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HomeMy WebLinkAbout3545 Ohio Ave (3)f 4er"3. ��4�5 Permit # :C) S ^ A Q) Job Address: s Description of �N C Historic District: Zoning: Permit Type: Building 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: CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: $ Mechanical Plumbing Fire Sprinkler/Alarm Poolto - _ 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) Parcel#: �[/ - tJ 1�02— -� Owners Name & Address: Abip = MA,6 E t- Aco5: -35714'-:5 CWC) A✓ZSala AiW n_ FA 3 Cont�ctor�Na�e & A ass: ''11 9> /L� i (Attach Proof of Ownership & Legal Description) Number. 5_ I Phone:. -,.s_C 1' {'1�i11i7ii�� Mortgage Lender: Address: i Architect/Engineer: 1 Pho _ ne: j -... Address: :: sp I Fax: Application is hereby made to obtain a peiinit do the o • d ti I certify tliai'no work or installation has commenced prior to the issuance of a permit and that all work will,be:performedntom tan f ating coWstruction 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 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 thip erty that m be found in the public records of this wanly, and there maybe additional permits required from other governmental entities ch as wat 'mys einent distri state agenci , or federal agencies. Acceptance of permit is anon t I will notify the owner of the property of the r men/ /FloLien Law 13. �^ !1 I� tolrs/nij • a FrNW1011 ' * IBES: December 2, 2007 ' 1 'o`' go N 8u* Notary 80NOW Ow''TTcc b • OF F�� er/Agent is Personal)x Known to Me or `/� • /�� Co tragi roduced APPLICATION APPROVED BY: Bldg: 0. C) Zoning: (InitiAl & Date) (Initial & Date) Special Conditions: TERM MARINAW VIN OMMISSION 0 DD 271580 Utilities: or FD: (Initial & Date) (Initial & Date) ` PRCPAREU. BY: LNG n1Vj A STUM 1144. .2227 MEIiC T©R DRIVE ORLAi'�D0, FL 32807 PERMTI. NUMBER TAX FOLIO N"ER 1 t. NOTICE OF 11111111111111111111111.111111101111.11111111111 all 151111 leer NARYANNE MORSE, CLERK OF CIRCUIT Ct1URT SENINOLE COUNTY BK ()55()G PG 1'27.E CLERK'S # 2+:)04171456 RECORDED 11/0514004 12111:47 PM RECORDINS FEES 10.00 RECORDED BY S O'Kelley STATE OF FLORIDA COUNTY OF SEZ,-vi i.NoZ!5 The UNDERSIGNED hereby gives notice that improvement (s) will be made.to certain and real property, and in accordance j with Chapter 713, Florida Statutes, -.the following information if provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (legal description and street address if available) 35q,5 off /•o A V if . [r '3 Si Lvg�� O Mci5 llcn�-:s BLcx4,r, , 2-11 GENERAL DESCRiM'IONOFIMPROVEMENT(S) 6cg t_ ]�_i,1cLosuie� P22L) I OWNER INFORMATION Name and Address /f l� �,Q ► (��L ,�QCo S 79 N AtK 1rr I LU"'burl 5 � 6�l%D Aye c1?n1Fo.21� �L 327-73-,MARYANN5 MORSE GLER!CIR'' Ii COUNI Interest in Property ( fee Simple, Partnership, etc.) . SEM. OLE N Y. FLORIDA C BY c FP11 EEK AME AND ADDRESS OF FEE SIMPLE TITLE SOLDER (If other than owner) MA { RACTOR INFORMATION I e and Address SURETY( Bonding Company) �. 