5 ,/ w4/4m 3 _ 5.6s)xl" �%" a�u,G �• a y �v� 1/fiaXp4; 4 a()lot. V o,S-nt2 Y L *-6.)2 )3' • 17 ZOG)2- J!rove .Saledr 442 .Eeee?1tr.-ci (e$%1Anle, fGr e S /64J' "j REMOVE CONCRETE S REQUIRED TO CREATE FLUSH CONDITION AS SHOWN STEEL TUBE POST -SEE ELEVATION Cam- 33/c( 1/ 6cr 7144 Vary :1r1'` She O5O V 3• 5raP van = 1 .0(0 t CL CIP BEAM / STEEL TUBE • • j DETAIIr B -B Dash Door & Closer Service, Inc. 7801 Northwest 29th Street Doral FL, 33122 BASE PL 6'X'X0' -8' STEEL TUBE POST -SEE ELEVATION (2) ' DIAM. ANKR -TITE CCA WEDGE ANCHORS WITH 2h' EMBEDMENT (3h' ANCHOR LENGTHT E70XX E70XX DETAIL a SCALE NONE n1 /, r iJrs4`34 G'E`C V;t0' C1 "A 6r)(i.0t0t) o?, fd 1/0/" r 4 k T� .41e�5c � " (3Y4 ",¢„4d• L6IA) yak (4tA) ind (NUessc jlkc7) - (936. <I• 0 G Page 3 of 5 TABLE 1— ALLOWABLE LOADS FOR WEJ -IT°' WEDGE ANCHORS INSTALLED IN 2,000 psi STONE - AGGREGATE CONCRETE1�3 ANCHOR MINIMUM ANCHOR CRITICAL EDGE CRITICAL ANCHOR TENSIONS SHEAR DIAMETER, d (inch) EMBEDMENT, h,. (Inches) DISTANCE, c,, (Inches) SPACING, s„ (Inches) (pounds) (pounds) 1/4 1' /s 2 6 140 305 SIi2 1114 23/18 61/2 165 305 318 11/4 21/48 6112 125 305 1/2 13/4 31/18 ., 91/4 195 750 For SI: 1 inch = 25.4 mm,1 ibf = 4.45 N, 1 psi = 6.89 kPa. 'The tabulated values are for anchors installed at the specified spacing (s4) and edge (c3,) distances. 2The tabulated values are for anchors installed in concrete having the designated ultimate compressive strength, or higher, at the time of Installation. 3The W ej -it anchor illustrated: 4The embedment depth (h,,) is the distance from the concrete surface to the installed end of the anchor after the anchor is sat. The tension values are applicable when the anchors are installed without special inspection as set forth in Section 2.6 of this report. When the anchors are installed with special inspection as set forth in Section 2.5 of this report, the tabulated values may be increased by 100 percent. TABLE 2— ALLOWABLE LOADS FOR ANKR=TITE9 WEDGE ANCHORS INSTALLED -IN STONE- AGGREGATE CONCRETE1.2"3'7 - ANCHOR DIAMETER (inch) MINIMUM EMBEDMENT DEPTH, h° (inches}' CRITICAL EDGE SPACING, c= (Inches) CRITICAL ANCHOR SPACING, sd. (inches) CONCRETE STRENGTH, f c 2,000 psi 3,000 psi 4,00D psi Tension (pounds) With Without Special Special Inspec- lnspec- -tiOpB Oon° Shear (pounds) Tension pounds) With Without Special Special Inspec- inspec- tion° Lion° Shear (pounds) Tension (pounds) With Spacial Inspec- tion° Without Special inspec- tion° Shear (pounds) 317 B 3/x 3 14 2S /e 47-4) 71/2 9714 675 290 685 590 295 1,046 520 1,370 1,090 540 695 1,400 600 300 700 1,125 560 1,420 2,650 825 2,085 1,765 686 2,260 1,890 945 2,440 33/4 5s/S 1111, 2,145 1,075 3,390 2,190 1,095 3,650 2,190 1,095 3,650 For 51: 1 inch = 25.4 mm, 1 ibf = 4.45 N, 1 psi = 6.89 kPa. 1The tabulated values are for anchors installed at the specified spacing (so) and edge (c,,.) distances. Spacing distances may be reduced to 0.5 sR provided the tension and shear values are reduced by 40 percent. Edge distance may be reduced to 0.5 c„ provided the tension values are reduced by 40 percent and the shear values are reduced by 50 percent. linear interpolation may be used for intermediate spacings. 2The tabulated values are for anchors installed in concrete having the designated ultimate compressive strength at the time of Installation. 3The allowable tension and sheer loads for the carbon steal ANKR TITS wedge anchors are permitted to be increased by 33 percent for anchors resisting wind or seismic loads. 4The embedment depth (h) Is the distance from the concrete surface to the Installed end of the anchor after the anchor is set. 1The tension values are applicable when the anchors are installed with special inspection as set forth in Section 2.6 2The tension values are applicable when the anchors are Installed without special Inspection as addressed in Section 2.5. 'For carbon steel, 3/8 and 1/2-inch-diameter ANKR -TITE wedge anchors, the tabulated tension and shear values may be increased by 10 percent. 2The ANKR -TITE wedge anchor illustrated: 104i!il9 MION IIII(il(IIi1111illiIIiIIDi i� , A I, vI 1111 oi,nuom, EXIST. CIP COLUMN 3' -4' 11' -8>#' 8' -0 ANCHOR SPACING 12' MAX. TS 6X4Xa (TYP,) EXISTING CIP COLUMN ZRVICE CLJ EXIST. SLAB TS 6X4Xa (TYP.) EXTERIOR VIEW X. CLR. DOOR OPENING EXIST, CIP WALL ACCESS COVER (INTERIOR) SIDE EXTERIOR ELEVATION /PLAN AUTOMATIC DOOR NOA #: 11- 1115.07 STOREFRONT NOA #: 11- 0720.09 NOTES. 1) DOOR FINISH. CLEAR ALUM. 2) GLASS COLOR! CLEAR 3> SEE STOREFRONT AND AUTOMATIC DOOR NOA DOCUMENTS FOR ANCHOR SPACING AS SHOWN 4) ALL ANCHORS FOR AUTOMATIC DOOR SHALL BE DOUBLE ROWS PER NOA, q7 Dash Door and closer service inc. Protect Name: Project Number. Drawing Name: Date: Scale: SSK Number: PINCH -A -PENNY @ 9071 BISCAYNE BLVD. Address: 7801 NW 29th Street, Miami. Florida 33122 Telethon: (305) 477 -1164 Fax: (303) 477 -2502 www.daatdoar.cam ELEVATION 04/20/12 NONE DD01 DOOR ALLOWABLE DESIGNED PRESSURES +60, —70 PSF LARGE MISSILE IMPACT (SEE NOA 11- 1115.07) AUTOMATIC DOOR ANCHOR TYPES ANCHOR TYPES' STOREFRONT ALLOWABLE DESIGNED PRESSURES +/— 90 PSF (GLASS CAPACITY GOVERNS) LARGE MISSILE IMPACT (SEE NOA 11- 0720.09) A- 1/4' ITW TAPCON BY BUILDEX WITH 1 3/4' MIN. EMBEDMENT INT❑ 3192 psi CONCRETE D- 1/4 -14 ZINC TEK SCREW BY BR❑WARD BOLT INTO 1/8' MIN. A36 STEEL ANCHOR TYPES' LOCATION A- 1/4' ITW TAPCON BY BUILDEX WITH 1 3/4' MIN. EMBEDMENT INT❑ 3192 psi CONCRETE D- 1/4 -14 ZINC TEK SCREW BY BR❑WARD BOLT INTO 1/8' MIN. A36 STEEL JAMB / SILL HEADER /JAMB /SILL ANCHOR NOTES' 1- SEE ELEVATION AND NOA FOR ANCHOR SPACING AND QUANTITY. 2- USE 2 1/2' MINIMUM EDGE DISTANCE FOR ANCHORS INTO CONCRETE 3- USE 3/4' MINIMUM -EDGE DISTANCE FOR ANCHOR INTO METAL 4- MINIMUM EMBEDMENT IS BEYOND WALL DRESSING. STOREFRONT ANCHOR TYPES ANCHOR TYPES' LOCATION A- 1/4' ULTRAC ❑N BY ELCOXMITH 1 -1/4' MIN. EMBEDMENT INT❑ MSY OR CONCRETE (WITH DR WIRHOUT 1X WOOD BUCKS) D- #14 SMS DR 1/4' SELF_ DRILLING SCREW (SS) INTD 12 GA. MIN A36 STEEL- MSY OR CONCRETE INT❑ METAL STRUCTURE ANCHOR NOTES' 1- SEE ELEVATION AND NOA FOR ANCHOR SPACING AND QUANTITY. 2- USE 2 -1/2' MINIMUM EDGE DISTANCE FOR ANCHORS INTO CONCRETE & MSY 3- USE 1/2' MINIMUM EDGE DISTANCE FOR ANCHOR INT❑ METAL 4- MINIMUM EMBEDMENT IS BEYOND WALL DRESSING. rce46.47138' �y /a.dCJ Dash Door and closer service inc. Protect Name: Project Number Drawing Name: Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. NOTES / FASTENER SCHEDULE 04/20/12 NONE DD02 Address: 7801 NW 29th Street, Miami, Florida 33122 Telephones (305) 477 -1164 Fox: (305) 477 -2502 www.dashdoor.com INTERI ❑R FRAME WIDTH L3/4 3/16 2 1/8 TYP 1/2 TYP SLIDING DOOR .a. SIDELITE EXTERI ❑R 3 DOOR OPENING AUTOMATIC DOOR - HORIZONTAL SECTION DOOR OPENING FULL BREAKOUT OPENING FRAME WIDTH SLIDING DOOR SIDELITE 42' 88' 8' -0' 47 1/4' 47 5/16' NOTES! 1. POWER TO HEADER WILL BE 115VAC, 5 AMP PER OPERATOR PROVIDED BY ELECTRICAL CONTRACTOR. 2, THRESHOLD THROUGH DOOR OPENING (AS SHOWN WITH DASHED LINES) IS OPTIONAL. 3. MASONRY OPENING EQUALS FRAME WIDTH +1/2' AND FRAME HEIGHT + 1/4'. a N �Dtflaa1,0 Dash Door and closer service inc. Protect Name: Project Number: Drawing Name: Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. AUTOMATIC DOOR - HORIZONTAL SECTION 04/20/12 NONE DD03 Address 7801 NW 29th Street, Mioml, Florida 33122 Telephone: (305) 477 -1164 FOX (305) 477 -2502 www.dashdoor.com D W 1- Z 1HOI3H 314'9%J 2/1 16 SHIM 2/I L 'b8 1 -3/4' SHIM 1H9I3H 9NIN3d0 J000 E8 L III IIIIIIII 111 IIIIIIIIIIIII STOREFRONT SYSTEM 2/1 9 dill 2/1 ti ALUM BREAK 0 H tY F— X W F—ZWJ W'-'WD UA�V1 Z D W 0 I— _ A LJ O_ rx LL D Q O�WA W cy A V) Q A D J dQ J D W Z U LAX /10f-(01933' ciPoi Dash Door and closer service inc. Pro tect Name: Project Number: Drawing Name: Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. SECTION 04/20/12 NONE DD04 Address: 7801 NW 29th Street, Worn!, Florida 33122 Telephone: (305) 477 -1184 Fax (305) 477 -2502 www.daehdoor.com CZ 1- z 1-4 •■• •4a . • A . 4 . .A. 4 4 • A 4 • STOREFRONT SYSTEM W1DE- I—ZL1JJ Lt.I 1-1 LA 0 CZCeXI M V) Z DLaJ 0 1— IX L) ZI- QD cL 0 IS o -J os A VJLJJLiJ ce -1 U A 1- '-4 < _J CZ < V) Fel < Lij Z 0 V) X 14.1 • .4 .1: • * • • . • . . . A •ti •51 VERTICAL SECTION Dash Door and closer service inc. Project Name: Protect Number: Drawing Name: Date: Scale: SSK Number: PINCH-A-PENNY @ 9071 BISCAYNE BLVD. Address: 7801 NW 29th Street, htiorni, Florida 33122 Telephone: (305) 477-1164 Fax (305) 477-2502 www.dashdoor.com SECTION 04/20/12 NONE DDO4B INSIDE OUTSIDE 1/8- 3/4x3/4 ALUMINUM REINFORCEMENT ANGLE GLASS STOP RAIL #10 -24X1 PFH SCREW THREAD FORMING AT 6'DC 2' FROM ENDS #10 -24X2' PFH SCREW THREAD FORMING AT 12°OC AND 3' ❑C NEAR THE CORNERS 0 1 DOW 995 SILICONE TYPICAL GLAZING DETAIL - AUTOMATIC DOOR OUTSIDE COLOR. CLEAR 3/16' TEMPERED GLASS 1/8' SOLUTIA SAFLEX IIIG PVB INTERLAYER 3/16' TEMPERED GLASS INSIDE OUTSIDE 1/8- 3/4x3/4 ALUMINUM REINFORCEMENT ANGLE GLASS STOP RAIL #10 -24X1 PFH SCREW THREAD FORMING AT 6'DC 2' FROM ENDS #10 -24X2' PFH SCREW THREAD FORMING AT 12°OC AND 3' ❑C NEAR THE CORNERS 0 1 DOW 995 SILICONE TYPICAL GLAZING DETAIL - AUTOMATIC DOOR OUTSIDE INSIDE TYPICAL GLAZING DETAIL - STOREFRONT ALL DOOR AND STOREFRONT GLAZING COMPLIES WITH 2007 FLORIDA BUILDING CODE SECTION 2411.4.3 leg Dash Door and closer service inc. Pro ject Name: Pro tect Number Drawing Name:, Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. GLAZING DETAILS 04/20/12 NONE DD05 Address: 7801 NW 29th Street, Miami, Florida 33122 Telephone: (305) 477 -1164 Fax (305) 477 -2502 www.dashdoor.com 1/4' HS GLASS C ❑LORI CLEAR -0,09' PVB INTERLAYER BUTACITE BY DUPONT 1/4' HS GLASS INSIDE TYPICAL GLAZING DETAIL - STOREFRONT ALL DOOR AND STOREFRONT GLAZING COMPLIES WITH 2007 FLORIDA BUILDING CODE SECTION 2411.4.3 leg Dash Door and closer service inc. Pro ject Name: Pro tect Number Drawing Name:, Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. GLAZING DETAILS 04/20/12 NONE DD05 Address: 7801 NW 29th Street, Miami, Florida 33122 Telephone: (305) 477 -1164 Fax (305) 477 -2502 www.dashdoor.com 4' FIELD VERIFY CL CIP BEAM / STEEL TUBE STEEL TUBE POST —SEE ELEVATION EXISTING 13.5' WIDE CIP COLUMN DETAIL SCALE' NONE E70XX FACE OF CIP COL. PL 8'X'XO' -6' STEEL TUBE POST —SEE ELEVATION (2) is DIAM, ANKR —TITE CCA WEDGE ANCHORS WITH 2' EMBEDMENT (3' ANCHOR LENGTH E70XX REMOVE CONCRETE AS REQUIRED TO CREATE FLUSH PLATE CONDITION, (SIM TO DET, B —B THIS SHEET) BASE PL + NS GROUT CL CIP BEAM / STEEL TUBE .�Ouualll U I— W Q = d to LI» (Lj W P1 J U —J Z z 3' MIN. (FIELD VERIFY) DETAIL A —A REMOVE CONCRETE AS REQUIRED TO CREATE FLUSH CONDITION AS SHOWN STEEL TUBE POST —SEE ELEVATION E70XX BASE PL 6'Xb'XO' -8' STEEL TUBE POST —SEE ELEVATION (2) ' DIAM. ANKR —TITE CCA WEDGE ANCHORS WITH 2' EMBEDMENT (3' ANCHOR LENGTH E70XX DETAIL SCALE' NONE CL CIP BEAM / STEEL TUBE DETAIL B —B E70XX BASE PL 6')('XO' -8' STEEL TUBE POST —SEE ELEVATION (2) ' DIAM, ANKR —TITE CCA WEDGE ANCHORS WITH 2' EMBEDMENT (3' ANCHOR LENGTH E70XX DETAIL a SCALE' NONE CUT EXCESS BOLT FROM TOP OF ANKR —TITE NUT SUCH THAT NUT ONLY PROTRUDES FROM CONCRETE BEAM /PLATE Dash Door and closer service inc. Pro ject Name: Project Number. Drawing Name:, Date: Scale: SSK Number. PINCH -A -PENNY @ 9071 BISCAYNE BLVD. Address: 7801 NW 29th Street, Miami, Florida 33122 Telephone: (305) 477 -1164 Fax: (305) 477 -2502 www.dashdoor.com DETAILS 04/20/12 NONE DD06 ( 4) CL CIP BEAM / STEEL TUBE STEEL TUBE GIRT —SEE ELEVATION STEEL TUBE POST —SEE ELEVATION DETAIL SCALD NONE .14 7/ /074t(p70" iy0 c?tS)) oZ Dash Door and closer service inc. Pro eiAl■ne: Project Number: Drawing Name: Date: Scale: SSK Number PINCH-A-PENNY @ 9071 BISCAYNE BLVD. DETAILS 04/20/12 NONE DD07 Address: 7801 NW 29th Street, Wahl, Florida 33122 Telephone (305) 477-1164 Fax (305) 477-2502 www.dashdoor.com BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Mr. Glass Doors & Windows, Inc. 7440 NW 66ei Street Miami, 1'L 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform hi the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. • BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code; This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MG5000" Aluminum Window Wall System - L. M. L APPROVAL DOCUMENT: Drawing No. W11 -39, titled "Series MG5000 Alum. Window Wall System (L.M.I.)' , sheets 1 through 12 of 12, dated 07/15/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label. with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade.govtbuildinal NOA No. 11- 0720.09 Expiration Date: April 03, 2013 Approval Date: September 15, 2011 Page 1 Mr. Glass Doors & Windows, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -39, titled "Series MG5000 Alum Window Wall System (L.M.I.)" Sheets 1 through 12 of 12, dated 07/15/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading-per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA # 08- 0204.06) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC 2007, prepared by Al- Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, P. E. 2. Glazing complies with ASTM E1300 -04. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ID Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB, Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated September 02, 2008, signed and sealed by Humayoun Farooq, P. E. 2. Statement letter of financial interest, dated September 02, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Private label agreement dated 07/19/11. G. OTHERS 1. None. E -1 .1140 A ,,, ...._,_ ,..„,„„,,,.... Man 1 el Per Product Control E:M i er NOA No. 11- 0720.09 Expiration Date: April 03, 2013 Approval Date: September 15, 2011 sheet 1 of 12) 8 z� gN 4° MAX. HEAD /SILL CORNERS 3 1 D.L. GPO. SEE SHEET 2 D.L. OPG. SEE SHEET 2 O L. OPG SEE SHEET 2 M 0 = � w= NM � MI a LZX I L 1 IT I 1 1 II 11 I �I 1t I, LL -Li1L / // / \ \\ SEE %AR.\GLASS. L.MJ D00R\NOA FOR DOOR RAKING & DETAILS. \ \ �� 0j 7/ ,/. of F / ,/, ..// ���� rM _ WW rte r� 4° MAX HEAD /SILL CORNERS ANCHORS TYPE A. B, C OR D 1 2, 3 OR 4 AT EACH JAMB - -• SEE SHEET 6. SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND its TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOWED 10 SIEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. \'' MAX. MUWON SPACING SEE SHEET 3 & 4 ANCHORS TYPE A, B, C OR D •I 2, 3 OR 4 AT EACH SIDE OF MULLION --4' SEE SHEET 6 TYPICAL_ELEVATIOK INSTRUCTIONS: USE CHARTS AS FOLLOWS. t DOOR MULLION ANCHORS SEE SHEETS 6 & 7 STEP 2 STEP 3 STEP 4 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCRY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A OMEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEETS 8 & 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM Slw' 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. Z P ELL OPG. SEE CHART SHEET 2 N ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LIIES MAT BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT drawing no. W11-39 sheet 2 of12) GLASS LOAD CAPACITY - PSF NOMINAL DAIS. GLASS TYPE 'A' MASS TYPE 'B' D.LO. WIDTH 0.LO. HEIGHT EXT.(+)/INL(-) EXE.( +)/WT.( -) 28° 80.0 138.0 32" 800 130.0 . 38° 80.0 1300 40° 80.0 130.0 44 -1/4° 84 -1/2" 800 130.0 48° 80.0 1300 52° 80.0 130.0 88 -1/4° 80.0 130.0 28° 80.0.. 1300 32" 80.0 130.0. 38° 80.0 130.0 40" 90 -1/2° 80.0 130.0 44 -1/4° 80.0 130.0 48 " 80.0 130.0 52° 80.0 130.0 28° • 80.0 130.0 32" 80.0 130.0 38° 80.0 130.0 40° 98 -1/2° 80.0 130.0 44 -1/4" - 80.0 130.0 48° 80.0 130.0 52° 80.0 127.2 28" 800 130.0 32° 80.0 130.0 38° 102 -1/2° 810 130.0 80.0 130.0 40" 44 -1/4" 80.0 130.0 48" 80.0 128.9 28° 80.0 130.0 32° 80.0 130.0 38° 108 -1/2" 80.0 130.0 40° 80.0 1300 44 -1/4° 80.0 130.0 28° 80.0 130.0 32° 80.0 1300 38° 114 -1/2° 80.0 1300 40" 80.0 13); 44 -1/4° 80.0. 1300 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). ALTERNATE BUTTON BUMPER IN UEU OF VINYL SPACER C) SILICONE DOW CORNING 982 DOW CORNING 795 1/4° HEAT SREN'D GLASS .090° OUERIAYER BUTACITE PVB BY ' DUPONT' SUJCONE DOW CORNING 795 1/4" HEAT S1REN'D GLASS .090° INIERIAYER SENTR/GLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GLASS 1/4" HEAT SIREN'D GLASS m 10 GLASS TYPE 'A' GLAZING OPTIONS GLASS GLASS TYPE 'B' d .rig li 0 ALTERNATE BUTTON BUMPER IN UEU OF VINYL SPACER C) SILICONE DOW CORNING 982 DOW CORNING 795 1/4° HEAT SREN'D GLASS .090° OUERIAYER BUTACITE PVB BY ' DUPONT' SUJCONE DOW CORNING 795 1/4" HEAT S1REN'D GLASS .090° INIERIAYER SENTR/GLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GLASS 1/4" HEAT SIREN'D GLASS m 10 GLASS TYPE 'A' GLAZING OPTIONS GLASS GLASS TYPE 'B' MULLION LOAD CAPACITY - PEW MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB '31' JAMB '31' JAMB 'Jr JAMB 'Jr JAMB '38' MULL '131' MOLL 192' MUL7. 113' MULL 'M4, WIDTH (11) FRAME HEIGHT EXT ( +) INT. ( -) EXT. ( +) INI.. ( -) EXr. (+) TNT. () Ida. (+) IN7. ( -) 30' 130.0 130.0 130.0 130.0 38" 130.0 130.0 130.0 130.0 42° 88 -1/2° 130.0 130.0 130.0 130.0 48' 130.0 130.0 130.0 130.0 54" 130.0 130.0 130.0 .130.0 60" 130.0 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42° „ 130.0 130.0 130.0 130.0 48" 130.0 130.0 130.0 130.0 54" 121.7 130.0 130.0 130.0 50' 113.7 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 35" 130.0 130.0 130.0 130.0 42` 98" 119.9 130.0 130.0 130.0 48` 107.5 130.0 130.0 130.0 54' 98.4 130.0 127.9 130.0 80' 91.5 130.0 118.4 130.0 30" 130.0 130.0 130.0 130.0 38" 128.4 1300 130.0. 130.0 42' 98 -1/2° 110.5. 130.0 130.0 130.0 48° 99.0 130.0 130.0 130.0 84" 90. 130.0 120.8 130.0 58' 889 130.0 114.4 130.0 30' 130.0 130.0 130.0 130.0 30 ° 113.4 130.0 130.0. 130.0 42° 102„ 98.0 130.0 130.0 130.0 40" 88.8 130.0 123.2 1311.0 04" 80.7 129.9 111.8 130.0 88' 78.8 128.4. 108.7. 129.9 30° 112.4. 130.0 130.0 130.0 38' 95.0 130.0 130.0 130.0 108" 829 130.0 122.5 130.0 or 739 .' 118.8 1089 130. 53' 08.1 109.8. 100.2 119.7 30" 104.8 130.0 130.0 130.0 38' 88. 130,0 130.0 130.0 42" 110-1/2" 77.1 1239 118.8 130.0 48° 68.7 110. 103.7 124.0 52° .84.3 103.4. 98.9 115.0 30' 95.3 130.0 130.0 1 30.0 38' 80.4 129.3 128.1 130.0 42' 114° 89.9 112.5 109.4 130.0 48° 52.3 .100.1 97.1 116.0 50" 80.1 98.7 93.7 112. 39" 81.5 130.0 130.0 130.0 38' 120° 68.8 110.4 113.5 130.0 42° . 59.6 959 98.3 117.5 48' 53.0 85.2 . 87.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. BNANIBFOEED JAMS OPTIONS MOLL OPTIONS WIDTH (W) = WI AT FRAME JAMS WIDTH (W) W1 + W2 AT FRAME MUWON 2 JAMB 'Jr JAMB 'Jr JAMB 'J3' MULLION 'M1' MILLION 'M8' MULLION '113' MULLION '114' MULLIONS u M drawing no. W11 -39 (sheet 3 of 12) MULLION LOAD CAPACITY - PSS MULLIONS WITH INTERMEDIATE HORIZONTALS INTERMEDIATE HORIZONTALS f 1' {� `11M i ��YY $ NOMINAL .0IMB. IAMB 'I1' IAMB 11' IAMB '32' JAMB '33' IAMB 'J3' UNANCROBSD JAMB OP7'10N3 0 - _ x F ai 8 pW it Jry{ 7 0 "4 - �. a -411110 ° 2 �, MULL '901' MOLL 1S3' MULL 106' MULL. 'N4, MULL OPTIONS 910190 (8) 00. qtr F%1, (+) MT, (-) OL. ( +) •: -) DM ( +) 9Sr. t -) DM (+) INC. c -) 30. 38° 42° 48• 54" 80" �, 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 91 30` 38' 42" 48" 84• 80° 8a_vv. 130.0 130.0 136.0 130.0 130.0 130.0 130.0 130.0 AT P0590! JAMB 1 IN1ERMEDUUE HORIZONTALS 130.0 130.0 130.0 130.0 130:6 130.0 130.0 130.0 178.1 130.0 130.0 130.0 108.3 130.0 127.2 130.0 30" 42• 4Y 48° 84° 80° 90 80• 130.0 130.0 130.0 130.0 130.0 130.0 130. 130.0 _ ® LsE M SYSTEM 0.11411 MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI, FL. 33166 TEL (305) 470 -8284 FAX. (305) 470 -8285 w� 130 130.0 130.0 130.0. 118.0 130.0 130.0 730.0 Y 104.9 130.0 130.0 130.0 94.4 130.0 117.5 130.0 30° 38' 42" 48` 54° 60" �. 130.0 130.0 130.0 130.0 1248 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 128.0 130.0 86.4 130.0 914.7 130.0 NI1 W2 77.8 128.1 103.2 123.4 30• 38• 42° 48" 54" 88' 1�2" 130.0 130.0 130.0 130.0 WIDTH AT FRAME W1 + W2 120.0 130.0 130.0 130.0 �W - MUlL10N 2 102.8 130.0 130.0 130.0 90.0 130.0 122.8 130.0 80.0 128.7 109.0 130.0 74. 119.8 101.4 121.2 �° 38' 42° 48° 84• 88` 102° 128.7 430.0 130.0 130.0 , - 1 js _ {{{s ) 106.1 130.0 130.0 7340 92.8 190.0 130.0 130.0 81A 130.0 114.3 130.0 72A 118.9 101.8 721.4 8Bb 111.7 98.0 177.1 30° 39° 42° 48" 33•. 106" 1092 130.0 130.0 130.0 81.0 130.0 130.0 130. IAMB 'dl' JAMB 'J2° JAMB 'IS' 78.0 125.5 116. 130.0 98.3 109.8 102.0 121.9 611111 91.8 110.4 �° 38° 42• 46° 62° 110 -1/2° 102.0 3.. ,30.6. 130.0 130.0 730.6 �- � ._. 1" 1 _ _ ... -\ �Ic 85.0 130.0 129.8 130.0 72.8 1172 117.3. 130.0 f! 1 MULLIONS MULLIONS {7 [311111 83.7 102.8 97.4 118.4 _ _. ( {�� i -- ^ J -'-' t 8 • 4 56.8 94.8 89.9 107.4 30° 38` 42° 48• SO° 114' 92.9 130.0 13%0 130.0 77.4 124.5 122.0 130.0 ±J 01.5 FE 70692 ', fl� T p p 0 Dafo -- M. ' • 88.3 108.7 1068 125.0 MULLION 'Ml' MULLION 'M2' MULLION 'Me MULLION 'M4' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. 58.0 93.4 91.5 109.4 55.7 89.6 87.8 105.0 S�i � _7C + "I.% P p J !I 1 /. 30° 38" 42• 48° 1211, 79.8 126.1 130.0 130.0 jlj drawing no. [W1 1 -39 lllahoet 88.4 1067 110.1 130.0 88.9 91S 94.4 112.0 49.8 89.1 628 947 4 Of 12) DOOR MULLION LOMA CAPACITY-PEW DOOR WIDTH DOOR MTH JAMB '.101' 1 , co JAMB '382' / // 5. '1I 1 11 \ 1 • \ 9- 4 ) -.... ../. JAMB 'SW JAMB '181' JAMB 158' JAMB 'JAW 8121119 PRIM MOIL 10:11`MULL 1182`21111. IOW MULL '9.1)4' VIM HEM EXT. (4.) EXT. (4) EXT. (+) EXT. (4) 30301189 INCURS in (-) in (-) in (-) INT, (-) 32 120.0 120.0 120.0 1210 38 98-0 120.0 1010 1210 1210 42 88-1/2 120.0 1210 120.0 1210 48 1204 120.0 120.0 1200 84 120.0 120.0 120.0 1010 80 110-1/2 118.4 120.0 1010 12110 32 90.0 109.5 120.0 1010 1210 38 1042 120.0 1210 1210 42 98-1/2 97.2 120.0 1210 120.0 48 114 91.1 120.0 120.0 12110 84 910 817 1210 1118 120A 32 718 120.0 118.4 1010 38 110-1/2 73.8 114.4 112.7 120.0 8118 108.7 105.1 1200 42 910 48 83.3 84.8 100.0 88.5 117.7 87 1/2' MAX. JAMB '102' JAMB 'JOB' DOOR MULLION LOAD CAPACITY-PEW DOOR WIDTH DOOR MTH JAMB '.101' 1 , co ©OR ,3.... / // 5. '1I 1 11 \ 1 • \ 9- 4 ) -.... ../. 2 . ■ g 1 ■ / :?. 4ii \ \ 11 \ 1 • 1 --7---te-----1 / / 4 / / DB= 93001178 403121. 85 3/4' MAX. -. -- -. --. EXL (4) EXL (+) JAMB '102' JAMB 'JOB' DOOR MULLION LOAD CAPACITY-PEW .m. .......,.. DOOR NOA DOOR MTH JAMB '.101' .1399 'JIM' JAMB war ZARB %BOW JAMB IDW DAUM TRAUB . MULL '901'91OLL 111W MULL 11118'801.1 low DB= Rom EXT. (4.) EXL (4) EXL (+) EKE (+) WOMB MUM in (-) us (_) in (,) Dm (_) 32 21.0 910 010 90.0 38 90.0 90.0 90.0 910 42 98-0 910 90.0 90.0 90.0 48 90.0 910 910 MO 54 85.7 MIO 90.0 90A 32 77.8 00.0 9110 910 38 110-1/2 73A 9110 90.0 (40.0 88.8 90.0 90.0 904 42 48 84.5 90.0 80.0 910 32 70.8 904 90.0 810 38 114 87.2 9110 90.0 MO 127 910 8110 910 42 48 517 910 90.0 90.0 32 80.6 010 910 00.0 30 120 818 814 MIO 910 53.8 83.3 88.1 910 42 48 214 78.1 83.5 • 00.0 45 1/2" MAX. SEE SEPARATE .m. .......,.. DOOR NOA DOOR MTH 1 N , OR I 0R I // „ il \ . \\ \ 0 Li 11 0 DOEUTE WIDTH 43 3/4' MAX. - -. 9513109 1M81! MULLION 'MD2' MULDON law MOLIWN %1111' DOOR-WINDOWALL TRANSITION MULLION • 4410144 aa eamplArdth tho ',rotten Wain Bak •-di b. • ItriM4441; Fklal z g g ^ z w ti co 1 drawing no. W1 1 -39 shoot 5 of 12 ANCHOR LOAD CAPACITY - PDF EXT.( +) & INTj -) INTERMEDDLTE HORIZONTALS -POOR LASS [ 11 V m 4911 NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' & 'D' ANCHORS TYPE 'C' ALL FIXED UTES SEE SEPARATE NOA WIDTH (W) FRAME HEIGHT A2 A3 A4 132/D2 83/03 134/D4 C2 03 C4 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 98 30° 38" 42" 0.8° 54" 80" 72' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 ,. E yi __ _= jg x ' t~ = =a= :.. / /// / % ' \ \ \ = = = =a. , a 1 I O i © Z r =a= III / / p % ' Ia}t \ �°'Ih \ 1111 \III =' I 108.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 \\® \ 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 130.0 Bt3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 72.3 108.4 130.0 98.1 130.0 130.0 130.0 130.0 1 I % p /, I • ; �PP / / / 1 . = =� 88.1 97.6 130.0 88.6 128.4 130.0 98.7 130.0 130.0 30° 38" 42° 48° 54° 80° �• 720.