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328 Appaloosa Ct (2)
Permit #:L/ Job Address: CITY OF SANFORD ERMIT APPLICATION Date: ED Description of Work: 5CX 1�COClOSl,SC, 1111 2 ® 2005 Historic District: Zoning: Value of Work: $ ?)SOO. O O Permit Type: Building V Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel�)�I ✓— Owners Name & Address: dog_"s Contractor Name & Address: Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) /,.Z-1 U (Attach Proof of Ownership & Legal Description) � u n/ -5<2J_ At /, I 3217 407 -678 -0197s -a e License Number: Phone & Fax: W ( W M U lel ! Contact Person: �7 / I Phone: Bonding Company: N'A Address: Mortgage Lender: N�� Address: Architect Address: 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 ali 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt 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 mapgement districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirement of Florid ii n �v FS 7 Signature of Owner/Agent ate Signature of Contra /Agent Date Print Owt r/Agent's Na e' Print on ' ctor/Agent's Nam � r/ is,1,g Si azure N ary-Sta of Florida Date Signa ure f Notary-Sta of Florida Date ., Kristy L Stanton MyCSDwplp4Bi$1�4t�p�Li)�s1p3�g�ersonallJvJo tyre. ur Contractor/Agent is _ Personally Known to Me or o' M1oe Expires -by ZtH>s ,QiNi _Produced ID APPLICATION APPROVED BY: Bldg: _ Zoning: I rti .-Ma tic. FRI r. NN FD: (Initial & Date) (Initial & Date)�( My (Ir�il� ll &,Q/glees (Initial & Date)2/0 �, =--, tom/ No. DD 066755 Special Conditions: Y r -Peer "o V6 L61b gl 91 a2 Q7 30 1� G DAvm JoHNSoNI CFA, ASA PROPERTY 139 , 1?:1? 135'131 133 132 a L� 1C3i it APPRAISER; r d 11s' i `1r: i i i'a31 1 5EMINOLE COUNTY FL 1101E. FIRST ST 0A02- 17& SANFo7;o, FL 32771-1468 407-665-7506 117 116, 115 11d 113 11'2 111 T110 109 ?d 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-506-0000 Number of Buildings: 1 Parcel Id: 1290 Tax District: S1-SANFORD Depreciated Bldg Value: $123,396 Owner: CRUZ CARLOS A & Exemptions: 00- YAMILET Depreciated EXFT Value: $0 HOMESTEAD Land Value (Market): $28,000 Address: 328 APPALOOSA CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $151,396 Property Address: 328 APPALOOSA CT SANFORD 32771 Assessed Value (SOH): $151,396 Subdivision Name: BAKERS CROSSING PHASE 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $126,396 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $553 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $553 WARRANTY DEED 01/2004 05197 0655 $166,200 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 09/2003 05039 0919 $227,000 Vacant 2004 Taxable Value: $27,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 129 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 28,000.00 $28,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 8 1,955 2,390 1,955 CB/STUCCO $123,396 $124,016 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED/ 10 Appendage / Sgft GARAGE FINISHED / 425 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. **' Ifyou recently purchased a homesteaded property our next ear's property tax will be based on JustlMarket value. V6 L61b Tlbis Instrument Prepared By: Name: Steven R. Felicaes 1319 Lake Drive Casselberry, FL 32707 Permit No.: NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE Ifall 1111111at1111I all 1110®110111111111111111111'111111 MARYANNE MURSEI CLERK OF CIRCUIT COURT tA�*tNULE CUUNTY PK 05817 PS 4.)657 CLERK'S # 2005121297 RECURDED 07/20/2005 01.119120 Pik RECUNDINS FEES 10.00 RECURDED by D Thoaas THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. PARCEL ID # U- 0000 - 1. Description of Property: LOT l� as recorded � rz �--. in Plat Book ��, Pages Public Records of Semi COUNTY, FLORIDA. 2. General Description of Improvement: SCREEN ENCLOSURE @ 3 APPA XTSP a So -nerd F -L 3-2T7 1 3. Owner Information: eftLy; * Liam I tit O VL( Z Interest in Property: FREE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. �i ontractor: ARMSTRONG ALUMINUM, INC. LICENSE # RX0066490 ?mercr o.aapa oY t anao R- 5D&o-7 Phone: 407-678-3352 Fax: 407-678-1334 5. Surety: N/ A Phone: N/ A Fax: N/A Amount of Bond: N/A 6. Lender f Phone: N Fax: ��Ossl � cy�RK T gy � oEP� 7. Persons within the State of. Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707 Phone: 407-262-9311 . Fax: 407-262-9335 E 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)(b), Florida Statutes: NONE Phone: N/A Fax: N/A Expiration date of Notice of Commencement (the expiration date is'l year from the date of recording unless a different date is specified). 4 Ze ®TARY PUBLIC (Signature of Owner) /L cl -�- (Owner's Printed Name) The foregoing instrument was acknowledged before me this 13 day of —CJI n e 200$y wh s ersona y nown to meDwho produced as identification and who did not take an oath. ip+j0 " Steven Fetiees �Y,�- MY Commission DD242104 a rte' Expires october 29, 20n,7 - l Power of Attorney Page 1 of 1 Power of Attorney Date: 07/14/2005 li Job # 05-485 I hereby name and appo' t _ len _ ' of Armstrong Aluminum to be my lawful attn fact to act for me and apply to the Sanford Building Department for a screosure permit for work to be performed at a location described as: Section 18 Township 20 Range 31 506-0000-1290 Legal Description: LOT 129 BAKERS CROSSING PH 2 PB 62 PGS 97-99 Address of Job: 328 Appaloosa Ct; Sanford, FL 32773 owner: Carlos & Yamlet Cruz and to sign my name and do all things necessary to this appointment. James E Armstrong Signature of Certified Contracto T forgoin i stru eft as c wledged before me is _/_/ by o i ersonally known to me ho produced as 1 n ifica ion an w o id not take oath. State of F ori o of Seminole Comm' ion U — (Notary) My co missi n expires j r Q KERi GWYNN My Cm /&p.oR. 1 22105 ` Y � No. DO 066755 http://precisionlayouts.com/members/powerofattomey.php?jobid=2309 7/14/2005 PLAT. OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 129, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. NOTE: FIDELITY NATIONAL TITLE INSURANCE COMPAN OF PENNSYLVANIA THE FINISHED FLOOR ELEVATION OF THIS CARLOS A. CRUZ AND YAMILET CRUZ STRUCTURE MEETS OR EXCEEDS THE CH MORTGAGE COMPANY, T , LTD. I THE REQUIREMENTS SET FORTH IN THE 1" = 30' GRAPHIC SCALE 0 15 30 NOTE: LOT 128 W O 0 o p O O O Z I 1 LO 134 501 0 N 90'00100"E 5.0' 40.0' ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR ELEVATION -28.58 CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). SIT 1 1 Jr 33 I I ---------------- PLANS REVIEWED CITY OFSANFOR O- 0 0 LOT 130 O O V) COVERED LEGEND ENTRY 50' BUILDING SETBACK LINE o . 