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HomeMy WebLinkAbout103 Grovewood Ave (4)CITY OF SANFORD PERMIT APPLICATION ( A Permit No.: o 2 , Date: / _Oz o Z Job Address: 103 G r o v e wo o-D • '• Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Screen }Zoo rv-N PV10 M i ny m Additional Information for Electrical & Plumbing Permits _ Electrical: Addition/Alteration —Change of Service —Temporary Pole _New AMP Service (# of AMPS ) Plum bing/Residential: Addition/Alteration New Construction (One. Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Typea Residential Commercial _ Industrial Type of Construction: Flood Zone: '- Pairei No.: /D - Zo -3 o - .So 5" - o o 0 0 - 03 So Owner/ Address/Phone: IL L I°lf fifti + r e e- 4 A I Total Sq Ftg: -2 L/O Value of Work: S "'Woo, 00 Number of Stories: Number of Dwelling Units: Attach Proof of Ownership & Legal Description) or) Co • =nc. State License Number: Contact Person: AI't ---I -Pff& t ' done & Fax Number• 07- 7 S Title Holder (If other than Owner): Address: Bonding Company: — Address: Mortgage Lender: Address: Architect/ Engineer — Phone No.: Add: in Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comunenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate.and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. on( nc+ Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Produced ID Personally Known to Me or Sign a of Contractor/ gent Date Print o tractor/Agent' N p0. 2 ignature of Notary-S to of Florida Dat Shelda L Orioles IMMISSION CC796847 EXPIRES C THRU14 rTROYFAINO03INSURANCEINC Contractor/ Agent is Produced ID Shelda L Orioles MY COMMISSION* CC796847 EXPIRES April 14 2003 i CONDEDTNRUTROYFAININSURANCEINC Personally Known to Me or APPLICATION APPROVED BY: c, Date: V-z % -o Z special Conditions: S r rr -e n Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL I fa6 -A,L aJ,tYitL Cl may ...t I t{il k, i o", f, 1 4ir O 41 GENERAL 10-20-30-505-0000 - Parcel Id: 0350 Tax District: S1SANFORD VALUE SUMMARY Value Method: Market PETREE WILLIAM L JR 01-SINGLE Owner' & ALICE S Dor' FAMILY Number of Buildings: 1 103 Depreciated Bldg Value: $69,007P9Address: AVEGROVEWOGD Depreciated EXFT Value: $904 City,State.ZipCode: SANFORD FL 32773 Exemptions: HOMESTEAD I Land Value (Market): $14,000 Property Address: 103 GROVEWOOD Land Value Ag: $0 AVE Just/Market Value: $83,911 Subdivision Name: Assessed Value (SOH): $69.829 SALES Exempt Value: $25,000 Deed Date Book Page Amount Vac/Imp Taxable Value: $44,829 WARRANTY DEED 11/1983 01505 1494 $58,800 Improved Tax Bill Amount: $939 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value' LEG LOT 35 GROVEVIEW VILLAGE 1ST ADD LOT 0 0 1 000 14.000.00 $14,000 j REPLAT PB 26 PGS 4 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New l 1 SINGLE FAMILY 1983 6 1.933 1.396 CONC BLOCK $69,007 SJ14.201 Appendage / Sgft GARAGE FINISHED / 525 Appendage / Sgft OPEN PORCH FINISHED / 12 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/GONG FL 1983 266 $904 $2.261 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad vaiorem tax purposes. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203050500000350&c... 4/29.'02 ck ctCorti,2- S Ati N w; 1I Q e d o w e u,;4.1, L. Ec- ws 2 - 7 ) C 3 2X Z 2 Z ZkZ " 3 D oo rKWS v91.}n" AP o NS Pla Low 3 © o G 11 3oN 3 , Yq I ADDITIONS, REMODELING, PAINTING & REPAIRS LICENSED-INSURF.n Frank Liberatore.. 