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HomeMy WebLinkAbout154 Venetian Bay Cir (2)RECEIVED OCT 1201 CITY OF SANFORD BUILDING & FIRE PREVENTION 0 PERMIT APPLICATION Application No: ocumented Construction Value: $; Job Address: S U d ' s G Historic District: Yes 0 lvv-9— Parcel ID: `.- I Zoning: Description of Work• f/l Plan Review Contact Person: Phone: Na Str Cit h Title: Fax: E-mail: Phone: Resident of property? Contractor Information Name Phone: Street: Fax• City, State Zip: State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Phone: Fax: E-mail: Mortgage Lender -f Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing 11, New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Y 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of 0 er/Agent Date Print Owner/Agent's Name S a re of Notary -State of 1 rida Date Owner/ Agent is Personally Kno-wp to Me or Produced ID Type of ID L APPROVALS: ZONING: -lSs IC) UTILITIES: ENGINEERING: COMMENTS: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: %/ Rev 11.08 J 4 OWNER BUILDER STATEMENT/AFFIDAVIT G C-01 a Aftamante-Springs—,-Gasselberry, Lake Mary, od-O-vje_ Canfordl Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for -- - homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT'THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or, leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it A for sale or lease, which violates this exemption. f I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction'. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct' supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity; I will abide by all applicable laws and requirements that govern owner -builders as well as employers. `I 'also understand that the construction must comply with all applicable laws, ordinances, building' codes; and l am of aware of construction practices and I have access to the Florida Building Codes. G 5 nderstand thatl mayobtain more information regarr ing my obligations as an employer fromtheTnterna Revenue Services the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the. Florida- Construction hid Licensing Board at I-850-487-1395 or at www myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my. name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. Z I agreetonotify the building department immediately of any additions, deletions, or changes to any ofthe information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any; financial loss t at,you sustain as a result of.a complaint. Your only remedy against an unlicensed contractor may be in', ivil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable, for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying. whether : the contractor is property licensed and the status of the contractor's workers' compensation coverage: ` Property Address: do hereby state that I am- qualified an pable. of pe forming`the e ested co truction involved with the permit application filed and agree to the conditions specifie lzo_v G S ature of Owner-B Ider Date Form of Identification Must be Photo ID) U A violation of this .exemption is a misdemeanor o the first degree punishable by,a term of imprisonment not exceeding 1 year and a . $1,000.00 fine in addition to any civil` penalties.. In addition,. the local . permitting jurisdiction shall withhold final approval, revoke the permit, or pursue, any action -or remedy for unlicensed activity against the owner and any person performing work