0 20-0' 1 0' • �: OFFICE p' 5.0 3 C CONCREIIi� LB /4671 (1/22/04) t i;pRIVEWAY -. O FND 1/2' IRON ROD AND CAP •N in L8 16393 (1/22/04) ------------ 1 CONCRETE - CORNER NOT ACCESSIBLE IV UTILITY EASEMENT . A DENOTES DELTA ANGLE WALK ISv,9 •r 6 1.2' OFF 6 N90'00~00' W 50.00 $!s gI� IN �I 1 Pi -_ 293.52' N90'00'00.W 378.52' CENTERLINE OF_ TRACT -A" RIGHT-OF-WAY APPALOOSA COURT 50' RIGHT OF WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCILS HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-22-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. ` BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 129 AS BEING NOO'00'00"E PER PLAT. (FIELD DATE:) 9-23-03 FREMSED;SCALE: 1 a 30 FEETAPPROVED BY: SJ JOB NO. ASM42088 CKB DRAWN BY: PLOT PLAN 07/24/03 SOO WALK IS 1.2' OFF— , T, 85.00' C OL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 32801- (407) 426-7979 FOR THE FIRM JR. PAS R DATE LEGEND BUILDING SETBACK LINE - - CENTERLINE FND NAIL AND DISC LB /4671 (1/22/04) RIGHT OF WAY LINE O FND 1/2' IRON ROD AND CAP �4 EXISTING ELEVATION L8 16393 (1/22/04) 1 CONCRETE CNA CORNER NOT ACCESSIBLE .'1 A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATUR M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CS CONCRETE PAD CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU X1 OVERHEAD UTILITY LINE IDENTAEATION PK PARKER KA P OL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 32801- (407) 426-7979 FOR THE FIRM JR. PAS R DATE r FLILINE INC. A civil engineering mint 1025 South Semaran Boulevard Suite 1093 Winter Park F1 32792 14071679-7500 Fax 14071679-9188 Authorrzatzon .Lettex to use Ahiminum DeS'ian lVltrnyal Master fzle Uthorization f r: -;4r771st7-o7-,gALurni11um Inc. 2277 9VercatorCL)rive. 0rfaltdo, EL 32807 ••'C3uifding Of Ficial, (Due to our n<rznual y���rzsio:*rs that wiffnot fie ronzpfeted6y)une 1, 2005, we are ectendirzg authorization to the a6ove referenced contractor to continue xesing the curren.t.nzanuafthrrc September30, 19005. If this authorization is to 6e revoked -prior to the ending date indicated -we wiffnotify you in wl�ting lvia ncailorfacsirnile. Any indcation of the alteration of this document will void the authorization. Gordon YL Shepardson s, the engineer of record, signature andraisedseafs,�. regia iredon this Letter to validate the authorizatiom gTfian�, you f,r your coopF-rat on �. Date: N120i�5 GordonM Shepardon, T.E. 19333 (Armstrong Aluminum) , 05-485, Carlos & Yamlet Cruz; 328 Appaloosa Ct FLIIJNE INC. A ci 1 mK NwIng firm 1025 South Semoran Boulevard Sulte 1083 Minter Park FL 32702 [4071670-7500 Fax 14071678-0188 Aluminum EQg nejzng Index Sheet This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail sheens and tables indicated are suggested for the type of structure, but do not need to apply in total. The appropriate typica], and detail sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unauthorized typical and detail sheets or span tables cannot be used in conjunction with our engineering designs. mne ereen.enclgsure , `; 4 biAns� d StKei tt emelo ure tpltca`aiilt{st ; iro spli c able -ge en encloause' S�reert enclosure compo 1EerooYusth: xeen e �wureenclq;p pan rooi�v tui: 1.t.1 1.1.2 1.1.3 1.1.4 2.2.1 3.2.1 1.2.1 1.2.1 t.2.1 1.2.1 2.2.2 3.2.2 1.2.2 1.2.2 1.2.2 1.2.2 2.2.3 3.2.3 1.2.3 12.3 _ 1.2.3 1 1.2.3_._....._ 12.10 12.10 1.2.4 1.24 124 1.2.4 1.2.11 1.2.11 1.2.5 1.2.5 1,2,5 1.2.5 1.2.6 1.2.6 1.2.6 1.2.6 1.27 1.2.7 1.27 1.2.7 1.2.9 1.2.8 � 1.2.10 L271 1.2.10 1.2.10 L2.11 1.2.11 1.2.11 �Y n5,1,1TPGB; ar,F!�l $..r •',�..k©ICS ,. g.r• LL,;18b1CS. ..w �wFr'X QSlll`CB Cl ZS, ...\ (iSL1iC:.;BIL'11)JCS. -,:�. g5L7Te B:-f:1�J 100m h/1.3.2.100B 100m h/ 1.3.2.1006 lOOm h/1.3.2.t00B 100m h/1.3.2.1COB 2.3.1 3.3.1. 112m h/1.32.110B 110m h/1.3.2.110B - 11om h/1.3.2.110i; 110m h/1.3.2.110B - 12Um_ph%1.3.2.120B _ 120irph/1.3.2.120B 120m h/1.3.2120B 120rnph/1.3.2.1208 I iOrn. h/ 13.2.130B 130m . h/ 1.3.2.130E 130m h/l.3.2130B 1.30m h/1.3.2.130B lCin h/'1.3.2.140B 140, h/13.2.140B 140tH h/1.3.2.140B 140m h/1.3.2.140B 150m h./1.3.2.150B 15Omph/1.3.2.15OB 15Om h,/1.3.2.150B 1501 h/1.3.2.150B 5�lallh .:n .' �k??`u.;::A €sllJluu ..:f F ),tuie' i?a osureG tables...::'Iv.'15t1te C:tatiles... . 100rn h/13.2.1OOC 100m h/13.2.100C 1O0 h/1.3.2.10tK 100 h/1.32.100C 23.1 33.1 110rn h/1.3.211oc 11Otnjh/1.3.2.11OC 110m h%1.32.110C 120 . h/1s3.2.120C 120,rh/1,3.2.120C 10 h/1.3.2120C 120m h/1.3,2.120C :1/13.? 130mph/1..3.2.130C 130m.h/1.3.2.130C: 130m ]i/1.33.130C 140m h/'1.3.2.140C 140m h/1.3.2.140C 140n h/1.3.2.140C 140m h/1.3.2.140C 150m h/1.3.2.150C' 150m h/1.3.2150C 150m hj13.2150C 150m h/1.32.150C Date: (Armstrong Aluminum) , 05-485, Carlos & Yamlet Cruz; 328 Appaloosa Ct Gordon H. Shepardson, P.E. 19333 i Oq- Cruz, 0.5-485 328 Appaloosa Ct Sanford, F1 32771 Annstroiig Aluminum 2227 Mercator Dr. Orlando, FL 32807 Phone: 40'-678-13197 Fax: 407-678-1334 0 A 011-1 Prepared by: Aaron Ro'barge 407-830-1515 Attaches to host via super gutter 7" super gutter (2x2) Typical IT -1 Typical, 3 Girt (I x2) (2x2) (2x4) Typical 00 Typical m (2x4) rq (2x4) 'N 71 CO > 'I x2 iii 0 0 U) Cruz, 0.5-485 328 Appaloosa Ct Sanford, F1 32771 Annstroiig Aluminum 2227 Mercator Dr. Orlando, FL 32807 Phone: 40'-678-13197 Fax: 407-678-1334 0 A 011-1 Prepared by: Aaron Ro'barge 407-830-1515 Attaches to host via super gutter 7" super gutter Roof (2x2) Typical IT -1 Typical, Girt Typical (2x2) Typical Purlin rq Roof Knee Braces: (5) @i 3' (front wall) (5) 6i 2'(suner gutter) Cables= Note: All ineasurci-rients given are the horizontal and 39'-7" vertical projections. Front Wall (2x2) Typical IT -1 Typical, Girt Knee Braces: (5) @i 3' (front wall) (5) 6i 2'(suner gutter) Cables= Note: All ineasurci-rients given are the horizontal and 39'-7" vertical projections. Front Wall REWS j S DOME SCREEN ENCLOSURES ........... _.... . Now 06110 &Mlow sm sEcnm 123. PURLMIS BRACING. �"� SCREEN HEIGHT CHAR RAIL -0' PER CABLE CONNECTION PER TAIL£ 20' 1' x 2' BASE PLA MAX. I]& LACEMENT & NUMBER N EE SECTION 1.2.1 ISOMETRIC x 2' BASE PLATE /I AK — BRACING ( WHONAL. ) SEE SECTION I.2.4 ELEVATION TYPICAL DOME ROOF cSCREENPAIL3 erin�.•irc-'. (STANDARDS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 7) NO OPEN AREA BETWEEN ALUMINLAA SHALL EXCEED 56 S.F. AS AMENDED AND ASCE 7.96 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING 2) ALL SCREEN ENCLOSURES GREATER THAN 20'-0' MAX HL3 W OR GREATER THAN 417-V PROJECTION FROM THE HOST STRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN GREATER THAN Vr-T, WILL REQUIRE SITE SPECyFIC SIGNED AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DRAWINGS. S)STRUCTIAM DETAIL.. DRAWING SHA1L L RELATE TD 6063-T8; W61 TS, OR 80@1T8 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL THK294ESS OF NOT LESS THAN ODD. AND CLOSING AND MAYBE LOCATED INTO ANYSCREEN PANE, OPENING. 