152 Morning Glory + Lake Mary, FL 32746 Phone 407-788-4811 A Contract Pager 407-441-2206 O Estimate J Date _ 7 — z el " U Al "m 10 be wmplalatl m a aoramanaka manner acconl,nq b standardpraClKaa. Raganapll access 4 ra0uvad 11 npl pravidad. wa w,a not berafpdnHplaIprdamagsi1paMvbbary. sgawalk* and 0Dr0, We use a maq• MI 1p clean ub Mrk stray nails but 000 quaranlaa ma area b be lU" dean. -QMbuarenlaad a— raj .._._ CUSTOMER'S SIGNATURE ALL MONEY DUE UPON COMPLETION e/Z Z - o Z DATE DATE POWER OF ATTORNEY TO ALL PERSONS, be it known that I, Robert P. Bailey of Bailey Construction Co., Inc. The holder of license number CBC 021039 and license number CCC 057004 the undersigned Grantor, does hereby constitute and appoint Frank Liberatore my true and lawful Attorney to sign in the name, place and stead of the undersigned, any paper work that needs to signed for the purpose of attaining building permit for 103 Grovewood Dr. Sanford. IN WITNESS WHEREOF, the undersigned does hereby set his hand and seal This X 9' day of 2002 o b Baile y- Fl. Driver's License No. B-400-775-51422-0 Subscribed and sworn to before me this day of -2w 'zoo Notary Public for the State of Florida. My Commission Exprires: 4.-1 — Notary Signature Sheldo L Oriole MY COMMISSION#CC796847 EXPIRES April 13, 2003 P h SONDED THRU TRpY FAIN INSURAKE; INC March 19, 2002 Lawrence E. Bennett, P.E. P.O. Box 214368 South Daytona, F1 32121 386-767-4774 386-767-6556 fax Cameron Ashley 2550 Clark St Apopka, FL 32703 Re: "One Permit Only" Engineering Details I hereby certify that I have retained an original copy of the drawings that I supply to you. I will not be responsible for any changes made to the drawings after they have left my office. This letter is furnished 3.) complience with Chapter 471 of the Florida Statutes Ahd Rule 61G15-23.002. Sincerely, Lawrence E. Bepfott', P .)?. #1664 MINIMUM 3.1R' SLAB ON GRADE OR RAISED FOOTING SEE DETAILS FOR FOOTINGS) SELECT EDGE BEAM TABLE 3.1.1 ROOF AND / OR TABLE 11.2 LW R r4Ax UPRIGHT t.F.Nc11H 1' x r VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x r PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW P/2 —+ SOLID ROOF SIZE BEAM AND UPRIGHTS O.H.EXISTING STRUCTURE SEE TABLES) P =PROJECTION FROM SLOG. VARIES LW - LOAD MOTH LL P VARIES TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1' x r OPEN BACK EXTRUSION WITH 114• x 2-1/4' CONCRETE FASTENER MAXIMUM OF 7-W ON CENTER AND WITHIN 6' OF UPRIGHT ANCHOR 1• x r TO WOOD WALL WITH 010 x 2-12' SHEET METAL SCREWS WITH WASHERS OR 010 x 2-1/r WASHER HEADED SCREW 7-0' ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND 010 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR PR + O.M. SELECT FOURTH WALL BEAM FROM TABLE 2.1.3 USING P2 General Notes and Specifications: SELECT BEAM FROM TABLES 2.1.1.2.1.2. AND 2.1.3 KNEE BRACE rx3'x0.050' BEAM SPAN USE WR FOR BEAM SIZE) NINI POST SIZE (SEE TABLE 221 AND / SEE TABLE 2.1.1 AND / OR TABLE 2.1.2 OR TABLE 2.2.2) FOR SCREEN ROOMS AND 3.1.3 FOR GLASS ROOMS AFTER COMPUTING A' LARGEST VALUE TYPICAL SECTION "FOURTH" WALL FOR ADDITIONS ADJACENT TO A MOBILE/MANUFACTURED HOME SPLICE TO BE LOCATED 114 TO 113 DENOTES SCREW PATTERN BEAM SPAN AND NOT NUMBER OF SCREWS STAGGERED EACH SIDE OF SELF MATING PLATE TO BE SAMEBEAMi—a.50'—T—a.50'—{ 1• MAX SELECT FASTENERS FROM TABLE 1.6 d - HEIGHT OF BEAM BEAM SPLICE SHALL BE MINIMUM d - .50' HEIGHT 2 x (d - .50') LENGTH 1. The flowing structures are designed to be married to block and wood frame structures of adequate slnlcbaal capacity. The contractor / home owner shag wetly, that the host structure Is In good condl0on and of sulnclent strength 110 hold the proposed addition. 2 If there Is a question about the host structure. the owner (at his own expense shall hire an architect, engineer. or a certified home Ins; - On company to verily host structure capacity. 