0001 fA*oY r ©Y LLL � Name and Address N I j I Amount of Bond LENDER Name and Address �1 A Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13(t), (a), 7., Florida statutes (name and address) In addition to himself, Owner designates to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), FII Expiration Date of Notice of Commencementya The different -date is specified.) Signature of Owner State of Flor ^ County of e was acknowledged before nke this A . 1 — . J or date is one year from date of recording unless a TERESAMARINARO n MY COMMISSION # DD 271 zuur. services r f Date: 10/30/2004 Power of Attorney Job # 04-844 I hereby name and appoint rAtrong Aluminum to be my lawful attorney in f ct to act for e and ahe Sanford Building Department for a screen enclosure permit for work to brmed at a location described as: Section 08 Township 21 Range 31 502-0000-0030 Legal Description: LEG LOT 3 SILVER LAKE ACRES PB 29 PG 44 Address of Job: 3545 Ohio Ave; Sanford, fl 32773 Owner: ACOSTA ALDO & MARIBEL and to sign my name and do all things necessary to this appointment. A,,,,James strong Signature of Certified Contractor The in t owled ed before me _ y I r g a g Y Wally known to me / w produced fi of take oath. State of Florida C of _ Commission # KEHI G`NYN �.MY Car U .D `p My co ssion expires PLAT OF BOUNDARY SURVEY for LQH OF FLORIDA, INC. "4%.. ►A1f=P q Legal Description IDS _ Lot 3, SILVER LAKE ACRES, according to the plat thereof as recorded in Plat Book 29, page 44, of the Public Records of Seminole County, Florida. ....,._..,"e SURVEY NOTES: OFFIC 1) No underground utilities or improvements were located by this survey. 2) The above-described property lies in Flood Zone X as shown.' o ?Y' 3) The street address of the above-described property is Ohio Avenue. 4) This survey was completed on the ground on 22 May 2001. SURVEYOR'S CERTIFICATE This is to certify to LQH OF FLORIDA, INC., ALDO ACOSTA, MARIBEL ACOSTA, SUNTRUST BANK, N.A., POHL & SHORT, P.A., AND COMMONWEALTH LAND TITLE INSURANCE COMPANY that I have completed this "Boundary Survey' of the above-described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuantto Ch_4apter 61G17 6 of the Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. KITNER SURVEYING R. BLAIR KITNER — P.S.M. No. 3382 P. 0. Box 823 — Sanford, Florida 32772- (407) 322-2000 Not valid without raised seal of Surveyor REVISED FOR FINAL SURVEY I AUG. 2001 pp N o� c^ on.c �'7n" C ')7'7 -7 Q' o� cn��..q [RCN k �+M7 2.2] 1-7B FLANS REVIE '�.,D CITY OF SAN FO SCALE: 1"=40' ao 0' 0 IQ ao 0' FLILINE INC. A civil engineering firm 1025 South Semoran Boulevard Suite 1093 Winter Park FL 32192 [4011618-1500 Fax [4011619-9188 Authorization Letter to use Aluminum Design Manual Master -isle Authorization for.