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 I I 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 85.8 128.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 78.1 112.8 130.0 989 130.0 130.0 113.8 130.0 130.0 88.7 100.1 130.0... .87.8 130.0 130.0 101.2 130.0 130.0 60.1 80.1 120.1 79.0 118.5 130.0 91.1 130.0 130.0 30° 38° 42•. 46' 84° 80• 88 -1/2• 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 W1 t 112 q WI 82 W1 W2 903 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 77.4 115.1 130.0 101.8 130.0 130.0 117.3 130.0 130.0 WI + 82 WIDTH. WIDTH (ids "+ W1 + W2 81 W2 WIDTH {y� e 2 + 4 MR. GLASS 87.7 101.5 130.0 89.1 130.0 130.0 102.7 130.0 130.0 I SERIES MGSIO ALUM WINDOW WALL SYSIEM {LN.L) MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREET MIAMI. FL. 33166 TEL (305) 470-8284 FAX. - (305) 470 -8285 80.2 90.3 120.4 792 118.8 130.0 91.3 130.0 130.0 = 2 2 54.2 81.2 108.3 71.3 108.9 130.0 82.1 123.2 130.0 30° 38" 42" 46" 54" 60" 30° 38° 42° 48" 54° 90" 104.1 130.0 130.0 130.0 130.0 130.0. 130.0 130.0 130.0 88.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 DOOR do RATESNM SEE SEPARATE N• 74.4 111.8 130.0 97.9 130.0 130.0 112.8 130.0 130.0 85.1 97.8 130.0 85.8 128.4 130.0 98.7 130.0 130.0. a° J /� // �' /•J 57.8 85.8 115.7 78.1 114.1 130.0 87.7 130.0 130.0 52.1 97.8 78.1 130.0 104.1 130.0 68.8 128.4 102.7 130.0 130.0 130. 78.9 130.0 118.4 130.0 130.0 130.0 I_ 4° MINIM - 3° s�ess 3" r� ';:, Iff =abed = / / p p // a \ D \ \ 1 =___.\ ILtr 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130,0 130.0 3° 89.7 104.8 130.. 91.7 130.0 130.0 108.7 130.0 130.0 _ 81.0 91.5 122.0 803 120.4 130.0 92.8 130.0 130.0 84.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 48.8 73.2 97.8 84.2 .983 128.4 74.0 111.0 130.0 30• 38" 42° 48" 84" 98 -1/2" 98.1 130.0 130.0 128.1 130.0 1300 130.0 130.0 130.0 -- . s 79.3 118.9 130.0 104.3 130.0 130,0 120.2 130.0 130.0. 3" sum■ 8 .3� sums m 3` °e sums• woos= l 3° 3' 87.9 101.9 130.0 .89.4 130.0 130.0 103.0 130.0 130.0 description �� 58.9 89.2 118.9 78.2 117.3 130.0 90.2 130.0 130.0 3° 3 3• 52.8 79.3 105.7 69.8 104.3 130.0 80.1 120.2 130.0 - - - 30° 38° 0.z° 48° 102° 91.8 130.0 130.0 120.8 130.0 130.0 130.0 130,0 130.0 42._88,Al2 A3. HS. C3 M.-44...X.4 76.6 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130.0 89.8 98.4 130.0 88.3 129.5 130.0 998 130.0 130.0 Wt W2 57.4 88.1 114.8 .759 113.3 130.0 87.1 130.0 130.0 ANCHORS • TYPES: SEE. SHEEP 8 FOR DESCRIPTION 81 + W2 51.0 78.5 102.1 WIDTH a 42 - 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON 2 82 - 2 ANCHoRS TYPE '13' AT EACH SIDE OF JAMB AND MUWON D2 - 2 ANCHORS TYPE 'Cr AT EACH SIDE OF JAMB AND MUWON AS = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON 30" 38° 42° 48° 108° 88,8 130.0 130.0 114.1 1 730.0 130.0 130.0 130.0 130.0 11111 11111 72.3 108A 130.0 96.1 139.0 130. 109.8. 130.0 130.0. 82,0 93.0 123.9 813 122.3 130.0 94.0 130.0 130.0. 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 3D° 38' 42° 48° 110 -1/2° 84,6 127.2 130.0 1116 130.0 130.0 128.8 13ao 139.0 BS = (3) ANCHORS TYPE B' AT EACH SIDE OF JAMB AND MUWON C3 = 3 ANCHORS TYPE C' AT EACH SIDE OF JAMB AND MULLION D3 = 3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON ANCHORS M��11, 70.7 105.0 130.0 93.0 130.0 130.0 107.1 130.0 130.0 805 80.6. 121.1 78.7. 1199 130.0 91.8 130.0 130.0 A4 = 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON 1 , B4 = 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND �. i 1. is ii 4 53.0 79.5 108.0 89.7 1049 130.0 80.4 120.5 130.. 30" 38° 42" 48° 114° 822. 123.3 130.0 108.1 130.0 130.0 124.8 130.0 130. MUWON C4 = 4 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MUWON D4 = 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION _ .ALL OTHER ANCHORS TO HE SPACED AS PER ELEVATION.. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. JAVAD-AH FldAD RA. PE # 'AMU ;DAN., 1 q(� ® 4v�. S" y A 889 102.7 130.0 80.1 130.0 130.0 103.0 130.0 130.0 58.7 98.1 117.4 77.2 115.8 130.0 89.0 130.0 130.0. 51.4 77.1 102.7 87.8 101.4 130.0 77.9 116.8 130.0 " 1IJ_'� +� �)1A,= 1.,:� 'P''Y 2Y .!. , . / 30° 38• 0.2• 48' 120" 78.1 117.1 130.0 102.7 130.0. 130.0 118.4 130.0 130.0 cAC�Towing no. 9Y 1 1 -39 85.1 97.8 130.0 85.9 128.4 130.0 99.7 130.0 130.0 58.8 837 111.5 73.4 110.1 130.0 84.8 1289 1300 48.8 73.2 97.6 84.2. 983 128.4 74.0 111.0 130.0 {sheet 6 of 12) DOOR MULLION ILIAD CAPACITY -PSF SIDELDE RICHES FRAME INCRSS JAMB 'JDI' MULL 'MDI' JAMB '301' MULL 'MD2 JAMB '302' JAMB 'IDS' MULL 'M03' JAMB 'MB' MULL 'MD4' EXT. { )) NT. (+) gm (4) _ ( +) 30 90.0 90.(0) 90.(0) 90.0) 38 90.0 90.0 90.0 90.0 42 98 909 90.0. 90.0 90.0 48 90.0 90.0 90.0 90.0 54 88.4 90.0 90.0 90.0. 60 81.0 90.0 90.0 90.0 30 88.3 90.0 90.0 90.0 38 889 90.0 90.0 90.0 42 102 78.2. 90.0 90.0 90.0 46 71.9 90.0 80.0 90.0 84 88.2 90.0 90.0 90.0 30 69.8 90.0 90.0 90.0 38 88.4 90.0 90.0 90.0 42 188 81.7 90.0 90.0 90.0 48 88.8 80.0 88.3 90.0 30 57.2 88.7 90.0 90.0 38 53.9 83.8 85.3 90.0 42 114 81.0 79.0 80.7 90.0 48 48.3 74.9 78.0 90.0 30 47.8 74.1 78.7 80.0 38 45.1 89.9 74.4 88.9 42 120 42.7 86.2 70.5 84.2 48 40.6 62.8 87.0 80.1 JAMB 'a81' JAMB 'JD2' _HT JAMB '308' MULLION 'MDI' MULLION '6192' MULLION 'MD3' MULLION 'MD4' DOOR - WINDOWALL TRANSITION MULLION MR. GLASS DOOR & TRANSOM SEE SEPARATE NOA - I =em° OR II °R © / ___= "liTIVm / 116``\ // a 0// 01 61 8 JSI III \r \ \ ...evA \ 111t 1 \\ ` \N0 /, //0 p / 1 / amaa- =ELM WIDTH 88 we MAX. SEE CHART DOOR WIDTH ANCHOR LOAD CAPACITY - PSF EXL( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 7Y ANCHORS TYPE 'C' MN (w) FRAME HEIGHT A9 Ad 23 /DS CS 30 79.6 90.0 90.0 90.0 38 78.6 90.0 90.0 90.0 42 71.8 90.0 90.0 90.0 48 08.4 90.0 90.0 90.0 84 88.4 88.0 88.0 90.0 60 62.8 82.3 62.3 90.0. 30 78.4 90.0 90.0 90.0 38 72.4 90.0 90.0 90.0 42 102 88.8 88.0 90.0 90.0 48 88.8 80.2 88.2 90.0 84 82.5 82.3 82.3 90.0 30. 73.0 90.0 90.0 90.0 38 88.8 90.0 90.0 90.0 42 108 88.0 88.9 88.9 90.0 48 02.9 82.7. 82.7 90.0 30 70.8 90.0 90.0 90.0 38 87.0 88.1 88.1 90.0 42 114 83.5 83.8. 83.8 90.0 48 80.4 79.8 • 79.8 90.0 30 88.3 89.9. 89.9 90.0 38 64.5 84.9 84.9 90.0 42 120 81.2 80.5 80.8 90.0 48 58.1 78.5 78.6 88.1 AS. H3. CE ANCHORS YYPMO SEE SHEET 8 FOR DESCRIPTION AS = (3) ANCHOR TYPE 'A' AT EACH SIDE OF DOOR MULLION BS = {3) ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MUWON 03 ■ 3 ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION DS = 3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MUWON A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS '• AP ea"rg, with ea 6Tud0e Bw, Pats t $OA6 !S *iiiil!J� • V' z a a I t co p I drawing no. W11 -39 (sheet 7 of 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING a ,a '4 1BY WOOD BUCKS TWO PIECE OR ONE PIECE HORWOMAI. INTERCHANGEABLE BETWEEN HEAD & SILL al 60 P .• P TYPICAL. ANCHORS SEE ELEV. FOR SPACING INTERIOR FINISHES NOT BY MR GLASS ILLUSTRATIVE ONLY TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA ULTRACON BY 'ELM!. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8° MIN, PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4° MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4° MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES • INTO CONCRETE AND MASONRY = 2 -112" MIN. L INTO WOOD STRUCTURE = 1° MIN. 1 /4" DIA HILTI KWIK CON II BY 'HILTI' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4° MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4° MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3° MIN. INTO WOOD STRUCTURE = 1 MIN. rE_._.__..._. -.. 5/16" CIA UITRACON BY 'ELCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2° MIN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4° MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1 -1/4 °MIN. EMBED INTO CONC. I ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3° MIN. INTO WOOD STRUCTURE = 1 MIN. _._..=.= — = IT TYPE ._. ,#14 SMS OR SELF DRILLING SCREWS ST /S[ I INTO METAL STRUCTURES ISTEEL • 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 —T5 MW.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE. DISTANCES INTO METAL STRUCTURE = 1/2° MIN. SEALANTS, ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. E".2`! Afiaaa Approyed asemptyingwiththe . Florida Buda .Date N+ M '1SiYb s'y s "L. Mho{ 0 i g0O 0 81 h QD 041-.2 43Ms1 01110 r I drawing no. W11 -39 (sheet 8 of 12) MAX. SHIM SPACE 1/4° FOR ANCHOR D' ....JJQAMB ANCHORS SEE ELEVATIONS 'FOR SPACING METAL STRUCTURES JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING ALUM REINE. 0 SEE SHEETS 3 & 4 FOR CAPACITY I/4° DL& DOLTS WITH NUTS AT S° FROM ENDS AND 113--1/7' 0.0. MAX. ALUM REINF. OSEE SHEETS 3 & 4 FOR CAPACITY D 0PG. D.L. OPO. � STET. REINF. { E SEE SHEETS 3 & 4 �\..// FOR CAPACITY JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING UOwp37tsgwD6atq drawing no. W1 1 -39 (shoat 9 of 12) (sheet 10 of 12) • Q•. ANCHORS TYPE A,BORC SEE SHEETS 7 & 8 ALUM REINF. ©SEE SHEETS S & 7 FOR CAPACITY f • • ANCHORS TYPE A, B OR C SEE SHEETS 7 & 8 a SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. J MIAMI —DADS COUNTY APPROVED LARGE MISSILE .IMPACT RESISTANT DOOR i t '� T I fh`�I�f � ----- -�---- �--- •......._.. -�m —moss Ix IL LEAF WIDTH ERgn dAVAO N1WAD, FIA92 1 I drawing no. W11 --39 - 1.780 .188 r U, W .- ITEM NO. PART NUMBER QUANTITY D1BCR/PIXON MAMMAL MANFf80PPLIER /REMARES 4.888 1,750 1 E 15 AS RED. HOLLOW FRAME HEAD /SILL 9005-75 - IA ES8007 AS READ. .OPEN BASIC FRAME HEAD/SILL 8083 -T8 - 2.750 Mil 1.756 ENGINEERS 84 PRODUCT DEVELOPMENT 9235 S.W. 87 AVE MIAMI, FLORIDA 33174 3e 5.000 2 ESB004 AS INTERMEDIATE HORIZONTAL 8083 -T8 5.000 3.750 - .125 117. 4.000 3 E88001 AS REDD. FRAME FRAM JAMB/MULLION 600b -T8 - 128 TTP. 3A AS REDD. DOOR MULUON 8005 -T5 4 ESBO08 AS REDO. GLASS STOP 6083 -18 - 5 ES8002 AS REDD. MULUON SNAP -IN MATE 8005 -T5 A78 TP. 8 FS8003 AS REDD. SHEAR CUP 6008 -18 - 7 - AS REOD. INTERIOR BULB GASKET VINYL - 3.750 8 88008 AS REDO. SPACER/S9RmNE STOP VIN 1. - OO BA AS RECD. BUTTON BUMPER SILICONE - HOLLOW 3.984 FRAME HEAD/SILL 9 - - .. - - 10 - AS REDD. SETTING BLOCK AT 1/4" POINTS NEOPRENE 3/18° X 1/2` X 2° LONG #12 X 1 -1/2° 4/ CORNER ASSEMBLY SCREWS MEWS STEEL 12 - AS REED. Na1LLION STIFFENER STEEL - - 13 - AS REDO. MUWON REINFORCING CHANNEL STEEL - 4.965 14 - AS RECD. MULLION REINFORCING BAR STEEL - 3.750 DOOR MULLION • 2.750 6 1.750 (sEM MOO ALUM WINDOW WAIL SYSTEM (L.M.I.)Jf MR. GLASS DOORS & WINDOWS INC. 7440 N.W. 66 STREEF MIAMI, FL 33166 TEL. (305) 470 -8284 FAX. (305) 470 -8285 2.750 ® FRAME JAMB/MULUON -.578 1.472 - 078 .078 TYP. 4.534 3.388 .094 1W. 3.738 253 .124 - 1A OPEN 3.984 BACK FRAME HEAD /SILL 4.988 3.750 • INIIMI 1.750 ® 1� L_1.578 - MULLION SNAP -IN MATE 12 STIFFENER TAYPP.. x.578 i - 1.000 .188 . 3.984 0102111/1 .188 $ I 4.500 E 1 4.6W I II / ® INTERMEDIATE HORIZONTAL Tune 3.735 .158 ° - Ellin - . 3229 -1.786 T1P. 1 S :, -, I i Ertgt. JAYAD•AHM 1 A PE 7 • N8 ® ,, m .,.. xnrTtk-se4i 1.117 '"�l. E R % 1 / LLi/ drawing no. W11 -39 ® SHEAR CUP ® GLASS STOP 4rimo 13 bItIL REINFORCING 14 35 K91 MN. sheet 11 of 12 (sheet 12 of 12) CIRCULAR OR ANGLED CORNERS 5/8• X 1/8• UM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT 518X1 X1 /8° ALUM ANGLE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT .DOOR kMULLWON'CORNER HORIZONTAL CORNER RECT. OR SQUARE CORNERS 01 g a 8oh 000.E drawing no. W11 --39 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTTRATION DIVISION NOTICE OF ACCEPTANCE .(NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govinerai Nabco Entrances, Inc. 582 W. 18717 Gemini Dr. P.O. Box 906 Muskego, WI 53150 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "System GT 1175" Automatic Aluminum Sliding Glass Door WI full Breakout APPROVAL DOCUMENT: Drawing No. 11 -212, titled "System GT 1175 BiPart Slider -Full open ", sheets 1 through 9 of 9, prepared by Engco, Inc., dated 10/14/11 and last revised on DEC 27, 2011, signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Max. panel size not to exceed 47 -1 /4" W X 83" H. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and Following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06- 1211.12 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 11- 1115.07 Expiration Date: January 17, 2013 Approval Date: January O5, 2012 Page 1 Nabco Entrances, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 06- 1211.12) 2. Drawing No. 11 -212, titled "System GT 1175 BiPart Slider -Full open ", sheets 1 through 9 of 9, prepared by Engco, Inc., dated 10/14/11 and last revised on DEC 27, 2011, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS (transferred from file # 06- 1211.12) Original test conducted per SFBC, PA 201, 202 & 203 -94, now known as FBC, TAS 210, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 2) Uniform Static Pressure Test, Loading per FBC PA 202 -94 3).Water Infiltration Test per FBC, TAS 202 -94 (Not Performed) 4) Forced Entry Test, per FBC, TAS 202 -944. 5) Large Missile Impact Test per FBC, TAS 203 -94 6) Cyclic Wind Pressure Test per FBC, TAS 204 -94 Along with installation diagram of aluminum bipart glass slider, prepared by Hurricane Engineering & Testing Inc Test Report No. HETI -00 -881 and HETI -00 -882, both dated April 11, 2000, signed and sealed by Hector M. Medina, P.E.(Revised marked Dwgs submitted on 09/05/01, addendum letters dated April 18, 2006 and April 24, 2006, issued by HETI, signed & sealed by Ms. Ivon Ghia, P. E. and Hector M. Medina, P.E., respectively ) C. CALCULATIONS 1. Statement letters of conformance to FBC 2007 & FBC 2010, dated NOV 09, 2011, prepared by Engco, Inc., signed and sealed by Pedro De Figueiredo, P.E. 2. Anchor verification calculations, complying w/ FBC 2004, prepared by Engco, Inc., dated 11/08/05, signed and sealed by Pedro De Figueiredo, P.E.( transferred from file # 05- 1205.03 & file # 06-1211.12) 3. Glazing complies w/ ASTME- 1300 -02 & 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance NOA #11- 0325.05 issued to Solutia, Inc. for" Saflex, clear & color interlayer ", expiring on 05 -21 -2016. 2. Tensile test report No. HETI -00 -4166 dated 8/ 2000 per ASTM E-8 for Zinc Tek anchor into aluminum, issued by Hurricane Engineering & Testing Inc, signed & sealed by Hector M. Medina, P.E. 3. Tensile test report No. HETI- 00 -T051 dated 10 -10 -2000 per ASTM E -8 for aluminum extrusion, issued by Hurricane Engineering & Testing Inc, signed and sealed by Hector M. Medina, P.E. F. STATEMENTS 1. Statement letters of conformance to FBC 2007 & FBC 2010 and "No financial interest, dated Nov 09, 2011, prepared by Engco, Inc., signed & sealed by Pedro De Figueiredo, P.E. 2. Statement letter dated 11/11/11, issued by Architectural testing of pending schedule test by Nabeo, signed & sealed by Joseph A. Reed, P. E. 3. Addendum letter to test reports HETI -00 -888 and HETI -00 -889, dated April 18, 2006, issued by HETI, signed & sealed by Ms. Ivon Ghia, P. E. G. OTHER 1. This NOA revises & renews NOA # 06- 1211.12, expiring 01/17/13. 2. Conditional one year, Non - renewable approval, subjected o . suuu �ess 'ul rp tes � K lthiaq 1.CCh •at n da, P.E. Product Control Examiner NOA No 11- 1115.07 Expiration Date: January 17, 2013 Approval Date: January 05, 2012 E -1 SYSTEM GT 1175 BIPART AUTOMATIC SLIDER FULL OPEN (So- S$-Sx -So) LARGE AND SMALL IMPACT RESISTANT RATED: +GO, -70 PSF GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007/2010 EDITIONS INCLUDING THE HIGH VELOCITY HURRICANE ZONES (HMV) . 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM IMPACT RESISTANT (LARGE &SMALL MISSILE) AUTOMATIC SLIDING GLASS DOOR. THIS PRODUCT CAN BE USED AT ANY ELEVATION WITHOUT HURRICANE PROTECTIVE SHUTTERS. 3- POSTING: °SYSTEM GT 1 175 - LARGE MISSILE IMPACT ALUMINUM AUTOMATIC SLIDING GLASS DOORS NABCO ENTRANCE INC. - MUSKEGO - WI DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS: THE DESIGNED LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT BCCEED THE APPROVED PRESSURE RATING. ( +G0. -70 ESE) 5- MATERIAL: ALL ALUMINUM PARTS TO BE GOG3 TG ALLOY OR AS NOTED AND .GLAZING TO BE LAMINATED GLASS AS PER SHEET AS AS SPECIFIED ON THIS APPROVAL DISSIMILAR. MATERIALS THAT COME IN CONTACT WITH DOOR FRAMING SHALL MEET THE REQUIREMENTS OF THE ?BC SECTION 2003.8.4. G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL. BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PERTHIS APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. I- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH A5 BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- LIMITATION: DOORS ARE NOT TO BE USED WHERE WATER INFILTRATION REQUIREMENT MUST BE MET. EXCEPT IN LOCATIONS IN COMPUANCE WITH ILLUSTRATION Z' IN THIS PAGE. TABLE OF CONTENTS: SHEET CONTENTS I -9 2 -9 3-9 TABLE OF CONTENTS AND GENERAL NOTES DOOR COMPONENTS DOOR COMPONENTS. MATERIAL LIST 4 GLAZING DETAILS 4-9 S -9 TYPICAL ELEVATION. FLOOR PLAN AND ANCHORAGE LAY -OUT TYPICAL ELEVATION, FLOOR PLAN AND ANCHORAGE LAY -OUT G-9 7 -9 8-9 SECTION DETAILS SECTION DETAILS SECTION DETAILS 9 -9 HARDWARE TOTAL # OF SHEETS: 9 ILLU5TRATION 2 OVERHANG MUST BE GREATER OR EQUAL TO FLOOR TO CEILING DIM. i EXTERIOR OVERHANG PRODUCT CAN BE ONLY USED IN AREAS WHERE THE DOOR DESIGN IS NOT UMITED BY WATER INFILTRATION OR MELTING THE CRITERIA AS PER ILLUSTRATION Z. MANUFACTURER: GYRO TECH S82 W18717 GEMINI DRIVE .P.O. BOX 985 MUSKEGO, WISCONSIN 59150 PHONE: (877) 622 -2694 FAX: (2622) 679.2505 PRODUCT: SYSTEM GT1175 BIPA[tT SLIDER . FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: En iErt .Jitr. CAese 5695 ORANGE DR. 201 DAVIE, FL: 33814 Tel.: L:t•.: 635-0304 MIAMI -DADE BCCO: ilioalter mane assiwirigwilislNedes itsidftelde the No ! .07 ritrivoistlato )3 Data:1011412011 Scale: NA DeSIgn by PPMF Drawing Number 11-212 Sheet ,1 of•9 I-- 1.75-- -I I-1. 75-4 1413288 14 3289 4` PIVOT STILE 4' STILE ALLOY: 6063 -T6 ALLOY: 6063 -T6 1. 75 -I k_1.75_1 149086 148922 2' PIVOT STILE STILE ALLOY: 6063 -T6 ALLOY: 6063 -T6 .056 1• 142335 GLASS STOP CHANNEL ALLOY: 6063 -T5 .045 142336 GLASS STOP BASE ALLOY: 6063 -T5 DOOR COMPONENTS 0.26 1490 4 - DOOR CARRIER ALLOY: 6063 -T6 F-1. 75H 149088 TOP RAIL SIDELITE ALLOY: 6063 -T6 09 °o ri z 149016 - THRESHOLD ALLOY: 6005 -T5 1.25 0 149017 - THRESHOLD RAMP ALLOY: 6005 -T5 1-1.75-1 O If) 242497 - JAMB EXT. ALLOY: 6063 -T5 0 0 er z 09 t k_1.75_4 149359 TOP RAIL DOOR ALLOY: 6063 -T6 149085 BOTTOM RAIL DOOR & SIDELITE ALLOY: 6063 -T6 GYRO TECH 882 W18717 GEMINI DRIVE P.O. BOX 908 MUSKEGO, WISCONSIN 53150 PHONE: (877) 622 -2894 FAX: (282)679-2505 PRODUCT: SYSTEM GT1175 IMPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: Ertg(art CAMS 5695 ORANGE DR. 201 DAVIE, FL. 33314 TeL :196AL49fi-03M O• " , tee 609 1 p s >k • i*: +.dam ;DECD 1 .14. ��. tti MIAMI -DADE B000: PRODUCT Ritheeig. Ilitow 14s14446 ACSOPienef tieb itms DIMS Date: 10/14/2011 Scale: NA Design by: PPMF Drawing Number 11 -212 Sheet 2 of 9 6. 50 249009 - HEADER ALLOY: 6063 -T6 0 3. 70 DOOR COMPONENTS 249010 - ROLLER TRACK ALLOY 6063 -T6 249011 — COVER ALLOY. 6063 -T6 MATERIAL LIST DESCRIPTION NABCO PARTS COMPOSITION MANUFACTURER HEADER ' 249009 6063 -T6 W. L. BONNEL CO. ROLLER TRACK 249010 6063 -16 W. L. BONNEL CO. COVER 249011 6063 -T6 W. L. BONNEL CO. DOOR CARRIER 149014 6063 -T6 W. L. BONNEL CO. TOP RAIL- SIDELITE 149088 ' 6063 -T6 W. L. BONNEL CO. 4' TOP RAIL DOUR • 149359 6063 -T6 W. L. BONNEL CO. 4' BUTTON RAIL 149085 6063 -T6 W. L. BONNEL 'CO. 2' PIVOT STILE 149086 6063 -T6 W. L. BONNEL CD, 4' PIVOT STILE 1413288 6063- T6 W. L. RUNNEL CO. 2' STILE 148922 6063-16 W. L. BONNEL CO. 4' STILE 1413289 6063 -T6 W. L. BONNEL CO. THRESHOLD 149016 6005 -T5 W. L. BONNEL CO. FLOOR TRACK RAMP 149017 6005 -T5 W. L. BONNEL CO. ANGLE 145840 6061 -76 W. L. BONNEL CO. JAMB • 242497 6063 -15 W. L. BONNEL CO. GLASS STOP BASE 142336 6063 -T5 W. L. BONNEL CO. GLASS STOP CHANNEL 142335 6063 -T5 W. L. BONNEL CO. TYPICAL GLAZING DETAIL ENTIRE PERIMETER ALL LITE5 EXTERIOR in MAXIMUM GLASS DLO: SI DEL ITE: 43 1/8'W X 70 1 /2 °H DOOR: 41'W X 70.1/4'H 3/16° TEMPERED GLASS DLUBAK TECHNOLOGIES LAMINATED /TEMPERED GLASS < TYPICAL> 1/8' SOLUTIA SAFLEX PVB INTERLAYER 3/16' TEMPERED GLASS INTERIOR 1/8 -3 /4x3 /4 ALUMINUM REINFORCEMENT ANGLE DOW 995 STRUCTURAL SILICONE GLASS STOP RAIL OR STILE 410 -24X1 PFH SCREW THREAD FORMING AT 6 °OC 2' FROM ENDS # 0 -24X2' PFH SCREW THREAD FORMING AT 12'OC AND 3° OC NEAR THE CORNERS GYRO TECH 882 W18717 GEMINI DRIVE P.O. BOX 908 MUSKEG°, WISCONSIN 63160 PHONE: (877) 622.2694 FAX: (262) 8792606 PRODUCT: SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: +Extgao Jatr. iA8116 8896 ORANGE DR 201 DAVIE 33314 T9Lt (y� f yl: i Q� 1* MIAMI -DADE BCC°: fRODUCTBS.BNBO a weeplyins with the Mottle Saddles Cede . &moue NI_VI �retNa Dope Data: 1011412011 Scale: NA Design by: PPMF Drawing Number 11 -212 Sheet 3 of 9 TYPICAL CLUS 2 PAT RS OF A SPACED A TYPICAL C 3 PAIRS O SPACED AT 3 °0C TYPICAL ELEVATION, FLOOR PLAN AND ANCHORAGE SPACING [SPACTYPICAL CLUSTER OF ED AT 4 °OC 4 PAIRS OF ANCHORS TER OF NCHORS i 8° OC+ 192 MAX. A- 1/4•11W TAPCON BY BUILDEX WITH I '3/4• MIN. EMBEDMENT INTO 3192 MI CONCRETE q 11 Nq� 4 'HEADER 4 JAMBS �JLi{I�rr // / /41° X. OLD ■ \ \ // \ ■ \ ■ ■ \\ ■ \ \ \ L= ,... � ■ o a a �\SX \\ I \ o. SX /// // / / / > SO /// // / / y y III USTER OF an�cwnas 1711fit CLUSTER Num OF 6 PAIRS OF ANCHORS SPACED AT 3'0C ---� 47 -I/4' MAX. PANEL 192' MAX. INTERIOR SO ( SX EXTERIOR 50-5X -- 5X -50 SO ANCHOR TYPES: LOCATION A- 1/4•11W TAPCON BY BUILDEX WITH I '3/4• MIN. EMBEDMENT INTO 3192 MI CONCRETE ALL C- 1/4-14 ZINC TEK SCREW BY BROWARD BOLT INTO IV MIN. GOG3 -T5 ALUMINUM HEADER 4 JAMBS D- 1/4 -14 ZINC TEK SCREW BY BROWARD BOLT INTO 10' MN. A3G STEEL 'HEADER 4 JAMBS ANCHOR NOTES: 1- SEE ELEVATION FOR ANCHOR SPACING AND QUANTITY. 2- USE 2 I/2° MINIMUM EDGE DISTANCE FOR ANCHORS INTO CONCRETE 3- USE 3/4° MINIMUM EDGE DISTANCE FOR ANCHOR INTO METAL 4- MINIMUM EMBEDMENT IS BEYOND WALL DRESSING. a' • GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 908 MUSKEG°, WISCONSIN 53150 PHONE: (877) 822-2684 FAX: (262) 879.2506 PRODUCT: , SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SUDING GLASS. DOOR ENGINEERING: .g (IC .1inr. CABtie 5593 ORANGE DR 201 DAL/1 ..•F 33314 eQ •,iCEN 4p Na.52 09 = *1 i *o MIAMI -DADE BCCO: p &p9DCr&w&a as emaptytarnith the Merit A aRe No /Pi/K..17 Itspboalon Raft WW1, 4. Date: 10/14/2011 Scale 1:3/8 Design by: PPMF Drawing Number 1.1 -212 Sheet 4 of 9 TYPICAL C 3 PAIRS 0 SPACED AT 3' DC-, TYPICAL ELEVATION, FLOOR PLAN AND ANCHORAGE SPACING - TYPICAL CLUSTER OF TYPICAL CLUSTER OF 2 PAIRS OF ANCHORS 14 PAIRS OF ANCHORS SPACED AT 8'OC SPACED AT 4'0C i 98' MAX. dri > ► 1 98° MAX. pi IN 41116 ili k Mh all I ray n1.w 11.x,° pau, HEADER 4 JAMBS 1a _1111111111111111111111' o / / / X42 ° m'MX. DLO Q /, / / / /41- 4!$,K. DLO. a V I U I WU F UWJ,�, AT 12.00 • I I I ■ \ \ \\ \ \� \ 4 2} MX. DUO` \ ■ O • fig\ SO MA i OX t SX \\ \ / °III y et AMIIIIIIIMINIUMMINA °°\ Q \ 1% USTER OF WO Wily um 4 \CLUSTER OF 6 PAIRS OF ANCHORS SPACED AT 3'OC 98' MAX. 47 -1/4' MAX. PANEL • SO SX EXTERIOR 50 -5X TYPICAL CLUSTER OF TYPICAL CLUSTER OF- 4 PAIRS OF ANCHORS \2 PAIRS OF ANCHORS SPACED AT 4'0C SPACED AT 8'OC 0' CLUSTER OF 6,PAIRS OF ANCHORS SPACED AT 3 °OC 98° MAX. INTERIOR 47 -1/4' MAX. PANEL LUSTER OF F ANCHORS \-- SPACED AT 3' OC SX EXTERIOR 5X -50 ANCHOR TYPES: LOCATION A- 1/4° ITW TAPCON BY BUILDEX WITIH 13/4° MIN, EMBEDMENT INTO 3192 mi CONCRETE 98° MAX. pi IN 41116 ili k Mh all I HEADER 4 JAMBS n1.w 11.x,° pau, HEADER 4 JAMBS 1111=111111111116 11 I I I II talAV V I U I WU F UWJ,�, AT 12.00 • I I I ■ \ \ \\ \ \� \ 4 2} MX. DUO` \ ., it // SX / /- ►. r, mEF SO / / / °III y 1% 4 TYPICAL I CLUSTER OF 6,PAIRS OF ANCHORS SPACED AT 3 °OC 98° MAX. INTERIOR 47 -1/4' MAX. PANEL LUSTER OF F ANCHORS \-- SPACED AT 3' OC SX EXTERIOR 5X -50 ANCHOR TYPES: LOCATION A- 1/4° ITW TAPCON BY BUILDEX WITIH 13/4° MIN, EMBEDMENT INTO 3192 mi CONCRETE ALL C- 1/4-14 ZINC TEK SCREW BY BROWARD BOLT INTO 1(8° MIN. 6063 -T5 ALUMINUM HEADER 4 JAMBS D. 1/4 -14 ZINC TEK SCREW BY BROWARD BOLT INTO I/O' MIN. A3G STEEL HEADER 4 JAMBS ANCHOR NOTES: I - SEE ELEVATION FOR ANCHOR SPACING AND QUANTITY. 