9) DISTANCE BETWEEN PLIRLMNS SHALL NOT EXCEED 84 INCHES CWTER TO CENTER. 10)ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH MIN. OF 9 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 129 FOR PURUN AND CHAIR RAIL SCHEDULE. 11} ENCLOSURE MUST BE GROUNDED AND BONDED N ACCORDANCE WITH N.E.C. 4) ALUMINUM SURFACES IN CONTACT WITH UNIE- MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAYBE ATTACHED ALKAL14RESISTANT COATINGS SUCH AS HEAVY )ODtM RAT LI MNOUS TO ANY AL.UMNUM MEMBERS WITHOUT PRIM WRITTEN APPROVAL PAINT OR WATER - WHITE METHACRYLATE LACQUER• - OF THE ENG04MR. 5)ALUMINUM IN CONTACT WTIH WOOD OR OTHER ABSORBING MATERIALS 13) WHEN 6081 T5 OR 6061 T6 ALUIWNLA 4 ALLOY LS USED INA WHICH MAY BECOME REPEATEDLY WETSHALLBE PAINTED WITiiTWO STRUCTURE FOR UPRIGHTS, BEAMS, L0Nffi BRACES, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BOOTED AND K -BRACTS, 6063 T6 ALUMINUM ALLOY MAY BE USED FOR BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATFRIAL.SHALL. PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE PANTED WITH TWO COATS OF ALUMINUM HOUSE PANT AND THE JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND. 14) THIS IS AN OPEN ALUMINUM FRAMED STRLMURE WITH SCREEN (MAX. MESH OF 20M) ROOF AND WALLS. IT HAS AN IMPORTANCE 6)ALL FASTENERS WILL BE 24' C- C MAX. UNLESS 011-IEiWISE NOTED. FACTOR M OF 0.77. DESIGN LOADS ARE BASLE) ON TABLE 2002.4 SCREWS SHALL BE COATED WEATHER SEALED. OF 2001 FLORIDA BUILDING CODE FAR-**VAN49F;1G1'LT APPLIES FULINE INC. THIS PAGE CAl+I ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS:,:: `` (< AUTHORIZED TO 1093 Tp USE THE WINTER PARK FL. 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN oRfG1NAL TEL (407) 679-7500 = • FAX (407) 679-9168 SSttd� nq Aluminum), 0 -48 TWoEos am�eTCluz, 328 sa C1 - 02/15%0 SECTION 1.2.1 1 DETAILS SCREEN ENCLOSURES FRONT WALL --1/8' STAINLESS --STEEL Wi 2 CMU FOR EVERY 200 SO. FT. NOTE ALL WALLS OVER 15• HIGH MUST HAVE 1/2 OR MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL SIDE WALL-- *AST INL STEEL CABLE LIP TO 200 SO. FT. OF WALL- NO CABLE NEEDED OVER 200 SCI. FT.: 1 CAME PER EVERY 200 SO. F -r. CABLE CORNER PLATE 1 8" ALUM. W/ B 10 TEKS CABLE BRACING CAN BE USED IN PLACE OF K—BRACING MIN 2 URNS PINS OR 2 — 11/4` x 1/4` TAPCON TOP FASTENER 1 1/2' BELOW TOP OF CONCRETE, NO CONC. NO FASTENING TO PAVERS NOTE.• a IG OR MOM M THE CABLES AT 7W TOP Or THE WALL IST CABLE SET ABOVE THE TOP MW PAIL TOP C14AIR RAL WHEN 3RD CABLE SET PANEL a •aar mx • . aa r >,•• SI■ IUTY- • SCREEN CABLE BRACINf2 DIAPRAM BE TIGHTENED PEF40DICALLY 70 REMOVE SLACIC • AMD DAMAGE CONTACT A QUALFIED SERVICE a• •.1l CABLE SCHEDULE FOR SCREEN ENCLOSURE 4" "'WNAL Z.5DD PS CMC7RETE 4 P-M10W p CABLE ATTACHED TO 2"X2"X1/S' ANGLE WFM CABLE THIMBLE t NICO PRES SLEEVES 3/4"X1/4" TAPCON TAPOON, TO INSTALL MINIMUM OF 1 1/2' FROM DECK EDGE CABLE BRACE MOUNTED. -ON TOP OF CONCRETE DECK r• -+ted¢ APPLI ES FUUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD..-. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE RK FL 327792 MASTER FILE MANUAL OR IF TEL (40 WINTER PARK 679-752 THE PAGE HAS AN ORIGINAL 9-9188 -11.. :E,. (Armst ng Aluminum) ,fj -sv�'a Cruz, 328 AX 49s �P N DETAILS I SCREEN ENCLOSURES 3—x4—x0,050" PLATE W/6 TOUL 114 TEKS ON EXTERIOR BRACING CAN BE USED IN PLACE OF CABLE BRACING P7: WALT. UPRIGHT 1 ic2` 2'x2' K—BRACE (am) 1 `x3`x0.125`x3' LG. ANGLE W/3 /14 TEKS ON INTERIOR COLUMN / 31/2" x 7' x 0.050 PLATE W/ 9 TOTAL %14 TEKS 1-1'x2' BASE PLATE 3x4"x0.050' PLATE W/6 TOTAL. i 14 TOGS $ EXTERIONREXELE TION REVtSIOMS 02/15/05 K—BRACING CAN BE USED IN PLACE OF CABLE BRACING '-3-074.050- PLATE W/5 TOTAL 114 TEKS rA)PL_tsjAN VIEW 1`x2'xO.125`x7" L.O. COLUMN / POST ANGLE W/ A TOTAL #14 TEKS INTO BRACE & POST 33y% 1 /rxr)6.050' PLATE M(/9 TOTAL f 14 TEKS 3 1/2V-4.050* -PLATE 6 PLAN VIEW W/9 TOTAL 114 TEKS (,T-,) K -BRACING DETAIL STOP FOOT OF 2"Wx 1/8' ANGLE • • 1'x2` CHANNEL s o NOTE. .1"x2" CHANNEL FRONT FOOT NOT 115E0 WITH ALL KQR. FM L PRMIT 2 - SCREEN TYPES NOTE: PLAN. VIEW 2X2 ANGLE. ONLY oN 2' X 2" X 1/8' ANGLE TS ONtx KTS) LOAD BEATING WALL REOUIRED01T LOAD BEARING WALLS 2`x UPRID APPLIES NOTE' TAPCON MUST GO IWO IR CMR RAIL '. � US A MMUM.OF 1-1/4E PAVERS ON DECK, FASTENER TOP FOOT OF WILL D(TEND INTO DECK 1-1/4'. 2'x2' x 1/8* ANGLE FRONT FOOT OF W/,02U/110 T SCREWS 48' LIAXI 2'x2" x 1/8` ANGLE FOOT OF FOR PRK*ff _vj4_ SEE QRS —� r; 1 1/INTDTAP ABLE F2�x2'xt/ I :M FRONT ELEVATION ICAL DECK PLATE & POST CO THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FlLE MANUAL OR IF THE PAGE HAS AN ORIGINAL Aluminum) , 54fl5sA&l0(a 4W Cruz, 32 FUUNE INC. 1025 S. SEMORAN BLVD, SUITE 1093 WINTER PARK FL 32792 TEL (407) .679-7500 fya�gZ� �79-91188 NOTE: I . CtWR RAIL Fk* DECK �` MAX YIN. 3-2' SMS FOR FASTOUNG AT CHAIR RAIL, TO LIPRIGHT SCREW BC 2` x 2" x1/8' ANGLE W/2 111 10 TEK SCREWS IMO WALL . TAPCON OR THUNDERBOLT 1-1/4' INTO CONC, DECK 1'x2' SCREEN CHANNEL .t.�..,'? '.r. )V H ON P:E M P.E i r.ar ♦®�®®©s EMBED a man 129110 MEN NOTE' TAPCON MUST GO IWO IR CMR RAIL '. � US A MMUM.OF 1-1/4E PAVERS ON DECK, FASTENER TOP FOOT OF WILL D(TEND INTO DECK 1-1/4'. 2'x2' x 1/8* ANGLE FRONT FOOT OF W/,02U/110 T SCREWS 48' LIAXI 2'x2" x 1/8` ANGLE FOOT OF FOR PRK*ff _vj4_ SEE QRS —� r; 1 1/INTDTAP ABLE F2�x2'xt/ I :M FRONT ELEVATION ICAL DECK PLATE & POST CO THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FlLE MANUAL OR IF THE PAGE HAS AN ORIGINAL Aluminum) , 54fl5sA&l0(a 4W Cruz, 32 FUUNE INC. 1025 S. SEMORAN BLVD, SUITE 1093 WINTER PARK FL 32792 TEL (407) .679-7500 fya�gZ� �79-91188 NOTE: I . CtWR RAIL Fk* DECK �` MAX YIN. 3-2' SMS FOR FASTOUNG AT CHAIR RAIL, TO LIPRIGHT SCREW BC 2` x 2" x1/8' ANGLE W/2 111 10 TEK SCREWS IMO WALL . TAPCON OR THUNDERBOLT 1-1/4' INTO CONC, DECK 1'x2' SCREEN CHANNEL .t.�..,'? '.r. )V H ON P:E M P.E i SECTION 1.2.3 [ DETAILS BEAM OVERLAP OR GUSSET PLATE FOR CONNECTOR SCHEDULE SEE SECTION 1.2.4 I 1'-2 X .040- STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS. W/1 1 10 TFK AT EACH END SCREEN ENCLOSURES 02/15/05 4' MAX. 2- HANNEL -W/16, J 10 TEKS ROOF BEAM 2x4 5,6,7, • 3-110 ' GAGY � NMKS- V4' 4- 2` — H CHAW/6 % 10�_I4,MAX. HOST ALL STRUCTURE I UPR G 2- SMS o 2' C. 2*x2' 'wQ-E KNEE BRACE D ETAI L W/6 WtD TEKS EACH SIDE 5* OR r SUM GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL TYP. DIAGONAL SPACE TYP.�E ERR L� v cxt cx4 I cx IV %yc4 NOTE: WIND' BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. NOTE: WIND BRACING ATTACHMENT To BE WITH (ASSET PLATE, H CHIWNEL OR RECEIVING CHANNEL NO TOE NAILING IS ALLOWED PLAN VIEW (I.T.