3. The 1610wirg odes apply 10 ~rnents Waiving mobile and manufactured tames: a. Structures to be placed adjacent to a mobile / manufactured tame bulk prior to 1994 shag use 'leurt h wag corAWcdon' or shall provide detailed plans of the mobile / nanufaepaed hurtle and Impec" reportdeg with addition plans for sale specific review end seal by the engineer. This applies to all screen / glass rooms and / or strucbaes to be attached. b. Fourth wag construction means the addition shall be free standing with only the mof flashing of One two units being attached. The most common '7wrth wag construction' Is a post a beam frame s4acent to the mobile / menuhck ed tarns. The some span tables can be used as for the frond wag beam. For fourth wall beam use the carrier beam table. The post shag be sized according to Oda manual and/or as a mkdmum be a r x T x 0.050' with an 1r x r x 0.044' lase brace at each end of the beam. C. For mobile / manufactured banes built after 1994, structures may be attached. provided the project fdW4m the plan provided In Oct manual. The contractor I owner shag provide verification of In structural system used to build the host structure. d. Arty attachment that extends more than 1 V from a mobile / manufactured Moms wall shall require site specific engtraering. 4. Section 7 contains span tables and One attachment details of pans and Composite panda 5. Screen wags between existing wags, floors, and ceilings shall be slowed and spans shag be figured the same as other screen waft. 6. When using TEK screws in lieu of S.M.S.. forger screws mud be used to compenasted for drill head. 7. SOME LOCAL BUILDING DEPARTMENTS, SUCH AS PINELLAS COUNTY. MAY REQUIRE MINIMUM WALL THICKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PROJECT. MINIMUM r x r x 0.032' SOLID COVER I ( TYPICAL) EDGE BEAM I W ANGLE ( 1) SIDE OR BLIND SCREW MAXIMUM WIDTH = w EDGE BEAM SPAN a W > CHAIR RAIL SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/7 MINIM SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL KICK PLATE 75' ++++++++ TYPICAL BEAM SPLICE DETAIL Extrusion Sizing Table Upright Sias Max. Beam Size Knee Brans rxrx0. 036" 2"x4' rxrxO.03r 3' xrxO.050' rx4' 2"x7x0.050' 3' x3'x0.060' rx6'S.M.B. 2-X3•xO.050• Tx3' x0.093' rxIt" S.M.B. 2"x3'xO.050' 3'x3' xO.12W rx9'S.M.B. 3'xTxO.093' SPANS PER TABLES COMPOSITE PANEL OR PAN UPRIGHT HEIGHTS TYPICAL SLOPED SOLID ROOF ENCLOSURE THICKNESS AS BEAM WEB PLATE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT FASTENER SIZE, NUMBER AND SPACING SEE TABLE 1.6) IF COIL STRAP, CONTINUOU: FROM TRUSS RAFTER T( PERIMETER JOIST, IS Na PROVIDED BY THI MANUFACTUREF REMOVE VINYL SIDING AN( SOFFIT ON THE WALL ANI INSTALL SIMPSON CS•18 Coll STRAP FROM TRUSS / RAFTEF TO BOTTOM OF PERIMETEF JOIST ® EACH TRUSS RAFTER. NAIL STRAP W/ 1& COMMON ® TRUSS RAFTEF AND PERIMETER JOIST SCREW COIL STRAP TC SHEATHING W/ 08 x 1' DED SCREWS ® 16. O.C. VERTICALLY. REPLACE VINYL SIDING. PROVIDE NEW 4', 6' OR r x 18' CMU PIER AND SOLIC FOUNDATION BLOCK a T-W MAX. O. C. ALONG ATTACHMENT WALL LL NEW AUGER ANCHOR H NEW PIER INSTALL 1RWAGE BOLT THRU IETER JOIST AND STRAP W AUGER ANCHOR TYPICAL WALL SECTION FOR ATTACHMENT TO MOBILE / MANUFACTURED HOME TEAM TO DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE r x r WINDOW HEADER PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY & MOTOR VEHICLES DIVISION OF MOTOR WINDOW ADDITION ANCHOR VEHICLES RULE 15C-2, THE SPAN TABLES. CONNECTION W/ MIN. 010 x l' S.M.S. @ 6' DETAILS. ANCHORING AND OTHER SPECIFICATIONS ARE FROM EACH CORNER AND DESIGNED TO BE MARRIED TO CONVENTIONALLY 16' O. C. MAX. CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND r x r ALUMINUM EXTRUSION MOBILE HOMES CONSTRUCTED AFTER 1964. ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING CODES: 1) STANDARD BUILDING CODE 1907. CHAPTER 16 INCLUDING SSTO 10.96 2) BOCA NATIONAL BUILDING CODE 1990 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1996 Jul e0 YR SNOW LOAD DEMON SNOW LOAD WINO LOAD I BUILDING TYPE 5 - 25 0 / SO. FT. 3 -15 0/ SQ. FT. 95 MPH / OPEN 26-30 0 / SO. FT. 61-70 0 / SQ. FT. 100 MPH / OPEN 31-35 0 / So. FT. 61-70 0 / So. FT. 120 MPH / OPEN ism 01 so. FT. 61-70 0 / so. FT. 110 MPH / ENCLOSED 61-70 0/ SQ. FT: 81-70 0 / SQ. FT. 120 MPH / ENCLOSED SELECT ROOF OR WALL MEMBERS FROM APPROPRIATE 1 TEXAS CONVERSION TABLE: h WIND ZONE CONVERSION FACTJaS . ROOF hlKi+ y SEAWARD OF I.C.W. • 