2- USE 2 1/2° MINIMUM EDGE DISTANCE FOR ANCHORS INTO CONCRETE 3- USE 314' MINIMUM EDGE DISTANCE FOR ANCHOR INTO METAL 4- MINIMUM EMBEDMENT 15 BEYOND WALL DRESSING. GYRO TECH 882 W18717 GEMINI DRIVE P.O. BOX 906 MUSKEGO, WISCONSIN 63150 PHONE: (877) 622 -2894 FAX: (282) 679 -2605 PRODUCT: SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: fEn QQu .Jzr. CA8118 8888 ORANGE DR. 201 DAVIE FL. 33314 MIAMI -DADE BCCO Mater Itehtetelei saepnl •No •07 7! !; C Date: 10/14/2011 Scale: 1:3/6 Design by: PPMF Drawing Number 11 -212 Sheet 5 of 9 MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR QTY. AND SPACING HEADER SECTION DETAILS EXTERIOR INTERIOR ERIMETER SEALANT MAX. 1/4' SHIM COVER ED Weathering Pile (Schelegel Potybond) SO PANEL TIE RODS Torque Pressure Is 15 -20 Ft. Lbs. MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR QTY. AND SPACING GYRO TECH S82 W18717 GEMINI DRIVE P.O.. BOX 906 MUSKEGO, WISCONSIN 53150 PHONE: (877) 822 -2694 FAX: (282)679.2808 PRODUCT: SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMA71c SLIDING GLASS DOOR ENGINEERING: Ett .g((a 11rtr. BA8118 MS ORANGE DR 201 DAVIE, FL. 33314 ,TENt yy(884}$8!pf1304 o * }N�i ypdO vN / // /�tll MIAMI -DADE BCCO: Date: 10/14/2011 Scale: 1:1/2 Design by: PPMF Drawing Number 11 -212 Sheet 6 of 9 MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR • QTY. AND SPACING PERIMETER SEALANT MAX, 1/44° SHIM EXTERIOR INTERIOR TIE RODS z 0 - Ld s L7 z z Li C- CO0 a a ra M X 1 FRAME HEIGHT 91 1/2° MAX. SECTION DETAILS n • Q 0 EXTERIOR THRESHOLD Threshold Ramp • TIE RODS 83° DOOR OPENING HEIGHT. X F 91 1/2' MAX. FRAME HEIGHT I. I stir rll-••I' I-I:`I"IG:I:II 3 rrt MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR QTY. AND SPACING GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 908 MUSKEGO, WISCONSIN. 83150 PHONE: (877) 622 -2694 FAX: (282)879 -2808 PRODUCT: SYSTEM GT1175 BIPART SLIDER • FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: Eng(g i xtr. CA811e 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tal.:' 964 698 -0304 a4 ',? J *.. • . n , FOO T it , DEC §11 :cc P I`��iiiiia//�ir11 MIAMI -DADS BCCO: PARODUCTUNLIM =with the %wide Date: 10/14/2011 Scale: 1:112 Design by. PPMF • Drawing Number 11 -212 Sheet 7 of 9 MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR QTY. AND SPACING MAXIMUM 1/4' SHIM SECTION DETAILS 'PIVOT DOOR STILE SEE DETAIL HEET 9 PANEL WIDTH PIVOT SIDELITE SEE DETAIL SHEET 9 WLAINLK1NU rILL " "' -'.""" AR•LUCK 1 W/ BOLTS KAWNEER FLUSH BOLTS , �ttw� 1� The Al sj;!0t1WMI� LOCK REINF. LOCK REINF. PLATE PLATE Sx DOOR STILES 8 EXTERIOR INTERIOR WEATHERING PILE MAXIMUM 1/4' SHIM MOUNTING SCREWS SEE SHEETS 4 AND 5 FOR QTY. AND SPACING GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 908 MUSKEGO, WISCONSIN 53150 PHONE: (877) 822 -2884 FAX:1282)679 -2505 PRODUCT: SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: EU0.0 3nr. 0A8118 5595 ORANGE DR. 201 DAVIE, FL. 33314 Tel.: (954 5860304 MIAMI -DADE BCCO: PRODUCT at.NEW66 implying with the 'Whig Cede l 07 itsOretker ..S Date: 10/14t2011 Scale: 1:112 Deakin by: PPMF Drawing Number 11 -212 Sheet 8 of 9 DOOR HARDWARE ACTIVE DOOR PIVOT 5/8' TYP. 5/B' TYP. ROD ENGAGEMENT ++- ROD ENGAGEMENT ifit II r i. KAWNEER #37227 FLUSH BOLTS ADAMS RITE LOCK W/ BOLTS SIDELITE DOOR PIVOT • KAWNEER #37227 FLUSH BOLTS KAWNEER #37227 FLUSH BOLTS KAWNEER #37227 FLUSH BOLTS Sx LOCK STILES ACTIVE DOOR PIVOT SEE DETAIL JAMB SIDELITE DOOR PIVOT —SEE DETAIL (2) 3/8 -16X 1 1/2' HOLOCROME LOW HEAD SOCKET CAPSCREW TOP RAIL <2) 1/4 -20X 1 3/4' HH` CAPSCREW • GRADE 5 TYPICAL ACTIVE DOOR AND SIDELITE PIVOT CARRIER BAR WELDNENT PIVOT INTERIOR VIEW STANDARD LOCK DETAIL AR 4066 THUMBTURN ADAMS RITE AR 1853A/505 MAXIMUM SECURITY LOCK EXTENDING INTO HEADER AND THRESHOLD LOCK REINFORCEMENT PLATE 1 I/2X 15° X . 105' 12 GAUGE STEEL .1° DIAM. PIVOT ROD PRE -LOAD BLOCK PIVOT STILE INTERIOR,. AR 4036 CYLINDER ALTERNATE LOCK DETAIL AR 4550 MS.DEADBOLT LEVER INTERIOR ADAMS RITE AR 1853A/505 MAXIMUM SECURITY LOCK EXTENDING INTO HEADER AND THRESHOLD AR 4036 CYLINDER GYRO TECH 382 W18717 GEMINI DRIVE P.Q. BOX 908 MUSKEG°, WISCONSIN 53150 PHONE: (877) 8224694 FAX: (262) 679 -2505 PRODUCT: SYSTEM GT1175 BIPART SLIDER FULL OPEN LARGE MISSILE IMPACT AUTOMATIC SLIDING GLASS DOOR ENGINEERING: EingCor ,afar. c AB116 5585 ORANGE DR. 201 D F,F�j" 33314 MIAMI -DADE ECM: PRODUcr RLSh#WEG 4Ade Ampas'No Date: 10114/2011 Scala: NA DeSIgn by: PPMF Drawing Number 11 -212 Sheet 9 of 9 ANKR-TITE Wedge Anchors KEY FEATURES/BENEFITS ® Will fit through a 1/16" larger pre- punched hole. ® Sets up fast. Needs less rotation to achieve required torque. ® Unique "Safety Shoulder" feature. Supports clip when anchor is under strain, minimizes bolt -end collapse and /or clip slippage under ultimate loading conditions. • Enlarged dimples on clip. Reduces slip, more responsive in lighter concrete IN 360° segment contact on clip. Equalizes load distribution providing greater load performance carrying capacity and more forgiving" design. SPECIFICATIONS, APPROVALS AND LISTINGS TYPE Zinc Plating Galvanizing 1CC-ES City of Los Angeles State DOT Approvals Federal Specifications ASTM B -633, Type III, SCI ASTM A- 153; 8 -454; B- 695-82 and MIL -C 81562A with stainless steel clip. Cracked Concrete Approval Pending #RR 24939 Please call Customer Service for specific information by state. Dade County QQZ -325Z, Type II, Class 3 (Clear Chromate added) FFS -325 Group II, Type 4, Class 1 Acceptance #00- 0328.02 METRO•DADE Formerly ICC-ES Legacy Report #1821* The Anke -Tite wedge anchor complies with the 1997 uniform Building Code (UBC) the 2000 International Building Code (IBC), and the 2000 International Residents Code, Data Test in accordance with the ICC -ES criteria for Expansion anchors in Concrete and Masonry Elements (ACOI) dated April 2002. Available upon Request. MAXIMUM TENSILE CAPACITY FOR STATIC LOADS ALLOWABLE TENSILE CAPACITY FOR STATIC LOADS CARBON AND STAINLESS STEEL CARBON AND STAINLESS STEEL Anchor & Hole Size 4000 psi Embedment (in) Concrete Tension (ibs) Shear (ibs) 6000 psi Embedment (in) Concrete Tension (ibs) Shear (Ibs) 1/4 1 1/4 2000 2811 1 1/4 2042 2811 2 1/2 2600 2811 2 1/2 2826 2811 3/8 1 3/4 3850 3075 1 3/4 4790 3075 4 5/8 6020 4227 4 5/8 6635 4227 1/2 2 1/8 6324 6260 2 1/8 7540 6260 6 1/4 8249 7516 6 1/4 10713 7516 5/8 2 5/8 9527 9760 2 5/8 10597 9760 6 15893 11743 6 16705 11743 3/4 3 3/4 13130 15860 3 3/4 18979 15860 7 7/8 19795 23817 7 7/8 24145 23817 7/8 4 16591 24000 4 19945 24000 8 27484 25710 8 33113 25710 1 5 26676 32494 5 30683 32494 9 36171 36896 9 36171 36896 1 1/4 5 5/8 28733 46975 5 5/8 28733 46975 10 50390 46975 10 50390 46975 NoTEs: Anchor & Hole Size 4000 psi Embedment (in) Concrete Tension (Ibs) Shear (ibs) 6000 psi Embedment (in) Concrete Tension (ibs) Shear (ibs) 1/4 1 1/4 500 703 1 1/4 511 703 2 1/2 650 703 2 1/2 707 703 3/8 1 3/4 963 769 1 3/4 1198 769 4 5/8 1505 1057 4 5/8 1659 1057 1/2 2 1/8 1581 1565 2 1/8 1885 1565 6 1/4 2062 1879 6 1/4 2678 1879 5/8 2 5/8 2382 2440 2 5/8 2649 2440 6 3973 2936 6 4176 2936 3/4 3 3/4 3283 3965 3 3/4 4745 3965 7 7/8 4949 5920 7 7/8 6036 5954 7/8 4 4148 6000 4 4986 6000 8 6871 6428 8 8278 6428 1 5 6669 8124 5 7670 8124 9 9043 9224 9 9043 9224 1 1/4 5 5/8 7183 11744 5 5/8 7183 11744 10 12598 11744 10 12598 11744 • Information provided only for the use of a qualified design engineer. Use of technical data by persons not qualified could cause serious damage, injury, or even death. • Ultimate values shown. For static loads, use one-fourth of the maximum tensile and shear capacities for the recommended 4:1 safety factor. • Tested to ASTM E-488 Test Standard. • Sources (available upon request): 1) U.S. Testing Co, Tulsa, OK B00- 343 -1264 www.wejit.corn WEJ -IT FASTENING SYSTEMS - 2 RECOMMENDED EDGE DISTANCE & SPACING EDGE DISTANCE Anchor Diameter Embedment Depth Edge Distance Requirements 1/4 1/4 3/8 3/8 1/2 1/2 1/2 5/8 5/8 5/8 3/4 3/4 3/4 7/8 7/8 1 1 1 1/4 2 7/8 1 3/4 4 5/8 2 1/8 2 1/2 6 1/4 2 5/8 3 1/4 6 3 1/4 3 3/4 7 7/8 3 7/8 8 5/8 4 10 1/2 2 1/4 2 1/8 3 1/8 3 1/2 3 3/4 4 3/8 41/2 4 1/2 5 1/2 4 1/2 5 1/2 6 1/2 6 6 3/4 6 1/2 7 7 7/8 Embedment (E) in Edge Anchor Diameters Distance E 6d (shallow) 6d E 8d (standard) 8d E (deep) TORQUE VALUES 1.75E 1.00E 0.75E Anchor Recommended Diameter Setting Torque (ft Ib) (in) for Zinc & Galvanized 1/4 6-8 3/8 20-25 1/2 50-55 5/8 90 -95 3/4 165 -175 7/8 240 -250 1 290 -300 Recommended W/O Inspection Setting Torque (ft Ib) Turns Stainless Steel To Set 4-7 3 -5 20-25 3-5 40-50 3 -5 80-90 3 -5 145 -155 3 -5 N/A 3 -5 250 -275 3 -5 LOAD ADJUSTMENT FACTOR FOR ANCHOR SPACING SPACING TENSION FAN ANCHOR DIAMETER 1/4 ANCHOR DIAMETER 3/8 ANCHOR DIAMETER 1/2 Embedment Depth in. 1 1/4 21/2 Embedment Depth in. 1 3/4 4 5/8 Embedment Depth in. 21/8 61/4 2 1 1/8 21/4 1 0.50 21/4 1 21/2 11/4 0.65 0.70 21/2 11/4 0.65 0.7 2 3/4 11/4 0.60 0.70 3 11/2 0.75 0.75 31/2 11/2 0.70 0.75 4 11/2 0.70 0.75 4 13/4 0.78 0.79 5 13/4 0.73 0.79 4 1/2 21/4 0.83 0.78 5 3/4 2 0.86 0.84 51/2 2 0.76 0.80 61/4 21/2 0.85 0.79 SPACING 21/4 0.87 0.85 SPACING 21/2 0.77 0.83 SPACING 3 0.90 0.80 Inches 2 1/2 0.99 0.86 Inches 3 1.00 0.87 Inches 3 3/8 0.93 0.87 3 1.00 0.87 10 3 0.80 0.85 3 3/4 0.99 0.90 3 3/8 0.88 3 1/2 0.90 0.90 4 1/4 1.00 0.93 3 1/2 0.89 3 3/4 1.00 0.93 4 3/4 0.96 3 3/4 1.00 4 0.95 5 0.98 4 41/2 0.98 6 0.99 4 1/2 4 5/8 1.00 7 1.00 5 5 6 ANCHOR DIAMETER 5/8 ANCHOR DIAMETER 3/4 Embedment Depth in. 2 3/4 6 Embedment Depth in. 3 3/4 7 7/8 3 2 21/4 0.65 0.75 21/4 21/2 0.77 0.76 21/2 2 3/4 0.95 0.78 3 0.60 31/2 0.93 0.80 4 0.75 0.75 SPACING 4 0.95 0.83 SPACING 5 0.80 0.80 Inches 4 1/2 0.96 0.86 Inches 5 3/4 0.87 0.83 51/2 0.99 0.93 61/4 0.90 0.85 6 1.00 0.96 7 1.00 0.90 7 1.00 8 0.96 8 9 0.98 10 1.00 3 - WEJ -IT FASTENING SYSTEMS www.wejit.com 800 - 343 - 1264 CONCRETE FILLED STEEL DECK LENGTH INDENTIFICATION CODES ULTIMATE TENSION & SHEAR (FT. LBS.] Lower Flute of Steel Deck with Lightweight Concrete Fill* Pc = 3,000 PSI Anchor Install. Embed. Tension Shear Dia. (in) Torque Depth (in) (Ibs) (Ibs) 3/8 20-25 13/4 2414 4054 3/8 3 3169 1/2 50-55 21/2 3458 5038 1/2 4 4274 5/8 90-95 31/4 4199 5884 5/8 5 5036 3/4 110 -120 3 3/4 5136 8030 3/4 5 1/2 7711 wej-it ANKRTITE Wedge Anchor Tension force' Typical Hole Location E- Embedment depth in inches (Si; 1 inch = 25.4 mm) CONCRETE FILLED STEEL DECK LENGTH SELECTION GUIDE Nut thickness = bolt diameter Material thickness (A) Minimum embedment Minimum Embedment (A) + Material Thickness + (B) + Bolt Diameter + (C) = Total Anchor Length = (D) Code Length of Anchor A 11/2< 2 B 2 < 2 1/2 C 2 1/2 < 3 D 3 < 3 1/2 E 3 1/2 < 4 F 4 < 4 1/2 G 4 1/2 < 5 H 5 < 5 1/2 51/2< 6 J 6 < 61/2 K 61/2< 7 L 7 < 71/2 M 7 1/2 < 8 N 8 < 81/2 O 81/2< 9 P 9 < 9 1/2 Q 9 1/2 < 10 R 10 < 11 S 11 < 12 T 12 < 13 U 13 < 14 ✓ 14 < 15 i W3 FORMLDK W 15 < 16 20 gage galvanized X 16 < 17 Y 17 < 18 Z 18 < 19 INSTALLATION INSTRUCTIONS 800- 343 -1264 www.wejit.com 1 -2 3 4 1. Drill the hole, whose diameter equals the anchor diameter perpendicular to the work surface. To assure full holding power, do not ream the hole or allow the drill to wobble.* 2. Drill the hole deeper than the intended embedment, but not closer than two diameters to the bottom (opposite) surface of the concrete. 3. A clean hole is necessary for proper performance. Clean the hole using a nylon brush and compressed air. 4. Assemble the nut and washer so that the top of the nut is flush with the top of the anchor. Drive the anchor through the material to be fastened so that the nut and washer ore flush with the surface of the material. 