$) e6� r r3s trar ROOF WIND BRACING PURLIN & CHAIR RAIL DT PPL;IES k,t FLIUNE INC.K-777777 THIS PAGE CAN ONLY BE USED 1425 S. SEMQRAN BLVD. F 005 ; 4•.--..•! IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE yylNrER PARK FL 32792 MASTER FILE M MUAL OR IF THE PAGE TEL (407) 679-7504 AN 0 GINAL (Armstrong Aluminum) , 0 4$%"pg �&ggkt Cruz; 328 ��I (W9-9188 n.w T� ON .. SECTION 1.2.4 1 DETAILS BEAMS 2x4 ic 14 X X X 2x5 1 4 16 16 X X 2x6 1014 16 16 18 18 x c� 2x7 14 16 16 18 i 8 20 X a 2x8 16 16 18 18 20 22 22 2x9 16 18 18 2022 22 24 2x10 18 18 20 22 22 24 24 #10 TEK SCREWS EACH SIDE OF pE'AM X— NO CONNECTION ALLOWED SCREEN ENCLOSURES �02/ 15/05 BEAMS EAMS SCREW PATTERN -1" CLEARANCE ON ALL 4 SIDES OF THE GUSSET PLATE OR BEAM OVERLAP. 2x4 4g X X X SCREWS ARE TO BE EQUALLY 2x5 4 .Al 8 0 x X SPACED FROM TOP TO BOTTOM AND SIDE-TO—SIDE. SCREWS 2x6 6 8 8 101121121 X MUST BE WEATHER SEALED. 2x7 8 8 10 12112114 x a 2x8 8 10 12 12 14 14 14 2x9 10 12 12 14 14 16 16 GUSSET PLATE THICKNESS WILL 2xi0 10 12 14 14 14 t6 18 BE EQUAL TO OR LARGER THAN LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PI ATE CO"INEC TION ALUMINUM PHYSICAL PROPERTIES EF THE CONTRACTOR IS 2"0 TWALL TWEB SECTION MODU 2x4 0.046 0:100 -0-935 2x5 .0.050 0.116 1.380 2x6 0.050 0.120 1 1.920 2z7 0.055 0.220 2.375 2x8 0.072 0.224 4.080' 0.082 0.306 5.910 L2x9 2x10 0.092 0.389 8.531 HOLLOW BEAM TABLE (Armstong Aluminum) , SNAP EXTRUSION =37 TY LL SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES THIS PAGE CAN ONLY BE USEDLFFUUNE INC. EF THE CONTRACTOR IS 5 S. SEMORAN BLVD. AUTHORIZED TO USE THE TE 1093 MASTER FILE MANUAL OR IF TER' PARK FL 32792 328aC (407) 679-7500 j r649-9188 PLl ES Hs ` ON P.E. SECTION 1,2.5 DETAILS REVISMS SCREEN ENCLOSURES 02, 15/05 1/4"x2" LAG SCREWS 3 ,4'x3/4' 1/4"x2" LAG SCREWS 3/4"x3/4• 0 24" O.C. MAX UMIN M FERRULE 0 24' O.C. MAX. ALUMINUM FERRULE 3/8'x8" LAG SCREWTYP. 3/8"x8" LAG SCREW:". 1 EACH SIDE OF BEAM 1 EACH SIDE OF BEAM �` ROOF SCREEN ROOF BEAM BEAM Z x2"x0.128' ANGLE W/ 2"x2"xO.125' ANGLE W/ 4#10 • • 4#10 TEKS. EACH SIDE TEKS. EACH SIDE OF BEAM ANGLE SPACER OF BEAM ANGLE SHIM OPTIONAL i "x2' SHWA OPTIONAL 1 "act" FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE BOX BEAM (FLAT OR ANGLED) 1/4"x2' LAG SCREWS E)OSTING ANGLED 0 24" O.C. MAX. 3LUMINU . OR Zx OR FABSCIA ALUMINUM FERRULE 73/8"x8" LAG SCREW,TYP. `1 EACH SIDE OF BEAM SCREEN ROOF BEAM • • 2x2"x0.125" ANGLE W/ 4#10 7EKS. EACH SIDE OF BEAM 1-1/4"x2* LAG_ 2"X2"x0.125' 0 EACH EACH SIDE OF BEAM OPTIONAL 1"x2" 24" O.C. ALONG 1'x2' 2 2"x1/4" THRU—BOLTS, FOR GUTTER WITH SCREEN CHANNEL_ SIDE OF BEAM Wf ANGLE SPLINE GROOVE SHIM BOX BEAM (FLAT OR ANGLED) PURUN WITH •TAIACON Dig jl 10-- 3' SCREW 24" O.C. WITH 1 TAPCON OR f 1 O— 3" SCREW THRU 2"x 2' ANGLE INTO WALL' ON FFAACC14 SIDE OF BEAM EXISTING MASONRY ,WALL OR STUCCO WALL WITH LAG BOLT 0R TAP(:ON ATTAICH TG TO WALL OR STUD SEE CONNECTION IN SECTION .1.2.6 2"X2"xOA25" ANGLE 0 EACH SIDE OF BEAM W/ 2-2"x1/4' THRU—BOLTS. BEAM TO STRUCTURAL CUTTER DETAILS &, ,TO EASCIP.i{ .-WALL A PLIEES . 7 THIS PAGE CAN ONLY BE USED FLlLlNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MAISTERFILE � OR !� WINTER PARK FL. 32792 - w THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 1 A1X 407 9-9188 ng Aluminum), - , RgsAyDf Cluz; 328 67A SECTION 1.2.6 DETAILS PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER RVISIONS SCREEN ENCLOSURES I 02/15/05 CONNECTION OF PURUN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURUN CONNECTION TO BEAM ANGLE TO BEAM AND TO HOST STRUCTURE 2X4 3 2 2X5 3 3 2X6 3 4 2X7 3-T=:q 5 27(8 3 6 2X9 4 7 2X10 4 g SEE PURUN SCHEDULE - SECTION 1.2.3 BEAM TO PURUN USE 2"-010 SMS INTO WO00FRAME (SEE TABLE) STRUCTURE USE BEAM SIZE VARIES p 4'-#10 SMS (SEE BEAM TABLES)O O 1 SCREW PER VERTICAL "M INTO CONCRETE Q (SEE TABW STRUCTURE, USE 3 1/2" TAP CON PURLIN CONNECTIONS USE 2"' X 2 X . 0.125" SUPPORT ANGLE (EACH SIDE) BEAM TO PURUN INTO_W000FRAME USE 2'-010 SMS STRUCTURE USE BEAM COME CTlO N (SEE TABLE) 0 2'-010 SMS INTO CONCRETE STRUCTURE USE 1 1/2" TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTURET:.,- APPLIES FULINE INC. THIS PAGE CAN ONLY BE USED E$ 1 SJ �A4 IF THE CONTRACTOR IS 1025 S. SEMdRAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 TH P �A �AqN� RG1N�,I� TEL (407) 679-7500 (Arms ong Aluminum) , 5- E'=Ag&eeili;ru�; 321 W4ko5gaI —9188 NHs` w oN.P,E RLYtSIONS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES W15/05 SPLICE PLATE SW►LL BE MIN. 24 INCHES LONG, MINIMUM 12-1 10 TFJK SCREWS ON EACH SIDE OF , INCH LESS HE7CHT THAN THE BEAM THE SAME THE CUT EVENLY S'P'ACED IYfTN 1 -INCH CLEAPtANCE GRECkTUZ AS THE $PUCE BEAM. GT LOCATED T E AT THE CUT AND ALL SLUES OF THE INTERNAL SPLICE GREATER THAN 1f3 THE BEAR! LENGTH FROM THE END AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM PLATE. TIP � 24" MIN. 1 e ® ® e 11121 e e . • s e ® e s .. "TYP. TMp. 1 tr MIN. 12" MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 1'--2'x .040" STRAP AT EACH UPRIGHT & MIDWAY BEnVEEN . UPRIGHTS, w/, 10 TEK KNEE BRACE KNEE BRACE AT EACH END- SEE KNEE BRACE DETAILS SECT)ON 123 HOST SPAN -Io- .STRUCTURE SPAN DETAIL OM , FLAT OR NO SPLICE CABLE '' ��A� pPIE THIS PAGE CAN ONLY BE USED FLILINE INC. F€r` 1025 S. SEMORAN BLVD. THE CONTRACTOR IS AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PAGE HAS AN ORIGINAL TEL (4O7) 679-7500 Ax 4Q7A �T9-9188 mitt; P (Arnistr n Aluminum) , Of- §"IYf ' a Cruz; 328 oE. s �� _ _r,• . ; ` .• _" SECTION 1.2.101 DETAILS REyISIQNS 02/15/05 SCREEN ENCLOSURES USE B'XB. CONCRETE RIB80N FOOTER W/ 1 /5 REBAR CONTINUOUS TO SUPPORT LOP TO 2" X b" UPPoGHT c r a c+ CONT. FOOTER WHEN SLOPE 1' 1N 3' OR STEEPER OR WHEN DECK EKTENDS 33' OR MORE PERPEN01CtAAR TO THE D STRUCTURE. USE Bir 12" CONCRETE RICAN FOOTER W/ 2 f 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN 2" x 5" 1) FOOTER SHALL BEAR ON ROCK CLEAN SAND. OR STRUCTURALLY SOUND SOIL (>15W PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ n8ER MESH OR &S--10x1O W W MESH. 3) 3 - /3 BARS IS EOUWALENT TO 1 #5 BARS. TYPICAL SCREEN DECK FOOTER DETAIL ep ALTERNATE 2 YPICAL SCREEN DECK FOOTER DETAIL DOTER DETAILS AND SIZING. RIBBON FOOTERS FOR BRICK PAVERS = A-PP�IES FUUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 (Arms t ons Aluminum), THE PAGE HAS AN ORIGINAL -tel t1CTUI E?SA)3d ' Cruz; 328[f Ma = A-PP�IES 0" REnSMS 02/15/05 SECTION 1.2.11 DETAILS SCREEN ENCLOSURES 3"X3" ALUMINUM COLUMN 3X14 TIX SCREWS 3"X3" ALUMINUM COLUMN 3 /14 TEK SCREWS ON EACH 9DE ON EACH SIDE-X2"X1/87 2'X2-Xl/B" ANGLE O 3" ANGLE O 3" 2. 