that requires licensure under. the permit issued. Rev. 9.14.2009 ' Seminole County Property Appraiser Get Information by Parcel Number Page 1. of 1 PARCE 7 DAVID.IOHHsoN ,CFA; A.SA W .2 d PROPERTY 4644 42d:1 w d4 51 SEAlINOLE OOUNTYFL TILE Tk F ' 11D7 E Flrtsr s-r - 41 61 78 .4 ?3 7 71 ?G pe $3 P.? 1 1.7538 VALUE SUMMARY VALUES 2011 2010 Workinci Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 23-19-30-502-0000-0470 Number of Buildings 1 1 Owner: JONAS,ANNA J Depreciated Bid g Value 99,040 99,296 Mailing Address: 154 VENETIAN BAY CIR Depreciated EXFTYaIue s0 0 CityState,ZipCode: SANFORD FL 32771 Land Value (Market) 26;000 26,000 Property'Address: 154,VENETIAN BAY CIR SANFORD 32771 Land Value Ag 0 0 Subdivision Name: VENETIAN BAY Just/Market Value 125,040 125,296TaxDistrict: S1-SANFORD Porta blityAdj 0 0Exemptions: 00-HOMESTEAD(2005) Save,Our Homes Adj 01 0Dor: 01-SINGLE FAMILY Amendment 1 A j $0 0 Assessed Value (SOH) 125,040 125,296 Tax Estimator , 2011 TAXABLE VALUE WORKING ESTIMATE Taxing,Authority Assessment Value " ExemptValues Taxable Value County General Fund 125,040 50,500 74,540 Amendment 1 adjustment"is notapplicable to school assessment)' Schools 125,040 25,500 99,540 City Sanford 125,040 50,500 74,540 SJWM(Saint Johns Water Management) 125,040 50,500 74,540 County Bonds 125,040 1, $50:5001 74,540 The taxable values and, taxes are calculated using the,current years working values and the, prior years approved millage.rates. SALES 2010 VALUE SUMMARY Deed Date . Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: 1,697 WARRANTY DEED 12/2004 05588 -1911 $208,300 Improved Yes 2010 Certified Taxable Value and Taxes WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant No DOES,NOT INCLUDE NOWAD VALOREM ASSESSMENTS Firid Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick LOT 0 0 1.000 26,000:00 $26,000 LOT 47 VENETIAN BAY PB 63 PGS 84 -'88 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF EXt'WalI; Bid Value Est. Cost New Building 1' SINGLE FAMILY 2004 9 1,611 2,204 Sketch 1,611 CB/STUCCO FINISH $99,040 1.02,367 Appendage lSgft OPEN PORCH"FINISHED/112 Appendage°] Sqft '. OPEN PORCH FINISHED / 53 Appendage / Soft GARAGE FINISHED / 428 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE`. Assessed values shown are NOT certified values and: therefore are subject to change before being finalized for ad valorem tax purposes. if you recently. purchased a homesteaded; property. your nex6 ear'sproperty,tax will be based on.Just/Market value. - http://www. sepafl.org/web/re web.seminole county—title?parcel=23193050200000470&... 10/'14/2010 fUr' Qt caw c.ri b UI r leit V atrr • orrsFr _ . LOT 47 B' GRAVING f l . 2a..3 50, FT. cly Erg f Cb CITY OF SANFORI) - 0901M G NAN REVIEW PLANNING ANO DEVELOPMEN a S RVICES APPROVED 8 .4 DATE IU l i8. vo VF, n i o 1 •o 81EV Q.p d+ G a l NaL 1 r l ; ! cn - rlN. rL. S1+Tlli LOT 48 14.7 E 4-4 ml N 000 Eta ' oe''2 "FY 7.8.1 ' 5Fr S' orFSFT. f5 ' 011 I C K wA U is ' •t3 r ,- Table 9.1 Allowable Loads for Concrete Anchors Screw Size d = diameter EmbedmentDepth In.) Min, Edge DIsL 8 Anchor Spacing 5d (in.) Allowable Loads r Tension Shear ZAMAC NAILIN (Drive Anchors) 1/4" 1-112" 1-114" 273# 236# 1.1/ " 316# 236# TAPPERi(Concrete S`cre'ws) 3/16" 1-1/4" 1'51 288# 167# 1-3/4" 15/16". 371# 259# 174" 1-1/4" 1-1/4" - 427# 200# 1-314" 1.1/4" 5444 216# 3/8" 1-112" 1-3/4" 1-9/16" 3-318" 511# 703# 402# 455# POWER BOLT (Expansion Bolt) 114" 2" 1-1/4" 624# 261# 5116" 3" 1.7/8". 