5. Tighten the nut, or head, 3 to 5 turns past the hand tight position. Installing the "ANKR I IIt® Series" of anchors with a torque wrench is recommended for optimum perfomance. Refer to adjacent chart. * Always wear safety glasses. Follow drill manufacturer's instructions. Use only solid carbide - tipped drill bits meeting ANSI 13212.15 diameter standards. WEJ -IT FASTENING SYSTEMS - 4 ANKR -TITS CARBON & STAINLESS STEEL Bolt psi Die. 3/8 4K 6K 1/2 4K 6K 5/8 4K 6K 3/4 4K 6K 7/8 4K 6K 1 4K 6K 1 1/4 4K ALLOWABLE Tension Capacity for Static Loads - 4K & 6K psi Concrete 4-1 Safety Factor EMBEDMENT (hi) 13/4 2 21/4 21/2 23/4 3 31/4 31/2 33/4 4 41/4 41/2 45/8 963 1010 1057 1104 1151 1198 1246 1289 1340 1387 1434 1481 1505 1198 1238 1278 1318 1358 1398 1438 1478 1518 1559 1599 1639 1659 21/8 21/2 23/4 3 31/4 31/2 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 1581 1625 1654 1683 1712 1742 1771 1800 1829 1858 1887 1917 1946 1975 2004 2033 2062 1885 1957 2005 2053 2101 2150 2198 2246 2294 2342 2390 2438 2486 2534 2582 2630 2678 25/8 23/4 3 31/4 31/2 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 2382 2441 2559 2677 1794 2912 3030 3148 3266 3384 3502 3620 3738 3855 3973 2649 2701 2819 2932 3045 3158 3271 3386 3498 3611 3724 3837 3950 4063 4176 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 77/8 3283 3384 3485 3586 3687 3788 3889 3990 4091 4192 4292 4393 4494 4595 4696 4797 4898 4949 4745 4823 4901 4980 5058 5136 5215 5293 5371 5449 5528 5606 5684 5762 5841 5919 5997 6036 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 4148 4318 4488 4658 4828 4999 5169 5339 5510 5680 5850 6020 6190 6361 6531 6701 6871 4986 5192 5398 5603 5809 6018 6221 6427 6633 6838 7044 7250 7455 7661 7867 8073 8278 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 81/4 81/2 83/4 9 6669 6820 6921 7116 7263 7411 7559 7708 7856 8004 8153 8301 8449 8598 8746 8895 9043 7671 7757 7842 7929 8014 8100 8185 8271 8357 8443 8528 8364 8700 8786 8871 8958 9043 55/8 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 81/4 81/2 83/4 9 91/4 91/2 93/4 10 7183 7338 7647 7957 8266 8576 8885 9194 9504 9813 10123 10432 10741 11051 11360 11669 11979 12288 12598 ANKR -TITE CARBON & STAINLESS STEEL Bolt psi Die. 3/8 4K 6K 1/2 4K 6K 5/8 4K 6K 3/4 4K 6K 7/8 4K 6K 1 4K 6K 1 1/4 4K MAXIMUM Tension Capacity for Static Loads - 4K & 6K psi Concrete EMBEDMENT (in) 13/4 2 21/4 21/2 23/4 3 31/4 31/2 33/4 4 41/4 41/2 45/8 3850 4039 4227 4416 4605 4793 4982 5157 5360 5548 5737 5926 6020 4790 4950 5111 5271 5432 5592 5753 5913 6073 6234 6394 9555 6635 21/8 21/2 23/4 3 31/4 31/2 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 6324 6499 6616 6732 6849 6966 7082 7199 7316 7532 7549 7666 7782 7899 8016 8132 8249 7540 7828 8021 8213 8405 8598 8790 8982 9175 9367 9559 9751 9944 10136 10328 10521 10713 25/8 23/4 3 31/4 31/2 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 9527 9763 10234 107006 11177 11649 12121 12592 13064 13535 14007 14478 14950 15421 15893 10597 10803 11276 11728 12181 12633 13085 13538 13990 17773 14895 15348 15800 16253 16705 33/4 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 77/8 13130 13534 13938 14342 14746 15150 15554 15958 16362 16765 17169 17573 17977 18381 18785 19189 19593 19795 18979 19292 19605 19918 20231 20544 20858 21171 21484 21797 22110 22423 22736 23049 23362 23675 23988 24145 4 41/4 41/2 43/4 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 16591 17272 17953 18633 19314 19995 20676 21357 22038 22718 23399 24080 24761 25442 26122 26803 27448 19945 20768 21591 22414 23237 24060 24883 25706 26529 27352 28175 28998 29821 30644 31467 32290 33113 5 51/4 51/2 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 81/4 81/2 83/4 9 26676 27279 27863 28465 29050 29643 30237 308030 31424 32017 32610 33204 33797 34391 34984 35578 36171 30683 31026 31369 31712 32055 32398 32741 33084 33427 33770 34113 33456 34799 35142 35485 35828 36171 55/8 53/4 6 61/4 61/2 63/4 7 71/4 71/2 73/4 8 81/4 81/2 83/4 9 91/4 91/2 93/4 10 28733 29352 30589 31827 33064 34302 35539 36777 38015 39252 404090 41727 42965 44202 45440 46677 47915 49152 50390 5 - WEJ-IT FASTENING SYSTEMS www.wejit.com 800 - 343 -1264 ORDER INFORMATION Call for Pallet Pricing Catalog Number Anchor Minimum Thread Carbon Steel Stainless Steel Diameter Embedment Length Quantity Zinc Plated Galvanized 303/302HQ 316 & LengthJnj _in) fig_ Box /Carton AT1413 ATG1413* ATS1413 1/4 x 1 3/4 1 1/4 3/4 100/800 ZAT1413 ZATG1413 ZATS1413 20/400 AT1421 ATG1421* ATS1421 ATSS1421 1/4 x 2 1/4 1 1/4 1 1/4 100 /800 ZAT1421 ZATG1421 ZATS1421 ZATSS1421 20/400 AT1431 ATG1431* ATS1431 ATSS1431 1/4 x 3 1/4 1 1/4 2 1/4 100/800 ZAT1431 ZATG1431 ZATS1431 ZATSS1431 20/400 AT3821 ATG3821 ATS3821 ATSS3821 3/8 x 2 1/4 1 3/4 1 50/400 ZAT3821 ZATG3821 ZATS3821 ZATSS3821 20/400 AT3823 ATG3823 ATS3823 ATSS3823 3/8 x 2 3/4 1 3/4 1 1/2 50/400 ZAT3823 ZATG3823 ZATS3823 ZATSS3823 20/400 AT3830 ATG3830 ATS3830 ATSS3830 3/8 x 3 1 3/4 1 3/4 50/400 ZAT3830 ZATG3830 ZATS3830 ZATSS3830 20/400 AT3833 ATG3833 ATS3833 ATSS3833 3/8 x 3 3/4 1 3/4 2 1/2 50/400 ZAT3833 ZATG3833 ZATS3833 ZATSS3833 20/400 AT3850 ATG3850 ATS3850 ATS$3850 3/8 X 5 1 3/4 3 1/4 50/400 ZAT3850 ZATG3850 ZATS3850 ZATSS3850 20/200 AT3870 ATG3870 ATS3870 3/8 x 7 1 3/4 4 1/2 20/200 AT1223 ATG1223 ATS1223 ATSS1223 1/2 x 2 3/4 2 1/8 1 1/8 25/200 ZAT1223 ZATG1223 ZATS1223 ZATSS1223 10/100 AT1233 ATG1233 ATS1233 ATSS1233 1/2 x 3 3/4 2 1/8 2 1/8 25/200 ZAT1233 ZATG1233 ZATS1233 ZATSS1233 10/200 AT1241 ATG1241 ATS1241 ATSS1241 1/2 x 4 1/4 2 1/8 2 5/8 25/200 ZAT1241 ZATG1241 ZATS1241 ZATSS1241 10/200 AT1242 1/2 x 4 1/2 2 1/8 2 5/8 25/200 ZAT1242 10/200 AT1252 ATG1252 ATS1252 ATSS1252 1/2 x 5 1/2 2 1/8 3 3/4 25/150 ZAT1252 ZATG1252 ZATS1252 ZATSS1252 10/200 AT1270 ATG1270 ATS1270 ATSS1270 1/2 x 7 2 1/8 4 1/2 25/150 ZAT1270 ZATG1270 ZATS1270 ZATSS1270 10/200 AT1282 ATG1282 1/2 x 8 1/2 2 1/8 5 25/150 AT1210 ATG1210 1/2 x 10 2 1/8 5 25/150 AT5832 ATG5832 ATS5832 ATSS5832 5/8 x 3 1/2 2 5/8 1 1/2 10/80 ZAT5832 ZATG5832 ZATS5832 ZATSS5832 5/50 AT5841 ATG5841 ATS5841 ATSS5841 5/8 x 4 1/4 2 5/8 2 3/8 10/80 ZAT5841 ZATG5841 ZATS5841 ZATSS5841 5/50 AT5850 ATG5850 ATS5850 ATSS5850 5/8 x 5 2 5/8 3 1/8 10/80 ZAT5850 ZATG5850 ZATS5850 ZATSS5850 5/50 AT5860 ATG5860 ATS5860 ATSS5860 5/8 x 6 2 5/8 4 10/80 ZAT5860 ZATG5860 ZATS5860 ZATSS5860 5/50 AT5870 ATG5870 ATS5870 ATSS5870 5/8 x 7 2 5/8 4 1/2 10/80 ZAT5870 ZATG5870 ZATS5870 ZATSS5870 5/50 AT5882 ATG5882 ATS5882 ATSS5882 5/8 x 8 1/2 2 5/8 5 10/40 ZAT5882 ZATG5882 ZATS5882 ZATSS5882 5/50 AT5810 ATG5810 ATS5810 5/8 x 10 2 5/8 5 10/40 AT5812 ATG5812 AT3441 ATG3441 ATS3441 3/4 x 4 1/4 3 1/4 2 10/80 ZAT3441 ZATG3441 ZATS3441 5/50 AT3443 ATG3443 ATS3443 ATSS3443 3/4 x 4 3/4 3 1/4 2 1/2 10/80 ZAT3443 ZATG3443 ZATS3443 ZATSS3443 5/50 AT3452 ATG3452 ATS3452 ATSS3452 3/4 x 5 1/2 3 1/4 3 1/4 10/60 ZAT3452 ZATG3452 ZATS3452 ZATSS3452 5/50 AT3461 ATG3461 ATS3461 ATSS3461 3/4 x 6 1/4 3 1/4 3 3/4 10/60 ZAT3461 ZATG3461 ZATS3461 ZATSS3461 5/50 AT3470 ATG3470 ATS3470 ATSS3470 3/4 x 7 3 1/4 4 3/4 10/60 ZAT3470 ZATG3470 ZATS3470 ZATSS3470 5/50 AT3482 ATG3482 ATS3482 ATSS3482 3/4 x 8 1/2 3 1/4 5 10/40 ZAT3482 ZATG3482 ZATS3482 ZATSS3482 5/50 AT3410 ATG3410 ATS3410 3/4 x 10 3 1/4 5 10/40 AT3412 ATG3412* ATS3412 3/4 x 12 3 1/4 5 5/20 AT7860 ATG7860* 7/8 x 6 3 7/8 3 1/2 5/30 AT7880 ATG7880* 7/8 x 8 3 1/4 5 5/20 AT7810 ATG7810* 7/8 x 10 3 7/8 6 5/20 AT1060 ATG1060* ATS1060 1 x 6 4 3 5/30 AT1090 ATG1090* ATS1090 1 x 9 4 5 5/20 AT1012 ATG1012* ATS1012 1 x 12 4 5 5/30 ATG11490 1 1/4 x 9 6 1/4 5 4/16 ATG11412 1 1/4 x 12 6 1/4 5 4/16 Wej-it Tie Wire WTW anchor is used for bracing and hanging acoustical ceiling tile, hanging electrical lights or other light weight applications. Catalog Number Carded Drill Bit Included WTW1421 800-343-1264 Anchor Diameter & Length (in) 1/4 x 2 1/4 Minimum Quantity Embedment Eye Cards Per (in) Diameter Box /Carton 1 1/4 9/32 100/1000 www.wejit.com WEJ-IT FASTENING SYSTEMS - 6 LEGACY REPORT Reissued January 1, 2006 ® 0 ® 00120 D03:10E1 0070D001113700 www.Icc- es.org Business/Regional Office 0 5360 Workman Mal Road, Whaiier, Caliromia 906010 (552) 6990543 Regional Office U 900 Montclair Road, Suite A, Birmingham, Alabama 35213 0 (205) 599 -9800 Regional Office 0 4051 West Fiossrnoor Road, Country Club Hits, Illinois 60478 0 (708) 799 -2305 Legacy report on the 1997 Uniform Building Coderm, the 2000 International Building Code° and the 2000 International Residential Code° DIVISION: 03—CONCRETE Section: 03151 -- Concrete Anchoring WEJ -IT ANCHOR BOLT, ANKR-TITE WEDGE ANCHOR AND ANKR -TITE ATiI ANCHOR WEJ -iT FASTENING SYSTEMS 10541 EAST UTE TULSA, OKLAHOMA 74116 1.0 SUBJECT Wej -it Anchor Bolt, ANKR-TITE Wedge Anchor and ANKR - TITE ATII Anchor. 2.0 DESCRIPTION 2.1 General: The anchors are expansion -type anchors. Use is limited to installation in uncracked concrete as defined in Section 4.4 of this report. Except as permitted in this report for the ANKR - TiTE wedge anchor in structural lightweight concrete filled steel decks, concrete must be normal- weight concrete. The anchors are alternatives to cast -in- place anchors described in Section 1923.1 of the 1997 Uniform Building Code (UBC), and Section 1912 of the 2000 international Building Codee (IBC). The anchors may also be used where an engineered design is submitted In accordance with Section R301.1,2 of the 2000 international Residential Code' (IRO). 2.2 Wel -it Anchor Bolt: 2.2.1 General: The bolt is designed for structural connections to uncracked normal - weight concrete. The expansion bolt has two wedges located on opposite sides of the bolt shank. Inclined planes are cut into the bolt shank to form wedge pockets, resulting in a uniform overall bolt cross section for placing the anchor before the wedges are expanded. 2.2.2 Installation: A hole is drilled, perpendicular to the surface, into the concrete, using drill bits that comply with ANSI 8212.15 -1994. The concrete thickness must be at least 1.5 times the hole depth. Hole depth must equal the anchor length. To clean the hole, compressed air and a wire brush are used, The anchor is installed in a predrilled bolt hole having the same diameter as the anchor. The bolt must be tightened three to five turns past the hand - tight position. The wedges will remain stationary and the bolt shank will withdraw, forcing the wedges against the sides of the predrilled hole. See Table 1 for allowable loads, edge distances, spacings and minimum embedment depth. 2.2.3 Materials: 2.2.3.1 Stud: The stud is formed from ASTM A 108 steel, Grade 12L14. 2.2.3.2 Washer and Wedge: The washer and wedge components are formed from ASTM A 108 carbon steel, Grade 1008. 2.2.3.3 Wire: The wire is formed from MB 227 spring steel. 2.2.3.4 Nut: The nut is ASTM A 563 carbon steel, Grade DH. 2.3 ANKR-TITE Wedge Anchor: 2.3.1 General: The expansion ring –type stud anchor is designed for making structural connections to normal- weight concrete and structural lightweight concrete filled steel decks. The ANKR -TITE anchor has an expansion ring crimped around the reduced diameter of the stud. 2.3.2 Installation: A hole is drilled perpendicular to the surface using drill bits that comply with ANSI 8212.15 -1994. Except for installations in structural lightweight concrete filled steel decks, the concrete thickness must be at least 1.5 times the hole depth. For installations in lightweight concrete filled steel decks, see Figure 1. To clean the hole, compressed air and a wire brush are used. The anchor is installed in a predrilled bolt hole having the same diameter as the anchor. The bolt must be tightened three to five turns past the hand - tight position. The expansion ring will remain stationary as the stud withdraws, forcing the petals of the expansion ring against the sides of the predrilled hole due to the expansion ring enlarging on the stud taper. See Tables 2 and 3 for allowable loads, edge distances, spacings and minimum embedment depth. 