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601 Briarcliffe Rd (2)
Permit # : 1. Job Address: .v CITY OF SANFORD PERDU PPL[CATION i Description of Work: W A.41 Nl-IS1- " JU L Historic District: /V 0 Zoning: DI RECEIVED lilt " 6 M3 i t Value of Work: $ 1 L01 14? 1 P OZ Permit Type: Building 'V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair –Residential or Commercial Occupancy Type: R idential V om rcipl_ Industrial Total Square Footage: a 1�-I� Construction Type:se��-� f tortes: �1 #of Dwelling Units: Flood Zone: (FEMA form required for other than N) rarcei #: k -) I — c Owners Name & Address: Phone & Fax: " Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 01J I ✓��V ' } V (Attach Proof of Ow It Legal Description) V nn F nil W rl+er Num Person: Y1 C_ Fax: 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. I 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. 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 ac�tignal permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm gnature of Owner%Agent -4 0A1 G-, IO�l the ,owner of the property of the requirements of Florida 0.3 Lj n Law, FS 713. _ r j S// Date Signature of Contractor/Agent ate Signature of Notary -Sate of Flofida IJate NOTARY PUBLIC - STATE/0F FLORIDA ARTHUR COX JR. COMMISSION tt CC6520211 EXPIRES 81242003 - wner/AWDBDD�THR 1K*11bWio -,M� Produced I APPLICATION APPROVED BY: Bid g: Zoning: (Initial & Date) Special Conditions: Print ontra tor/ t 's Name Signature of Notary -State of Florida D e Contractor/Agent is — Personally Known to Me or _ Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) 103- -- NOTICE OF COMMENCEMENT Siate of Florida County of Seminole TAX FOLIO # (Complete Parcel ID#) 20 - .3 O —,$6 /fid D --0 D/ 0 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information, is stated in this NOTICE OF COMMENCEMENT. Description of property: Se e t!Ejch z General description of improvements: "Fom % -,n cJg-Tu-re— a ri r c-� II Owner: � O h Cr- (0/0 Vo �7 'j? a)/P-tx--) Address: 6,01 rta.r t2ll .e Sr /'-3.2925 Owner's interest in site of the improvement: © ,e i- F Fee Simple Address: Contractor: ALL MY SONS ALUMINUM, INC Address: P.O. BOX 1106 GENEVA, FLORIDA 32732 Surety: (if Address: Name of Person within the State of Florida designated by owner upon whom notices or may be served: Name: Leh is /�%in sir/ r. a PTIFIED COPY WRYAW11E MORSE .LEjK FtRCUIT COURT QNTY, FLORIDA In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)CF), Florida Statutes. (Fill in at Owner's Option) Name:/ m Address: & SZE p yr d F -2 7 - Expiration date of Notice of Commenc ent (the expiration date is 'year from the date of recording unless a different date is specified) This instrument prepared by: Name: Michelle Close Address: P.O. BOX 1106 Geneva, Florida 32732 WAAWK MORSE, CLERK W CIRCUIT COURT CLERK OF WIPO.E COITY K 05754 PG 0022 Z� I OL E NUN 20050 93374 RECDM 05107i 10:11:44 Al RMWINS FEES 10.00 RMDPM BY t holden 20051 (Owner) Sworn to and subscri ed before me this �j4day of 2005 , by who iswho is/nally known to me or has/ H,a provided % !Ar - o: I ✓py1 r! iCc�n (Type of Identification) ?.Or ftpk, Tracy L. Dykes My Commisslon DDI 98010 or a Expires March 30, 2007 Notary Public ( ommission and xpiration) BRIARC11M STREET ___—_—__--_—_—_—_—_—___---- (60 R/W-ASPHALT RCUO)___�___ �_ 6- CONCRETE CURB r W _ s1DEWALK r 0 O) 9g NORTHERLY OF LOT y : •.. �,...: 279.04' (M) .. 278.09' 4• E " I �I lJ TWO STORY LOT 321QdwE NOW LL �`' eovm UNE_ f \�� NORTHWESTERLY CORNER is 11 s.1wp OF L07 2 ANDER` HND 3/J' w NORTHEASTERLY CORN R J / J� % OF LOT J I� �8o€joFND ��\ \f4 i� / i .' N ✓ 3/4- w 23.65' _(M) 24.00' ) \ o! FWD 3/4• FE4ST r\ WESTERLY LINE Z OF LOT 2 LOT 3 o I � THIS PORTION ;� \ LOT 4 OF LOT 3 �\ V,- NOT INCLUDED \X SOUTHWEST CORNER OFLOT 2 K i L R e T eAWIl711 flIIW/ 33' C.B. WLI hX Gle1 t.Y /801 t5Y aootr0 ns 2" 2.1•.= eolvem aRAVK D - Fl,ra 12.0' - LOT 2 rAnoar Il4E \�'+. tr TK r s'1Y am7 \ elfa=1 L=97. L=10,2 __—_--_-__—_—__—___—_---__--_____� LrcxMD ADMSl/rP�EyING, /NC, �'' W - CONCMt C 0.YOyM0/t Y - w _YE1511RE1) 1 I �'- CONC / -WY�i4fomr I _ aT"L RLL91!)5 BODI( BOOP BRICK COURT R=30.00' _ OR4Ra4r1 DsuffNT Pae "an maw Delta= 133'42'30' / ' ,l v L=70.01' / W.rNTER PARK. rj ORIDA S� - - l Fl.DOR OLM110W A '� - PERMAWNT PONE L' ltE w REEL - _ P�AT soar - R I"` -$wNr � sr RFHVt HM4 a GP 'PL5+]00 FAX# (40) 671-6678 _ o _ FILM LOT 1 't3pN9e,� a3.t' no p / BOUNDARY SURVEY LEGAL DESCRIPTION: 6 /•LEGAL DESCRIPTION: � . /• LOTS I AND 32, BLOCK 13, DREAMWOLD, SANFORD, FLORIDA ACCORDING TO THE PUT THEREOF, RECORDED IN PUT BOOK 3, PAGE 90 AND 91 OF THE PUBLIC RECORDS 1 OF SEMINOLE COUNTT•, FLORID& AND LOT 2, BLOCK 13, DREAMWOLD, SMIFORD, FLORIDA ACCORDING TO THE PUT THEREOF, RECORDED IN PUT BOOK3, PAGES 90 AND 91 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LESS BEGIN AT THE, NORTINESTERLY CORNER OF SAID LOT 2, RUN THEN SOUTHERLY ALONG THE WESTERLY UNE OF LOT 2 A DISTANCE OF 134.4 FEET TO THE SOUTHWEST CORNER OF SAID LOT 2, RUN THENCE EASTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 2 TO A POINT 5 FEET PERPENDICULAR TO THE WESTERLY LME OF LOT 2. THENCE NORTHERLY ALONG A UNE PARALLEL TO AND 5 FEET FROM THE WESTERLY UNE OF LOT 2 TO THE NORTHERLY UNE OF SAIDLOT 2, RUN THENCE SOUTHWESTERLY ALONG SAID NORTHERLY UNE 5 FEET TO THE POINT OF BEGINNING: AND BEGIN AT THE MOST NORTHEASTERLY CORNER OF LOT 3. BLOCK 13. DREAMWOLD, SANFORD. FLORIDA, ACCORDING TO THE 5 PUT THEREOF, RECORDED IN PUT BOOK 3, PAGES 90 AND 91 OF THE PUBLIC RECORDS OF SEMINOLE COVNTM,, FLORIDA THENCE RUN SOUTH PARALLEL WITH THE EAST UNE OF LOT 32 IN SAID BLOCK I3 . OF DREAMWOLD A DISTANCE OF 30 FEET, THENCE RUN EAST 24 FEET, MORE OR LESS TO THE EASTERLY LINE OF THE WESTERLY 5 FEET OF LOT 2 M SAID BLOCK 13, DRFAMWOLD, THENCE NORTHWESTERLY tryrT�lJ%,y�-!E\ 37.5 FEET MORE OR LESS TD THE SOUTH LINE OF SAID LOT 32, THENCE RUN SOUTHWESTERLY 5 FEET, MORE OR LESS TO THE POINT OF BEGINNING. / NOTES: r ./• >FLOOD ZONE DETERMINATION SHOWN HEREON IS SUBJECT TD FINAL . APPROVAL BY F.E.M.A. 56' )7'31" iM 1 '(P)GRAPHIC Scale 20 10 0 20 P. IRELAND PLS 4200 LB 5687 or 2w 6 AVW AV IOf 1[ US D 510 ORIEfD RWIQ W 9W 0 RV KO W AO a@= WN SRW WO >SURVEY IS BASED UPON THE LEGAL DESCRIPTION SUPPLIED BY CLIENT. >UNDERGROUND UTILITIES AND FOOTERS h4VE NOT BEEN LOCATED UNLESS OTHERWISE NOTED. >SUBJECT TO ANY EASEMENTS AND/OR RESTRICTIONS OF RECORD. )THIS DUILDIWAUT IS NOT IN A FLMD PROE AREA, ZONE • % 1, KSED aN FLMD INSIRAILL RATE NAP 120294 PANEL Na 0045 E DATED 4-17-95 )BEARING STRUCTURE IS BASED UPON THE UNE DENOTED WITH 'BB•. .SURVEY PREPARED FOR: GARY A. RYLE AND LAURA A. HAWLEY SCALE: 1'= 30' 1APPROVED BY: DRAWN BY. SS FIELD TE: 11-79-99 1 JPI EVLSED BY: B9ONPARY SURVEY CERTIFIED TO: ALLIANCE TITLE SERVICES, LTD.; '- AMERICAN PIONEER TITLE INSURANCE COMPANY: -- - THOMAS MORTGAGE k FINANCIAL SERVICES, ISAOA FILE NO. 2271-99 LrcxMD ADMSl/rP�EyING, /NC, �'' W - CONCMt C 0.YOyM0/t Y - w _YE1511RE1) 1 I �'- CONC -CEnMW r _ O.RB. -WY�i4fomr I _ aT"L RLL91!)5 BODI( BOOP BRICK COURT x _ OR4Ra4r1 DsuffNT Pae _PIAN SUITE• f f y ' - CVM AN= r'OC -POM °'` rnlwnJcm/t -POM. W.rNTER