936# 751# 318" 3.112" 1-9116" 1,575# 1,425# 1/2" 5" 2-1/2" 2,332# 2,220# POWER STUD (Wedge -Bolt®) 1/4" 2-314" 1.114" 812# 326# 3/8" 4-1/4" 1-7/8" 1.358# 921# 1/2" 6" 2-1/2" 2,271# 1,218# 5/81, 1 7" 2-1/4" 3,288# 2,202# weage non 114" 2.1/2" 2-1/4" 878# 385# 318" 3-112" 3.1/4" 1,7054 916# 112" 4" 3.3/4" 1,774# 1,095# Notes: 1. Concrete screws are limited to 2' embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for wind load. 6. Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. Manufacturers recommended reductions for edge distance of 5d have been applied. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam with: spacing = 7'-0' O.C. allowed span = 20'-5' (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = 1/2(20.42') x 7' x 10# / Sq. Ft. ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.70# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 8d 1.11 1.60 9d 1.14 1.80 10d 1.18 2.10 11d 1.21 12d 1.25 Table 9.2 Wood & Concrete Fasteners for Open or Enclosed Buildings Loads and Areas for Screws in Tension Only Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (27.42 # / SF) w1- oe..- ., - i- 11. nnou I.- P---- -i- Ta- .. w..n..,., -ki... .1 CONNECTING TO: WOOD for OPEN or ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4 1" 264# - 10 SF 528# - 19 SF 792# - 29 SF 1056# - 39 SF 1/4"0 1-1/2" 396#-14 SF 792#-29 SF 1188#-43 SF 15844-58 SF 2.1 /2" 660# - 24 SF 1320# - 48 SF 1980# - 72 SF113- 96 SF 1" 312#-11 SF 624#-23 SF 936#-34 SF46 SF 5/16"o 1-1/2" 468# - 17 SF 936# - 34 SF 1404# - 51 SF68 SF 2-1/2" 78D# - 28 SF 1560# - 57 SF 2340# - 85 SF114 SF 1" 356# - 13 SF 712# - 26 SF 1066# - 39 SF 52 SF 318"a 1-112" 534# - 19 SF 1068# -39 SF 1602#-58 SF7 F8S 2-112" 890# - 32 SF 1780# - 65 SF 2670# - 97 SF130 SF CONNECTING TO: CONCRETE [Min. 2,500 psl] for PARTIALLY ENCLOSED Buildings Fastener Diameter Length ofi Embedment Number of Fasteners 1 2 3 4 TYPE OF FASTENER Quick Set" Concrete Screw (Rawl Zamac Nailin or Equivalent) 1/4"a 1-1/2" 273#-10 SF 546#-20 SF 819#-30 SF. 1092#-40 SF 2" 316# - 12 SF 632# - 23 SF 948# - 35-SF . 1264# - 46 SF s, ,E OF FASTENER Concrete Screw (Rawl Tapper or Equivalent 116"o 1-1/4" 288#-11 SF 576#-21 SF 864#-32 SF' 1152#-42 SF r-1/4"o 1-3/4" 371#-14 SF 742#-27 SF 1113#-41 SF, 1484#-54 SF 1-1/4" 365# - 13 SF 730# - 27 SF 1095# --40 SF 1460# - 53 SF 13/4" 427# - 16 SF 854# - 31 SF 1281# - 47 SF 17084 - 62 SF 318"o 1-1/2" 511#-19 SF 1022#-37 SF 1533#-56 SF 2044#-75 SF 1314" 703# - 26 SF 1406# - 51 SF 2109# - 77 SF 2812# - 103 SF TYPE OF FASTENER Expansion Bolts (Rawl Power Bolt or Equivalent) 3/8"o 2-1/2" 1050# - 38 SF 2100# - 77 SF 3150# - 115 SF 4200# - 153 SF 3-1/2" 1 1575# - 57 SF 3150# - 115 SF 4725# - 172 SF 6300# - 230 SF 1/2"o 3" 1 1399# - 51 SF 1 2798# - 102 SFJ 4197# - 153 SFJ 5596# - 204 SF 5" 1 2332#-85 SF 14664#-170 SFJ 6996#-255 SFJ 9328#-340 SF Note: 1. The minimum distance from the edge of the concrete to the concrete anchor and spacing between anchors shall not be less than 5d where d is the anchor diameter. 2. Allowable roof areas are based on loads for Glass / Enclosed Rooms (MWFRS); I = 1.00. 3. For partially enclosed buildings use a multiplier h roof areas of 0.77. 