2 T"APCON EACH SIDE DABEDDED 1 1/2` INTO FOOTED 2'X2'X2' 9SMAX0 2 TAP(M MH SLOE FOOTER WITH 2.500 EMBEDDED 1 1/2" 2, M CONCRETE INTO FOOTER ISOLATED FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT SIZE = 2'X6' CENTERED ON WALL SEE TYPICAL DECK PLATE& POST CONNECTION — -SECTION 1.2.2 1#3 BAR CONTINUOUS SET IN BOND BEAM BLOCK' 77 ALL CELLS AND 13 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE FILLED WITH 2,500 IN DIRECTION PSI CONCRETE N IN B'X8'X16' CMU CONCRETE DECK IN AREA OF KNEEWAL.L, V CABLE BRACING WILL j.. • 0 4xi:: ATTACH TO FOOTER .L 2 #5 BARS t c} --'Is•'--� CONTINUOUS,:` `'' I PPLIES FUUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SE MORAN BLVD. � T 5 IF THE CONTRACTOR Is . AUTHORIZED TO USE THE SUITE 1093 t `, MASTER FILE MANUAL OR IF WINTER PARK FL, 32782 ° THE PAGE FIRS AN ORIGINAL TEL (407) 679-7500FAX . (407) 679-9188 p 1 p� (Armst n Aluminum)$G5NACTUlEa& SEnLt CrLsz. 3281Apebosa Gt-- SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY 1,3.2.120 B TABLES 6061 -T5 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B ALUMINUM ALLOY: 6063 -T6,6061 -T5, a 6061-T6 WIND ZONE:120MPH EXPOSURE B X. SPANS FOR ROOF BEAMS FOR SCREEN ROOFMOOL ENCLOSURES TO 150 MPH WIND LOAD WIND SPEEDS PRESSURE 10 PSF POF BEAM SPANS �gwlation between spans is permitted. X4 -2 KNEES 20 1 22'10 22'0 1 21'3 1 20 9 20'3 X 6 - 0 KNEES 19.6 18'21 '3 157 15'9 X b -1 KNEE 23.6 22'2 , 217 20"Tr, 1E'? 19'0 X 5.2 KNEES 2r6 26.2 735'2 241 237 23n X 6 - 0 KNEES 237 21'6 2W4 191 187 17'0 X 6 -1 KNEE 2r2 25'6 24'4 234 22'2 21'0 X 6 -2 KNEES 31'2 2916 28'4 1 214 26'2 25'0 X 7 - 0 KNEES 26'2 24'4 22'9 21'9 20'0 19.1 X7.1 KNEE 30'2 28'4 26'9 2S'9 24'0 23'1 X 7.2 KNEES 341 324P287 29'9 28'0 2r1 X 8-0 KNEES 32'6 30'4 212 25'10 24'3X$ 1 KNEE36.6. 34i[ 31'2 29'10 28'3X8-2KNEES 40'6 38'4' SS2 33'10 373 X 9.0 KNEES 35'9 334 314 29'11 28'1 26'6 X9 -I KNEE 39 9 1 3r4 35'5 3341 323 $D'6 X 9.2 KNEES 439 1 41'4 39'6 37'11 364 34% X 10 -0 KNEES 44'4 1 411 39'1 3r3 35'$ 34'4 X 10 -1 KNEE 48'4 45'4 43'1 41'3 39'$ 3$'4 X 10 -2 KNEES 52.4 49'4 47"1 45'3 43'8 42'4 In rpoiatkm between spahs is`pernr{tteQ, OTE 1: Root Spans using knee. braces are figured for knee braces f Oft on the horizontal. The difference In the knee brace length of Ss than or greater than 4ft on the hodz"l will be deducted from r added to the the Scan. OTE 2: Wall spans using knee braces are figured for knee braces f 4ft on the vertical. The difference in the knee brace length of ss than or greater than Oft on the vertical will be deducted from THIS PAGE CAN ONLY BE USED BY A CONTRACTOR THAT IS APPROVED TO USE THE MASTERPILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE ND SE;�� (Armstro g'Aluminum) , 05-485, arlos i ' amlet Cruz, 328 A pa SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL between Spans X4-0 KNEES X4-1 KNEE X 5 - 0 KNEES A o - v nncca X6 -I KNEE ' 2X8-0 2X$-1 X9-9KNEE X 9 -1 KNEE 10-0 KNEES 13r6 I 36.1 134V 132'3 139'$ 1297. 10 -1 KNEE 1 41'6 1 40'1 I 38V 26'3 134�337 krtWatfon between spans Is permitted VOTE 3: Spans and heights using knee braces aro used only for come, flat, and no splice gable roof 407E 4: When using spans or heights In bold bordered areas - site specific sealed engineering and layout drawings are required when enclosure is 40ft or greater in distance fromj0TdidrikWate regardless of which direction beams FtniirQirpii gfr`i height is 20ft or greater, FLILINE INC 1025 S. SEMORAN BLVD SUITE 1093 WINTER PARK FL 3279 , rosa f`' (407) 679-7500 R> rtis FAX (4071972.21 ARChnna`�•rlenn PP HIM wl_ow��g A civil engineering firm 1025 South Semaran Boulevard Suite 1093 Winter Park F132792 14071670-7500 fax 14-071 679-9188 Author rzad6n Letter to useAlutnr'nimi Desian Mantcal.Master-.Bile i�uthorizatiort for': �7r7nstronq,4 umirr.um Inc. 2227 Wercator (Dn.'ve «rlartdo, rF1' 3.7.807 Builiding Ofcicta(, (Due to that. wildnot 6e compfited6y June 1, 2005,,we are e..,tending au.thorzzation to the a6o've referenced contractor to continue using the current.rrtanual thru Septem6er.30 200.5. .f this authorization is to 6e revokeddprior to the ending date indicated -we wid not ify you in, wilting iiia manor f acsirnile. -Any induration of the alteration of tdirs document wifl'void the authorization. gordo n If: Shepa rdso n's, the engineer of record, signature and raised seals.r x,gii iced on this Letter to validate the authorization. Than�,tyou for your cooperalton .S�rz�cf PLANS REVIEWED E CITY OF SANFORD 77fP crate: H1A1(2 a Z0�5 Gordonlf. Shepardron, T.E. 19333 (Armstrong Aluminum) , 05-485, Carlos & Yarnlet Cruz; 328 Appaloosa Ct RUOUNE INC. A argil anpMeftu Tin 1025 South Semoran Boulevard Suite 1083 Winter Park FL 32702 14071670-7500 Fax 14.071670-9188 .Aluminum Engineering Index Sheet This index sheet specifies the master -file pages that can apply for the appropliate type of structure. Typical and Detail sheets and tables indicated are suggested for the type of structure, but do not gleed to apply in total- The appropriate typicaland detail sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached with out engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unauth.oried'typical and detail sheets or span tables cannot be used in conjunction with our engineering designs. mne "' m.en enclosure r 1.1.1 irsrd F Scxec� e>aclosure .� = 1.1.2 50hcelblrta 11�o spUcc.gaiile cnclonitae: 1. L31.1.4 l Int ;Screenrnclosuie. - �ympc titeeootustii hs'reerz,e�elcuure 2.2.1 Pan tooE�vitfi SCizen enel9aise 3.2.1 1.2.1 1,2.1 1 2.1.....__.. 1.2.1 .._ 2.2.2 3,2.2 1.2? 1.22 1.2.2 1.2.2 2.2.3 3.2.3 1.23 1.2.3 1.23 1.2.3 T 12.10 1.2.10 1.2.4 1.2.4 1.24 1.2.4 1 2.11 1.2.11 1.2.5 L25 1.2.5 1.2.5 1.2.61.2.6 1.2.6 1 1.2.G _ E77____ — 1.2.7 1.2.7 1.2.7 1.210 1.2.9 1.2.8 _ 1 10 - . - - 1.211 1.2.10 1.2.10 1 2.11 1.2.11 1.-Itl ucelalies , „ wCx Q�trcBrs zc;_(_. l� tasur.tyble9sI?e8tibS. 100m h/1,12.100B 100m h/1.3.2.10O 100m h/1.3.2100B 100m h/1.3.2.1008 2.3.1 3.3.1 110m 10.3.2.110B 110m h/1:3.2.110B - 110m h/1.3.21108 110m h/1.3,2.110B 120mh/1.3 2.120B — 120irph/1.3.2.120B 120m h/1.3.21208 120m ah/1.3.2120B 130m h/1,3.2.13011 130ir h/ 1.3.2.1308 13(im h/1.3.21308 130m h/1.3.2.130B - 14A)m x/1.3.2.1408 14Jm h/1.3.2.140B 140m h/1.3.2.1408 140m h/1.3.2.14013 150m h11.12.150n 150m3h/1.3.2.150B 150m h/1.3.2.150B 150 h/1.3.2.1508 y b� �cr (fiiiluu .; ;4 l )uie (Lrn1�Ttables..`.',s> to C NabJes.... •: 100m h/1.3.2.100C 100ir h/'1.3.2,100C 100 h/1.3.2.100O 100 h/1.3.2.100C 2.3.1 3.3.1 110mpb/1.3.2.110C 110m,h/1.3.2.110C 114m h/1.3?.110C 12 , . h/1s3.2,1?0C 120m h/1.3.2,120C 1� h/1.3.2.120C 120 h/1.3?.120C _ 1.3.? 