0.67 INLAND OF I.C.W. • 0.74 00 INTERCOASTAL WATERWAY et r_ s h 4 l! JOB NAME: NOTE: WINO LOAD CONVERSION: ADDRESS: SPANS AND HEIGHTS FROM TABLES ARE BASED ON 120 M.P.H WINO LOAD. TO CONVERT TO 140 M.P.H. WINO LOAD MULTIPL SPANS AND HEIGHTS BY 0.85 J Oil Hp O W Z O 0 N V W DRAWING FOR ONE PERMIT ONLY f77 OF 7 ALTERNATE CONNECTION BEAM / HEADER PAN ROOF, COMPOSITE DETAIL 1' x 2' WITH - PANEL OR HOST STRUCTURAL (3) 010 x 1-1/2' S.M.S. INTO FRAMING SCREW BOSS 2) 010 x 1 IM S. M. S. INTO ANGLE CUPS MAY BE SOLID ROOFSCREW BOSS SUBSTITUTED FOR INTERNAL SCREW SYSTEMS O TOP 1 x 2 OR 2 x 2 ATTACHED are x 1/2' S.M.S. EACH SIDE ANCHOR 1' x T PLATE TO TO POST W/ 1' x 1' x 2' OF POST CONCRETE W/ 114' x 2-1/r 4- ANGLE CLIPS EACH SIDE OF CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH - MIN. ( SCREW z 1WBOSS lrZ S.M.S. POST INTO S- POST AND 24''a'C. MAX 1' x 2' EXTRUSIONCONVENTIONALFRAMINGORMIN. 3-1Q' SLAB 2500 PSI ALUMINUM FRAME SYSTEM CONC. 6 x 6 - 10 x 10 W.W.M. AS MIN. SHEET ONE SIDE FOR 1-1/6' MIN. IN CONCRETEWINDOWFRAMINGGWORFIBERMESH SCREEN ROOM AND BOTH ATTACH DIRECTLY TO / - 1: CLIP OR V CHANNEL CHAIR VAPOR BARRIER UNDER SIDES FOR GLASS ROOM. USE HEADER / RAIL ATTACHED TO POST W/ CONCRETE STANDARD NAIL OR SCREW MIN. (4) A10 S.M.S. PATTERNS FOR ANCHORING. ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL GLASS WINDOW INSTALLED 2' x 2GIRTORCHAIRRAILAND ' OR 2' x 3' OR 2' SMB (4) N10 x 1/2' S.M.S. EACH PER MANUFACTURERS x 2' 0032' POSTKICKPLATE2' . SPECIFICATIONSSPECIFICATIONSSIDE OF POST MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO 2 J CONCRETE WITH 1/4' x 2-IrC o o HEADER BEAM 0 z OZ ALUMINUM SHEETING OR CONCRETE ANCHORS WITHIN 6- 1 x 2 OR 2 z 2 ATTACHED TO ANCHOR P x 2' CHANNEL TO o 0 O Q VINYL OF EACH SIDE OF EACH POST AT BOTTOM W/ 1' x 1' x 2' x 1/16' CONCRETE WITH 114' x H41AR OR GUSSET PLATE Q' .2 (a 2W O.C. MAX OR THROUGH 0.045' ANGLE CUPS EACH 2-114'CONCRETE ANCHORS cn (/) J ANGLE AT 24' O.C. MAX SIDE AND MIN. (4) R10 x 1/Y WITHIN 6' OF EACH SIDE OF (n W Z Q EACH POST AT 24' O.C. MAX cr.O HS.M.S. OR THROUGH ANGLE AT 24' MI 4 Tx 1R' S.M.S. ® 0D Q r 1' x 2' x 0.032' MIN. OPEN O.C. MAX ad U O cn BACK EXTRUSION 1' x 2' EXTRUSION J D Ill ZMIN. 3.1/2' SLAB 2500 PSI • MIN. 3.1/2' SLAB 2500 PSI:P-H o o } OCONC. 6 x 6 -10 x 10 W.W.M. 1-1/6' MIN. IN CONCRETE CONC. 6x6-iox10 W.W.M. OR _Z cf) 0 d OR FIBER MESH VAPOR BARRIER UNDER FIBER MESH ' . • e d , . 1-1/6' MIN. IN CONCRETE > N CONCRETE VAPOR BARRIER UNDER Wv d W Z NCONCRETE a d w1lPOSTTOBASE, GIRT AND POST TO BEAM DETAIL ALTERNATE PATIO SECTION TO UPRIGHT AND U j PATIO SECTION TO BEAM DETAIL uJ Q GLASS ROOM WALL SECTION COMPOSITE ROOF PANELS: RISER PANELS: (3) 66 x 1r2' 2' x 2' OR 2' x 3' POST 4) V4' x 4' LAG BOLTS W/ S.M.S. PER 12' PANEL ANCHOR RECEIVING CHANNELNEL TO N6 x 9118' TEK SCREWS BOTH EDGE BEAM 1-1/4' FENDER WASHERS PER 4'-W PANEL ACROSS THE CONCRETE W/ FASTENER (PER TABLE) WITHIN 6' OF EACH MOE SIDES 1' 2-IM l' FRONT AND 24' O.C. ALONG OF OF EACH POST ® 24.O.C. MAX x x U4HANNEL OR RECEIVING CHANNEL 1' x 2.OPEN BACK ATTACHED W N TO FRONT POST W/ SIDE WALL HEADER Q, j NO 010 x 1-1R' S.M.S. MAX. 6' ATTACHED TO 1' x 2' OPEN yZZ J FROM EACH ENO OF POST BACK W/ MIN. (2) 010 x 1-1/7 MIN. 34 W SLAB 2500 PSI a AND 24' O.C. S.M.S. r I- Z 7 OONC. 6 x 6 -10 x 10 W.W.M. c w 0ORFIBERMESHCONCRETEANCHOR 2' x 2' OR 2' x 3' HOLLOW HEADER ATTACHED TO POST N o ^ mPERTABSW/ MIN. (3) N10 x 1-1/T S.M.S. VAPOR BARRIER UNDER CONCRETE 1-116' MIN. IN CONCRETE IN SCREW BOSSES I.IJ W O z SIDE WALL GIRT ATTACHED H = LLUFRONTWALLGIRTTO1' x 2' OPEN BACK Wl W w ALTERNATE POST TO BASE CONNECTION DETAIL 1 x 1-1/2' S.M.S. INMIN. BOSSESSCREWBOSSESGIRT AND KICK PLATE 2' x HOLLOW RAIL IL 2' x 2'. 