4. For sections 1 & 2 multiply roof areas by 1.30. WIND LOAD CONVERSION TABLE: For Wind Zones/Regions other than 120 MPH Tables Shown), multiply allowable loads and roof areas by the conversion factor. WIND REGION APPLIED LOAD CONVERSION FACTOR 100 26.6 1.01 110 26.8 1.01 - 120 27.4 1.00 123 28.9 0.97 130 32.2 0.92 140-1 37.3 0.86 140-2 37.3 0.86 150 42.8 0.80 Table 9.3 Wood & Concrete Fasteners for Partially Enclosed Buildings Loads and Areas for Screws in Tension Only Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (35.53 # / SF) Table 9.4 Maximum Allowabld Fastener Loads for SAE Grade 5 Steel Fasteners Into 6063 T-6 Alloy Aluminum Framing As Recommended By Manufacturers) Self-Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Scro Il It owable Tensile Loads on Screws for Nominal Wall Thickness (T) (Ibs.) All22864" 1 139 153 200 228 255 10 1 0.190" 141 161 177 231 263 295 12 0.210" 156 178 196 256 291 327 14 0.250" 186 212 232 - 305 347 389 529 1/4" 0.240" 179 203 223 292 333 374 508 0.3125" 232 265 291 381 433 486 661 3/8" 0.375" 279 317 349 457 520 584 793 112" 0.50" 373 4 32 465 609 693 779 1057 Allowable Shear Loads on Screws for Nominal Wall Thickness (T) (Ibs.) Screw/Bolt Single Shear Size Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" 8 0.164" 117 133 147 192 218 245 10 0.190" 136 154 170 222 253 284 12 0.210" 150 171 188 246 280 293 14 0.250" 179 203 223 292 333- 374 508 1/4" 0.240" 172 195 214 281 320 358 487 5116" 0.3124 223 254 279 366 416 467 634 3/8" Oa375--1 268 305 335 439 499 560 761 1/2" 0:50" 357 406 447 585 666 747 1015 Allowable Shear Loads on Screws for Nominal Wall Thickness ('t') (lbs.) Double Shear 0.0440.055" 0.072" 0.082" 0.092" 0.125" 343 390 429 561 639 717 974W65085597328321269 536 610 670 878 998 1120 1522 714 18 2 89 4 1170 1332 1494 2030 CONNECTING TO: WOOD for PARTIALLY ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4 1" 264#-7 SF 528#-15 SF 792#-22 SF 1056#-30 SF 114"o 1-1/2" 396#-II SF 792#-22 SF 1188#-33 SF 1584#-45 SF 2-1/2" 660#-19 SF 1320#-37 SF 1980#-56 SF T40#-74 SF 1" 312#-9SF 624#-18 SF 936#-26 SF 1248#-35SF 5/16"o 1-112" 468#-13 SF 936#-26 SF 1404#-40 SF 1872#-53 SF 2-1/2" 780# - 22 SF 1560# - 44 SF 2340# - 66 SF 3120# - 88 SF 1" 356#-10SF 712#' 20 SF 1068#-30 SF 142411-40SF- 318"e 1-1/2" 534# - 15 SF 1068#. - 30 SF 1602# - 45 SF 2136# - 60 SF 2-1/2" 890# - 25 SF, 1780# - 50 SF 26704 - 75 SF 3560# - 100 SF CONNECTING TO: CONCRETE [Min- 2,500 psi] for PARTIALLY ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 4 PE OF FASTENER Quick Set" Concrete Screw (Rawl Zamac Nailin or Equivalent) 114"o 1=112" 233#-8SF 466#-17SF 699#-25 SF 932#-34 SF-- 2" 270# - 10 SF 540# - 20 SF 810# - 30 SF 1080# - 39 SF PE OF FASTENER Concrete Screw (Rawl Tapper or Equivalent) 3116"o 1-1/2" 246# - 7 SF 492# - 14 SF 738# - 21 SF 984# - 28 SF 1-3/4" 317#-9SF 634#-18 SF 951#-27SF 1268#-36 SF, 1/4"o 1-112" 365#-10 SF 730#-21 SF 1095#-315F 1460#-41 SF 1-3/4" 465# - 13 SF 930# - 26 SF 1395# - 39 SF 1860# - 52 SF 3/8"0 1-1/2" 437#-12 SF 874#-25 SF 1311#-37 SF 1748#-49 SF1 1.3/4" 601#-17 SF 1202#-34 SF 1 1803#-51 SF 2404#-68 SF PE OF FASTENER Expansion Bolts (Rawl Power Bolt or Equivalent) 318"e 2-112" 1205# - 34 SF 2410# - 68 SF 3615# - 102 SF 4820# - 136 EF 3.112" 1303# - 37 SF 2606# - 73 SF 3909# - 110 SF 5212# - 147 SF 112"o 3" 1806# - 51 SF 3612# - 102 SF 5418# - 152 SF 7224# - 203 SF 5" 1 993#-56SF 3986# - 112 SF 5979# - 168 SF 7972# - 224 SF Note: 1. The minimum distance from the edge of the WIND LOAD CONVERSION TABLE: concrete to the concrete anchor and spacing For Wind Zones/Regions other than 120 MPH between anchors shall not -be less than 5d where d (Tables Shown), multiply allowable loads and roof is the anchor diameter. areas by the conversion factor. 2. Allowable loads have been Increased by 1.33 for wind loading. 