130�r, hj1.3.21:30C 130m h/1.3.2.130G 130m li/1.3.2.'130G 140m h/'13.2.140C 140m h/1.3.2.140C 140n h/1.3.2.140C 140m h/1.3.2.140C 150n_ h,/1.3.2.150C 150m h/1.3.2.150C 150m h/1.3.2150C 150m h/1.312.150C Date: {Armstrong Aluminum} , 05-485, Carlos & Yamlet Cruz; 328 Appaloosa Ct Gordon H. Shepardson, P.E. 19333 IM 3 2x4) (2x2) �y 0 6-_7 U Typical Typical C 3 "Tr 7r Girt (I x2) 2x4 N 0 cri N N 00 3' 6' Typical n 3 2x4 H ni ' N 2x4 N w N 00 " n. CJ -a L(Ix2 a7 0 a n Cruz, 05-485 328 Appaloosa Ct Sanford, Fl 32771 Armstrong Aluminum 2227 Mercator Dr. Orlando, Fl: 32807 Phone: 407-678-0197 F2x:407-678-1334 Prepared by: Aaron Robarge 407-830-1515 Attaches to host via super gutter v � � N N (tel 7" super gutter Roof 2x4) (2x2) �y 6-_7 U Typical Typical (2x2) "Tr 7r Girt M Typical. N N N N N N ur 1n <14 N Roof 39'-7" Front Wall n 1 Typi cal 2x4) (2x2) �y Typical. Typical i~ c� "Tr 7r Girt M N N N N N N 39'-7" Front Wall n 1 Typi cal 2x4) CO J �y 2x4 C✓ Knee Braces: (5) @ 3' (front wall) (5) a, 2' (super gutter) �`4 Cables = R Note: All tneasure vents given are the horizontal and vertical projections. REVISIONS DOME SCREEN ENCLOSURES oz/Is/os - ROOF WIND BRAGJNG SM SECTION 1.2.3 BRACING. LJPf216NF UPRIGHT Om"L.HQGFiT PER TABLE 21431�o /' x Y BASE PLA � ISOMERIC H C3 K - BRAaNG ( WNAL. SEE SECTION 1.2.2 CMIR PAIL TYPICAL DOME ROOF - _Nf- - NNW matiklisgo FOR CABLE CONNECTION PLACEMENT do NUWBER SEE SECTION 1.2.1 x Y BASE PLATE (STANDARDS) 1) DESIGN CONFORMS TO THE FLORJDA BOLDING CSE 2001 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. AS AMENDED AND ASCE 7-M FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DORS SHALL BE SELF LATCHING AND CLOSING AND MAYBE LOCATED INTO ANY S0 EEN PANEL OPENING. 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 NG$S CENTER TO CENTER. 1 O)ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED VATH MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 1.23 FOR PIIRLJN AND CHAIR RAIL SCHEDULE 11) ENCLOSURE MUST BE•GROUNDED AND BONDED N ACCORDANCE WITH N.E.C. 4) ALUMINUM SURFACES IN CONTACT WITH LW -MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE: PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAYBE ATTACHED J LKI U41EZIST.4Nu i AsTRi -, S ,SUCAi F :i V I TO ANY ALL RT"*4W M9—V8ER5 " JT FRK) t'.N.A . PAINT Cn WAM-WHITE ARETK40MATE OF THE 2) ALL SCREEN ENCLOSURES GREATER THAN 29-7 MAX HEIGHT OR GREATER THAN 40-W PROJECTION FROM THE HOST STRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN GREATER THAN MY -O", WILL REQUIRE: SITE SPECIFIC SIGJ�IED AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DRAWINGS. 3)STRUCTURAL DETAIL,DRAWING SHALL RELATE TO 606318, 8061 -TS, OR 80@1 T6 ALUMINUM ExTRUSIoNs WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN ONG. S)ALUMINUM IN CONTACT WMi WOOD OR OTHER ABSORBING MA78Wa 13)WHEN 6W1 -T5 OR GWI-T16ALUMINUM ALLOYS LEM IN A MICH MAY BECOME ..FOR UPRIGHTS,- KNEIE WACES, Wm 8114CES, COATS OF ALUMINUM METAL AND{ROR HEAVYaODEDAND Rik i1iALUMINUM t USED FOR BITUMINOUS PAINT, M THE WOOD OR ABSOMM MAT04AL94ALL PUIRLINS, CfWR RAILS, TOP PLATES, kO BOTTOM PLATES. BE PANTED WITH tCOATS -HOUSE PAINT AND THE JOINTS SEALED WTI`H HIGH OUALITY CALL" COMPOUND. 14� THIS IS AN OPEN ALUMINUM FRAMED STRICTURE WITH SICREEN 04AX MESH OF 200) ROOF AND WXIS, IT HAS AN PAIMT94CE 61ALL FASTENERS WILL BE 24- 0- C MA)C UNtESS 10THEI'tWISE NOTED. FACTOR Ovv) OF 017. DESIGN LOAM ARE BASED ON TABLE 2002.4 SCREWS SH� BE COATED WEATHER SEALED. OF 2001 FLORIDA BUILDING A*nqih4EIG+fr ,, M ILII ;� .. THIS PACE CAN CONTRACTOR .�q90 •SCMORAN IF THE AUTHORIZM TO USE THE SUfTE MNTER PARK FL_ 32792 MASTER FILE MMUAL OR IF THE .wGE HAS AN * x - ti offs "a SiffeY Cruz. 328 ,4w!!. SECTION 1.2.1 1 DETAILS 1 SCREEN ENCLOSURES NT WALL--• 1 /8' STAINLESS STEEL 2 CABLE FOR EVERY 200 SO. FT. CABLE CORNER PLATE Nom ALL wAL.L5 OVER 15' HIGH MUST HAVE 1/2 OR W/ B {�10 TEKS MORE OF THE CABLES AT THE TOP OF THE WALL. ABOVE TW TOP CMR RAIL MIN 2 DRIVE PINS OR 2 -- 11/4" x 1/4' TAPCON TOP FASTENER 1 1/2" BELOW TOP OF CONCRETE, NO CONC. NO FASTENING TO PAVERS REVISIMS 02/15/05 CABLE BRACING CAN BE USED IN PLACE OF K -BRACING SIDE WALL --l/ ".STAINLESS STEEL CABLE UP TO 200 SO. FT. OF WALL-- NO CABLE NEEDED OVER 200 $0. F1:: 1 CABLE PER EVERY 200 SO. FT. NOTE: ALL WAIIS OVER 15' HIGH !JUST HAVE 1/2 OR MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHM RAIL. No mmavv-w mom . r f �aa a a}a► � 7�����`�� °- r ♦� ♦ Ti } a ar• t BE TIGWENED PERIODICALLY 70 REMOVE SLACK. TO AVOID CABLE SCHEDULE FOR SCREEN ENCLOSURE 4' AORNAL 2,500 PS OONfMTE CABLE ATTACHED TO 2'X2-X1/S. ANGLE WITH CAME THIMBLE >. NICO PRES SLEEVES 3/4"X1/4' TAPCON TAPCON, TO INSTALL MINNUM OF 1 1/2' FROM DECK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETE DECK ,t►P?% ; APPLIES FLILINE INC. THIS PAGE CAN ONLY BE USED`r IF THE CONTRACTOR IS 1025 S. SEt�QRAN BLVD. 1 SUITE 1093 AUfHOMZED TO USE THE MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 "¢ THE PAGE HAS AN ORIGINAL TEL (407) fi79-7500 g Alu inurn} - , VP Cruz, 328 9-9188 = . Z�t IN P.E SECTION 1.2.2 DETAILS I SCREEN ENCLOSURES 3 -x4 -x0.050" PLATE W/5 TOTAL 114 TEKS ON EXTERIOR BRACING CAN BE USED IN PLACE OF CABLE BRACING PURLJN 2fOOF WALL UPRIGHT 1"x2* 2'x2" K -BRACE ) 1"x3"xO.125'x3" LG. ANGLE W/3 i14 TEKS ON INTERIOR —•._ COLUMN / 31/2" x 7" x 0.050 PLATE W/ 9 TOTAL #14 TEKS REYt5IDTIS 02/15/05 K—BRACING CAN BE USED IN PLACE OF CABLE BRACING I -3"x4 X0.050' PLATE W/5 TOTAL. 114 TEKS PLAN VIEW 1 "x2-xO.125'xr LG. COLICIN / POST ANGLE W/ A TOTAL 11114 TEKS INTO BRACE do POST "-x2- BASE PLATE 37x4-4.050- PLATE3 1 2"zrxO.050' PUTS W/s TOtAL / 14 TEKS W/9 MAL 11114 T; ON EXTERN 3 1/2 xrxo 050- 'PLATE �B PLAN VIEW B EXTERIOR TION w/9 TOTAL #14 TEKS (,T,) RLSJ K -BRACING DETAIL TROP FOOT OF 2"Wx 1/8* ANGLE • 1-x2' CHANNEL NOTE: -1"x2- CHANNEL FRONT FOOT NUT LI5E0 WITIi ALL R£QR FOR 2'x3" SCREEN TYPES UPRKw UPRIGHT NOTE: NO7 PLAN. T.1) 2x2 ANGLE -ONLY ON 2' X 2' X 1/8" ANGLE IS ONLY rarsl - LOAD BEARING WALL REDUIM OH LOAO BEARIIG WALL S NOTE2"x UPRIGHT . .• TAPCON MUST GO INTO COW$r CHAIR RAIL A MUM OF 1-1 /4 , IF USE PAVERS ON DECK. FASTENM TOP FOOT OF WILL D"D INTO DECK 1-1/4'. 2-x2' x 1 8'. ANGLE FRONT FOOT OF W/ 2—J10 TEK SCREWS 4g` 2"x2" x 1/8" ANGLE IINNM UPRIGHT SEE ADM FOOT OF FOR. FASTENERS �'`� / IH 0"C CLC TAPCON �x1/8 ANGLE APPLIES CONCRETE DECK FRONT ELEVATION SIDE ELE, TYPICAL DECK PLATE & POST C0; •r.a MMM®U©E FILIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD,`, N11:FwWo11?,1;11= sums SUITE 1093 WINTER PARK FL 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL an g Aluminum), 5-$ R5sA Cruz; 32 f q?