2' x 3' OR 3' x 2' HOLLOW ( SEE SPAN TABLES) c 2 x m i r J9CL Ir1 2' xTOR2'x3'POST ANCHOR RECEIVING CHANNEL TO S x 9n6' TEK SCREWS BOTH FOR SNAP EXTRUSIONS GIRT CONCRETEW/ FASTENER (PER SIDES 1' x 2' OPEN BACK ATTACHED FRONT AND SIDE BOTTOM RAILS ATTACHED TO 41- ATTACHED TO POST WITH TABLE) WITHIN 6' OF EACH SIDE OF EACH POST ® 24. O.C. MAX 1' x 2-1/6' z 1• U CFIANNEL OR TO FRONT POST W/ 10 x 1-lir S.M.S. MAX 6' CONCRETE W/ 1/4' x 2-1/4' POST ATTACHED TO BOTTOM MIN. 3 #IO x 1-Mr S.M.S. IN ` RECEIVING CHANNEL FROM EACH ENO OF POST CONCRETE/MASONRY W! MIN. (3) 010 x 1-1/2' S.M.S. scREw BossEs , c O O AND 24' O.C. ANCHORS ® 6- FROM EACH IN SCREW BOSSES POST AND 24' 0. C. MAX. AND 1' x 2.OPEN BACK BOTTOM MIN. 3.1R' WALLS MIN. 1' FROM EDGE OF RAIL (p SLAB2500PSIeCONCRETECONC. 6 x 6 -10 x 10 W.W.M. f/ %' - OR FIBER MESH CONCRETE ANCHOR PER TABLE) VAPOR BARRIECOPIUCROEETRE 1-116' MIN. IN CONCRETE rT2Z 1/4' x 2-1/4' MASONRY ANCHOR 10 6- FROM EACH POST AND 24' O.C. (MAX) ALTERNATE POST TO BASE CONNECTION DETAIL 2 TYPICAL CORNER DETAIL TYPICAL UPRIGHT DETAIL OF 7 RIDGE CAP 0118 x 17 (3) PER PANEL 08x17®24"0.C. TPO PANS n x N, I BEAM SUPPORT STUDS A I (TYPICAL) RECEIVING CHANNEL (6) #6 x 17 S. M. S. TO STUD AND (8) 08 x 17 S. M. S. TO BEAM GLASS ROOM FRAMING DETAILS BEAM TO MIN. POST SEE TABLE 1.6) ANGLE (SEE SECTION 9 FOR SIZE AND NUMBER OF 1- O O O O SCREWS)ANGLELENGTH O O O O EQUAL TO BRACE DEPTH p O PLUS (+) 4• ATTACH EACH ANGLE TO FASCIA PER O O O cw1 O SECTION 9 O O O m O MINIMUM CANTILEVER BRACE r x 3' x 0.0501 OR EQUAL TO POST SIZE USE (BRACE DEPTH +1) REQUIRED NUMBER OF #10 x 9/16' S. M. S. EACH SIDE A a MOTH REQUIRED FOR GUTTER L A 0 8 B = OVERHANG DIMENSION BEAM TO WALL CONNECTION (SEE SECTION 9) CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL ISOUDI ROOF PANELS COMPOSITE OR PAN TYPE) FASTEN PANELS TO EDGE BEAM PER DETAILS IN W W v ZSECTION7AND / OR 3 3 X a WywW=2 Z_ 09 s2 l' 9 Ir= w m° HOST STRUCTURE ROOFING FASCIA AND SUB -FASCIA 2)1/4• x r LAG SCREWS ® ZV O. C. (MAX.) EACH STRAP r STRAP - LOCATE ® EACH POST W MAXIMUM —J EDGE BEAM (2 x 3 HOLLOW SHOWN) SIZE PER TABLE 3.1 SCREEN OR SOLID WALL MAY FACE IN OR OUT) POST SELECT PER TABLE 3.2 USE 2 x 3 MINIMUM 1/4• BOLT ® 24' O.C. MAX v WITHIN 8' OF EACH POST O ( 2) 00 x Irr FASTEN 2 x 2 POST SCREWS WI (2) EACH #10 S.M.S. INTO O SCREW SPLINES O USE ANGLE EACH SIDE FOR O 2 x 2 TO POST CONNECTION WITH HOLLOW POST 5' SUPER GUTTER 38 MAX DISTANCE FROM 2• x r x 0.062' ANGLE EACH IF KNEE BRACE LENGTH FASCIA TO HOSTLSTRUCTURESIDE (3) EACH 06 S.M.S. EACH LEG INTO POST AND INTO EXCEEDS TABLE 1.7 USE WITHOUT SITE GUTTER (MIN.) CANTILEVERED BEAM CONNECTION DETAILS SPECIFIC ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL Cal FASCIA MATH SOLID ROOF) MINIMUM 2' x 4' FASCIA IF I 0111'mllmm NOTCH ANGLE FOR GUTTER RECEIVING CHANNEL OVER BEAM ANGLE PROVIDE 0.080' MUST REMAIN FOR ANGLE SPACER p RECEIVING ® STRENGTH CHANNEL ANCHOR POINTS 3) 010 x 217 S.M.S. ® x 3' x 0.050• MIN. W/ RAFTER TAILS OR r O.C. MAX 1 x S.M.S. FOR LARGER W/ r x 6• SUB FACIA BEBEAMS USE (BEAM DEPTH +1) S U FOR NUMBER OF SCREWS ANGLE, ANCHORS, AND SEE SECTION 9) RELIEVING CHANNEL PER SECTION 9 CANTILEVERED BRACE CONNECTION @ FASCIA (END VIEW) Jm 1-17 x I Alr x 0.080' ANGLEIBEAMW EACH SIDE OF CONNECTING® ILa o CARRIER BEAM SEE TABLE 3.1.2) PRIMARY BEAM SEE TABLE 3.1.1) MINIMUM 08 S.M.S. x 314• LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE EXTRUSIONS WITH INTERNAL SCREW BOSSES MAYBE CONNECTED WITH (2) #10 x 1-17 INTERNALLY CARRIER BEAM TO BEAM CONNECTION NOTE ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) 010 x 1-171NTERNILLLY w g PRIMARY BEAM W SEE TABLE 3.1.1) aMINIMUM #6 S.M.S. x 314' LONG NUMBER REQUIRED EQUAL TO CL BEAM DEPTH IN INCHES BEAM TO WALL CONNECTION: I N N 2) r x 2' x 0.060' EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM (2) 318' x r LAG SCREWS PER SIDE OR (2)1/4' x 2 114'CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' ALTERNATE) (1)1.314' x 1-314' x 1-W x 1/8' INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITH MINIMUM (3) 3l8• x 2' LAG SCREWS PER SIDE OR (3)1/4• x 2-1/4• CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THIN 3' CARRIER BEAM TO WALL CONNECTION Yrh r x r x 0.044• 2"x2"x0.044' ' 2' x 2' PATIO EXTRUSION CONVERSION DETAIL 1 1'x212rx1•x0.04W RECEIVINGCHANNEL 2. 