PARK. rj ORIDA RUFE� - - l Fl.DOR OLM110W A '� - PERMAWNT PONE L' 32792 PH (407 678-3366 # w REEL - _ P�AT soar - R I"` -$wNr � sr RFHVt HM4 a GP 'PL5+]00 FAX# (40) 671-6678 _ o _ FILM 20 10 0 20 P. IRELAND PLS 4200 LB 5687 or 2w 6 AVW AV IOf 1[ US D 510 ORIEfD RWIQ W 9W 0 RV KO W AO a@= WN SRW WO >SURVEY IS BASED UPON THE LEGAL DESCRIPTION SUPPLIED BY CLIENT. >UNDERGROUND UTILITIES AND FOOTERS h4VE NOT BEEN LOCATED UNLESS OTHERWISE NOTED. >SUBJECT TO ANY EASEMENTS AND/OR RESTRICTIONS OF RECORD. )THIS DUILDIWAUT IS NOT IN A FLMD PROE AREA, ZONE • % 1, KSED aN FLMD INSIRAILL RATE NAP 120294 PANEL Na 0045 E DATED 4-17-95 )BEARING STRUCTURE IS BASED UPON THE UNE DENOTED WITH 'BB•. .SURVEY PREPARED FOR: GARY A. RYLE AND LAURA A. HAWLEY SCALE: 1'= 30' 1APPROVED BY: DRAWN BY. SS FIELD TE: 11-79-99 1 JPI EVLSED BY: B9ONPARY SURVEY CERTIFIED TO: ALLIANCE TITLE SERVICES, LTD.; '- AMERICAN PIONEER TITLE INSURANCE COMPANY: -- - THOMAS MORTGAGE k FINANCIAL SERVICES, ISAOA FILE NO. 2271-99 Seminole County Property Appraiser Get Information by Parcel Number Pagel of 2 http://www. scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=01203050413000... 8/22/2005 31 15 ti 1d 11 I-Ij 11, 1d 1& 17 DAVID JOHNSON, CFA, ASA 190 7 y5 d 1.112.4 1 1'?rSdPROPERT V `�APPRAISER r1440, =�, 1.01 } 25A I i4A29.0?SQr11NDLE ODUh1TY FL 13.0 11$.4 34 1$.4 r`1 Y 27,0 t t?3.4 1101 E. FiRsTsT 18.AOiRi 15 4? ' 28-5.0 SANFD, FL32771-1468" 407-865-7544 i961� ili 1011.0 71.0f4 14Ay 13.Oy F1 21.0 24.4 , 6 i2 i 1 21.0 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 2 Parcel Id: 01-20-30-504-1300-0010 Depreciated Bldg Value: $167,578 Owner: WINTER LON &JOY Depreciated EXFT Value: $8,920 Mailing Address: 601 BRIARCLIFFE ST Land Value (Market): $59,230 City,State,ZipCode: SANFORD FL 32773 Land value Ag: $o Property Address: 601 BRIARCLIFF RD SANFORD 32773 Just/Market Value: $235,728 Subdivision Name: DREAMWOLD AND Assessed Value (SOH): $235,728 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $210,728 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 04/2004 05291 1046 $293,000 Improved CORRECTIVE DEED 04/2003 04773 1129 $100 Improved 2004 VALUE SUMMARY CORRECTIVE DEED 12/2002 04661 1630 $100 Improved Tax Value(without SOH): $4,050 CORRECTIVE DEED 06/2002 04445 1567 $100 Improved 2004 Tax Bill Amount: $3,083 QUIT CLAIM DEED 01/2001 03991 0825 $100 Improved Save Our Homes (SOH) $967 Savings: WARRANTY DEED 11/1999 03760 0805 $215,000 Improved 2004 Taxable Value: $150,411 QUIT CLAIM DEED 05/1994 02786 1574 $100 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 05/1994 02772 1830 $165,000 Improved ASSESSMENTS QUIT CLAIM DEED 01/1980 01260 1525 $100 Improved WARRANTY DEED 03/1979 01213 1374 $81,900 Improved Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Land LEGAL DESCRIPTION PLAT Method Units Price Value LOT 1 & 32 & PT OF LOTS 2 & 3 LYING ELY FRONT FOOT & 153 130 .000 200.00 $29,070 OF A LI DESC AS BEG NE COR LOT 3 RUN S DEPTH 30 FT E 38 FT S 45 DEG E TO FRONT FOOT & 110 110 .000 200.00 $19,140 SLY LI OF LOT 2 BLK 13 DREAMWOLD PB 3 DEPTH PG 90 FRONT FOOT & 58 130 .000 200.00 $11,020 DEPTH BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 19227 1,253 2,322 2,101 WD/STUCCO $106,233 $141,644 FAMILY FINISH Appendage / Sgft ENCLOSED PORCH UNFINISHED/ 165 Appendage / Sgft OPEN PORCH FINISHED / 56 Appendage / Sgft UPPER STORY FINISHED / 848 http://www. scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=01203050413000... 8/22/2005 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 2 SINGLE 1922 6 484 1,784 1,232 WD/STUCCO $61,345 $96,228 FAMILY FINISH Appendage / Sgft GARAGE FINISHED 1552 Appendage / Sgft UPPER STORY FINISHED / 748 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1940 1 $600 $1,500 POOL GUNITE 1979 450 $3,600 $9,000 SCREEN ENCLOSURE 1979 1,757 $1,406 $3,514 COOL DECK PATIO 1979 411 $576 $1,439 ALUM SCREEN PORCH W/CONC FL 1998 420 $2,738 $3,570 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 propertv vour next vear's propertv tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCEL=01203050413000... 8/22/2005 0 ALL MY SONS ALUMINUM INC P. O. BOX 1106 GENEVA, FLORIDA 32732 LICENSE # SCC131149669 (PH) 407-977-0602 (FX) 407-977-0614 June 16, 2005 CONTRACT FOR BUSINESS Lon & Joy Winter 601 Briercliff St. Sanford, Fl 32771 407-330-2608 , WORK TO BE PERFORMED: Construct dome style pool enclosure to previously existing dimensions, appx 2388, with upgrades to meet current Florida Building Code. Structure shall be bronze color aluminum ,with 18x 14 mesh charcoal screening installed, includes 5" super gutter attachment, 2 rain spouts; 3 screen doors. Install porch roof between house and enclosure. Roof shall be 3" thick Elite panel insulated composite roof. WORKING SCHEDULE: Construction shall begin no later than August 25, 2005 and complete no later than 12 days after commencing. PAYMENT FOR WORK: $ 16 666.00 will be due IMMEDIATELY upon completion of the above described service performed. A late fee of 10% will be assessed after 7 calendar days of non-payment following completion of the work. All My Sons Aluminum Inc . reserves the right to take legal action if necessary to collect owed monies including but not limited to placing a lien on the involved residential or commercial property. Although All My Sons Aluminum Inc. takes every possible measure to respect the vegetation encroaching a proposed work area, we cannot be liable for damaged vegetation within 36" of proposed work area. WARRANTY: All workmanship is warranted for 24 months and any applicable manufacturers warranty will apply. The undersi ar ' s do hereby agree with the above stipulations of this contract. LAir or Joy Winter date s Elkins or Robert Thompson EO'S) U- 25-05 date a LIMITED POWER OF ATTORNEY I hereby name and appointf4( lPjI� _,e, of All My Sons Aluminum Inc. to e my).awful attorney-in-fact to act for me in applying to the City/County of Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: 6I Section 2-0 Township 3 b Range _ Subdivision 136 b Block 1 Lot State of Florida Countyof Semineic Address of Property Address 1 Signed:(1_)_0&_0S4"- ertified Contractor Sign ure Date Certified Contractor: James Ellis Elkins Jr. Contractor License #: SCC131149669 tom- Sworn to and subscribed before me this b day of ?un c , 6100 S by Tprnea EII i.t Elkint' TIL (name of person acknowledged ) who is personally known to me_ or who has produced (identification). Gary A Banks A • M! Commission DD140483 ~Notary Public N;!;df Expires September 21, 2008 Commission expires: 03f L -LI cr 73 v 70 70 3 . 10 �� d� .9 t// 337 X lb y9 n 3y8 DoT Js /Oog CN 93- n s" G 35ga 6 oa _ 1/0' A c �3g Iver 2I5 8 agb� 33 a- X 9a� la3 3 .. :; <A -.. ... ?�8: a^ 3 Y3 .. FJ.. 33 8 i = I z O n C 33 �x 3a43 /37; 13 xS- 33— yac136 A`"i8 < d, d 33,1 1438. ��� 309 kj 1`/3 qs / t/ 3 333 'I �r y�g a I � 1 33-q 5 1368 e^ 2Y7 1 073 /36q � %.2 7Yt� 33� - Oxy gag 03f 4- s W / $ `T y/�T 2�4 a 328 X3 g 9/y 2X< o. 3Z� c/ — —n 9�$ ayz 33g \„j. aS�te S � L7g OG �oFa- .Sa`^�oCc� L -LI cr 73 v 70 70 3 . 