• ArmstrongAluminum Inc. 2227 Mercator Dr. Orlando IFG 32807 Buififing Official, The above referenced contractor is hereby authorized to use ourAluminum Design Wanual as a master file to obtain all permits in your jurisdiction for the time period of Way 1St, 2004 thru Way 31St, 2005. If this authorization is to 6e revoked prior to the ending date indicated we widnotifyyou in writing via certified mail Any indication of the alteration of this document will void the authorization. Gordon 3f. Shepardson's, the engineer of record, signature and raised seal is required on this letter to vaCu{ate the authorization. 2hankyou for your cooperation. Signed Date: Ma -v 1 2 Gordon Yf. ardson, (A. 19333 (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARISEL, 3545 Ohio Ave FLIUNE I G. A civil encNeering rim 1025 South Semoran Boulevard Suite 1083 Winter Park, R 32782 [4071678-7500 Fax [4071678-8188 Aluminum E inec nndex Sheet This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail sheets and tables indicated are suggested for the type of structure, but do not need to apply in total. The appropriate typical 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. One index sheet should be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this. Unauthorized typical and detail sheets or tnhlec rnnnnt he iigefi in rnninnction With ntlr engineering designs. CONTRACTOR: JOB REFERENCE: Company Name: Armstrong Aluminum Owner Name: Pan roof w/ Screen enclosure Address: 1.1:2 Phone number: 407-678-0197 Legal Description: Member ID Number: 2.2.1 omesc I ncloSureM. Mansard screen Enclosure Splice gable screen Enclosure Flat screen Enclosure Pan roof w/ Screen enclosure Composite roof w/ Screen enclosure 1.1:2 1.1.3 1.1.4 3.2.1 2.2.1 1.2.1 1.2.1 1.2.1 1.2.1 3.2.2 2.2.2 1.23 1.2.2 1.2.3 1.2.3 3.2.3 2.2.3 1.25 1.2.3 1.2.5 1.2.5 1.2.4 1.2.4 1.2.6 1.2.5 1.2.6 1.2.6 1.2.7 1.2.6 1.2.7 1.2.7 1.2.4 1.2.4 1.2.8 1.2.4 1.2.4 Tables/6061-T5 Tables/6061-T5 Tables/6061-T5 Tables/6061-T5 Tables/6061-T5 Tables/6061-T5 100m h/1.3.1.100A 100m h/1.3.2.100A 100m h/1.3.2.100A 100m h/1.3.1.100A 33. LA 2.3.1.A 110 h/1.3.1.110A 1102h/1.3.2.110A 110m h/1.3.2.110A 110m h/1.3.1.110A 3.3.2.A 2.3.2.A 120m h/1.3.1.120A 120m h/1.3.2.120A 120m h/1.3.2.120A 120m h/1.3.1.120A 130m h/1.3.1.130A 130m h/1.3.2.130A 130m h/1.3.2.130A 130m h/1.3.1.130A 140m h/1.3.1.140A 140m h/1.3.2.140A 140m h/1.3.2.140A 140m h/1.3.1.140A 150m.h/1.3.1.150A 150m h/1.3.2.150A 150m h/1.3.2.150A 150m h/1.3.1.150A Tables/6063-T6 Tables/6063-T6 Tablcs/6063-T6 Tables/6063-T6 Tables/6063-T6 Tables/6063-T6 100m h/1.3.1.10013 100m h/1.3.2.100B 100m h/1.3.2.100B 100m h/1.3.1.100B 3.3.1.13 2.3.1.13 1 B 110m h/1.3.2.110B 110,nh/1.3.2.11013 110m h/1.3.1.110B 3.3.2.13 2.3.2.13 120rnph/13':5.12013 120m h/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.1.120B h' ' 130m h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.1.130B 140m h/1.3.1.140B 140m h/1.3.2.140B 140m h/1.3.2.140B 140m h/1.3.1.140B 150m h/1.3.1.150B 150m h/1.3.2.150B 