00'2.125• EACH SIDE ATTACH CHANNELS TO EXISTING r x r POST s A 0.4751n.' o WT - 0.544 plf. 0. 045' / Ix - 0.555 NL EXISTING ? z r x 0.044' (, Sx - 0.372 hl UPRIGHT' L' +, 5063 - Te .,I i._ r, WINDOW FRAME;, J •' rt • J 2' x 3' x 0.045' PATIO SECTION CONVERSION DETAIL 2 : j JNOTE: OTHER POSSIBLE EXTRUSION SECTIONS NOT SHOWN SEE ENGINEERING MANUAL OPTIONAL SCREEN ROOM TO GLASS ROOM CONVERSION DETAILS 2 co • J Ir Z 0_ H ci n W z Z00 GNU D co OF ANCHOR ALUMINUM FRAME CONCRETE CAP BLOCK OR TO WALL OR SLAB WITH BLOCK (OPTIONAL) 1 z 2-1/4' MASONRY ANCHOR WITHIN 6' OF POST RIBBON OR MONOLITHIC AND 24' O.C. MAXIMUM FOOTING IF MONOLITHIC SLAB IS USED 1) "0 BAR CONTINUOUS SEE NOTES OF DETAILS NEXT PAGE) 1) "0 BAR AT CORNERS AND 10'-0' O.C. FILL CELLS AND W x r x l r BLOCK WALL i .{ KNOCK OUT BLOCK TOP MAX, 32-) j — COURSE WITH 3000 PSI PEA ROCK CONC. DECK 2) #W BARS MIN. 2-1/r OFF GROUND KNEE WALL FOOTING FOR SCREENED ENCLOSURES ALUMINUM ATTACHMENT CONCRETE FILLED BLOCK STEM WALL r x r x 16' C.M.U. 1) 040 BAR CONTINUOUS 6' x Ir CONCRETE FOOTING WITH N)!5 BAR CONT. LOCATE ON UNDISTURBED W W I N I 'X ; • .... NATURAL SOIL (1) 050 VERT. 3r 12-2 10'-0' ; I••. BAR AT CORNERS AND 38' 12' 1 2 1 8--W 1 " 4— I x' O.C. MAX. FILL CELLS W/ 48• 18' 3 4'-W " I—W—+ 3000 PSI PEA ROCK CONCRETE ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR AT ALLCORNERS 3- 1/r CONCRETE SLAB 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NATURAL SOIL 90% DENSITY RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES GALV. METAL STRAP (14 GA. x I) r x r x 16' CONCRETE BLOCK r x 24' x 24' POURED CONCRETE PAD 2) # 5 BARS (18' LONG) EACH WAY CONCRETE POURED CELLS WITH 05 BAR SAKRETE READY MIX w/ GRAVEL) PAD FOOTING SCALE: llr V-(r ALUMINUM FRAME SCREEN 5/ 16'0 GALVANIZEO'ALL WALL THREAD' OR'THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE'5 APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR 0 24- D.C. MAX. AND LOAD BEARING BRICK WALL WITHIN r OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON - ALTERNATE 1/4' x 6' W STRUCTURAL KNEE WALL CONCRETE SCREW THROUGH 1' WIOE x 0.06r STRAP 0 1' x r AND ROWLOCK INTO EACH POST FROM POST TO FIRST COURSE OF BRICKS FOOTING W/ (2) N10 x 3l4' S. M. S. STRAP TO POST AND 1) 1N' x 1-3I4' TAPCON TO eo j SLAB OR FOOTING 4' ( NOMINAL) PATIO CONCRETE SLAB W/ 1) / R9 0 BARS W/ 3• COVER MAN,) 6 x 6 -10 x 10 WELDED WIRE TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS ALUMINUMISTEEL COLUMN SEE SECTION 9 FOR ANCHORS CONCRETE SLAB OR FOOTING If CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETEANCHORS SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL ALUMINUMISTEEL COLUMN CONCRETEANCHORS SEE SECTION 9) CONCRETE SLAB OR FOOTING POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS ALUMINUM / STEEL COLUMN CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE SEE SECTION 9 FOR CONCRETEANCHORS CONCRETE SLAB OR FOOTING SEE SECTION 9 FOR ANCHORS r x r WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE- STANDING COVERS POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE t' IS THICKNESS OF REQUIRED POST TOP OF GRADE COMPACTED BACK FILL r t L 1 -- 16• 3' x 3' POST (SEE TABLE) 2) 2' x r x Y ANGLE OR 1) U CHANNEL x Y 3/ 8' x 3-1/r BOLT 80 LB. 2500 PSI CONCRETE PRE -MIX 3' EXTRUDED ALUMINUM BASE ALUMINUM POST AND BURIED FOOTING CONNECTION POST IN CONCRETE 0 BAR 1r LONG POURED CONCRETE IY/ ( REFER TO TABLE 2.4) I jjI'1' ISOLATED FOOTING 3' x 3' POST TURN BOLTED* TO ANCHOR RISER 2- W4' x 2-3/4' x 2-1/r LONG x 1I8' TUBING N WELDED CONNECTION FASTEN ( SEE TABLE 2.5) 12* x 12"x 1/4' PLATE 3- 1/r CONC. SLAB POST MAYBE FILLET WELDED DIRECTLY