4- s W / $ `T y/�T 2�4 a 328 X3 g 9/y 2X< o. 3Z� c/ — —n 9�$ ayz 33g \„j. aS�te S � L7g OG �oFa- .Sa`^�oCc� oc1 �l� C ISS f X90 /2 O i 10 a- 1/io X30 , j`I I 3 IX4 30 J+, J, 3}1 tz3TD�3 v c ti M ql-1 N -1y CL . -Icl -la MIS r tw U S O Le) LT— T ci- H.,5G wod QGo, V,.IVL �y j Z� l i/ C' F J, 3}1 tz3TD�3 CY Ll �y1 H.,5G wod QGo, V,.IVL �y j Z� l i/ C' F G it Posts/Columus -4 ci.ta w.a frx Table 2.G Maximu , - -*4foc Screen of Screen Enclosures for - - 1 I- ...... ..........._...... -_ -- Cable Bracing (each pair) or K -Bracing (each n tat , „_.. _ (feet); Exposure B �-- Spans for Purlins or Diagonal Bracing for Screen Roofs (feet) 1>ok: p« au s:dn:alx �Iw,.+1. +>se b6rapm = to ka !neral Notes and Specifications: Table 2.2 Maximum of 20 x 20 mesh- Wmd Speed (mph) up to 150 mph. Design ure B 8 C and eave heights up to 15 feet Exposure Catego B, ft2 to Expos ��,,, n,� , °• •'°' `°" "' 10 w w 1. Screen density shall be a maximum not be less than 0 040 inch. Table applies =7 feet o.c Mean Roof Height (ft) Vhrld Re ion ss ono" Actual wall thickness of extruded aluminum members shall to have similar material strength Maximum spacing of purlins 100 110 120 130 140 150 r.r.o«s.o.o r.. •o.ow •o oso.mo u • „s 13a 2. Snap patio extrusions less than 4' x 4- can be assumed 2" x 7' x 0.044" 10.0 feet ra•,00.2.oa2waa = ,66 ,a. ,a2 properties as equivalent non -snap extrusions. wood frame structures 13.01881 2" x 3" x 0.045" <15 343 289 239 203 177 152 r•�iOD16i°'°p51° 26.9 xi6 m, m. ae 3. The follow ng structures are designed to be attached to bock and shall verify that the host structure is in 2' x 4" x 0.050 ,6.2 feet 20 343 289 239 203 177 152 r.r.00w.n „6s z,r.o.oso.6+m s.e a.o r.2 xr of adequate structural capacity, The contractor the r0 osed addition Contractor shall exercise due p 25 343 289 239 203 177 152 r. !400'',0+ms 1e ns 3s2 s4 1sn >., good visible canto hold p structures. Design Wind Speed (mph) up to 150 mph. B 8 C and eave heights up to 15 feet 30 343 289 239 203 177 152 r. r. oonioa, s.e �• �• n 1 s r. r,6an ionaw questionable diligence with q the host structure, the owner (at his own expense) shall hire Table applies to Exposure purlins = 10 feet o.c 35 327 275 227 194 169 145 spacing of p r•r,aoei6xas4• sv s,. s+o w, 4 If there is a question about to verity host structure capacity. Maximum 40 300 252 209 178 155 133 an architect or engineer shall be limited to maximum spans and upright50 2" x T x 0.044" 8.0 feet 45 268 225 186 159 138 119 5. The structures designed using this section with beam spans larger than SO feet are strongly 2" x 3 x 0.045" 10.4 feet 231 194 160 137 119 103 feel °0 heights as shown. Structures to have site-specific engineering. 2" x 4" x 0.050" 13.0 5g 194 163 135 115 100 tib r.r.ons.ons„aa tt3 n.r ++s u encouraged eet 6 Spans are applicable for enclosures with mean heights to or es shall ress than tain f the me ° pu Gn spam arc ndue !Iy l n nd,o 9 to 1 smm 6a.unu.o �'^ iobca n spm ubka end a, 9 red o c 60 159 134 111 94 82 71 r. !.00!0.0«2 „...- , rroof unless shown otherwise. For enclosures with g ooter heightegcontractoual z„ ,° «,°+°°sw• • ,�. >•q services of a qualified structural engineer. the super gutter shall have ends clipped oftonly) Spans for Carrier Beams (screen roof on y Ta r, 4030, 6.1A 916 2+3 2+2 ma l a.e a� nn 2 7 Screws that penetrate the water channel of through the gutter into the fascia Table 2.3 Maximum r r ° ° r s,• n6 �° �• the utter and the heads of screws for safety of cleaning 9 r. r.o.on.o.as x+e Y1 r,.o shall be caulked. in lieu of S.M.S., longer screws must be used to Table applies for Beam spacing (lateral support) of 10 feet or less. r, r.on]2.o.22491s r. r.006z.osoe 9l Mz ,,, «.o 946 TEK screws 8. When using self -drilling ( ) dmentembe the to Exposure B & C and heights up to 15 feet. z.,r,o.on.a3la ensain fore connected mate a� For the purposes contact with he host ord so that comp in positive throughout this Table applies pp Design Wind Speed (m h u to 150 m h. screw are TEK screws and SMS are used interchangeably structural calculations, Manual. have minimum (2)10x1' Per connection unless Tributary Width 9. Connections using screw bosses shall Beams 12.00 14 lX) 16.00 20.00 22.00 4 6. 8.0 0 0 2. 34. Leff7-Mati j,.• o�so o6w„..." r •,. 0662 0«2 „aw shown otherwise.18-WHO) to host structure with 'Wx3' long lag screws into wood host 6.00 8.1X1 10.00 .. -: , ,. z 2 21 ss6 10. Fasten all 1'x2' O B. attached long concrete screws into oncretelmasonry host @ 24' o.c. and within 6' at Beams SMB 6.11 5.87 5.66 5.47 5.30 5.14 4.99 rir oav ou6 r.r orcu.°,p s•• •: +•• s.. and'/.'x2'/.' each perpendicular member 24' c. to and bottom 2" x 4" % 0.046 % 0.100 12.04 10.61 9.49 8.66 8.01 7.49 7.066.39 8.07 7.69 7.36 z, r.o.oss, o.,2o s4e n. n� nx r.rio.on.oa. sw,e o. 11. All self -mating beams (S.M. B.) shall be stitched with screws @ P 2" x 5" x 0.050 x 0.116 14.78 12.80 11.44 10.44 9.66 9.03 8.51 8.75 8.40 8.11 7.83 7.58 7.36 7.1 r.r.6on.on. s.6 tan a> sa+e per Table 2.16. between values but not extrapolated outside values. The to 2" x 6" x 0.050 x 0.120 17.52 15.19 13.58 12.40 11.47 10.73 10.11 9.59 9.14 1129 10.71 10.21 9.77 9-38 10.3 9.99 9.67 9.38 9.12 r.r.00n.o3o6 r „o Y a6n i a3� s o,es s: 12. Spans may be interpolated values shown for the smallest Beam to Beam spacing may be used for lesser Beam 2" x T x 0.055 x 0.120 19.60 16.97 15.17 13.85 12.81 11.98 14.73 13.97 13.31 12.7 2.2413.3 12.9 12.5 12.1 1 a Beam spacing values. be fastened securely in place with spline. Each panel 2' x 8" x 0.072 x 0 224 24.79 22.13 19.79 18.06 16.71 1 S 63 18.17 16.99 16.01 15.19 14.47 13.8 13.3 12.8 12.4. 12.01 11.6 11. na.1:.>n n +0 3o w 13- Every panel of screen mesh shall be fastened at all sides, independent of surrounding panels. This requirement shall not required to be 2" x 9"x 0.072 x 0.224 27.27 24.07 21.52 19.63 20.10 18.79 17.71 16.79 16.01 15.3 4.7113.71 13.2 12.8 T,rio.ou.o«s !,!400'0. ooso „8000 shall indude purlins and chairlkickplate rails. Screen mesh panels are bracing members. Screen mesh is incidental to the structural 2" x 9• x 0.082 x 0.306 29.17 26.51 23.80 21.72 20-16 19'21 18'3 17 6 17.0 16.4 15.9 15.4 1 r.r,o?o.aec2 „8884 u. w ,2 riv,o.«s.oroosue =° secured to rigid diagonal to 2" 10' x 0.092 x 0.389 34.15 31.03 28.57 26.07124.12122.56121.261 46„651,6 1J +,2 " integrity the overall structure. by ASCE 7 Section 6.6 Method 3 -Wmd Tunnel Procedure. The x Notes shown on lM table prvnded they are conr+eded rano! Cea+ns nay �° b^'�e the spans T,5•iOOSO j, r. omo.o,zo s.6 ,]S 1], 1, 655, 0.120 566 14. Wind bads determined wind tunnel procedure is the basis of FBC Table 2002.4 -Design Wind Pressures or from Table 20024 are subject to 1. Maximum spars tot OOUbk+d pe,,m ne x petal 5 on page 2 ,01- Cam tom ��c v lou a y beams uc largo n &ixh +ha]+ « equal N d<p h to dx pe, , bnm+on T a T a o n, z. e v r, e•, o an. 0044 s,6 zr a.o x Aluminum Screen Enclosure Framing. Wind pressures in Table 2002.4 and the research paper 'Wind ary beams shalt be'motto (ia Na cv m boom h.11 M.e sin- p.e r. ens,e en°s+0.c , Y Week >dequxy. rarioon, oa, 918 r, r.00ez.03« s6 2•z a.e z limitations and applicability as noted Loads on Screen Enclosures' sponsored by the AAF. Connections: Flat/Dome and Gable Roof eons r, tr, a on . o3ev sue 15. For Exposure C values, multiply Exposure B values by 0.90 for tables that do not list C values, tables from the LRFD Aluminum Construction Table 2.144 Full Moment Splice (To be used with Detail 1) nos 1..e 8440 00 Exposure C. For exact Exposure be used supplemental information with these drawings. Minimum Number of Screws per Each Half of Each Side of Minimum Gusset Plate Design Guide may shall have minimum edge distance and center to center Gusset Plate Thickness Beam Plate Width r,r.o«s,o«ss,w.o 71 „e,o. s1 es 16. Unless otherwise shown, screws shown in this table. usset Stitching #14xW Screws #12 x / Screws r s• ooso,o6so T s o062.00asm. distances as &Self -Dulling ( TEK) Screws (industry Standard Screws) Beam Size Screw � 24" o.c. hoe line rTtihliGroup x 4 =.