150 h/1.3.2150B 150m h/1.3.1.150B (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARIBEL, 3545 Ohio Ave •I SECTION 1.1.1 DOME I SCREEN ENCLOSURES H K— BRACING (OPTIONALI SCREEN (TYP.) UPRIGHT (TYP.) ALUMINU CHAIR RAIL (M 1'x2" (TYP.) BASE PLATE �• r lr R a• ISOMETRIC DIAGONAL BRACING SEE SECTION 1.2.3 BRACING UPRIGHT 2� HEIGHT PER TABLE K — BRACING ( OPTIONAL CHAIR RAIL (TYP SCREEN TYPICAL DOME ROOF STANDARDS) ESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 S AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE ATTACHED TABLES. 2) ALL SCREEN ENCLOSURES GREATER THAN 20-0" MAX HEIGHT OR GREATER THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE WILL REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN ENCLOSURE MASTER FILING IS IN EFFECT. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6 OR 6061-T5 ALUMINUM EXTRUSIONS,WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040 INCH 4) ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER - WHITE METHACRYLATE LIQUEUR. ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY- BODIED BITUMINOUS PAINT, OR THE WOOD OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND ALL FASTENERS WILL BE 24'C - C MAX UNLESS OTHERWISE NOTED SIDE ELEVATION tw-t FRONT ELEVATION (TYP) (TYP) FOR GABLE CONNECTION PLACEMENT A NUMBER SEE SECTION 1.2.1 1•x2' (TYP) BASE PLATE Im 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. B) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING DOORS AND MAY BE LOCATED INTO ANY SCREEN PANEL OPENING 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES 10) ALL PURLINS AND CHAIR RAILS WILL BE 25Q5c 0.044' HOLLOW BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 12) NO UNAPPROVED APPENDICES ORACCESSORIES MAYBE ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER 13) WHEN 6061-T5 ALUMINUM ALLOY IS USED IN A STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES; WIND BRACES, & K- BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 OF 2001 FLORIDA BUILDING CODE FOR A MEAN HEIGHT UP TO 30 FT. APPLIES FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERRLE WINTER PARK FL 32792 AUTHORIZAT10N LETTER - TEL (407) 679-7500 ON FILE FAX (407) 679-9188 Armstrong Alu inum) , 04-844, ACOSTA ALDO & 4 ERWeL, 3545 Ohio Ave C-OFDON H SHEPAROSON RE R.OFVDA P.E 16033 ..mi UPRIGHT 2� HEIGHT PER TABLE K — BRACING ( OPTIONAL CHAIR RAIL (TYP SCREEN TYPICAL DOME ROOF STANDARDS) ESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 S AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE ATTACHED TABLES. 2) ALL SCREEN ENCLOSURES GREATER THAN 20-0" MAX HEIGHT OR GREATER THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE WILL REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN ENCLOSURE MASTER FILING IS IN EFFECT. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6 OR 6061-T5 ALUMINUM EXTRUSIONS,WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040 INCH 4) ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER - WHITE METHACRYLATE LIQUEUR. ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY- BODIED BITUMINOUS PAINT, OR THE WOOD OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND ALL FASTENERS WILL BE 24'C - C MAX UNLESS OTHERWISE NOTED SIDE ELEVATION tw-t FRONT ELEVATION (TYP) (TYP) FOR GABLE CONNECTION PLACEMENT A NUMBER SEE SECTION 1.2.1 1•x2' (TYP) BASE PLATE Im 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. B) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING DOORS AND MAY BE LOCATED INTO ANY SCREEN PANEL OPENING 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES 10) ALL PURLINS AND CHAIR RAILS WILL BE 25Q5c 0.044' HOLLOW BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 12) NO UNAPPROVED APPENDICES ORACCESSORIES MAYBE ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER 13) WHEN 6061-T5 ALUMINUM ALLOY IS USED IN A STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES; WIND BRACES, & K- BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 OF 2001 FLORIDA BUILDING CODE FOR A MEAN HEIGHT UP TO 30 FT. APPLIES FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERRLE WINTER PARK FL 32792 AUTHORIZAT10N LETTER - TEL (407) 679-7500 ON FILE FAX (407) 679-9188 Armstrong Alu inum) , 04-844, ACOSTA ALDO & 4 ERWeL, 3545 Ohio Ave C-OFDON H SHEPAROSON RE R.OFVDA P.E 16033 t19 SECTION 1.2.1 1 DETAILS ( SCREEN ENCLOSURES 3'x4'x0.125' PLATE W/5 TOTAL J14 TEKS ON EXTERIOR 2'x2' H ROOF PURUN WALL. UPRIGHT 2'x2' H K -BRACE ) `31/2' x 7' x 0.125 PLATE wW/ 9 TOTAL 114 TEKS m ;C4MR F'x0.125' PLATE L%2' aSE PUTS TOTAL #8 TEKS EXTERIOR 13(0-9 ERIOR ELEVATION 1'x3'xO.125'x3' I AN W/5 114 ON INTERRIOR COLUMN / POST PLATE W/5 TOTAL 114 TEKS OPN.TS)L IN VIEW A ( 1'x3'xO.125'x7' LG. COLUMN / POST ANGLE W/114 TEKS INTO BRACE k POST 31 W%1720TAL #14TEKS� E 9 3 1/2'x7'xO.125' PLATEOPLAN VIEW W/9 #14 TEKS MTS K -BRACING DETAIL 8 �o FRONT WALL --1/8" STAINLESS STEEL CABLE e--eF-wA�.AeLE _ Y4 CABLE CORN UP •TO 600+SQ _..__-_._..._.. _ . _. _ _ . . _ CABLE _CAB PLATE 1 /8' W/ 8 # 10 Q UP TO 800 6 CABLE 0 UP TO 1,000 SQ. 8 CABLE NOTE. All WALLS OVER 15' HIGH MUST WAVE 1/2 OR MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL APPLIES 1 2 DRIVE PINS OR c - 11/4' x 1/4' TAPCON TOP FASTENER 1' BELOW TOP OF CONCRETE. NO CONC. DE NO FASTENING TO PAVERS _. 2NO CABLE SET Tb:200 SQ OF WALL •-NO'-.G18LE.-NEE 15i CABLE SET Q UP TO 400 SQ. 1 CABLE 3RD CABLE SET TOP CHAIR RAIL WHEN 0 UP TO 600 SQ. 2 CABLE PANEL EXCEED 56 SY4 �x I UP TO 800 SQ. 3 CABLE SCREEN CABLE BRAQINaJ2W-MM 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 RML CABLE SCHEDULE FOR SCREEN ENCLOSURE -AI FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 ON FILE FAX (407) 679-9188 GORDON H 8HEPAROSON P.E E—MAIL FLORIDA P.E 19333 SECTION 1.2.3 1 DETAILS SCREEN ENCLOSURES T� OP FDor of 2'x2•x 1/e' ANGLE NOTE: e r7REQR. 