3. Allowable roof areas are based on loads for Glass i Partially Enclosed Rooms (M'vJFRSj 1 = i.u0 4. For Glass / Enclosed Rooms and Sections 1 & 2 use a multiplier to roof area of 1.30. Notes: 1. Suew goes, through two sides of members. 2. All barrel lengths; Cetus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use tables to select rivet substitution for screws of anchor specifications in drawings. 3. Minimum thickness of frame members is 0.036" aluminum and 26 ga. steel. WIND REGION APPLIED LOAD CONVERSION FACTOR 100 25 1.22 110 30 1.11 120 35 1,03 123 37 1.00 130 42 0.94 140-1&2 48 0.88 150 56 0.81 Multipliers for Other Alloys 6063 T-6 1269 5052 H-25 1522 6005 T-5 2030 Table 9.5A Allowable Loads & Roof Areas Over Posts for Metal to.Metal, Beam to Upright Bolt Connections Onen or Enclosed Structures 0 27-42 */SF Fastener diam. min. edge dlstance m(n, ctr. to ctr. No. of Fasteners Roof Area SF) - 1 / Area 21 Area I 31 Area 41 Area 114" 1/2" 518" 1,454 - 53 2,908 - 106 4,362 - 159 5,819 - 212 5/16" 3/8" 7/8" 1,894 - 69 3,788 - 138 5,682 - 207 7,57E - 276 3/8" 3/4" 1" 2,272 - 82 4,544 - 166 6,816 - 249 9,088 - 331 1/2" 1" 1-1/4" 3,030 -110 6060 - 221 9.090 - 332 112; 120 - 442 Table 9.5B Allowable Loads & Roof Areas Over Posts for Metal to Metal, Beam to Upright Bolt Connections Partially Fnclnsad Rfa-fi a n 35 53 SIRP Fastener diam. min. edge distance min. ctr. to ctr. No. of Fasteners / Roof Area (SF) 1 / Area 2l Area 31 Area 41 Area 1/4" Ell 1/2" 8/8" 1,454 - 41 2,908 - 82 4,362 - 125 5,819 - 164 6" 3/8" 1 7/8" 1,894-- 53 3,788 - 107 5,682 - 160 7,576 - 213 3/S" 3/4" 1" 2,272- 64 . 4,544 - 128 6,816 - 192 9,088 - 256 112" 1" 1-114" 3.030 -85" - 6.060 - 171 9,090 - 256 12,120 - 341 Notes for Tables 9.5 A, B: 1. Tables 9.5 A & B are based on 3 second wind gusts at 120 MPH; Exposure "B"; I = 1.0. For carports & screen rooms multiply the Glass / Partially Enclosed loads & roof areas above by-1.3. 2. Minimum spacing is 2-1/2d O.C. for screws & bolts and 3d O.C. for rivets. 3. Minimum edge distance is 2d for screws, bolts, and rivets. Allowable Load Conversions for Edge Distances More Than Sd Edge Distance AllowableMulti Tension LoadIlers I Shear 12d 1.25 11d 1.21 10d 1.18 2.00 9d 1.14 1.80 ad 1.11 1.60 7d 1.08 1.40 6d 1.04 1.20 Sd 1 1.00 1.00 Table 9.6 Maximum Allowable Fastener Loads for Metal Plate to Wood Sunnort Metal to Plywood 1/2" 4 ply 5/8" 4 ply 3/4" 4 ply Shear fibs.) Pull Out Ibs.) Shear Ibs.) Pull Out Ibs.) Shear fibs.) Pull Out Ibs.) ScrewO 8 93 48 113 59 134 71 10 100 55 120 69 141 78 12 118 71 131 78 143 94 14 132 70 145 88 157 105 Table 9 7 Aluminum Rivets with Aluminum ar Stoat Mnndral Aluminum Mandrel Steel Mandrel Rivet Diameter Tension (Ibs.) Shear Tension (Ibs.) Shear 129 176 210 325 5/32" 187 263 340 490 3116" 262 375 445 720 Table 9.8 Alternative Angle and Anchor Systems for Beams Anchored Walls, Uprights, Carrier Beams, or Other Connections Maximum Screw / Anchor Size Extrusion Type Size Description To Wall To Upright I Beam Angle 1" x 1"x 0.045" 3116" 10 Angle 1" x 1' x 1/16' (0.063") 3/16" 12 Angle 1" x 1' x 1/8" (0.125") 3/16" 12 Angle 1-1/2" x 1-112" 1/16"(0.062"). 114" 12 Angle 1-1/2" x 1-1/2" 3/16"(0.188"). 