> line line T tal/Group x 4 = 6063-T6 Alloy or Equal z s.oesoaon6 sub us n.o C-1022 Low Carbon Steel SMS Screw Minimum Edge Minimum Center to i12xi:' #14x%" , ti Total : 7ota1 B Screws. Screws (�' � t�8 T 6x0050,o,X 61® 161 153 T.00ss, o,m 96 n� fro Nominal Center Distance Diameter (in) Distance 4� 4 12 x 4 - 48 4 2 8x4=32 r, a1 ae. r.e .oen.on4948 T Screw �� l r: �.00".0,00 #8x X" 16' 17 a 4 -.12x4-48 4 2 4x4=32 ta" n� z1n r,raoomo.a496 >]6a3 0.156 #8 5� %i 0.168 ra s'.O.t]so, one 08xX' tfi'- 1G 5.. 6 18 x 4 = 72 4 4 12x4=48 to r. !,0002,0 3ocsw r4,r,aon,6,es s.6 n ] a1 #,o ale 9176 0.219 #,ox �• ,6• 16• 7 22x4=88 5 5 16x4=64 �e #12 �• sle' 0.250 r, r.o.055,0.1m #,Ox'/.' 16" 16 6.. 7 7 24 x 4 = 96 6 6 20 x 4 = 80 ie noes a.a.-o..m '• m ,m for Roof Screen 20 p r,r,0.072.0.224 #12x'/.' 22x4=88 /e Enclosures 20" 20' 8 8 28 x 4 112 6 7 �B new c6 s4 Table 2.1 Mazimum Spans for Primary Screen Roof Beams �•, r. 0.072, 0.224 012x'/.' 9 9 32x4=128 . 7 7 24x4=96 Its r,r.o«s.oass+e+o.•n iomo 8880 s » (feet( Combined Axial and Bending Stresses) r.a',00e2.o3oe #14x1:' p'a 38 x 4 =152 8 e 2b x 4 =112 ' 11 0000 r=4 ,o.oso za•.00�,oaz „o+e. , ,91 r. 1rr.0os2,0s80 014xY' � 20':. 20' 10 • Includes both sides of beam. T, !400,'4 oleo 96 ,03 f'. u.e ,z to Exposure B b C and eave heights up to 15 feet. *Total number of screws for entire connection. za,00so.o„6sue o,m sue 5 . Table applies Des' n Wind Speed m h u to 150 m Splice Connections (To be used with Detail 2) z=!408'0. ja !,00'.54 0.120516 t6b 16 r'r 2' Table 2.14b Mansard Beam Moment T. r,0ona01245.6 Distance from Beam to Beam Minimum Number of Screws per Each Hall of Each Side of Minimum Gusset Plate r,r.6m>a6a.96 -1 v6 16.1 z Beams 4.00 5.00 6.00 6.50 7.00 8.00 9.00 Gusset Plate Thickness j, r, oost, o3a s.6 315 Y 3.00 ,usset Plate Wtdt r.,r.00nioaes .. Stitching 012x %' Screws '. 014 x'." Screws Hollow Sections 2" 2" x 0.045 x 0.045 Hollow 8-00 6.85 6.09 5.54 5.31 5.11 4.77 4.48 Beam Size screw 6.49 6.0 24^ o.c. line line TotaVGroup x 4 = line line TdallGroup x 4 = 6063-T6 Alloy or Equal x 2" x 3" x 0.045 x 0.045 Hollow 10.76 9.28 8.28 7.53 7.23 6.96 8.93 #12x'/.' #14x.' Total 8.31 7-79 screws screws ® O Toter 6 !s 2" x 4' x 0.050 x 0.050 Hollow 13.76 11.88 10.60 9.66 9.27 13.02 12.54 6x a = 24 11.72 11.05 12' �e _4 S.Y.O«5,ow5 ,eo• a2 2" x 5" x 0.062 x 0.062 Hollow 19.23 1 6.63 14.86 13.55 Ta 1-, o. 046, 0,00 #8 %'/i• ,4" 14' 4 12 x 4 = as 3 3 s x 4 = 32 tti T.,•.00504005o.m 6 0 '°' Self -Matt Beams SMB 11 77 11.33 ra 5,0.050.0.116 #$x �' 10.60 9.98 010x'/.• ,4' 14" -5 5 y6x4=64 a 3 toxo=40 r. r.000.oeaseo^ r4r.oea.a.+oo ss6 '] 2" x 4" x 0.046 x 0.100 17.37 15.03 13.43 12.25 1429 13.76 rx s.o.osoao.l2o 12.87 12.12 16' ,� 5 6 18 x tS ray"tOaWi0.n6sw 41 2"x5"X0.050x 0.116 21.09 18.25 16.31 14.88 16.84 16.22 zir,00ss:0.120 010x'K" 15.17 14.29 16 6' 7 22x4=88 5 5 16x4=64 /g r,c=oos6.otxsa6 ss 2"x6"x0.050x 0.120 24.87 21.52 19.23 17.54 18.81 18.12 r,r,0072.0.224 012x/. I16" 16.94 15.96 S 6 18x4=72 t9" 18" 8.: j. .26x4=104 I8 r.r.ome.oao96 r, r, eenie.a. y16 los 2'x7"x0.O55x0.120 27.78 24.03 21.47 19.59 24.53 23.63 r,Ir. o072.0224 012x'/." lir8 24x4=112 - 6 7 22x4=8a 22.09 20.81 16' 8 11a. r, 0zrp'° a' 2,a 2"x 8'x 0.072x0.224 36.24 31.35 28.01 25.55 26.68 25.70 r,r.0082.(30° 014xW 7 24x4=96 24.02 22-63 10 34x4=136 7 le ,e 9 !000'¢0006s>B j, ra eon, 4364 s1w 2f' 2'x9"x0.072xo.22a 39.41 34.09 30.46 27.78 r,,r,°os2,°'°° #,axY. 26.56 2503 F r•nnnP.Ctlon. Includes both sides Of beam. _ _c.._....... r Pnt,rr 0 w u � Cr P 0 UJ z C/) oo Uk7 LU J ? oo U Q w m Z d z� ,n Q o x 5 C, w tai J w � r � J Q c N_ W � O N J U Q V♦ O Q !V ZIn o0C z_ W z Q � o y z m 0 MM W � U V O Z � 4 Z2_ ' � m � Q • p tJ 11J O U' Nw til Z IL: LLJ W � Q (Y W O I L i-_] W U t! U 0 - DO DO PEON KIM, P.E FLA., REG. NUMBER 4f CERTIFICATE OF AUTHORIZATION NO. Ashley Aluminum. L P.O. Drawer 1539; Tompa, FL 3368' Table 2.10 Maximum Spans for Super Gutter and SMB Composite Beam for , Screen Enclosures One Side/Solid Roof Other Side (feet), Exposure B wind speed up to 130 m h with wind load of 14 PSI. 112 screen Roof Beam Span SMB and S Super Gutter Composite Beam e SiM wind up to 150 mph with wind load of 3Z PSI. 12 screen Roof Bee. span SMB and 5' Suix+Gutta Composne Be- 6 9 1 10 1 12 1 14 1 16 1 18 1 20 1 22 24 5' super Butter alone lDt sign wind sLoed up to 130 mph with wind load of 24 psf. 12 Screen Rod Beam Span kS,MIBI 7'Super Guner Composite Beam6 8 10 12 14 1fi 18 20 22 24 7'suuser a" 2"x- ■exi"x6"x 0050 x 0. 120 _ 14.2 13.3 12.6 IM001 .010.2 99 96 2"x7' x 0.055 x 0.120 152 143 13.5 1.8 114 110 106 103 2"xx 0072 x 0.224 185 17.3 164 .3 138 13.3 12.8 124 2"x9' x 0072 x 0.224 197 18.5 17.5.3 147 142 13.7 133 2'x9'x 0.082x0306 21.4 201 190 6.6 15.9 154 149 144 x 10' x 0092 x 0.389 250 23.5 222 .9.4 18.6 18.0 17.4 16.9 wind speed up to I50 mph with, wind loaa of SL PSI. 112 Screen Rod Beam span SMB and 7' Super Gutter Composite Beam Notes: 1. Solid roof span of 12 feet mused for maximum span calculations. If solid roof span is greater than 12 feet, for every foot greater than 12 feet, use h screen roof beam span plus 2 feet values. 2. Screen roof wind loads are 16 psi. Sold roof wind loads are shown above each table. 