� �79-9188 CONCRETE DECK FRONT ELEVATION SIDE ELE, TYPICAL DECK PLATE & POST C0; NATE: FHAI DRAIL ECK 48' MAX MIK 3-2" SYS FOR FASTEHI1c; AT CHAIR RAIL. TO UPRIGHT SCREW BC 2' x 2" x1/8' ANGLE W/2 % 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4" INTO CONC. DECK 1'x2" rZREEN CHANNEL ,,,�i -i fes IG ~ A �I HON RE kA P.E T THIS PAGE CAN ONLY BE USED FILIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD,`, AUTHORIZED TO USE THE SUITE 1093 WINTER PARK FL 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 g Aluminum), 5-$ R5sA Cruz; 32 f q?� �79-9188 NATE: FHAI DRAIL ECK 48' MAX MIK 3-2" SYS FOR FASTEHI1c; AT CHAIR RAIL. TO UPRIGHT SCREW BC 2' x 2" x1/8' ANGLE W/2 % 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4" INTO CONC. DECK 1'x2" rZREEN CHANNEL ,,,�i -i fes IG ~ A �I HON RE kA P.E T m SECTION 1.2.3 j DETAILS I SCREEN ENCLOSURES MGM 02/15/05 W/o w10 TEKS EACH SIDE- 5' IDE5' OR r SUPER c fm STRUCTURAL GUTTER. & KNEE BRACE DETAIL HOUSE TYP. DIAGONAL TYP. CORNER (r.. -"� 7 I X14 I I 4A I vBRACE [act NOTE; WIND' BRACING SHALL NOT BE ,REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED 6Y CONNEc110N TO HOST STRUCTURE. NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL OR REQ CHANNEL NO TOE NAILING IS ALA OWED PLAN \AEW ROOF WIND BRACING PURLIN & CHAIR RAIL DEPT PPk,IE FLIUNE INC. THIS PAGE CAN ONLY BE USED F 005 IF THE CONTRACTOR IS 1425 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE O GINAL TEL (407) 679-7500 Aluminum) , 0j-4Rr � �ru 328 ..:ll w9-9188 n.�� oNP� BEAM OVERLAP 2' CHANNEL. OR GUSSET PLATE 6 40 TEK5 FOR CONNECTOR ��� SCHEDULE SEE SECTION 1.2.4 ROOF BEAM 2x4 5.6.7,6, 9 10, 1'-2"x .040' STRAP AT EACH " UPRIGHT do MIDWAY BETWEEN HQ�NOW 3-110 UPRIGHTS, W/1 10 TEK G Ca,1 h AT EACH END KN RACE 4'' 2" — H CHANNEL . • e W/ 6 10 TEKS 4' MAX • e 4' MAX. ° HOST WALL STRUCTURE UPRIGI 2x2- ANGLE KNEE BRACE D ETAI L 2' SMS o 2 o c W/o w10 TEKS EACH SIDE- 5' IDE5' OR r SUPER c fm STRUCTURAL GUTTER. & KNEE BRACE DETAIL HOUSE TYP. DIAGONAL TYP. CORNER (r.. -"� 7 I X14 I I 4A I vBRACE [act NOTE; WIND' BRACING SHALL NOT BE ,REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED 6Y CONNEc110N TO HOST STRUCTURE. NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL OR REQ CHANNEL NO TOE NAILING IS ALA OWED PLAN \AEW ROOF WIND BRACING PURLIN & CHAIR RAIL DEPT PPk,IE FLIUNE INC. THIS PAGE CAN ONLY BE USED F 005 IF THE CONTRACTOR IS 1425 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE O GINAL TEL (407) 679-7500 Aluminum) , 0j-4Rr � �ru 328 ..:ll w9-9188 n.�� oNP� SECTION 1.2.4 REVISIONS DETAILS SCREEN ENCLOSURES 1 02%15/05 20 8' 1 U 14 X x X 265 i 4 1616 x X 2x6 1 14 16 16 18 18 X o 2x7 1416 16 18 I8 20 X d Zx8 16 16 18 18 20 22 22 2x9 16 18 18 20 2Z 22 24 2x10 18 18 2O 22 22124124 J10 TEK SCREWS EACH SIDE OF BEAM X-- NO CONNECTION ALLOWED NOTE: BEAMS SCREW PATTERN -1" CLEARANCE ON All 4 SIDES OF THE GUSSET PLATE OR BEAM OVERLAP. 2x4 4' 8 X X X SCREWS ARE TO BE EQUALLY 4 8 0 X X SPACED FROM TOP TO BOTTOM 24 AND SIDE-TO-SIDE. SCREWS 2x6 6 8 8 10 12 12 X MUST BE WEATHER SEALED. 2t7 8 8 10 12 12 14 X a 2xB 8 10 12 12 14 14 14 NOTE• ' 2x9 10 4 16 18 P12 12 i4 14 16 t6 GUSSET PLATE THICKNESS WILL 2x10 10 14 14 1 BE EQUAL To OR LARGER THAN LARGEST BEAM OR UPRIGHT USED. /14 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PI;TE CCNNIECTION ALUMINUM PHYSICAL PROPERTIES THIS PAGE CAN ONLY BE USED . 2xH TWALL TWE. SECTION MOMI 2x4 0.046 0:100 0.935' 2x5 .0.050 0.1161 1.380 2x6 0.050 0.120t.-.1.920 FASTER FlLE MANUALOR IF 2x7 0.055 0.220 2.375 2x8 . 0.072 _T57—.0-082 0.224 4.080 0.306 5.910 2x10 10.092 0.389 8.531 HOLLOW BEAM TABLE SNAP EXTRUSION TIPALL SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES LIES u ; `. H S . i. P.E. ... THIS PAGE CAN ONLY BE USED FLIUNE INC. }� IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. .. AUTHORIZED TO USE THE SUITE 1093 FASTER FlLE MANUALOR IF WINPA R WINTER PARK FL 32792 (Armstong Aluminum), 5-@�,t-� L�,' 328 TEL 679-7500 a� �V9-9188 LIES u ; `. H S . i. P.E. ... SECTION 1.2.5 1 DETAILS SCREEN ENCLOSURES RCVZS*M 02/15/(* THIS PAGE CAN ONLY BE USED FLIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVII. AUTHORIZED TO USE THE SUITE 1(093 MASTER FILE MMUAL OR IF WINTER PARK FIL. 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 IJM aX7 0 f>,79-9188 AlLiminum), f-Tf�TMAD(A& Cruz, 328 UL 1/4*x2* LAG SCREWS 3/U4,'%4' 1/4"x2"AG SCREWS 314"x3lC 0 24' O.C. MAX IN M FERRULE O,C* O.C.,C,- 4OMAX. ALUWNUM FERRULE 3/8'xB* LAG SCREW,TYF. -3/8*x8* LAG SCREW.TYP. NX I EACH SIDE OF BEAM I EACH SIDE OF BEAM ROOF SCREEN ROOF BEAM BEAM 2*x2"x0.125' ANGLE W/ Yx24 "i0.125' ANGLE W/ 4#10 TEK 11 0 S. EACH SIDE TEM. EACH SIDE OF BEAM ANGLE OF BEAM SPACER ANGLE S SHIM OPTIONAL I'x2' SHIM OPTIONAL 1 "x2* FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE BOX BEAM (FIAT OR ANGLED) OR '*N 1/4AX2' LAG SCREWS 3/4-x3/4- G EXISTING ANGLED OR PLUMB lx UM 1 0 24" O.C. MAX. ALUMINUM FERRULE OR Zx FASCIA F 7 3/8*x8" LAG SCREWTYP. //-1 EACH SIDE OF SEAM SCREEN ROOF BEAU 2-x2-xO.125- ANGLE W/ 4#10 TEKS. EACH SIDE OF BM 1-1/4"x2' LAG. 2X2*xO.125" 0 EAC I F EACH SIDE OF BEAM Z OPTIONAL 1%2" J.x 2-2-0/4- THRU-BOLT 7M 24* O.C. ALONG I'x2* ALONG FOR GUTTER WITH SCREEN CHANNEL. SIDE OF BEAM W/ ANGLE SPLINE GROOVE SHIM BOX BEAM (FLAT DR ANGLED) PURLIN WITH -TAPCON OR 1 10- 3* SCREW 24' O.C. WITH I -O TAPCON R #110- 3* SCREW THRU U 2"x 2' ANGLE INTO WALL ON EACH SME OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WITH LAG BOLT BOLT T OR TAIRCON ATTACHING ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION .1.2.6 2'X2'xO. 125' ANGLE 0 EACH SIDE OF BEAM W/ 2-2"x1 /4" THRU- BOLTS. BEAM TO STRUCTURAL CUTTER DFTAll 1c; Ar TO FAcrlA -WAI I THIS PAGE CAN ONLY BE USED FLIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVII. AUTHORIZED TO USE THE SUITE 1(093 MASTER FILE MMUAL OR IF WINTER PARK FIL. 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 IJM aX7 0 f>,79-9188 AlLiminum), f-Tf�TMAD(A& Cruz, 328 UL SECTION 1.2.6 1 DETAILS PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES (SEE BEAM TABLES) REMONS SCREEN ENCLOSURES 1 02/15/05 CONNECTION OF PURUN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURUN PURUN TO BEAM ANGLE TO BEAM AND TO HOST STRUCTURE 2X4 3 2 2X5 3 3 2X6 3 4 2X7 3 5 2X8 3 g 2X9 4 7 2X10 4 8 SEE PURLIN SCHEDULE — SECTION 1.2.3 I SCREW PER VERTICAL INIM (SEE TABLE] BEAM TO PURLIN USE 2'—#10 SMS INTO WOOOFRAME (SEE TABLE) STRUCTURE USE _ 4"—#10 SMS INTO CONCRETE Ij STRUCTURE. USE 3 1/2" TAPCON PURLIN CONNECTIONS USE 2"'X 2' X , 0.125" SUPPORT ANGLE (EACH SIDE) BEAM TO PURUN INTO. WOOOFRAME - USE 2'—�10 SMS STRUCTURE USE BEAM CONNECTION (SEE TABS p 2"-1 10 SMS p INTO CONCRETE STRUCTURE USE 1/2" TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUff fl., APPLIES THIS PAGE CAN ONLY BE USED FULINE INC. EB. 1. 