114" 14 Angle 1-1/2' x 1-1/2" 1/8"(0.062") 1/4' 14 Angle 1-314' x 1-3/4" x 1/8"(0.125") 1/4' 14 Angle 2' x 2' x 0.093" 318" 3/8- Angle 2' x 2' x 1/8'(0.125') 5/16' 5/16" Angle 2' x 2" x 3/16"(0.313") 1/2" 112" U-channel 1-3/4" x 1-3/4" x 1-3/4" x 1/8" 318" 14 Uchannel 1" x 2-1/8" x 1" x 0.050" 5/16" 5/16 U-channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043' 1/2" 14 Note: of screws to beam, wall, and/or post equal to depth of beam. For screw sizes use the stitching screw size for beam I upright found in table 1.6. - Table 9.9 Minimum Anchor Size for Extrusions Wall Connection Extrusions Wall Metal Upright Concrete Wood 2" x 10" 114" 14 114" 1/4" 2"x9" 1/4" 14 1/4' 1/4" 2" x 8" 114" 12 114" 12 2" x 7" 3/16" 10 3/16' 10 2" x 6" or less 3116" 8 3/16" 8 Note: Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. Table 9.10 Alternative Anchor Selection Factors for Anchor / Screw Sizes Metal to Metal Anchor Size 8 10 12 14' 5116" 318" 8 1.00 0.80 0.58 0.46 0.27 021 10 0.80 1.00 0.72 0.57 0.33 0.26 12 0.58 0.72 1.00 0.78 0.46 0.36 14 0.46 0.57 0.78 1.00 0.59 0.4E 5/16" 0.27 0.33 0.46 0.59 1.00 0.79 318" 0.21 0.2E 0.36 0.58 0.79 1.00 Alternative Anchor Selection Factors for Anchor / Screw Sizes Concrete and Wood Anchors concrete screws: 2" maximum embedment) Anchor Size 3116" 1/4" 318" 3116" 1.00 0.83 0.50 114" 0.83 1.00 0.59 318" 0.50 0.59 1.00 Dyna Bolts (1-518" and 2-1/4" embedment respectively) Anchor 3/16" 1/2" Size 3116" 1.00 0.46 1l2" 0.46 1.00 Multiply the number of #8 screws x size of anchor/screw desired and roundup to the next even number of screws. Example: If (10) #8 screws are required, the number of #10 screws desired is: 0.8x 10=(8)410 J Q Z Q 1-- Z Z ULI W W WW D J d Z m EL O LUO H U)I- U rn W p Z Z O W O Z NCO a Of U-IW U oN w H IY W U o V% U fn m LL Z CD w Z CDCV cC3 D wtr J Q rnWWfn tY u O r Q J w n W Z U aO 7k LU o x o a W m LU I O n o 2 d yCLLI n ill U corn W rm a) ro z w W rn2 co W C U o0 0 O Z OC] O W ~ LL 61? Q09 Z wH Q SHEET m I IN W H 18 4 O 03-01-2009 OF 18 0U 2.00" A = 0.434 in' 0.040" o Ix = 0.234 in.' Sx = 0.240 in? k 6005-T5 2" x 2xC0:_04'0' HOLLOW SEC-iTION T 2.00" I 0.045" A = 0.538 in? 0 Ix=0.642in' 0.428 in' 6005 - T5 2" x 3" x 0.045" HOLLOW SECTION SCALE 2" = 1'-0" T 2.00" I 0.060' o A = 0.768 in? f I Ix = 0.530 in' Sx = 0.585 in' 6005 - T5 2" x 3" x 0.060" HOLLOW SECTION SCALE 2" = 1'-0" 2.00" 0.050" o A=0.697in' Ix = 1.428 in' Sx = 0.714 in' 6005 - T5 2" x 4" x 0.050" HOLLOW SECTION SCALE 2" = 1'-0" 3.00" A = 0.552 in.' 0.045 o Ix = 0.342 in.' Sx = 0.342 in? 6005 - TS 3" x 2" x 0.045" HOLLOW SECTION SCALE 2" = 1'-0" 2.00" A = 0.776 in? Ix = 1.953 in. " 0.046" o Sx = 0.977 in.' 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24' O.C. TOP AND BOTTOM OF EACH BEAM 2" x 4" x 0.046" x 0.100" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" I I A = 0.964 in? o Ix = 3.688 in. 4 0.050" Sx = 1.475 in.' 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 5" x 0.050" x 0.096" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" A = 1.098 in' 0 0.050" q Ix = 5.938 in. ' Sx = 1.979 in' 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 6" x 0.050" x 0.120" SELF MATING SECTION SCALE 2" = 1'-0" 2.02" o A = 1.277 in? 0.060" Ix = 8.873 in. " Sx = 2.534 in? 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 7" x 0.060" x 0.120" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" 0.072"Fo A = 1.855 in? Ix = 16.622 in..' Sx = 4.156 in? 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 8" x 0.072" x 0.112" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" 0.072" o A = 1.999 in? Ix = 22.116 in' Sx = 4.915 in' 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 9" x 0.072" x 0.112" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" 0.082" o of A = 2.398 in? Ix = 27.223 in" Sx = 6.050 in.' 