3. Solid roof portions may be replaced with screen roof portions in part or whole. Table 2.8 Maximum Spans for Screen Wall Girls or K -Bracing (feet), Exposure B Design wind speed up to 130 mph with wind load of 25.6 psi. Maximumspacing of qarts - 7 feet O.C. 2"x2"x O. Dor 8.10 feet 2'x r 0D45" 10.28 feet 2"x4"x0.050' 12.84 feet 2'x5"x0D67 1 1738 feet Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum spacing of irts = 7 feet o.c. r x r x 0.042" 7 DO feet r x 3" x 0045" 897 feet r x r x 0.050' 11.20 feet 20 x S x O.O6r 15.17 feel Design wind speed tip to 130 mph with wind load of 25 6 psf. Maximum verticalspacing of ins = 10 feet o.c. Z' x r x 0.044" 6.60 feel T x 3' x 0.045• 860 feet r x r x 0.050' 10.74 feet r x 5" z 0.062" 14.54 feel Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum vertical s acin of irts = 10 feet o.c. 2" x z• x o oar s 76 leer rx3'x0.045' 7.51 feet r x r x o oso' 9.37 feet rxs-xDo62" 1z�fa�� Note: I. Tables based on FRC 'rabic 2(02.4 Load Case A L/W=2 (worst case) Maximum girt spans are indirectly limited to 9 feet since maximum beam - to -beam span tables end at 9 fest o c. Table 2.17 Connection Detail # for Column to Foundation and Roof Beam to Host Structure Wall (Combined Stresses from Uplift and Lateral Loads) Ali Roofs / Exposure B / Mean Roof Height U to 15 Feet Wind Distance from Beam to Beam Speed _ __ ...,. ",.,. „r. � �.. AN Roofs / Exposure B / Mean Roof Height Greater Than 15 Feet and u to 30 Feet Wind 3.00 4.00 Distance from Beam to Beam 9.00 Speed Speed 3.00 4.00 5.00 6.00 6.50 7.00 6.00 9. W 3 3 4 4 5 6 6 6 100 100 F1 F1 F1 F1 F1 F1 F2 F2 110 F1 F1 F1 F1 F1 F2 F2 F2 120 F1 F1 F1 F2 F2 F2 F2 F2 136 F1 F1 F1 F2 F2 F2 F2 F2 140 F1 F1 F2 F2 F2 F2 F2 F2 150 F1 F1 F2 F2 F2 F2 F2 F2 Ail Roofs/ Exposure C / Mean Roof Hei NU to 15 Feet Wind 3.00 4.00 Distance from Beam to Beam Boo 9.00 Speed 3.00 4.00 5.00 6.00 1 6.50 1 7,00 8.00 9.00 2" x4"x 0.046 x 0.100 3 3 4 4 5 6 6 6 100 F1 F1 F1 F1 F1 F1 F1 F1 110 F1 F1 F1 F1 F1 F1 F1 _ F1 120 F1 F1 F1 F1 F1 F1 F1 F2 130 F7 F1 F1 F1 F1 F1 1-1 F2 140F1 F1 F1 F1 F1 F1 F2 F2 F2 150 F1 F1 F1 F1 F2 F2 F2 F2 All Roofs / Exposure C / Mean Roof Height Greater Than 15 Feet and u tp 30 Feet Wind 3.00 4.00 Distance from Beam to Beam Boo 9.00 Speed 3.00 4.00 5.00 6.00 6.50 7.00 Boo 9.00 2" x4"x 0.046 x 0.100 3 3 4 4 5 6 6 6 too F1 F1 F1 F1 F2 F2 F2 F2 110 F1 F1 F1 F2 F2 F2 F2 F2 120 F1 Ft F2 F2 F2 F2 F2 NA 130 Ft F1 F2 F2 F2 2 NA NA 140 F1 F2 F2 F2 F2 NA NA NA 150 1 F7 F2 F2 F2 NA NA NA NA Table 2.18 Connection Detail 9 for Secondary Column to Foundation (Side Wall) A8 Roofs / Exposure B 7 Mean Roof Height Up to 15 Feet AO Roofs / AN Roofs / wind Distance from Beam to Beam Speed r-,--r-� Z _ T -TT Wind I Distance from Beam to Beam Speed r -r --1-2"_-r _�., Wind Distance from Beam /o Beam e Speed r_�- AI Roofs / Exposure C / Mean Rod Hai ht Greater Then 15 Feet and up to 30 Distance from Beam b Beam F3 Table 2.15 Minimum Connection Screw Requirements (each side of connection a eacn slue of beam/column) for Roo`,• Beams, Uprights, and Carrier Beams, Exposure B (Combined Stresses from Uplift zlnd Lateral Loads) Note -To determine the number of lag screws cr masonry screws required to fasten beam to Host structure, take half the value in the table mid round up to the nearest number. (a) i 10 Screws All Roofs / Exsure B / U to 130 Roof Beam 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 700 Boo 9.00 If -Matin Beams SMB 6sweQ150 6 x 6 x 10 x 10 WWM or E uivalent g 8 42 1 - #5 bar continuous 8 12 50 2 - #5 bar continuous 2" x4"x 0.046 x 0.100 3 3 4 4 5 6 6 6 2"x6"x 0.050 x0.116 3_ 4 4_ 5 5 6 8 2" x 6' x 0.050 x 0.120 4 4 4 5 5 5 6 6 r x 7" x 0.055 x 0.120 4 4 4 5 5 5 6 8 2'xB'z0.072 x0.224 2" x r x 0.072 x 0.224 4 4 4 4 5 5 5 8 6 6 6 8 7 7 -7 7 2" x r x 0.082 x 0.306 4 5 5 8 6 5 7 8 2"xt0"x0.092x0.3B9 5 5 6 6 7 7 1 8 B (b) 6 10 Screws Aa Roofs / Ex we 81 U to 150 Roof Beam 3.00 400 Distance from Beam to Beam 5.00 6.00 6.50 7.00 8.00 9.00 if -Matin Beams SMB 6sweQ150 6 x 6 x 10 x 10 WWM or E uivalent g 8 42 1 - #5 bar continuous 8 12 50 2 - #5 bar continuous 2" x 4" x 0.046 x 0.100 4 4 45 4 5 6 6 7 2" s 6" x 0.050 x 0.116 4 4 5 5 6 6 8 7 rx6"x0.050 x0.120 4 4 5 5 6 6 7 7 2" x r x 0.055 x 0.120 4 4 5 6 6 6 7 B 2" x r x 0.072 x 0.224 5 5 5 6 8 7 7 B r x r x 0.072 x 0.224 5 5 6 6 7 7 B 8 r x r x 0.092 x 0.306 5 5 6_ 7 7 7 8 9 r x 10" x 0.092 x 0.389 5 5 6 7 7 B 9 9 (c) = 12 Sr All Roofs / Ex sure B / U to 130 h Roof Beam 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 7.00 8.00 9.00 Sa8-MaBn Beams SMB 6sweQ150 6 x 6 x 10 x 10 WWM or E uivalent g 8 42 1 - #5 bar continuous 8 12 50 2 - #5 bar continuous 2'x4"x0.048x0.100 3 3 3 4 4 4 5 5 2' x 5" x 0.050 x 0.116 3 3 4 4 4 4 5 5 2" x r x 0.050 x 0.120 3 3 d 4 4 4 5 5 2" z 7" x 0.055 x 0.120 3 3 4 4 4 5 5 5 2- x r x 0.072 x 0.224 3 d 1 4 5 5 5 6 2" x r x 0.072 x 0.224 3 4 4 5 5 5 6 6 2" x 9" x 0.082 x 0.306 3 4 4 5 5 5 6 6 2" x 10" x 0.092 x 0.389 3 4 5 5 5 is 6 7 (d) ! 12 Si A8 Rods / Table 2.19 Minimum Concrete Slab / Turn -Down (monolithic) Slab Requirements for Primary Column/Post Wall AN Roofs / E osure B & C / Mean Roof Heir ht U to 60 Feet / Up to 150 m h Monolithic Foundations Height (in) Width (in) 3.00 4.00 Distance 5.00 from Beam to Beam 6.00 650 700 800 9.00 6sweQ150 6 x 6 x 10 x 10 WWM or E uivalent g 8 42 1 - #5 bar continuous 8 12 50 2 - #5 bar continuous 12 12 58 3 3 4 5 5 5 6 6 58 3 4 4 5 53 r � � J N W 4 4 5 5 5 6 6 2" x 7" x 0.065 x 0.120 3 4 4 5 5 5 6 7 2" x r x 0.072 x 0.224 3 4 5 5 5 6 6 7 2" x 9- x 0.072 x 0.224 3 4 5 5 6 6 6 7 2' x 9" x 0.082 x 0.306 4 4 5 5 6 6 7 7 2"x10"x 0.092x 0.389 4 4 5 6 6 6 7 8 Table 2.19 Minimum Concrete Slab / Turn -Down (monolithic) Slab Requirements for Primary Column/Post Wall AN Roofs / E osure B & C / Mean Roof Heir ht U to 60 Feet / Up to 150 m h Monolithic Foundations Height (in) Width (in) Maximum Roof Spans (ft) Reinforcement U g`Q, 3 1%" (4" Nominal) Thick Slab Onl 35 6 x 6 x 10 x 10 WWM or E uivalent g 8 42 1 - #5 bar continuous 8 12 50 2 - #5 bar continuous 12 12 58 2 - #5 bar continuous 12 16 66 2 - #5 bar continuous 16 16 unlimited 2 - #5 bar continuous Note: All secondary wails (side walls) may use 4" nominal slab for all loao cases. Table 2.20 Minimum Perimeter Concrete Footing Requirements for Primary Column/Post Wall AN Roofs / Exposure B & C / Mean Roof Hei ht U to 60 Feet / Up to 150 m h Monolithic Foundations Height (in) Width (in) Maximum Roof Spans (ft) Reinforcement U g`Q, w 8 8 1 g 1- #5 bar continuous 8 12 25 2 - #5 bar continuous 12 12 35 2 - #5 bar continuous 12 16 45 2 - #5 bar continuous 16 16 58 2 - #5 bar continuous Note: All secondary walls (side walls) may use 8" x 8 footing for all load cases. w U) U g`Q, w O a 01 LL U n p c0 Z a0 � 0 o U Lu J - ao a0 H L J v 10 cc - O zv a z in L 0 v in a Q J a > O F w LL � _ J w r � � J N W N Q C/-) c 0 � > W I- tD U F- W TJ i U Ld d LL1 Q w o O Q v Q' - Lnn (/) Z LL O W o = Y m W W �I. O Z L, O P, 3 Q Z N LLJ M C) (n DO PEON KIM, P.E. FLA. REG. NUMBER 49497 CERTIFICATE OF AUTHORIZATION NO. 9584 Ashley Aluminum, LLC P.O. Drawer 15398 Tampa, FL 33684 U) LJ(� LL () O J U N W W z F- F- W Z U Ld d LL1 Q w o =U v a_ U (/) DO PEON KIM, P.E. FLA. REG. NUMBER 49497 CERTIFICATE OF AUTHORIZATION NO. 9584 Ashley Aluminum, LLC P.O. Drawer 15398 Tampa, FL 33684 SCREWS (4 MAX.) LOGGED INSIDE P166DI5 MAY 115E I/O a Y SCREWS N COM610N WITH P SCREW BOSSES N LIED OF N.9PURLIN CALLED OUT N TIRE 2.14. SPACE 9CREW5 EQ WW (tYPJ SPACE SCREWS ELIINLY (IYP.) SEE DETAIL 1: TYPICAL GABLE BEAM CONNECTION N w fes"' ------i1• 1 1 . Y OPEN BIaL COMEs6ON To IXXLNi/P65FtE&CH .LAK MOE r . r PURLIN ATTACHED m BEAMSI BFi1Y (SEE TABLE 2.1 - 2.6) Y x Y PUIBN ATTACHED m WEAMS WIIH (DO /10 a WJE' SOLS INTO SCREW WOH (2) /10 1 11j• SJLS. NIO SCREW BOSSES M 1E71 OF 1 ■ Y�OIPAENR/�B+ApCSK� BOSSES N LED OF 1 Y OPEN BACK _Zr ATE. NT (1YPJ > a0+ 1• a Y OPEN BADE FAS IED TO CNLAN/POST FOR DETAIL, NUMBER WITH (2 a 11i• SM.s. (FM/ EN0. 71P.} I• . Y OPEN BACK FASTENS) ro COURBL/POST y T USE /,O . 11(• SMS m CTom O m SE # WITH (2)--%f0 . Vi• SM -S (FAfyl EN0. 