5. ,' r IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 TH P G I TEL (407) 679-7500 (Armstong Aluminum) , 5- q OY� et l ru ; 32 —9188 ^ ^ �NHsr ON.P.E. '. (Arra aE+rtsaoNs SECTION 1.2.7 1 DETAILS SCREEN ENCLOSURES ax/ls/05 SPLICE PLATE SMALL BE LAIN. 24 INCHES LONG, MINIMUM 12-1 SO TEK SCREWS ON EACH SIDE OF 1 INCE! LESS WIGHT THAN THE BM THE SAMEMINIMUM CUT .EVENLY SPACED WITH 1 INCH CI.,EAIWJCE THICKNESS AS THE SPLICE BEAM, CT LOCATED FROM T1 NO AT THE CUT AND ALL SAES OF THE INTERNAL SPLICE GREATER THAN 1/3 TFIE E�E,AA! IENGTN FRO6f THE END AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM PLATE. TYP 24" MIN t' 1112 Typ • s • o • s 1 " TYP. � l; Tl'TA 1Y MIN. 12' FAIN. SPLICE `FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. BEAM SPLICE FOR GUSSET CONNECTION SEE SECTION 1.2.4 1'-2"x .040" STRAP AT EACH UPRIGHT do MIDWAY BETWEEN UPRIGHTS, W/1 1 10 TEK /KNEE BRACE KNEE BRACE AT EACH END SEE KNEE BWE DETAILS SECTION 123 HOST < WJMRE SPAN CL SPAN DETAIL APPLIES SOME. FLAT OR NO SPLICE GABLE ',� �'A� THIS PAGE CAN ONLY BE USED FLILINE INC. F .7rt'.. 1025 S. SEMORAN BLVD.. IF THE CONTRACTOR IS •" AUTHORIZED TO USE THE SUITE 1093WINTER PARK Fl_. 32792 - MASTER FILE MANUAL OR IF THE PAGE HAS Mi ORIGINAL TEL (407} 679-7500 AX 407 79-9188 N�Kl$ e.E Aluminum) , Q-4��a��s'a Cruz; 328 os1 �1P� .` .:: SECTION 1.2.10 DETAILS SCREEN ENCLOSURES Wffi"S 02/15/05 EIM 8'X8" CONCRETE RIPON FOOTER W/ 115 REBAR CONTINUOUS TO SUPPORT LOP TO 2* X 6" UPRIGHT 'c N Col"IT. FOOTER WHEN SLOPE V IN 3' OR STEEPER OR WHEN DECK WENDS 33' OR MORE PERPENDCULAR TO THE Q STRUCTURE. El USE 8-x 12- CONCRETE RIBBON FOOTER W/ 2 1 5 REBARS- CONTINUOUS TO SLXWRT LIPROO LARGER THAN 2* 1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND. OR STRUCTURALLY SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2-500 PSI W1 FIBER MESH OR 6x6 -10x10 W W MESH. 3) 3 — #3 BARS IS EOUWALENT TO 1 #5 BARS. .TYPICAL SCREEN DECK FOOTER DETAIL YPICAL SCREEN DECK FOOTER DETAIL 'OOTER DETAILS AND SIZING. ALTERNATE -2 RIBBON FOOTERS FOR BRICK PAVERS THIS PAGE CAN ONLY BE USED FUUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 WINTER PARK FL 32792ASTER MFILE MANUAL OR IF TEL (407) 679-7500 (Arms ti ong Aluminum) C154$�AesMCYSW THE PAGE HAS AN ORIGINAL Cruz, 328[f 88 REVISIONS O2f 15/05 SECTION 1.2.11 DETAILS SCREEN ENCLOSURES 3"X3' ALUMINUM COLUMN 3 114 TEK SCREWS 3"X3" ALUMINUM COLUMN 3 f14 TEK SCREWS ON EACH SIDE ON EACH SIDE 2 X2'Xl/8' 2'X2'Xl/B" ANGLE 9 3" ANGLE 4 3" Z. 2. 2 TAPCON EACH SIDE 2' IN o INTOEDDED 1 /2. 2'X2'X2• ISOLATED 2 tAPCON EACH SIDE iy FOOTER HATH 2; UO EMBEDDED 1 1/2' 2' PSI CONCRETE INTO FOOTER ISOLATED FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE . WITH KNEEWALL MAXIMUM UPRIGHT SIZE = 2'X6' CENTERED ON WALLSEE TYPICAL DECK PLATTi& POST CONNECTION - SECTION 1.2.2 #3 BAR CONTINUOUS SET IN BOND BEAM BLOCK ALL CELLS AND 13 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE FILLED WITH 2,500 IN DIRECTION PSI CONCRETE IN 8'X8'X16' CMU CONCRETE DECK IN AREA OF KI EEWALL, V CABLE BRACING WILL i ® ATTACH TO FOOTER L 2 #5 BARS I----,s'----� CONTINUOUS,: ' APPLIES FLIUNE INC. J ; THIS PAGE CAN ONLY BE USED FEB` IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. .. ,>..,.. " a AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 _ _ TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL_ FAX 407 679-9188 PA $IGNATU AN SEAL ) rre (Armst n Iuminum 5-485 Carlos & Yamiet Cruz. 328 A bosa Ct (Armstra BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION 1.3.2.120 B SPAN I'TABLES SCREEN ENCLOSURES 1 1120MPH 6063-T6. ALLOY 6061-T5 ALLOY 6061-T6 ALLOY EXPOSURE 8 ALUMINUM ALLOY: 6063 -T6,6061 -T5, a 6061-T6 WIND ZONE: 120MPH EXPOSURE B ALL POOP STYLES MkX SPANS FOR ROOF BEAMS FOR SCREEN ROOF1eOOL ENCLOSURES UP TO 150 MPH WIND LOAD ALL WIND SPEEDS PRESSURE 10 PSF MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL ENCLOSURES ROOF BEAM SPANS WALL UPRIGHT HEIGHTS Interpolation between spans Is permitted. ROOF SPACING (number of feet) 6- 7' 8' 1 9' Interpolation between Spam is permitted. UPRIGHT SPACING (number of feet) 4# 5' 6- 7- 8- 8 - SP HHURTE — 2X4-0KNEES 16V 1410 14V '13'3 12-9 1213 12 X 4 - 0 KNEES IW4AIT4 I 11 -if 4W10 IV2, 2X4.1 KNEE 20V 18110 18V V3 16'9 10 2X4-1 KNEE W4 jr Ivil J4'10 in 2X4 -2 KNEES 24*0 22'10 22'0 21.3 2" *3 2 X 6.0 KWES 119% 18'2 1jr & 157 15'02 X 5 0 KNEES 17'8 16'4 1 ISS 140 W4 I V 2-X 5 -1 KNEE 272,, 21,2 197 19-0 _2 X I KV --E 21'8 20'4 18.0 ir4 167 2X5-2KNEES 2r6 26'2k 257 237 23V 2X6 -0 KNEES 2T2 21*6 20'4 19'4 18'2 17V 2X6-OKNErzS TIF -11 —19.r TV I5'5 T16V 14-6 2X 6 -1 KNEE 27'2 25% 24'4 23'4 22'2 .21-0 2X6-1 KNEE 24'11 "'S 211 20$ ITS 19*6 2 X 6 -2 KNEES 31'2 29'6 284 214 267 25V 2 X 7 - 0 KNEES 26*2 24'4 22'9 21'9 20'0 .194 2 X7 .0 KNEES 237 216 20V IS'S irli 167' 2X7-iKNEES 30*2 28'4 26'9 26'9 24'0 23'1 .2X7-iKNEE 277 25'6 24V =5 211 207. 2 X7.2 KNEES 342 32'4 30'9 29*9 28'0 m 2 X 8- 0 KNEES 32% 30'4 287 2702 2540 —96— 243 2 X 8- 0 KNEES 297 27% 25'4 23'10 22'4 213 2 X 8 1 KNEE • �W 127-, 31.2 20-10 ZM 2.X 8.1 KNEE 337 31'6 294 trio 26'4 25*3 2 X 8 2 KNEES 40V 384- 367 35'2 33'10 32'3 2 X 9.0 KNEES 35*9 33'4 3114 211"I1 284 261 2 X 9.0 KNEES 31-0 j 307 29*7 25'$ 24'0 2710 2X9 I KNEE 39'9 314 _35% .-33'11 321 30'6 .2 X 9 1 KNEE 35'0 1 34'2 337 29'8 Wo 2640 2 X 9.2 KNEES 43'9 41.4 39'51 37.11 36'4 34'6 2 X 10 -0 KNEES 44'4 41'4 391 37'3 35*8 34'4 2 X 10.0 KNEES 3T6 36*1 34V 32'3 WS 297. 2 X 10 -1 KNEE 4814 45'4 431 411 1 391 38'4 2 X 10.1 KNEE 41'5 40'1 38V 363 341 337 2 X 10 -2 KNEES 62'4 491 471 45'3 1 43*8 424 1-1 Inte"ation between W- is ennided. interpolation between =s Is permitted. NOTE 1: Roof Spam using knee braces are figured for knee braces of Oft on the horizontal. The difference in the knee brace length of less than or greater than 4ft on the horizontal will be deducted from or added to the the span. NOTE 2: Wall spans using knee braces are figured for knee braces Of Oft 011 the verticaL The difference In the knee brace Length of less than of greater than 4ft on the vertical Will be deducted from or added to the span. T NOTE 3: Spans and beights, using knee braces are used only for e, flat and no Spflce,j!bIe roof Styles. NOTE 4: When ushV sports or heights In bold bordered areas - site pecific sealed engineering and layout drawings am required when 7 fromhool. enclosure Is 40ft or greater In distance i6i"o-fol, (regardless at which direction beams So$ height Is 20 or greater, ..... i THIS PAGE CAN ONLY BE USED BY A CONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIG n!4��E-AND S g Aluminul-n) uarlosWamlet Cruz, 328 Appal FLILINE INC. 1025 S. SEMOPAN SOM SUITE 1093 WINTER PARK FL 3279 osa Jf"407)67975N FAX MMIMAIAR RZMM