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 9" x 0.082" x 0.153" SELF MATING SECTION SCALE 2" = 1'-0" 2.00" 0 0.090" 0 A = 3.023 in.' Ix = 42.466 in' Sx= 8.493 in? 6005 - T5 STITCH W/ (1) #10x3/4" S.D.S. HEX HEAD @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2" x 10" x 0.092" x 0.187" SELF MATING SECTION SCALE 2" = 1'-0" t Q J D QZ 2 0 Z Z 0 w Q WcoE 07 w J 0-0 w-j U w O U W a Z)w0 oo K U Z N o z Z) w oN m IY U U U co u, V w D Z pLLaN LO Q (D O o Vc co LL w 2 x EW Z c' 0 o N j U) uj a M x `- U S '" wmO 0 LL MA 1009 Z SHEET < aA c0 w H 15 } a Q O 03-01-2009 OF 18 OU SCREWS OR THRU-BOLTS SEE SECTION 9) POST SIZE 2" x 4" MAX. 1" x 2" EXTRUSION ANCHOR W TO CONCRETE W/ CONCRETE ANCHORS WITHIN p MIN. 3-1/2" SLAB 2500 P.S.I 6" OF EACH SIDE OF EACH D A CONCRETE 6 x 6 - 10 x 10 POST AND @ 24" O.C. MAX. WELDED WIRE MESH OR SELECT CONCRETE ANCHORS FIBER MESH CONCRETE ti :sFR'zOM SECTION 9 P SIDE'WALL POSTTO PLATE TO; GONCRET,E D_EITA1 >. . 2' 70- 2" x 2" x 0.063" ANGLE EACH-* SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER / o POST SIZE 2" x 4" MAX. SECTION 9) EACH SIDE YY L (SEE TABLE) MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS 2" x 2" x 0.063" PRIMARY ANGLE 1/8" x 2" x 1-3/4" INTERIOR SCREEN EACH SIDE U-CLIP OF EITHER 6005 T-5 d' VARIES PRIMARY 2" x 2" x 0.063" ANGLE SCREEN d•VM ES 410 x 3/4" S.M.S. EACH SIDE ALLOY OR BREAK FORMED EACH SIDE 4• suoWN SEE SCHEDULE) 5052 H-32 OR 34 ALLOY 1" x 2" O.B. BASE PLATE (TYP.) x 3/4` S.M.S. EACH SIDE Sd' MINIMUM EDGE DISTANCE 2-3/8" BRICK PAVERS# 10 SEE SCHEDULE THIS PAGE) SECONDARY FROM EXTERIOR OF COLUMN THIN SET BETWEEN 1" x 2" O.B. BASE PLATE (TYP.) 2" x (D - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB CONCRETE AND PAVERS EACH SIDE OF COLUMN W/ #10 BOLT 0 ' 5d DISTANCE 4d MINIMUM EDGE DISTANCE S.M.S. 1/4'i' ALL CONCRETE ANCHOR BOLTSSd' EXTERIOR OF COLUMN SEE SCHEDULE THIS PAGE) 3/8" TO BE RAWL EXPANSION BOLTSFROM MIN TO OUTSIDE EDGE OF SLAB OR EQUIVALENTBOLT GRADE CONCRETE ANCHOR1/4• 0 ' 5d DISTANCE 1-1/4• SEE SCHONCRETEANCHORHSPAGE SEE SCHEDULE THIS PAGE)3/6" 1-718' 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT 2500 P.S.I. CONCRETEGRADE TYPICAL 2" x 4"S.M.B. COLUMN 2500 P.S.I. CONCRETE OR NOTE: DETAIL ILLUSTRATES1-1/4" MIN.) CONCRETE CONNECTION 2" 5d MIN.) (MIN.) ALTERNATE 2"x _ WOOD TYPICAL 2" x 4" S.M.B. ANCHOR' EMBEDMENT DECK COLUMN CONNECTION 2"(MIN.) 5d SIDE VIEW TYPICAL S.M. OR SNAP SECTION COLUMN PRIMARY 2" x 2" ANGLE SIDE VIEW TYPICAL SELF MATING OR SCREEN 10 x 3/4" S.M.S. EACH SIDE SEE SECTION 9) SNAP SECTION CONCRETE ANCHOR THRU SEE SCHEDULE THIS PAGE) ANGLE OR WITHIN 6" OF CONCRETE ANCHOR THRU 2) #10 x 3/4" S.M.S. EACH SIDE UPRIGHT IF INTERNAL PRIMARY 2" x 2" x 0.063" ANGLE PRIMARY ANGLE SCREWS INTO SCREW CONCRETE ANCHORS BOSSES 1" x 2" BASE PLATE (TYP.) 1' x 2" BASE PLATE (TYP.) @ 24" O.C. 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THRU PRIMARY ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE: 2" = V-0" FOR WOOD DECKS (MIN. 2" NOMINAL THICKNESS) USE WOOD FASTENERS W/ THESE DETAILS 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS OR THRU PRIMARY ANGLE 6" MAX. EACH SIDE OF o— POST SIZE 2" x 4" MAX. EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALL CONCRETE ANCHOR ° BOLTS TO BE RAWL ° 4 EXPANSION BOLTS OR a ° EQUIVALENT _ -- NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 Z 2-3/8" BRICK PAVERS 16" If.