TO BASE PLATE BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION Z- W MIN. (1) 050 BAR CONT. BEFORE SLOPE (1) •/50 BAR CONT. m ! • •' • • PE I E 11 TYPE I --' k • • I FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP OPEIII FOOTINGr 12" arl1r r/1r-1'-10• 2-1'40• NOTES: ALUMINUM STRUCTURE ALUMINUM STRUCTURE 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE FOOTING2500PSICONCRETEW/ FOOTING 2500 PSI CONCRETE EXCEEDS lf4r FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS 1) 050 BAR CONTINUOUS BARS W/ (3) 030 BARS CONTINUOUS GREATER THAN 400 SO. FT. REQUIRE TYPE III FOOTING. MIN. 2-1/r OFF GROUND BARS MIN. 2-1rr OFF GROUND 2, MONOLITHIC SLABS AND FOOTINGS SMALL BE MINIMUM 2,5W PSI CONCRETE WITH RIBBON FOOTING TYPE 1 RIBBON FOOTING TYPE 2 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE It FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB - FOOTING DETAILS a y Z0 v i ca 5 w Wa00CAW alLL NZo Zm3Wa J c id OF % Table 3.&1 Allowable Upright Heights Screen, Vinyl and Glass Rooms Ahadmme Aewr GM T4 tlSlc_''3i1 QFT I A:r B..Laa39 i'I:l! IC'7"rJ: ac+- t i%'3r'l 3i'J ttE i_"31 J FIlc_'3a'? iIZIc_'Sr' E 1919f<L ilil9 l d titi i iYi Si E]Qlfi E1 Iii tlti''. ii Hai iiS'ii EtCSi t LJi Ali tSG45i CI affri, JWTI-, ttCIIc"'S3 KFFK'3 FTr•'M[[Tr!77 EEL& i MKZii Not&" la Si Eii Litl ELii tlltiti i idL Eii iji iSCiI91 ii dii ti3LYi tlt Cji 91 G' MECii NELL]i t9LdCii 11111111a'ii tJdxi 111111LL A= IE>QAME i ti'i ii t>[ Lii tali E15i ENLI iii&" MWJIL'i MOLD=11t1J1i NEKKAi KLLL-7L3W1,,Lfq SEXItfIl 1[iilc"3.09111[_-5 EMIL,'3:! iLii tl'ii• tltL?IIii tltLdir• ilii tali Lxi 36i Sri i ti ailydL' ii]i Bt.Ji t1Q t1Efii i tlls:Si t i EWY-ii 3lii MKJ:Ji mimICai t effii 1999 Ii wit tflilaIIL'i ti i• t ai tliLii ilii i t Cii i9> El` i• S• t_ii S'i i ti2r Ali EYii EYtji Gkw Ream: Ths dd*w wh dwrinw hams wI - wilh dap pama err we des', 10 110 M.P.H. wid bd rspWrsmsnb auto e- , uPt)TM mina ironreem er eherglh so ere ddMonsl l Lr b not regrerd. Sown Spiv on r de. wOrmbn timed YM r side penleN b We pWt. EunrpN: sown parul Wier -W • or. Mmdrman x for a r x r x 0.03r Hollow Exibrbrr Udv sown pond wim w (see typkal gw m mn dueI .). Nrd updda hMda?P r-qW dhoeermftrramheight a IN for mash exhow. Table 9.3 Allowable Loads On Meted Fasteners ft a.een inad.d fy Mnnuescorers) C ?:I:f hrP:•=.: i I'71.-z r'T"'"[_'•:t•7 i::•it•F 3•I_Tr"','".'' aaaaaai; tr"" T I:'I7 Z7 E.:.:ai rm, 16GtI L.t?':. fif.ia Iklk!'Y a f Yt Rivet Obmetw Tembn (er. Shur Rlvd Ow- Tuulen 17E Wr 21012 1e7 zW 1 31 1 311r 445 Screw gop Wagh two side d mamlws. AN be brrgEu: Cekr kdus&W Guaih. Ua mwmilacbase grb nrgm 10 ev0d WO wag ericlslep of earwN, . Up dwL To SOW sorer U.S. rivet ouWSLtlon of anda Nsrillraearra in Cho"rpa. Mkwmmm Okkn me o1 harm manes in 0.03r skxnlnwn seed 20 ga. xImL Table 322 Allowable Upright Heights Screen, Vinyl and Glass Rooms A{enlmmr Alley GM T4 EFT t:itlQdE tiLaii91'' itl C•it'iti Fiil Si ji ii 9tii t1Cvi IZSi LYi. ii Gii Hai tl ii Hai tt'i tJ?Ii i_ji itr• ter• Iii aL i i nisi Cxi C'ai 99LLjil43ai t'ii tYSi iui t G]i id6i Ali t ii trr:ii E'i t'_Si 1i tll ai i eJi i i E3QCi E>7i 7:QFI"i7L11IF?T7:<F'I'=]:Q I'.ba:fF'7'm71Ie MINE ISi-.'1[.7 LI:'lI:> t ITrt f FTI A a jjc.'3 QSTt_'3t! Iii ii ii tLSSi Q1i t ii tl`3SIi tlt:'ai fii tilila4i 9191fi i ii Wf[%I'Ia:aQ;3fFI I. 1]f R[:j,;;SfT'I'Ia:OfF'7'I): LM--%.. NKLLL-ffit.r'jw Sir r.3ijtikl1i-'3i1ti[jjF:_1'W Ji tlti Ii i 911L] is :'ii 111111L]Cii• t`_ai iLdii sL1aL' SE1GJi fQLYi iiiSi t:ai t1tLSQIii fi'i91 CJi Lji iYk i i SQIii if i fi>• i tLiFSi li tl i iLl®iF Lii iiffii t1tL'aL'i tl'LSi iui ii9t1[E Sillll9arii s[•i ii i'Lli9i i i Li91 iCiCii Efii SLi tl`L3i 1sbr. Gips Roonle TM aedllbn d axsrrtrxrm harto wbdowe weh gtaa psrw eM are dselvrmd b 110 MPA wld bd r8*4" M to 9W aesre upddd sines irfusae t mbsn00r so Out edefara aamiq M red repulyd. Usurp wean pared width w (SM typkal des mn draakrg.), ubd