2.3.3 Materials: 2.3.3.1 Stud: The stud is manufactured from ASTM A 108 carbon steel, Grade 12L14; or 303, 304 or 316 stainless steel. 2.3.3.2 Ring: The ring Is manufactured from ASTM A 108 carbon steel, Grade 1008; or 304 stainless steel. 2.3.3.3 Washer: The washer is USS Grade 2 carbon steel, or 304 stainless steel. ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be consulted as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. Inc.. express or implied as to any finding or other mailer In this report, or as to any product covered by the report. Copyright © 2006 Page 1 of 5 Page 2 of 5 2.4 ANKR -TITE ATiI Anchor: 2,4.1 General: The expansion wedge —type anchor is designed for making structural connections to uncracked, normal - weight concrete. The ANRK -TiTE ATII anchor features a clip that expands over a mandrel to setthe anchor. 2.4.2 Installation: A hole of the same diameter as the anchor is drilled into, and perpendicular to, the surface of the concrete, using drill bits in compliance with ANSI B212.15- 1994. The concrete thickness must be at least 1.5 times the hole depth. The hole length must exceed the intended embedment by 11/ inches (38 mm). To clean the hole, compressed air and a wire brush are used. The washer and nut are assembled so that the nut rests below the chamfered head. The anchor body is placed into the hole. The nut must be tightened three to five turns. The clip will expand against the side of the predrilied hole. See Tables 4 and 5 for allowable loads, edge distances, spacings and embedment depths. 2.4.3 Materials: 2.4.3.1 Clip: The clip Is manufactured from ASTM A 366 carbon steel. 14.3.2 Stud: The stud is manufactured from AISI 1022 or 121-14 carbon steel. 2.4.3.3 Washer: The washer is SAE Grade 2 carbon steel. 2.4.3.4 Nut: The nut is ASTM A 563 Grade A carbon steel. 2.5 Design: Allowable static shear and tension loads are described in applicable tables in this report. Allowable loads for anchors installed in normal- weight concrete subjected to combined shear and tension are determined by the following equation: (P/P, )513+ ( Vs /V, )513 s 1 where: P8 = Pt = Ve = V, _ Applied service tension load. Allowable service tension load. Applied service shear load. Allowable service shear load. The anchors cannot be subjected to vibratory loads such as those created by reciprocating engines, crane loads and moving loads due to vehicles. Except as permitted by the footnotes to the tables, use of anchors in resisting earthquake or wind loads is beyond the scope of this report. The allowable load values indicated in the tables are maximum values and may not be increased for duration of loads such as wind or seismic loads, except as permitted by the footnotes to the tables. 2.6 Special Inspection: When special inspection is required as noted in the tables, compliance with UBC Section 1701 or IBC Section 1704, as applicable, is necessary. For all anchors, the special inspector must be on the jobsite continuously during anchor installation, to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, anchor spacings, edge distances, slab thickness, anchor embedment and tightening torque. 2.7 Identification: The package or box containing the anchors is labeled with the anchor diameter, length and type; the company name (Wej - it); the evaluation report number (ER- 1821); and the name of the quality control agency (SGS U.S. Testing Company, Inc.). The expansion ring on the ANKR -TITE anchor is passivated with blue -dyed chromate for identification. Each anchor is stamped on the head with the Wej -it logo and the length code. The length codes appear in Table 6. 3.0 EVIDENCE SUBMITTED Data in accordance with the Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements (AC01), dated April 2002; descriptive details and a quality control manual. 4.0 FINDINGS That the Wej -it Anchor Boit, ANKR -TiTE Wedge Anchor and ANKR-TITE ATII Anchor described In this report comply with the 1997 Uniform Building Code TM the 2000 international Building Code° and the 2000 International Residential Code° (IRC), subject to the following conditions: 4.1 Allowable shear and tension loads are as described in Section 2.5 and applicable tables. 4.2 The minimum spacing, embedment depth, and edge and end distances conform to applicable tables of this report. 4.3 Calculations justifying that applied loads comply with this report must be submitted to the building official for approval. 4.4 Since an ICC -ES acceptance criteria for evaluating the performance of anchors In cracked concrete is unavailable at this time, the use of anchors is limited to installation in uncracked concrete, Cracking occurs when f, > fr due to service loads or deformations. 4.5 Anchors are not permitted for use in conjunction with fire- resistive construction. Exceptions would be: • Anchors resist wind or seismic loading only. • For other than wind or seismic loading, special consideration is given to fire exposure conditions. 4.6 Where required by the tables of this report, special inspection is provided in accordance with Section 2.6. 4.7 Use of carbon -steel anchors is limited to dry, interior locations. Use of ANKR -TITE stainless steel wedge anchors is permitted in exterior - exposure or damp environments. 4.8 Use of anchors in resisting earthquake or wind loads is beyond the scope of this report, except as permitted in the footnotes to the tables in this report. 4.9 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is beyond the scope of this report. 4.10 Anchors are manufactured at the Wej -it Fastening Systems facilities in Tulsa, Oklahoma, under a quality control program with Inspections by SGS U.S. Testing Company, Inc. (AA -651). This report is subject to re- examination in one year. Page 3 of 5 TABLE 1-- ALLOWABLE LOADS FOR WEJ-T9 WEDGE ANCHORS INSTALLED IN 2,000 psi STONE- AGGREGATE CONCRETE',' ANCHOR MINIMUM ANCHOR CRITICAL EDGE CRITICAL ANCHOR TENSION' SHEAR DIAMETER, d EMBEDMENT, h„° DISTANCE, ca SPACING, s.r. (pounds) (pounds) (inch) (inches) (inches) (inches) With Special Inspec- lion' Without Special Inspec- Lion' 114 11/, 2 6 140 305 6118 11/4 23/16 51/2 165 305 3/2 1114 234, 91/2 125 305 1/2 1314 31/16 9114 195 750 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa. The tabulated values are for anchors installed at the specified spacing (sq) and edge (ca) distances. 2The tabulated values are for anchors Installed in concrete having the designated ultimate compressive strength, or higher, at the time of installation. 3The Wej -it anchor illustrated: 4The embedment depth (h,,) is the distance from the concrete surface to the installed end of the anchor after the anchor is set. 'The tension values are applicable when the anchors are installed without special inspection as set forth in Section 2.6 of this report. When the anchors are installed with special inspection as set forth in Section 2.6 of this report, the tabulated values may be increased by 100 percent. TABLE 2—ALLOWABLE LOADS FOR ANKR -TITE® WEDGE ANCHORS INSTALLED IN STONE- AGGREGATE CONCRETE1.2'3" ANCHOR DIAMETER (Inch) MINIMUM EMBEDMENT DEPTH, h„ (inches)' CRITICAL EDGE SPACING, ca. (inches) CRITICAL ANCHOR SPACING, s„, (inches) CONCRETE STRENGTH, f,, 2,000 psi 3,000 psi 4,p44 psi Tension (pounds) Shear (pounds) Tension (pounds) Shear (pounds) Tension pounds) Shear (pounds) With Special Inspec- tion' Without Special tnspec- lion' With Special Inspec- lion' Without Special Inspec- Lion' with Special inspsa- lion' Without Special inspec- Lion' 3 /37 13/4 2'/e 51/4 575 290 .685 590 295. 695 600 300 700. 1/27 21/2 33/4 71/3 1,045 520. 1,370 1,090 540 1,400 1,125 560 1,420 5/11 31/4 4' /e 93/4 2,650 825 - 2,085 1,765 - 885 2,260 .1,890. 945 2,440 3/4 3314 51/4 111/4 2,145 1,075 3,390 2,190 1,095 3,650 2,190. 1,095 3,650_ For Si: 1 inch = 25.4 mm 1 lbf = 4.45 N, 1 psi = 6.89 kPa. 1The tabulated values are for anchors Installed at the specified spacing (sa) and edge (c ,.) distances. Spacing distances may be reduced to 0.5 sa provided the tension and shear values are reduced by 40 percent. Edge distance may be reduced to 0.5 ow, provided the tension values are reduced by 40 percent and the shear values are reduced by 50 percent. Linear interpolation may be used for intermediate spacings. 2The tabulated values are for anchors Installed in concrete having the designated ultimate compressive strength at the time of installation. 'The allowable tension and shear loads for the carbon steal ANKR-TITE wedge anchors are permitted to be increased by 33 percent for anchors resisting wind or seismic loads. 4The embedment depth (h,) is the distance from the concrete surface to the installed end of the anchor after the anchor is set. 'The tension values are applicable when the anchors are installed with special Inspection as set forth in Section 2.6 'The tension values are applicable when the anchors are installed without special inspection as addressed in Section 2.6. 'For carbon steel, 2/a- and 1/2-inch-diameter ANKR -TITE wedge anchors, the tabulated tension and shear values may be increased by 10 percent. 'The ANKR -TITE wedge anchor illustrated: MM1!lNiL� liiiiililllp111RlIllilll1111 „u,n{um:u.i•nmun, Page 4 of 5 TABLE 3-ALLOWABLE LOADS FOR CARBON STEEL ANKR -TiTE5 WEDGE ANCHORS INSTALLED IN LIGHTWEIGHT CONCRETE FILLED STEEL DECK''2 ANCHOR DIAMETER (Inch) MINIMUM ANCHOR EMBEDMENT' (inches) CRITICAL EDGE DISTANCE (Inches) CRITICAL ANCHOR SPACING (inches) TENSION (pounds) SHEAR (pounds) With Special Inspections Without Special inspections 3 /e 13/4 3 3'/2 6 7 12'/4 605 790 300 395 1015 - r/ 2'/2 5 10 885 430 1260 2 4 8 18 1070 535 220 375 5 /8 31/4 5 61/3 10 13 22'/2 1050 1260 525 630 1470 - s /4 33/4 51/2 7'/z 11 15 243/4 1285 1925 640 960 2010 - For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa. 'The tabulated values are for carbon steel ANKR-TITE wedge anchors installed as shown in Figure 1 at the specified spacing and edge distance. 2The tabulated values are for anchors installed in lightweight concrete filled steel deck with the concrete having a compressive strength of 3000 psi at the time of anchor installation. The steel deck must have a minimum base -metal thickness of 0.0346 inch. 'The embedment depth is the distance from the steel surface to the embedded end of the anchor after the anchor is set. 4The tension values are applicable when the anchors are Installed with special inspection as set forth in Section 2.6. 5The tension values are applicable when the anchors are installed without special inspection as addressed In Section 2.6. TABLE 4-- ALLOWABLE SHEAR AND TENSION VALUES FOR ANKR -TITE ATII WEDGE ANCHORS INSTALLED iN STONE- AGGREGATE CONCRETE1•24,8.7 ANCHOR DIAMETER, 0 (inch) MINIMUM ANCHOR EMBEDMENT', by (inches) CRITICAL EDGE DISTANCE, c,,. (inches) CRITICAL ANCHOR SPACING, CONCRETE STRENGTH . 2,000 psi 3,000 psi 4,000 psi Tension Shear Tension Shear Tension Shear (Inches) (pounds)' (pounds) (pounds)3 (pounds) (pounds)3 (pounds) 1/4 1'/4 2 17/8 3 33/4 6 220 375 330 410 250 395 370 410 280 415 410 410 a/ 13/4 25/8 5'/4 445 740 535 835 630 830 3 3 41/2 9 685 1,065 755 1,065. 830 1,065 14 21/2 33/4 71/2 690 1,485 820 1,640 950 1,790 4 6 12 1.085 1,825 1,205 1,825 1,325 1,825 8/ 3 41/2 9 1,025 1,765 - 1,100 2,115 1,175 2,465 3 42/8 7' /2 13 1,640 2,495. 1,780 2,495 1,920 2,595. 2/ 33/4 53/5 10'/2 1,375 2,645 1,530 2,990 1,690 3,330 4 53/8 9 16 2,075 3,330 2,410 3,330 2,740 3,330 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa, 1 ft. -lb. =1.355 N -m. 