'x2' CHANNEL USED WITH ALL SCREEN TYPES 1'x2' CHANNEL OT NOT 2x3' UPRIG PLAN VIEW (N.T.S.) FOOT TABLE UPRIGHT x4 x5 x6 x7 x8 x9 x1C SIZES 2 2 3 3 4 4 EACH SIDE J-10-TEK-SCREWS, _ 4 4 6 6 8 8 CHECK ONE SELECT LOADBEARING UPRIGHT SIZES 'x UPRIGHT NOTE: NOTE: TAPCON MUST GO INTO CONC. 2'x 2' CHAIR RAIL CHAIR RAIL 48' MAX. A MINIMUM OF 1-1/4'. IF USE L FROM DECK PAVERS ON DECK, FASTENER TOP FOOT OF WILL EXTEND INTO DECK 1-1/4'. 2'x2' x 1/8' ANGLE MIN. 3-2' SMS FOR FASTENING AT W/ 2410 TEK SCREWS CHAIR RAIL. TO UPRIGHT SCREW BOSS FRONT FOOT OF INTO UPRIGHT 48' MAX 2•x2' x 1/8' ANGLE -2" x 2' x1/8• ANGLE W/2 11110 SEE ABOVE TABLE FRONT FOOT OF TEK SCREWS INTO WALL . FOR FASTENERS INTO DEC 2 -x2 -x1/8 -ANGLE e , TAFCON OR THUNDERBOLT e e 1-1/4' INTO CONC. DECK NCR DECK CONCRETE E 'x2' SCREEN CHANNEL FRONT ELEVATION SIDE ELEVATION TYPICAL DECK PLATE & POST CONNECTIO AM HOUSE HOUSE TYP. CORN BRACE HOUSE n b TYP. CORNER BRACE NOTE: WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. 7.7:Ti7� PLAN VIEW •BRACE —� (KT -S.) WIND BRACING DETAIL FLILINE INC. TYP. DIAGONAL BRACE TYP. DIAMNAL BRACE AP THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPARDSON RE E—MAIL FLORIDA P.E 19333 ng AIUTTIInum) , 1.14-1544, AUU5 1 A ALUU & MAKIIJI=L, 3340 UhiO 'SECTION 1.2.4 1 DETAILS I SCREEN ENCLOSURES SPLICE PLATE SHALL BE MIN. 24 INCHES LANG, 1 INCH LESS HEIGHT THAN THE BEAM THE SAME THICKNESS AS THE SPLICE BEAM, AND LOCATED NO GREATER THAN 1/3 THE BEAM LENGTH FROM THE END AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE AT THE CUT AND ALL SIDES OF THE INTERNAL. SPUCE PLATE. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. W6111E [��I%11%11 BEAM SPLICE FOOTER W( SLOPE BETWEEN 1 IN 6' TO 1' IN 3' WHERE THERE IS NO DECK USED 8"x8" CONCRETE RIBBON FOOTER W/ 115 REBAR CONTINUOUS TO SUPPORT UP TO 2" x 6" UPRIGHT BI APPLIES i FOOTER WHEN SLOPE 1' IN 3' OR STEEPER OR WHEN DECK EXTENDS 33' OR MORE PERPENDICULAR TO THE SUPPORTING STRUCTURE. x 8"x 12" CONCRETE RIBBON FOOTER W/ 2 111 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN 2" x 6" 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 W/ FIBER MESH OR 6x6-1000 W W MESH. 3) 3 — #3 BARS IS EQUIVALENT TO 1 /5 BARS. TYPICAL SCREEN DECK FOOTER DETAIL APPLIES FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 I ON FILE FAX (407) 679-9188 GORDON H SHEPARDSON RE E—MAIL FLORIDA P.E 19M (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARIBEL, 3545 Ohio Ave 24" MIN. TYP 1" I I T )T . . TYP. 1 12" MIN. 12" MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. W6111E [��I%11%11 BEAM SPLICE FOOTER W( SLOPE BETWEEN 1 IN 6' TO 1' IN 3' WHERE THERE IS NO DECK USED 8"x8" CONCRETE RIBBON FOOTER W/ 115 REBAR CONTINUOUS TO SUPPORT UP TO 2" x 6" UPRIGHT BI APPLIES i FOOTER WHEN SLOPE 1' IN 3' OR STEEPER OR WHEN DECK EXTENDS 33' OR MORE PERPENDICULAR TO THE SUPPORTING STRUCTURE. x 8"x 12" CONCRETE RIBBON FOOTER W/ 2 111 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN 2" x 6" 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 W/ FIBER MESH OR 6x6-1000 W W MESH. 3) 3 — #3 BARS IS EQUIVALENT TO 1 /5 BARS. TYPICAL SCREEN DECK FOOTER DETAIL APPLIES FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 I ON FILE FAX (407) 679-9188 GORDON H SHEPARDSON RE E—MAIL FLORIDA P.E 19M (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARIBEL, 3545 Ohio Ave SECTION 1.2.5 1 DETAILS 2'x2* PURLINS ATTACH TO BEAMS WITH MIN.(3) J10x1-1/2" S.M.S. INTO SCREW BOSSES. 1'x2' SNAP SECTIONS ATTACHED TO 2 -x2 -WI j 10 x 1-1/2' S,M.S. O 24' O.C. OR CONTINUOUS SNAP SECTIONS BEAM OVERLAP CONNECTION OR GUSSET PLATE SCREEN ENCLOSURES TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 ; 4; 6 1 8 10 X X I X 9 12 15 18 X I X BEAMS 2x6 8 12 16120124 28 X At 2x4 0.044 3011301300-- 0.959 . • 000000- TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 ; 4; 6 1 8 10 X X I X 9 12 15 18 X I X 2x6 8 12 16120124 28 X 0 2x4 0.044 3011301300-- 0.959 . • 000000- 10 15 20125130 35 X ..OD0000 2x8 '•� �a000a 1.965 20 0.055 10.120 3.119 2x9 114 21 28 35142 49 56 4.157 i 16 24 32 4048 EE 5.910 2x10 0.092 .� 8.531 TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 ; 4; 6 1 8 10 X X I X 9 12 15 18 X I X 2x6 8 12 16120124 28 X 0 2x4 0.044 0.100 0.959 20 10 15 20125130 35 X a 2x8 112 18 24 30 36 42 48 1.965 20 0.055 10.120 3.119 2x9 114 21 28 35142 49 56 4.157 2x10 16 24 32 4048 EE TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2xH TWALL TWEE SECTION MODS) U 2x4 0.044 0.100 0.959 2x5 0.050 0.100 1.468 2x6 0.050 0.120 1.965 20 0.055 10.120 3.119 2x8 0.072 0.224 4.157 2x9 0.072 0.224 5.910 2x10 0.092 0.369 8.531 2.00 —TWAL L H I TWIEB 2� H _ _TWALL I TEa HOLLOW BEAM TABLE SNAP EXTRUSION SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES S FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL. (407) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPAFDSON P.E. E—MAIL FLORIDA P.E .10333 (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARIBEL, 3545 Ohio Ave SECTION 1.2.7 1 DETAILS SCREEN ENCLOSURES 4' MAX. BEAM OVERLAP 2" H CHANNEL OR GUSSET PLATE W/ 6 10 TEKS FOR CONNECTOR ROOF BEAM 2x4 5,6,7,8,9 10. SCHEDULE SEE SECTION 1.2.5 • 1'-2"x .040" STRAP AT EACHr • 3—#10 K UPRIGHT do MIDWAY BETWEEN UPRIGHTS, W/1 10 TEK AT EACH END H" C N KN (TYP.) RACE AX. 2" — H CHANNEL • • w/ 6 # 10 TEKS • • 4 MAX. • • 4' MAX. wALL HOST UPRIGHT STRUCTURE 2"x2' ANGLE KNEE BRACE D ETAI L 2" SMS 0 2'— O.C. W/6 #10 TEKS EACH SIDE. 5" OR 7" SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL FOR GUSSET CONNECTION SEE SECTION 1.2.5 1'-2"x .040" STRAP AT EACH UPRIGHT do MIDWAY BETWEEN UPRIGHTS, W/1 11 10 TEK AT EACH END • KNEE BRACE KNEE BRACE SEE KNEE BRACE DETAILS PAGE 7 SPAN DETAIL DOME FLAT OR NO SPLICE GABLE u - FULINE INC THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SURE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TD- (407) 679-7500 