7MJ. Y a Y SECTION O 24. ELM USE /10 x 1K• S.LLS. ro CONNEE.T ro Y . Y SECIgM O 24' O.C. BEAM MM BE FIAT OR SLOPED M QOBO' YIIL BOBS -78 FDR S FASIEERS PER VENCE ENE OR U55 OITERML4IC O Z 606,-16 AELOY G155ET PVGE (FYPa. BREW W W _ F1AL LAP1 CrYP. ALERN KTI4V )i' MOL Pu (SFE TABLE 2.4 - 21) @lEIF ($EE TABLE 2.15 - 216 FOR MN. REMAED) DETAIL 3: TYPICAL BEAM TO COLUMN/POST LAP CONNECTION BEAM STITCHING SCREW O 24. O.C. (TMP.OP ANO BOTTOM OF STAB) SEE TABLET216 FOR FASTENER S� SCREWS (4 MIK.) LOCATED NSM PIRUNS MM USE /10 x r •1TEY6 N COKXX4CT10N WTH RNUN SCREW BOSSES N UBN OF SCREWS CALLED OUT N TABLE 214. 0 DETAIL 2: TYPICAL MANSARD BEAM CONNECTION SCREI (SFE TABLE 3.4 - 33 FOR MK REQUIRED) (SEE TINE 21 - 25) MAY BE FIAT OR SLOPED (SEE TABLE 2.s - 2_1) (SEE TARE 215 - 2.16 FOR MN. REQUIRED) DETAIL 4: TYPICAL BEAM TO COLUMN/POST GUSSET PLATE CONNECTION MAR. gSTANCE 1• BEAN EDGE (IMP•) II �� i i Z � c• ROOF BERM ko � I 1 (11))-41oxX' O 1Y O.C. OR T _ I (1 1MIDHEIGHr2O 0F SM PER SPACED (IMP.) Y AT' 20 FOOT OF TRIBUTARY WUM ON EACH SB)EOF BEAM (N) -OXO t BOOTTOM ROOF BEM1 �� DOUBLED CARRIER BEAM 8 CARRIER BEAM 0.040' MIN. TACT( ANGLE (EACH S-0BLW N SEE TAE 2.3 WITH CONFECTIONS WITH 5 OR LESS FASTENERS PER VERTICIL LEE. USE 0.10' MIL THICK ANGLE (EACH SM WITH CONNECTIONS WITH 6 OR MORE FASTENERS PER VERTICAL LRE. SCREWS PER TABLE 217. 2.16 NOTE: TOTAL WAGER OF FASTIEH S ON ROOF BEAM SHALL BE SAME NUMBER USED TO CONNECT TO THE CARRIER BEAM DETAIL 5: TYP. CARRIER BEAM TO BEAM CONNECTION 1' . Y OPEN BACK ATTACHED TO WALL ATTACH TO BEAM WITH (2) - /1091' S.MS. INTO SCREW BOSSES (TMP•) \' 9 It : NG LOWOOD LAG SCREW OR Yf� 6 x 2W LONG CONCRETE SCREW O 24' O.C. AND WTMN 6. OF EACH PERPENDICULAR MEMBER (ITP_) '.7 14' I x Or LONG WOOD IAO. SCREW OR �XR' 6 x 2X1' IOW' MASONRY ANCHORS PER TABLE 219 4.-.1**. 1 --HOST STRUCTURE ANCHORS •• FPUALLY SPACED (IMP.) r • `HOST STRUCTURE (MASONRY OR (FOOD) USE 0.040• MN. THICK ANGLE (EACH SIDO WITH COIBECfbNS WITH 5 OR LESS FASTENE3M PER VERTICAL LLE. USE 0.10' MN. THICK MERE (EACH Soo WITH CONNECTIONS WITH 6 OR MORE FASIBERS PER VERTICAL LIE. SCREWS PER TABLE 217. 21B NOTE TOTAL NUMBER OF FASTENERS ON ROOF BEAM SHALL BE SAME NUMBER USED TO CONNECT TO THE CARRIER BEAM DETAIL 6: TYP. BEAM TO HOST STRUCTURE CONNECTION IEAY STTTUN) BMW • 24• (IMP. IOP AID BOTTOM OF SEE(; EE TINE 2,16 FOR FAS71MM 1• a 1' .)k' SY r LONG ANGLE. / EACH 510E (MJ OR BOU6MLEM J 'JCIIFNIEL (4) /6 x)T FApl 9 ROOF BEAM SEE TABLE ZU III L1. 24. OR 26 DETAIL 7: TYP. PURLIN TO BEAM CONNECTION Ya YPUBN Vm-'WX PURIM SPICM )' e u e(� 10 a I• LONG WIO(�. ALTFI6MTND 1'a Ya11•'BY Y LOB EACH S10E (TIPSS SSR 0 V RFTi7NHG (4) /6 x jr SFACH Ya YGRT (10•-O• MAXPURAI SPACM ) DETAIL 6: TYP. GIRT TO POST CONNECTION / • 2 OPEN 1• . Y OPEN BACK FASTENED TO CMLUVPOST • _ 1 W Q WITH (*410 . 0i• SALS (FMR DB. TVP.). USE /10 . it .,, • TO CONNECT TO r . r SECTION • SC OL TW-Smw #10 ss s INTOOR y CWA6T/POSC (2) EACH ALOE Cn'Pa W r0 F ymQl OgLONN/POST (SFE DBE 2.6 - rn = O Z u - DETAIL 12: TYPICAL SIDE WALL PURLIN CONNECTION 0 m ZPURUN M& BE M � BO � OR SOPAC M TAaJ<2.1� D 3 af LLJ Oil af 0 o 0 120:: COLUMN TO FDN. CONNECTION, SEE TABLE 2.17 E 2.18 FOR DETAIL NUMBER 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/ 6 x 6 x 10/10 W.W.M. OR FIBER REINFORCED SEE TABLE 2.19 FOR MAX_ ROOF SPANS �ynR A • r.) A .:• NU_ j (•'+y ':`est.-=•�•('�:Y L;••: •?•!•; :�: i.- =�5` Y Y PEW SA 16KM CREW m m BENS WOH (•!) t1.. 1O• S1L4. MO 9C16R BWSES M TNI OF N w ------i1• 1 1 . Y OPEN BIaL COMEs6ON To IXXLNi/P65FtE&CH 0 O • N TO U . Y oPd Brat FAnELL (EOOUA61/TbSTWIN(2}-/t0.. (SEE TABLE 2.20) SEE TABLE 2� At 21(XN68CRIaN. > a0+ SA ONN (OPTIONAL FOR SCREAM EN(X.OSURES) RISE Ito . BL• SATS m CONEi.T(1�Pa. u.r a r sDG11oN • 24• oaIC ANUE ISM FOR DETAIL, NUMBER cl)w :D (SEE TABLE 2.19) L1_ V) D 1 01 2� f 0 ■ ' LONGSSES =2" N amow BB EH DSWKMLMIUE O Z (n �m SEE TABLE 217 At 215 CrYP. ALERN KTI4V Z U O N Z 4' NOMINAL CONCRELE STAB PUI6N MM WE 1MI®OKNL Y. PSL M*L) w/RLNFOR 6 1 1a / 10 amp (� w H J co L , I Z SAM COLUMN OR HOLIDAY POST O H LL CO C) w LJ Q • e -. Z W O = U RADEY OPEN BMc F/1DED, 10 i ' (2 10 . 1C SAA (FMcta '. .•t•:.;.om ' U 0 VWN USE /10 . TASYS m CON ECT TO t ,, .. :rmet q`',:� J.S,.' Y . r GITLON 62• or_ •••� Y' ,• ` i O •LB . �1 DO YEON KIM, P.E. moomm 70 COLLIAKOPOST FLA. REG. NUMBER 49497 • ♦ L0 Q d Q >OF- (SEE TABLE :, - z» CERTIFICATE OF _OOUAN/POST /5 REBAR, CONTINUOUSAUTHORIZATION NO. 9584 (SEE TABLE 219 FOR QLMN'ITM w LL p N w FOOTING WIDTH SEE TAELLE i1aP.O. DETAIL 14: OPTIONAL SIDE WALL PURLIN CONNECTION Drawer 15398 Tampa, FL 33684 GRADE . , • d ' r LCO F- x (SEE TABLE 219) • Q .. COMPACTED SOIL/SAND • A. ♦ AMWWUS ' •'• E /5 REHAR. CONTINUOUS- • TABLE 2.20 FOR / !1 tJ / O :y (SEE (SEE > J U� FOOTNG Ww7HA T DETAIL 6: TYP. GIRT TO POST CONNECTION / • 2 OPEN 1• . Y OPEN BACK FASTENED TO CMLUVPOST • _ 1 W Q WITH (*410 . 0i• SALS (FMR DB. TVP.). USE /10 . it .,, • TO CONNECT TO r . r SECTION • SC OL TW-Smw #10 ss s INTOOR y CWA6T/POSC (2) EACH ALOE Cn'Pa W r0 F ymQl OgLONN/POST (SFE DBE 2.6 - rn = O Z u - DETAIL 12: TYPICAL SIDE WALL PURLIN CONNECTION 0 m ZPURUN M& BE M � BO � OR SOPAC M TAaJ<2.1� D 3 af LLJ Oil af 0 o 0 120:: COLUMN TO FDN. CONNECTION, SEE TABLE 2.17 E 2.18 FOR DETAIL NUMBER 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/ 6 x 6 x 10/10 W.W.M. OR FIBER REINFORCED SEE TABLE 2.19 FOR MAX_ ROOF SPANS �ynR A • r.) A .:• NU_ j (•'+y ':`est.-=•�•('�:Y L;••: •?•!•; :�: i.- =�5` Y Y PEW SA 16KM CREW m m BENS WOH (•!) t1.. 1O• S1L4. MO 9C16R BWSES M TNI OF DETAIL 11: TYP. CONTINUOUS PERIMETER FOOTING ------i1• 1 1 . Y OPEN BIaL COMEs6ON To IXXLNi/P65FtE&CH 0 O . Y oPd Brat FAnELL (EOOUA61/TbSTWIN(2}-/t0.. (SEE TABLE 2.20) s TT, (TO SA ONN (OPTIONAL FOR SCREAM EN(X.OSURES) RISE Ito . BL• SATS m CONEi.T(1�Pa. u.r a r sDG11oN • 24• oaIC ANUE ISM DETAIL 9: TYP. SLAB FOOTING AN=N.. WL. EDGE OWIANCE :D (SEE TABLE 2.19) L1_ V) 2� f 0 ■ ' LONGSSES =2" N amow BB EH DSWKMLMIUE O Z SEE TABLE 217 At 215 CrYP. ALERN KTI4V N Z 4' NOMINAL CONCRELE STAB PUI6N MM WE 1MI®OKNL Y. PSL M*L) w/RLNFOR 6 1 1a / 10 amp (� L , I Z SAM COLUMN OR HOLIDAY POST O C) w LJ Q • e -. Z W O = U RADEY OPEN BMc F/1DED, 10 i ' (2 10 . 1C SAA (FMcta '. .•t•:.;.om ' Y . Y PERIMETER 1ffTER MEATFACIBD m DEMO WITHBACK 0 VWN USE /10 . TASYS m CON ECT TO t ,, .. :rmet q`',:� J.S,.' Y . r GITLON 62• or_ •••� Y' ,• ` • • COMPACTED SOL/SAND yPUs�Mo � BOSSES � •LB . �1 DO YEON KIM, P.E. moomm 70 COLLIAKOPOST FLA. REG. NUMBER 49497 • ••• FOR SCREEN ENCLOSURES) (SEE TABLE :, - z» CERTIFICATE OF _OOUAN/POST /5 REBAR, CONTINUOUSAUTHORIZATION NO. 9584 DETAIL 6: TYP. GIRT TO POST CONNECTION / • 2 OPEN 1• . Y OPEN BACK FASTENED TO CMLUVPOST • _ 1 W Q WITH (*410 . 0i• SALS (FMR DB. TVP.). USE /10 . it .,, • TO CONNECT TO r . r SECTION • SC OL TW-Smw #10 ss s INTOOR y CWA6T/POSC (2) EACH ALOE Cn'Pa W r0 F ymQl OgLONN/POST (SFE DBE 2.6 - rn = O Z u - DETAIL 12: TYPICAL SIDE WALL PURLIN CONNECTION 0 m ZPURUN M& BE M � BO � OR SOPAC M TAaJ<2.1� D 3 af LLJ Oil af 0 o 0 120:: COLUMN TO FDN. CONNECTION, SEE TABLE 2.17 E 2.18 FOR DETAIL NUMBER 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/ 6 x 6 x 10/10 W.W.M. OR FIBER REINFORCED SEE TABLE 2.19 FOR MAX_ ROOF SPANS �ynR A • r.) A .:• NU_ j (•'+y ':`est.