•A AX/ MAX. SPACING 24" O.C. THIN SET BETWEEN FOR BOTH SIDES CONCRETE LAYERS 1-1/4' (MIN.) CONCRETE 2500 P.S.I. CONCRETE FRONT VIEW ANCHOR EMBEDMENT 2" x 4" OR LARGER SELF MATING SECTION POST TO DECK/PAVER DETAILS SCALE: 2" = V-0" NOTE: FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED 1/8" X 2" X 1-3/4" X 2" INTERIOR U-CLIP OF EITHER EXTRUDED 6005 T-5 ALLOY OR BREAK FORMED 6063 T-6 OR 5052 H-32 OR 34 ALLOY 2-3/8" BRICK PAVERS THIN SET BETWEEN CONCRETE AND PAVERS CONCRETE ANCHOR SEE SCHEDULE THIS PAGE) 2500 P.S.I. CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL NOTE: DETAIL ILLUSTRATES SCALE: 2" = l'-0" TYPICAL 2" x 4" S.M.B. 1" x 2" EXTRUSION ANCHOR 2" x 2", 2" x 3" OR 2" x 4" COLUMN CONNECTION TO CONC. W/ CONIC. ANCH. 6" HOLLOW SECTION MAX. EA. SIDE OF EA. POST SEE TABLES) AND @ 2O.C. MAX. SELECT MIN. (3) #10 x 1-1/2" S.M.S. INTO 1/8" X 2" X 1-3/4" X 2" INTERIOR CONCRETE ANCHORS FROM SCREW BOSSES U-CLIP OF EITHER EXTRUDED SECTION 9 6005 T-5 ALLOY OR BREAK FORMED 6063 T-6 OR 5052 H-32 OR 34 ALLOY MASONRY ANCHOR @ 6" EA. 1" x 2" BASE PLATE (TYP.) MIN. 3-1l2" SLAB 2500 P.S.I. SIDE OF POST AND @ 24" O.C. CONIC. 6 x 6 - 10 x 10 W.W.M. p MAX. SELECT CONCRETE OR FIBER MESH CONC. A ANCHORS FROM SECTION 9 SIDE WALL HOLLOW POST TO BASE DETAIL SCALE: 2" = V-0" POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Specifications: 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beam spacing x the screen load of 7# / Sq. Ft. EXAMPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACING OFT USE: 1/2 x 17'-11" x Tx 10# / Sq. FL = 627.2# UPLIFT 2. Table 1.6 of this manual uses the worst case loads for all cases. 3. In all cases there must be a primary anchor within 6" of each side of the upright. 4. For attachment to wood deck (min. 2" nominal thickness) use wood anchors with details shown above ( min. 1-3/8" embedment). V SCREEN d' VARIES ALL CONCRETE ANCHOR BOLTS TO BE 4" SHOWN) .RAWL EXPANSION BOLTS OR EQUIVALENT x S.M.S. EACH SIDE SEE SCHEDULE THIS PAGE) 5d' MINIMUM EDGE DISTANCE o— FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB h BOLT 0 ' Sd DISTANCE 1 1/4" 1-114" 8 4 e 5/16• 1-5/8" MAX. dd GRADE 1- 1/4" (MIN.) CONCRETE ANCHOR EMBEDMENT 2" ( MIN.) (MIN.) Sd SIDE VIEW TYPICAL SELF MATING OR SNAP SECTION 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE THIS PAGE) ALL CONCRETE ANCHOR CONCRETE ANCHORS BOLTS TO BE RAWL @ 24" O.C. EXPANSION BOLTS OR PREDRILL PILOT HOLE EQUIVALENT 4 . 1-1/4" MIN. 2- 3/8" BRICK PAVERS AAA ( MAX.) MAX. SPACING 24" O.C. 1/ 2" (MAX.) TYPE S MORTER / FOR BOTH SIDES BETWEEN CONCRETE LAYERS / l FRONT VIEW (MIN.) CONCRETE 2500 P.S.I. CONCRETE ANCHOR EMBEDMENT 2" x 4" OR LARGER SELF MATING SECTION POST TO DECK/PAVER DETAILS NOTE: SCALE: 2" = V-0" 1. FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 2. PREDRILL PAVERS W/ MIN. 1/4" MASONRY BIT. 6" ( MAX.) —+ / 71— 6" (MAX.) 2500 P.S.I. CONCRETE 1- 1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS NOTE: SCALE: 2" = T-0" 1. FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 2. PREDRILL PAVERS W/ MIN. 1/4" MASONRY BIT. DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS CONCRETE DECK EDGE 2" x 2" PRIMARY ANGLE SCREEN ABSOLUTE MINIMUM EDGE OF CONCRETE TO C.O. VARIES 1" FASTENER = Sd- 5d ( MIN.)- A' 2- 1/2" (MIN.) B SECONDARY 2" x 2" x 0.063" ANGLE ( SEE SECONDARY D ANGLE ANCHOR SCHEDULE 1" x 2" O.B. BASE PLATE (TYP.) AND SECTION 9) 10 x 3/4" S.M.S. (TYP.) C CONCRETE ANCHORS INTO PRIMARY AND SECONDARY 2" x S.M.B. 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