ON FILE FAX (407) 679-9188 E—MAIL ,--Ave aen Hrr 00FWN H SHEPAFIZON PE F DA P.E IQ= •• .ri SECTION 1.3.1.120 B SPAN TABLES SCREEN ENCLOSURES DOME-FLAT 6063-T6 120 M.P.H. ALUMINUM ALLOY: 6063-T6 WIND ZONE: 120 MPH ' MAX. SPANS FOR ROOF BEAMS MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN & POOL ENCLOSURES, EXPOSURE B FOR SCREEN & POOL ENCLOSURES ALL WIND SPEEDS PRESSURE 10 PSF EXPOSURE B MEAN ROOF HEIGHT = 20 FT OR LESS MEAN ROOF HEIGHT = 20 FT OR LESS ROOF STYLE: DOME - FLAT WALL UPRIGHTS ROOF SPACING UPRIGHT SP 4 5 6 7 8! 9 4 5 -.6,. 7 1 9 SPANS SPANS 2 X 4 - 0 KNEES 16.3 15'1 1 14'2 13'6 1210 12'4 - 0 -KNEES - , 14'4 13'4 ; 127 11.11 11-0 2 X 4 -1 KNEE 20'3 191 18'2 1T6 16'10 1 16'4 X 4. 1--KNEE M«---- 18'4 17'4 15'11 ;15'5 15'0 2 X 4 - 2 KNEES 24'3 23'1 227 21'6 20'10 20'4 2 X 5 - 0 KNEES 20'2 18'8 177 16'9 16'0 15'4 2X5-0 KNEES 17'8 16'4 1 15'5 14'8 14'0 13'6 -1 KNEE . „ .< .._.•• :.. 4'2 22.3 21-7 20'9 19.4 j 2X5-1 KNEE 21'8 20'4 19'5 18'8 18'0 17'6 5 ' 2 KNEES,.­­,'­--' -- 8'2 26'3 1 257 24' X 24.0' 23'4 --------------- 2 X 6 - 0 KNEES 237 21'10 207 197 18'9 18'0 2 X 6 - 0 KNEES 20'11 119'5 18'3 17'4 167 16'0 2 X 6 -1 KNEE 277 25.10 24-7 23.7 22.9 22.0 2 X 6 -1 KNEE 24'11 23'5 22'3 21'4 207 20'0 2 X 6 - 2 KNEES 317 29'10 287 277 26'9 26'0 2 X 7 - 0 KNEES 2811 26'11 25'4 24'0 23'0 221 2 X 7 - 0 KNEES 25'11 24'0 22.7 21'6 1 207 19'9 2 X 7 -1 KNEE 32'11 3011 29'4 28'0 27'0 26'1 2 X 7 -1 KNEE 2911 28'0 267 25'6 247 23'9 2 X 7 - 2 KNEES 36.11 34.11 33'4 32.0 31.0 30'1 2 X 8- 0 KNEES 33'4 30'11 291 27'8 26'5 25'5 2 X 8- 0 KNEES 29'7 1 27.6 25-10 24-7 23-6 227 2 X 8 -1 KNEE 37'4 3411 331 31'8 30'5 29'5 2X8-1 KNEE 337 31'6 29'10 287 27'6 267 2 X 8 - 2 KNEES 41'4 3811 37'1 35'8 34'5 33'5 2 X 9 - 0 KNEES 39.0 36'2 1 34'0 324 30.11 29.9 2 X 9 - 0 KNEES 34'10 32'4 30'5 28'11 1 27.8 26.7 2 X 9 -1 KNEE 43'0 407 38'0 36'4 34-11 33-9 2 X 9 -1 KNEE 38'10 36'4 34'5 3211 31'8 307 2 X 9 - 2 KNEES 47'0 44'2 42'0 40'4 3811 37'9 2X 10-0 KNEES 457 42'4 39'10 3710 36'3 34'10 2X 10-0 KNEES 40'9 37'10 35'7 33'10 32'4 311 2 X 10 -1 KNEE 497 464 43'10 41'10 40'3 3810 2 X 10 -1 KNEE 44'9 41'10 397 37'10 36'4 351 2 X 10 -2 KNEES 537 50'4 47'10 45'10 441 4210 Interpolation between spans Is permitted. I I I Interpolation between spans Is permitted. NOTE 1: Roof spans are figured for knee braces of 4ft on the horizontal. The difference in the knee brace length of less than 4ft on the horizontal must be deducted from the span. NOTE 2: Wall spans are figured for knee braces of 4ft on the vertical. The difference in the knee brace length of less than 4ft on the vertical must be deducted from the span. APPLIES THIS PAGE MAY NOT BE USED WITHOUT MASTERFILE AUTHORIZATION LETTER ON FILE FLILINE INC. 1025 S. SEMORAN BLVD., WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E—MAIL SUITE 1093 00FUM H SHEPARDSON RE FLMDA P.E 10M (Armstrong Aluminum) , 04-844, ACOSTA ALDO & MARIBEL, 3545 Ohio Ave