-=•�•('�:Y L;••: •?•!•; :�: i.- =�5` Y Y PEW SA 16KM CREW m m BENS WOH (•!) t1.. 1O• S1L4. MO 9C16R BWSES M TNI OF ------i1• 1 1 . Y OPEN BIaL COMEs6ON To IXXLNi/P65FtE&CH . Y oPd Brat FAnELL (EOOUA61/TbSTWIN(2}-/t0.. s TT, (TO SA ONN (OPTIONAL FOR SCREAM EN(X.OSURES) RISE Ito . BL• SATS m CONEi.T(1�Pa. u.r a r sDG11oN • 24• oaIC ANUE ISM DETAIL 9: TYP. SLAB FOOTING AN=N.. WL. EDGE OWIANCE :D (SEE TABLE 2.19) V) CMLAN04)6T (SEE TABLE 2.6 - 2.1) O COLUMN TO FDN. CONNECTION. SEE TABLE 217 At 215 FOR DUAL NUMBER DETAIL 13: OPTIONAL SIDE WALL PURLIN CONNECTIONLLJ N Z 4' NOMINAL CONCRELE STAB PUI6N MM WE 1MI®OKNL Y. PSL M*L) w/RLNFOR 6 1 1a / 10 amp (� L , I Z W,W OR FIBIR n!� r, r PERIMETER MEMBER ATDaED m BENS WIN Opal %IVCN im �F6 LION C9LL6B(R _SCREWti C) w LJ Q • e -. Z W O = U RADEY OPEN BMc F/1DED, 10 i ' (2 10 . 1C SAA (FMcta '. .•t•:.;.om ' 0 VWN USE /10 . TASYS m CON ECT TO t ,, .. :rmet q`',:� J.S,.' Y . r GITLON 62• or_ •••� Y' ,• ` • • COMPACTED SOL/SAND yPUs�Mo � BOSSES � •LB . �1 DO YEON KIM, P.E. VAPOR BARRIER (OPTIONAL ' FLA. REG. NUMBER 49497 • ••• FOR SCREEN ENCLOSURES) (SEE TABLE :, - z» CERTIFICATE OF _OOUAN/POST /5 REBAR, CONTINUOUSAUTHORIZATION NO. 9584 (SEE TABLE 219 FOR QLMN'ITM Ashley Aluminum, LLC FOOTING WIDTH SEE TAELLE i1aP.O. DETAIL 14: OPTIONAL SIDE WALL PURLIN CONNECTION Drawer 15398 Tampa, FL 33684 DETAIL 10: TYP. TURNDOWN SLAB FOOTING (SEE TABLE 219) L- .A 11 C tml c c-rccl !`ARI C /TVP 1 Ur- I AIL. -1 tea: I T rII+HL I -P% I F-rvm '- CABLE BRACING (9) /12 x ii S.M.S. TO WALL MEMBERS h DETAIL 16a-1 ` N •e b V (8) j12 x 3i S.M.S. TO WALL MEMBERS OPTIONAL DETAIL 16a-1 x Ye' S.M.S. ANGLE b v 212 HEADER W/ DOUBLE WASHER AT NUR EACH SIDE, EYE SNUG AGAINST ANGLE OPTIONAL DETAIL 16a-1 P- 0)-%' CONCRETE ANCHOR W/ 2)¢' MIN. EMBEDMENT (THP.) 15-2 (ALTERNATIVE) A- MN C -C SPACING (TW) — At TOST (SEE TABLE 2.4 - 27) %' THICI ANGLE EACH SIDE SFE TABLE 2.15 - 216 FOR MN SCREWS REOWRI D W • (WX) CONCRETE A/CHOR, 2SP MN ELBEDMENr (THP.) DETAIL F1: COLUMN TO FOUDNDATION (SEE TABLE 2.17 FOR COLUMNIPOST) (SEE TABLE 2.16 FOR SIDE WALL COLUMWPOST) NOTES 1. TP M CONCRETE ANCHORS SHALL HAVE MOO" LILTIYAE TENSION GPACIIY DF 2200 LBS. AND MINOM 1ATMATE SHEAR QAPAcm OF 2800 LBs S.M.S. WARN 1M1. (i- EDGE DISTANCE < u w Op1H/1 qt MOLLOIE f+OST AND c -c sPAcwo (IYP.) SEE TABLE 21s OR 218 EOR MN s0� AND %' AN(YE. FADH SIDE (THP.) OlUEBTY OF SCREWS REWlOFD OROR EOUPMJ.EIT v RExE7V81D CFIANNEl. / 1 A• . ATE ANCHOR (THP•) •► t- x Y OB SOLE PLATE EDGE OF StL+I IVry o -o W UK C -C SPACING (TW-) — r r: 0 x 2%- CONCRETE SCREW ..*M O 24' O.C- (TYPA (-ALN (2)-410 It I' -- LONG SA-& INTO SCREW BOSSES (THP-) SECTION A -A NN OR HOLLOW POST x 2' OB SOLE PLATE 4 . rlX* x UM x THICK "' �� ALUMINUM FLATTBAR R T (SEE TABLE 2.13 h 2.14) DETAIL F2: COLUMN TO FOUDNDATION (BEE TABLE 21T FOR CMU— (SEE TABLE 218 FOR SIDE WALL C0.UMNNOST) NOTES: 1. Ti- . COHI2iElE ANCHORS sNNA1 NAPE MMMIAY • (2) - Y4'x %' CONCRETE � m SCREW ANCHOR (TYP.) ULTUCE SHEAR DETAIL 16a-2 OF nOD LBS. SATs. WITH ILL W EDGE DISTANCE AHO C -G SPACING CIYPJ SEE TABLE -A- COLLIW OR HOLLOW POST 215 OR rf O FOR NN SIZE AID %' NWUAL EACH r (THP.) OWf1Y OF SCTEtNS REOImED OR EOUTMUE7NT V RRE]YW10 CALM»NEL / cmomrE ANCHOR (THP.) t• It Y OB SOLE PLATE (SEE TABLE 2A 81 2.7) (2)-/10x1%- S.M�.S. BTO SCREW BOSS FROM UPRIGHT (TYP. EACH END) %• • CONCRETE SCREW AI(lOR. 1%' MN EM6EDMENT (TYP.) 4. 4T 7/ A DETAIL F3: SIDE WALL COLUMN TO FOUDNDATION (SEE TABLE 218) NORM 1A- 0 CONCRETE SCREW ANCHORS SHALL AMIE MINIMUM ULTOWTE TENSION CAPACITY OF 800 LBS AND UMM M IILTWWTE SHEAR CAPACITY OF 1050 LBS. SAES COLL116N OR HOLLOW POST %' / CONCRETE SCRAM ANCHOR 1W WIL EMBEDMENT (TYP.) Y 08 SOLE PLATE - I It ?f j- CONCRETE SCREW ANCHOR O 24' O.C. (TNPa EDGE OF SECTION A -A COLLARN/PDST LS 4 V) SECTION B -B r— %- THICK ANGLE EACH SIDE Ld SEE TAME 215 - 218 FOR MN SCREWS REQUIRED —A- • (YAK) CONCRETE ANCHOR. U'o "o z 'S c0 U O 2%• MN EMBEDMENT (ttP.) )f,' ANGLE WITH (2) - A- • CONCRETE �V.-co St2LflY ANCHOR. 1%• ANN. DAB (T11.. 2N= (THP.)T3. - i- It 2. OPEN BACK FASTENED TO z G- z o f o a 2' x 2CORNER SECTION WBIH 410 x Ui S.M.S.O 24. O.C. OR CONONUOUS SNAP p q (.A 3- STEEL-CAMELBACK- CUP (TYP.) THIS CUP MAY BE INSTALLED ON T/C OR ON SIDE OF CONC. SLAB (2- MIN. CONCRETE EDGE DISTANCE) `SCREW YANCHOR (TYP) RETE OPTIONAL DETAIL 16a-2 1".:r 06 SOL EDGE OF L- • x 2%- CONCRETE SCREW • • ("10M0- ANCHOR • 24' LDNGO.C. (TWO SCREW BOSSES (TWO SECTION A -A Jtt, i IVIW ti-ts HI OR HOLLOW P " x Y OB SOLE PLATE FLIMITATIONS 2' x BRACE (TYP.) SEE NOTES DETAIL 16b-1ON TABLE 2.13 & 2.14 INTERMEDIATE GIRTS SHALL BE INSTALLED TO MEET BRACE SPAN ON TABLE ?.8 OR 2.9 16b-2 DETAIL 16b-3 DETAIL 16b: TYPICAL LATERAL K -BRACING =4G' 2 SRACCEES nW> c -c DETAIL 16: TYPICAL EXTERIOR CORNER DETAIL (PLAN VIEW) POST 2' x Y DAVE RAIL 1'x 2'O.B. O PATI) SECTION O 8 u 3' x 3' x 0.050' MIN. 6063-T6 ALLOY O PLATE OR STRONGER WITH (EACH SIDE AS SHOWN (W MIN. PLATE EDGE DISTANCE Al C -C FASTENER SPACING) I K -BRACE DETAIL /6L1-1 CORNER POST 3' x 2' x 0.050" MN 6083 -TB M1AY PLATE OR STRONGER (3EA(a-Ir1 S DE A -SHOWN Q4• MNL PLATE EDGE DISTANCE k C -C FASTENER SPAGWG)— 6' x 5' x 0.050' 6063-T8 ALLOY PLATE OR STRONGER K -SPACE ' GIRT (CHAIR RAIL) p 0 0 O p K-MAGE DETAIL 16b-2 K -BRACE -1' x 2' SOLE PLATE FOUNDATION PROMOE COLUMN TO FOUNDATION COtNNECTION DETAIL 1, % f CONCRETE ANCHOR (2 PLACES) IN LIEU OF TYP. A' W CONCRETE SCREWS FOR CORNER COLLOM DETAIL 16b3 W U 4 V) L rn N y p v1 Ld UJ U'o "o z 'S c0 U O �V.-co UQ Lu w 0 z G- z o f o a 5; F-- >_ oN U LL U _ J W (� z Wr (CHAIR RAL) w J In a LLJ Z C O a� ' W I- F- n W J U� Z ! ( , S � LAJ `J O U (f) V♦ J U a. O Q DO YEON KIM, P.E. 01-1 CERTIFICATE OF Z n AUTHORIZATION NO. 9584 O P.O. Drawer 15398 OCz Tampa, FL 33684 W o a -W� U W m w N Y �I Uj Uj O ql Z O 3 4 Z IS Go F- n m Q LJ LLI o co V) Ld 0 U bLUMN (� z Wr (CHAIR RAL) w LLJ Z F- n W (11 TaTAUMI SHOWN Q4' MIN. Z ! ( , S.M.S AS PLATE EDGE DISTANCE Al LAJ `J O U (f) C -C FASTENER SPACING) J U a. DO YEON KIM, P.E. FLA. REG. NUMBER 49497 CERTIFICATE OF AUTHORIZATION NO. 9584 Ashley Aluminum, LLC P.O. Drawer 15398 Tampa, FL 33684 BEAM MAY BE RAT OR SLOPED. SEE TABLE 2.1- (be SMB LARGEST BEAM ALLOWED wRN 1H8 DEDM. SITE SPwm E1WB FOR mM- REoU1PED THAN 2.8 SMS) ANGLE 4' BREAM (1I -S/fix - 4t'f RY LAG SC 1)-1}70 :MY Sime v 13' O.C. (MAIL.) BETWEEN BEMIS (TYP.) FASGLA TO EI TAIL SUPER unER O RAFIIIt e 4- LONG PAN LEAD I e SCREWS ATO 5.115. (TIP. e Sim a 12' O.C. EN BEAMS (TIP.) L --r x Y x X• ANGLE (EACH SIDE OF BEAD W/ IML TOTAL NUMBER OF SCREWS PER TABLE 217 OR 2.18 (TMP. EACH SDE OF BOAR DETAIL 17: TYP. PLUMB FASCIA CONNECTION BEAN MAY BE RAT OR SLOPED. SEE TABLE 2.1-2.5 (2x9 SH® LARGEST BEAM ALLOWED wml THIS DEUR. SNE SP FOR BEIM6 I/NtCER THAN LOFIO a EACH BEAM 4• ESIGH yTBAp) �4M)v-ii• 0 x 2• LAG SC (1)-/ o ExAF�L �se 13' D.C. (MAIL) BETWEEN BEAMS ("P.) 0 0 fOLWOMIL N OMAN casomt MAC fAtl IRAN FROM TABLE it r -a -- -- 1 Wm CIE 7lrE LI)-, "W MIL soo-n AHOY NOR A FxSE166 PD1 NAE f MK _ "; °0L xR� Alo'�r•iL ruili S� oma avinNlL Iff -�WL2.t�17�EW c69/ O t7-19 DETAIL 21: TYP. NON -GABLE ROOF