'The tabulated shear and tensile values are for anchors installed in stone - aggregate, normal- weight concrete having the designated ultimate compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI Specification 8212.15 -1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are Installed without special inspection as set forth in Section 2.6. When the anchors are installed with special inspection as set forth in Section 2.6, the tabulated values may be increased by 100 percent. 'The embedment depth (hy) is the distance from the concrete surface to the installed and of the anchor after the anchor Is set. 3Load adjustments for spacing and edge distances less than those found in this table are noted in Table 5. `The allowable loads for the 1/4 -, 3 /8-,' /z -, 5 /8- and 3/4 -inch- diameter anchors with embedments of 11/4, 13/4, 2'4, 3 and 33/4 inches, respectively, are permitted to be increased by 33 percent for anchors resisting wind or seismic loads. 7The ANKR-TITE ATII anchor illustrated: IUIpAI /DijilUlpIIUllij; Page 5 of 5 TABLE 5—LOAD ADJUSTMENT FACTORS FOR ANKR-TITE ATI! WEDGE ANCHORS INSTALLED IN STONE-AGGREGATE CONCRETE PARAMETER ANCHOR DIAMETER (inch) 1/4 3/9 1/2 3 /g. 3/4 Minimum embedment, hi, (inches) 1114 1314 2113 3 33/4 Minimum edge distance, c„,U, (inches) 1 13/a 1718 21/4 23/3 Tension load factor for minimum edge distances 0.75 0.75 0.75 0.75 0.75 Shear load factor for minimum edge distances 0.35 0.35 0.35 0.35 0.35 Minimum spacing, sat, (inches) 174 2$/3 33/4 4112 5512 Tension load factor for minimum spacing 0.60 0.60 0.60 0.60 0.60 Shear load factor for minimum spacing 0.75 0.75 0.75 0.75 0.75 For SI: 1 inch = 25.4 mm. TABLE 6— LENGTH IDENTIFICATION CODES 1 CODE LENGTH OF ANCHOR (Inches) CODE LENGTH OF ANCHOR (inches) < 111U.0z -tiY�2 11/2 < 2 N 8 < 81/2 2 < 21/2 0 81/2 < 9 21 /2 < 3 P 9 < 91 /2 3 < 31/2 Q 91/2 < 10 31/2 <4 R 10 <11 4 < 41/2 S 11 < 12 41/2 < 5 T 12 <13 5 < 51/2 U 13 < 14 51/2 < 6 V 14 < 15 6 < 61 /2 W 15 <16 614 <7 X 16 <17 7 < 7112 Y 17 < 18 71/2 < 8 Z 18 < 19 For SI: 1 inch = 25.4 mm. Steel Deck with Lightweight Concrete Fill Shear force -F r- � wej-it ANKR- I t I t Wedge Anchor --" 1 Tension force Typical Hole Location E= Embedment depth In Inches (Si; 1 Inch = 25.4 mm) W3 FORMLOI( 20 gaga galvanized FIGURE 1-ATTACHMENT FOR ANKR-TITE WEDGE ANCHORS IN CONCRETE FILLED STEEL DECK MIAMI- COUNTr BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Wej -it Fastening Systems 10541 E. Ute Tulsa, OK 74116 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ANKR TITE CCAT Wedge Anchor APPROVAL DOCUMENT: Drawing No.1, titled "CCAT Wedge Anchor", Sheets 1 through 4 of 4, Rev. 3 dated 09/17/09, prepared by Wej -it Fastening Systems, signed and sealed by Lee W. Mattis, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buldingcode NOA No: 09 -0319.05 Expiration Date: October 28, 2014 Approval Date: October 28, 2009 Page 1 Wei -it Fastening Systems NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 1, titled "CCAT Wedge Anchor", Sheets 1 through 4 of 4, Rev. 3 dated 09/17/09, prepared by Wej -it Fastening Systems, signed and sealed by Lee W. Mattis, P.E. B. TESTS 1. Test report on Tension and Shear Capacity of/2 ", 5/8" and 3/4" diameter ANKR. -TITE CCAT Wedge Anchors per ASTM E 488 and ACI 355.2, prepared by CEL Consulting, Test Report No. 8W162 and Suplement No. 8A10, dated 05/23/09, signed and sealed by Lee W. Maths, P.E. 2. Test report on Corrosion Resistance of Wej -it Concrete Sleeve Anchors per ASTM G 85, Annex 5 and TAS 114, Appendix E, prepared by Testing Evaluation Laboratories, Inc, Test Report No. TEL 08- 01530003, dated 02/08/08, signed by Wendell W. Haney, P.E. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (B.CCO) F. STATEMENTS 1. Code Compliance and no financial interest letters issued by CEL Consulting, dated 07/14/09, signed and sealed by Lee W. Maths, P.E. E -1 ,® /Q r9 arlos M. Utrera, P.E. Product Control Examiner NOA No 09- 0319.05 Expiration Date: October 28, 2014 Approval Date: October 28, 2009 Wej -it ANKR -TITE CCAT Wedge Anchor Description: ANKR -TITE CCAT Wedge Anchors, 1/2" through 3/4" diameter, are zinc plated to ASTM B -633 Federal Specification QQZ -325, Type II, Class 3 with clear chromate added as the standard finish. The anchors are manufactured from UNS G 10350 (AISI 1035) steel, and the expansion elements are manufactured from AISI 316 stainless steel. INSTALLATION INSTRUCTIONS 1 Drill the hole perpendicular to the surface with a carbide tipped bit that meets ANSI B212.15 specification using a rotary hammer drill with percussion. The drill bit size will be the same as the anchor diameter that is being installed. To assure full holding power do not ream the hole or allow the bit to wobble. 2. Drill the hole a minimum of 1/4" deeper than the specified embedment but not closer than two diameters to the bottom (opposite) surface of the concrete. 3. Clean the hole using a nylon brush and dry oil free compressed air. A clean hole is necessary for proper performance of the anchor. 4. Assemble the nut and washer so that the anchor extends above the nut slightly. Install/hammer the anchor through the material to be fastened. 5. Installing the ANKR -TITE Series of anchors with a torque wrench is recommended for optimum performance. Refer to the above table. 6. Follow installation instructions. If there is any confusion, contact us prior to installation of this product at 800 - 343 -1264 Approved Florida as Code with the Data / Wit 1 �' NOM 4,CIP 05 Miami Dade Coand Division w -0.09 STATR DP Model Number CCAT1223 CCAT 1241 CCAT 1270 CCAT1210 CCAT5832 CCAT5850 CCAT5870 CCAT 5812 CCAT3441 CCAT3452 CCAT3470 CCAT3410 Size (inches) 1/2x23/4 1/2 x 4 1/4 1/2x7 1/2 x 10 5/8 x 3 1/2 5/8 x 5 5/8 x 7 5/8 x 12 3/4 x 4 1/4 3/4 x 5 1/2 3/4 x 7 3/4 x 10 Model Number CCAT 1233 CCAT1252 CCAT 1282 CCAT5841 CCAT5860 CCAT5882 CCAT3443 CCAT3461 CCAT3482 CCAT3412 Size (inches) 1/2 x 3 3/4 1/2 x 5 1/2 1/2 x 81/2 5/8 x 4 1/4 5/8 x 6 5/8 x 8 1/2 3/4 x 4 3/4 3/4 x 6 1/4 3/4 x 8 1/2 3/4 x 12 Lee W. Mattis, No. 47797 Title: CCAT Wedge Anchor Drawing No: 1 Rev. 3 9/17/09 By: LM Wej -It Fastening Systems 10541 E. Ute Tulsa, OK 74116 Page 1 of 4 TABLE 1 - ANKR -TITE CCAT WEDGE ANCHOR INSTALLATION INFORMATION Characteristic Symbol Units Nominal Anchor Diameter 1/2 Finch) 3/4 installation Information Outside diameter do in. 1/2 5/8 3/4 Drill bit diameter d in. 1/2 5/8 3/4 Installation torque Toe ft -Ibf 75 125 225 Minimum nominal embedment depth hnom in. 31/4 5 1/2 4 6 3/8 41/2 7 3/4 Effective embedment depth haf in. 2 3/4 5 3 3/8 5 3/4 3 3/4 7 Critical edge distance CeC in. 41/8 71/2 5 8 5/8 71/2 101/2 Minimum edge distance Cmn in. 51/2 5 5 5/8 Minimum spacing sewn in. 81/4 9 1/4 5 5/8 Minimum concrete thickness hm,,, in. 6 I 10 6 3/4 I 11 1/2 71/2 1 14 Anchor Data Specified yield strength of anchor steel fy, psi 88,000 83,000 73,000 Specified tensile strength of anchor steel fa, psi 110,000 104,000 91,000 Effective tensile and shear stress area Ase in2 0.116 0.144 0.219 t I For SI: 1 inch = 25.4 mm, 1 fbf = 1.356 N -m, 1 psi = 6.89 Pa, 1 ink = 645 mm`, 1 Ib /in = 0.175 N /mm 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. Appraeedrgwirtdttr Date NO Muni Dade Division Sy Title: CCAT Wedge Anchor Drawing No: 1 Rev. 3 9/17/09 By: LM Wej -It Fastening Systems 10541 E. Ute Tulsa, OK 74116 Page 2 of 4 TABLE 2 - ANKR-TITE CCAT WEDGE ANCHOR CHARACTERISTIC TENSION STRENGTH DESIGN VALUES1'2'3'6 Characteristic Symbol Units Nominal Anchor Diameter inch) 1/2 518 3/4 Anchor Category 1, 2, or 3 — 1 1 1 Effective embedment depth he in. 2 3/4 5 3 3/8 5 3/4 3 3/4 I 7 Steel Stren th in Tension (ACI 318 Section D.5.1)4 Tension resistance of steel Nsa lbf 12,760 14,980 19,930 Strength reduction factor -steel failure (� 0.65 _ Concrete Breakout Strength in Tension (ACI 318 Section D.5.2) Effectiveness factor - uncracked concrete Now 24 — Effectiveness factor - cracked concrete k 17 _ Ratio of k„na/kcr Xc,N — 1.41 Strength reduction factor- concrete breakout failure 0 65 Pull -Out Strength in Tension (ACI 318 Section D.5.3) Pullout resistance uncracked concrete (f, = 2,500 psi) Npn,c lbf 4,737 5,115 7,082 12,734 N /A5 16,607 Pullout resistance cracked concrete (fs = 2,500 psi) N p" ""� lbf 2,616 3,584 5,144 6,645 N /A5 11,849 Strength reduction factor- pullout failure ,Pp 0.65 Tension Strength for Seismic Applications (ACI 318 Section D.3.3.3) Tension resistance of single anchor for seismic loads (f, = 2,500 psi) Npn,e' ibf 2,616 3,584 5,144 6,645 N /A5 11,849 Strength reduction factor- pullout failure 0.65 Axial stiffness in service load range fi lb/in 36,694 66,733 94,794 For SI: 1 inch = 25.4 mm, 1 ft-lbf =1.356 N -m 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 Section D.3.3 must apply. 2lnstallation must comply with published instructions and details. 3AIl values of (/) apply to the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of (/) must be determined in accordance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appendix D requirements for Condition A, the appropriate rP factor must be determined in accordance with ACI 318 D.4.4. 4The ANKR -TITE anchor is considered a brittle steel element as defined by ACI 318 D.1. 5Pullout strength will not control design of indicated anchors. SThe nominal pullout strength in tension of the 5 /8 "x 5 -3/4" and the 3/4 "x7" (anchor diameter x embedment depth) anchors in uncracked concrete can be adjusted by: Npn,fc= Np,a, «(fc/2500)0•2 (lb, psi) or Npn,fc= Np,,(fc /2504)02 (lb, psi) The nominal pullout strength in tension of all other anchors in uncracked and cracked concrete can be adjusted by: Npn.fo= Np,,,a(fc/2500) °'5 (Ib, psi) or Npn.fc= Np,a{fc/2500) °5 (lb, psi) Approved as etettplytne wi1T3do Florida Bu ,aS Date Title: CCAT Wedge Anchor Drawing No: 1 Rev. 3 9/17/09 By: LM Wej -It Fastening Systems 10541 E. Ute Tulsa, OK 74116 Page 3 of 4 TABLE 3 - ANKR -TITE CCAT WEDGE ANCHOR CHARACTERISTIC SHEAR STRENGTH DESIGN VALUES1'2'2 Characteristic Symbol Units Nominal Anchor Diameter {inch) 1/2 518 ( 3/4 Anchor Category 1, 2, or 3 1 1 1 — Effective embedment depth he in. 2 3/4 5 3 3/8 5 3/4 3 3/4 7 le in. 2 3/4 5 3 3/8 5 3/4 3 3/4 7 — do in. 1/2 1/2 5/8 5/8 3/4 3/4 — Steel Stren th In Shear (ACI 318 Section D.6.1)4 Shear resistance of steel Ka lbf 7,956 8,986 11,957 Strength reduction factor -steel failure 0.60 Concrete Breakout Strength in Shear (ACI 318 Section D.6.2) Effectiveness factor - uncracked concrete km, — 24 Effectiveness factor - cracked concrete 17 Ratio of k,,,/kC1. AN 1.41 - Strength reduction factor - concrete breakout failure 0.70 Shear Resistance Shear resistance uncracked concrete (f, = 2,500 psi) Vpaer lbf 5,804 7,257 7,217 8,986 8,683 11,957 Shear resistance cracked concrete (f = 2,500 psi) Vpnmicr lbf 3,599 7,159 7,217 8,986 8,683 11,957 Strength reduction factor - pullout failure 0p 0.70 Shear Strength for Seismic Applications (ACI 318 Section D 3.3.3) Shear resistance of single anchor for seismic loads (f, = 2,500 psi) Vpn "eq lbf 3,239 6,476 5,055 8,154 8,504 11,957 Strength reduction factor - pullout failure �� 0.70 r For SI: 1 inch = 25.4 mm, 1 ft -Ibf =1.356 N -m 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 Section D.3.3 must apply. 2lnstallation must comply with published instructions and details. 3All values of 0 apply to the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value of rA must be determined in accordance with ACI 318 D.4.5. For reinforcement that complies with ACI 318 Appendix D requirements for Condition A, the appropriate 0 factor must be determined in accordance with ACI 318 D.4.4. 4The ANKR -TITE anchor is considered a brittle steel element as defined by ACI 318 D.1. Refer to ACI 318 Appendix D for design requirements. DAM Pia 17` 0 9 illli -rI `.,s Miami Divis Title: CCAT Wedge Anchor Drawing No: I Rev. 3 9/17/09 By: LM Wej -It Fastening Systems 10541 E. Lite Tulsa, OK 74116 Page 4 of 4