TRANSOM (RISER) WALL x(4(4 1EACH �; SHIM �p a BEAM (SEE TABLE 2.4 - Smr �m GLITTER AS REO'D. _�T' x (1� 10x1Ye' SJI.S O 12. O.C. (WDc.) BETWEEN BEAMS (EYP.) OF BEAM) i i TOTAL of S 167 ANGLE (EACHSCREWSS 16 (PER W. EACH TABLESIDE OF 17 OR2BEAM) DETAIL 18: TYP. SLOPING FASCIA CONNECTION BEAM MAY BE FIAT OR SLOPED. /t0 x 1W SJLS(WN.) O 24' SEE TABLE 2.1-25 (2x9 SMB LARGEST O.O. CONNECTING 1' O.B. BEAM ALLOWED WITH THIS DETAIL. SITE TO QUITER (08 6 OPTIONAL) SPECIFIC ENGINEERING DUAL REQUIRED 1' x 5- x X' ANGLE 4' FOR BEAMS LARGER THAN 210 SIMS) LONG • EACH BEAM / (',{)-j10 x)(' (5)1. . x Y LIG SCREAMS S.MS. (TMp, a 1. O.C. (TYP. O EACH EYVCFI STRAP)� "AND (1)-lf• 0. x 2' LAG SCAND a 21' 0. SSP F7 TO GLrtTER w/ IDNL 2-}i0 S. MAY E CONION w0tt ENTIRE LENGTH OF CUTTER O O SECURE FASCIA TD EACH RAFTER TAL M/ (1}X3' x 4' 10!16 PAN HEAD LAG scaEYYS eEic1E AQDLCHeNG SUPER GUTTER _oJI2 W SCREW (MAY E (2)-3' x Y x X• ANGLE (MAY BE SINGLE ANM W/ 1aNN. TOTAL NUMBER OF 5OEW5 SSP F7 TO GLrtTER w/ IDNL 2-}i0 S. MAY E CONION w0tt PER TABLE 2.17 OR 219 (TMP. EACH SIDE OF BEAM) ANIGlFSBCOHECEDIO - 2• WIDE MK 3003 -Nu ..y 7- (MAX) SUPER CUTTER MLDY. PULED TMIf (2 O EACH EAAO DETAIL 19: OPTIONAL FASCIA HANGER CONNECTION NOTE: F FASCIA IS SLOPED, SAME DETAIL MAY SE USED VVRM SAME BACKING AS SNO))VM M DETAIL 13 BEAD MAY BE RAT OR SAGEST SEE TABLE 21-2a (210 516 LARGEST 0.G .CON ECHO (I )dr OJL4• TO GUTTER (OJL 6 aPT1oHN 1 AA PA PROVIDES A MNT091015 LOAD PATH BEAM ALLOWED WITH 146 DETAIL. SITE WKFIC o1GINEEFUNG DEM REQUIRED r %orifi O'r.LatµAY 4- 3'.3'x0.050' MK HATE (3)-,12 SMS. FOR TAMS LARGER, THAN 2x6 SMB) / LATERALLY ANON >r FIDST STTaICT77E OR TRACED VALL CDYP.)rt (3) - EACH 5 4YW . x 2 . LAG SC (I�/,o x�Y sMs0 12' O.C. (MAX) BETWEEN BEAMS (TMP.) .> FASCIA TO D RAFTER TAIL w/ (1)-4 r LONG PAN HEAD L COUANNN/POS7 (SEE TABLE 2.4 - SEE CURER DETAILS COLUMN CUTTER BEAM MAY BE FLAT OR SLOPED. SEE TABLE 2.1-2.5 (2x9 SMB LARGEST BEAM ALLOYED WDH THIS DETAIL. SIFE SPECIFIC ENGINEERING DEEAL REQUIRED FOR BEMIS LARGER THAN 210 SMB) ' MAY BE ROTATED 90 6 OPTIONAL 1---SPOt � IDwN F R"CNUTY SEE OETAILS 17-19 NOT SF .' . DETAIL 22: GABLE ROOF TRANSOM (RISER) WALL (3) flo - SAM EACH I (ARAM E SINGLE ANGIij • To IT O CONP.T. LUMBERL ALO cur W/ INN TOUR TABLE 2 7 SCREWS (5 FRG P.T.TUO S) CIORG PER RUBLE L77 OR 219 (5' LONG OR CONTINUOUS) CUT NONE RTRRFLR MAY E 1' x 1' (73'►. t7'GR SDE OF 7' (MAX) 7O Fn a BEAMS OciRDDED pIL7ET.7- I SUPER pmDR AL1111NOAAR OR 1' .PVC NOTE FE19Rll MAY 1' x 1' EXTRUDED PICIv I, 9 7 , 9 LAD scam x B• w/ FERRELL ALUINEGAR OR 1. 0 PVC SCREW MAY E ANGLED INTO FASCIA (TMP. EACH SDE OF BEAM) /10 R 1X' S.MS4(- a 24• O.C. CONNECTING 1 O.B. TO GUTTER (OA IS OPTIONAL) ,• x 5- x X• AMD E 4' LONG O EACH BEXJ - ' A x 2' LAG SC eEACH BEANO 10 R Y SJLSO .C. (MAX) EN BEMIS (TYP.) LRE FASCIA TO EA ER TAIL W/ (1) -- OK PMN HEAD L NS BEFORE ATEA 3L GLITTER `7' (MA)L.) SUPER GUTTER 11 CW EACH R OSCION L SDE OF DEMO FE76F1L GLE AW BE SINGE � '/ MK TOOL NUMBER OF SCREWS ER TABLE 2.17 OR 2.19 TMP. EACH SDE OF KENO OEM MAY DE sur ac Y+xw. SEE TIKE 21-%A141? 5 516 LARGEST BEAM ALLOWED WIM 146 L1ETA1-. WE SPECIFIC ENGINEERING DETAIL REQUIRED FOR BEAMS LARGER THAN 2x9 SMB) -7 SEE F REQUIRE]MOM(M � `�••}/� 7- (W x) SUPER b'UTTER v/ (SEE TABLE 2.10 E L11) J r.rM0.050' MK PLATE (3Y412 SM.S. wm BEAM AND couA/I (TMP•) (3)- I"' SMS PER 3'x12' WIDE ROOF PAN W/ %" WEORAL WASHED (1WASLER PERMS • 4/7"a- 1E PANEL. OA SOW ROOF PANELS SEE TABLE 1-2.11 MIR 3.1 FOR SPANS BOLTS W EACH END (TMP•) EE TIKE 2.10 OR 2_11 OR CARRIER BEAM SPANS 3'.]"x0.093' IDL COLIIHN (rw) DETAIL 24: TYP. SCREEN ROOF - SOLID ROOF PANEL CONNECTION BEAM MAY BE FLAT OR SLOPED. SEA: 2.1-23 (9�A 516 XGES1 (3�fjQW sA& PER 3•x12• WIDE ROOF BEARN ALLOWED W1IN THB DETAL snE w/ • Mp�,yy wASNER (LMP.) SPEEF at�10 DETAL REQUIRED PAaN lA14' cue 012' o.0. w/ i7j" O.a FOR BEAMS L �EA S�6)-7 M4WIEA PER r COMPOSITE PANEL (TYPJ / SEEFASCIA SOLD ROOF PANELS SEE TABLE REQUIREMENTS M.), 2.11 AND it FOR SPANS / O 1i2) -'f DOLTS w/ V*'• NIM MIS, DEAN OR PU&M LIE bm WASHER EACH END (IMP.) O 2 PLACES O EACH BEAM SEE TABLE 2.15 A 2.10 FOR IBL O MI GDIECTLY SUPPORTED TFPLAFE CONNECTION REWLIREM 70SEAM 7. ) SUPER GUTTER AA PA PROVIDES A MNT091015 LOAD PATH (SEI TABLE 2.10 k 2.11) SEE TABLE 2.10 OR 2.11 FOR COMPOSITE 3'.3'x0.050' MK HATE (3)-,12 SMS. GUTTER -CARRIER BEAM SPINS INTO DEAN AND COUDN (TYP.) LATERALLY ANON >r FIDST STTaICT77E OR TRACED VALL CDYP.)rt 3'MOL MINIMUM ROOF DIAGONAL BRACING PLAN - PLAN VIEW 2 COLUM NIm(ry3• i DETAIL 25: ALTERNATE SCREEN ROOF - SOLID ROOF PANEL CONNECTION bW (0 1 WIN. C -C SPS (TIL. 3'r3'x0.093' 110LLDw POST IXILURI (MN.) 3' BASE INSERT W/ %' LED X' THICK 0003 -TA ALUX (IYPa - (2)-W • (wx ) CONCETE ANCHOR 2X' MEL f]BFDMEM (NP., OPPOSITE CORNERS "N r � e DETAIL 26: TYP. SCREEN ROOF - SOLID ROOF PANEL COLUMN TO FDN. CONNECTION NOTM I. V O OAcQnSHALL HAVE MINIMUM LTI OF 2200 UIS AND MM" ULT,MAIE SITAR CoP q= OF 2800 LATS . ROOF EAM OR PURIM LAE -END --'r 1 1 1 1 1 t H SHORT DELA CJ 1 L_MVCD G nN WALLS) TO MINIMUM ROOF DIAGONAL BRACING PLAN -PLAN VIEW 1 W U � 0 o v Z (n to Do w J c F u LL Do J 10 Z U d LU � O O N C) Q d Q > O F w LL � _ J w Y � H J Q OT 0 .D W F- D ..I U 2 0 O acy- Z o- O W z WW 0 a_W o Y Vm�Y CA W Z li O 4 Z Inl GO a w w IS 0 N Ld LINE LATERALLYSUPPORTED U STRUCTURE oR DH RACED WALL (TYPJ DO PEON KIM, P.E. FLA. REG. NUMBER 49497 CERTIFICATE OF AUTHORIZATION NO. 9584 Ashley Aluminum, LLC P.O. Drawer 15398 Tampa. FL 33684 LLJ Ln 0 J U N LJ wz VL: I--- Ld U n WLLINN 3 Q c1.._ O Z U CL c/)U c NAGONAL DRACDNS (TYP-), SFE TARE 22 2 x2OOD V/MDtO SLLS.. EACH ETD. NIM MIS, DEAN OR PU&M LIE bm VLTN CADLE PLANE RRECTLY SUPPORTED BBY HOST NOTE. RDD! LEAN Olt R" RDE Q BRACED ALL fNITHAT MI GDIECTLY SUPPORTED TFPLAFE ISAGnom RAI HAVE Elm' BRACING HAVE DY HOST STRUCTURE OR ENAM AA PA PROVIDES A MNT091015 LOAD PATH WALL SWLL WIVE DIAmvL Claw LEAVENSTIRE A IWUICEO VALL Q HOST SPACING THAT PROVIDES A CONTINUOUS LOAD PATH LEADDD TO ROOF DEAN LMLATERALLY A DRA= WALL OR HIST STRICTURE. NO LATERAL SPACERS Raw DEAN OR HALER LDE REQUIRED � SUPPORTED MOST CH TRACED VMJ. NTT'PJ D,ACDNAL !RACING NOT REQUIRED 1 HOST STRICTURE G" OR EnSTBRD LATERALLY ANON >r FIDST STTaICT77E OR TRACED VALL CDYP.)rt STRl1LT1 .1 ROOF EAM OR PURIM LAE -END --'r 1 1 1 1 1 t H SHORT DELA CJ 1 L_MVCD G nN WALLS) TO MINIMUM ROOF DIAGONAL BRACING PLAN -PLAN VIEW 1 W U � 0 o v Z (n to Do w J c F u LL Do J 10 Z U d LU � O O N C) Q d Q > O F w LL � _ J w Y � H J Q OT 0 .D W F- D ..I U 2 0 O acy- Z o- O W z WW 0 a_W o Y Vm�Y CA W Z li O 4 Z Inl GO a w w IS 0 N Ld LINE LATERALLYSUPPORTED U STRUCTURE oR DH RACED WALL (TYPJ DO PEON KIM, P.E. FLA. REG. NUMBER 49497 CERTIFICATE OF AUTHORIZATION NO. 9584 Ashley Aluminum, LLC P.O. Drawer 15398 Tampa. FL 33684 LLJ Ln 0 J U N LJ wz VL: I--- Ld U n WLLINN 3 Q c1.._ O Z U CL c/)U c NAGONAL DRACDNS (TYP-), SFE TARE 22 2 x2OOD V/MDtO SLLS.. EACH ETD. PIlBL1NE LAE VLTN CADLE --BOOR DEANOR CH K-DRM IIWi' TYP. 1 1 I t �` 1 1 I "FFOR TO sN�T GM ILALA /IL�DDTRACD G IN VSA MINIMUM ROOF DIAGONAL BRACING PLAN - PLAN VIEW 2 PERMIT #056 3OM3 OFFICE PLANS REVIEWED CITY OF SANF®RD