uprWd re0ried ham er rrmaim n IWOM m1, br ewh exo nbn. Ann S*w m r aids. or' ' bed wM r"pwWW b pb 1Wb. Tsbb 9.4 Albmatlw Angle and Anchor Systems for Beams Anchored to Walls, Uprights, or Carrier Beams md.r....... r ate. Elrawlen Type Sir Osmelptlen To dyad Te seem Inaw 1• x 1 x O.0x5• 311r 010 anale 1•x1•x111W 3ltr 012 woo1•x11x 1/r 10.1251 3nr M1 woo 1.1/r x 1-1lr 111 .06i' 114• M72 1-11rx 1-Irr Mrtolarl I-W 04 was 1.1/r x 1-1? Im"10.0m 1W aid was 1-W x 1.3d• x 1 .1 1W M14 woo r x r x Fair I are• 31r r=rxl .1 Snr 5nr My"rxrx311 31 Ur 1R• U.drn W 1-3W x 1-WC x 1-3W x 1Ar 31r M14 UdmnM 18x 2-1W x 1• x 0.050' 511r ye Udlmnrl 1-1/r x 2-11e' x 1.1? x 0.04r 1/I 014 naer e a eawe r weer, wp, crow peer erne o wee v even Table 9.5 Minimum Anchor Sits for Extrusions E 6War Will I Oi0" Cennea weed rxr Im. 014 1I4• 1W rxr 14• 012 1W 012 rxr 3nr 10 1Wr 10 rxroriew 91r I we 3110" se nob: wp, brmrn and uprgnt nwnmmn draw nap ow b e umd ter arpe gulhr eorsreNona Table 9.9 Alternative Anchor Selection Facto for Anchor / Screw SIM Anehv Stu tf MO e12 014• MirN34*a 1.00 0.90 0.55 0.4E 037 e10 0.E0 1.00 072 0.57 0.33 12 0.5E 0.72 1.00 0.7E OAE 014 Od 0.57 0.7E 1.00 0.50 sna• 0.27 0.33 0.ae 0.: 1.00 S1 025 03E 0.5E 0.79 Anrnafine Aeahar S.bWW Nabs tar Anchor/ Sew Sham Coneab and Weed Anehae ea . wawa: r mods eabe3nen ) rr--- s *.^ t1E_Ti ItitQJ i;ri l® IB I l l 9910mm WM WXT3:14f and 24W embdawd rwP W III Anther MW211r 1rl 2nr 1A0 2.4e rr a.4e t.ao Mrfbly ti ramnber dA aeewa x er Mom d aaw/ww dated seed rand up le Ora ns a wen 1u 6a d sons. Eaalpls: a (10) ae emene are MQWR d, er mmrto de10 sense dated le OAx10•( 6)010 CnLUZ 0_ C J00 AWiCo N OF 7 ALTERNATE CONNECTION: 3) 08 SCREWS PER PAN WITH 1' MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED ENO N10 x 1-1Ir S.M.S. (1) PER RAFTER OR TRUSS TAIL 010 x 314' S.M.S. ®1r O.C. FOR MASONRY USE 1/4' x 1-1/4' TAP -CON ANCHOR OR EQUAL ® 24' O.C. FOR W000 USE 010 x 1-tlr S.M.S. OR WOOD SCREWS ® r O.C. EXISTING HOST STRUCTURE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER SEALANT 88 x /R' S.M.S. (3) PER PAN BOTTOM) AND (1) ® RISER TOP) HEADER (SEE NOTE BELOW) ROOFPANEL 88 x 1/r S.M.S. (3) PER PAN BOTTOM) AND (1) ® RISER TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT lib x 1/r S.M.S. (3) PER PAN BOTTOM) AND (1) ® RISER TOP) jHEADER (SEE NOTE BELOW) ROOF PANEL W= 4 ap N x 1/r S.M.S. (3) PER PAN BOTTOM) AND (1) ® RISER ROOF PANEL TO WALL DETAIL ( TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH 88 x 1/r LONG CORROSION RESISTANT SHEET METAL SCREWS WITH lir WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SWILL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH 48 x ilr SCREW EACH. THE PHIS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH 06 x 1. OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. Alm x 9118' TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR 08 x Is7 S.M.S. COMPOSITE ROOF ANCHORING DETAILS 810 x 1-1/r S. M. S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL 010 X 3/4' S. M. S. OR WOOD SCREW SPACED 012' 0. C. EXISTING TRUSS OR RAFTER 88 x 1/r S.M.S. SPACED 8- O.C. BOTH SIDES ROOF PANEL NIB x 10 S.M.S. SPACED r O.C. BOTH SIDES EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE so x 1/r S.M.S. SPACED 1/4' x 1-1/4' TAPCON ANCHOR / ® 8' O.C. BOTH SIDES OR EQUAL ® 24' O.C. FOR ROOF PANEL WOOD USE #10 x 1-1/r S.M.S. OR WOOD SCREWS 1r O.C..` EXISTING HOST STRUCTURE 08 x 1!1" S.M.S. SPACED WOOD FRAME, MASONRY OR r O.C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SWILL BE EQUAL TO PANEL OR PANS"r. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION 1' FASCIA (MINIMUM) BREAK FORMED METAL SAME THICKNESS AS PAN MINIMUM) ANCHOR TO FASCIA AND RIZER OF PAN AS SHOWN 08 x 3/4' SCREWS Q 6' O.C. 6 x 1/r SCREWS ® 6. O.C. FFROOF PANEL HEADER (SEE NOTE BELOW) NIB x 9H6' S.M.S. ®8' O.C. FOR MASONRY USE 1/4' x 1-1/4' TAPCON ANCHOR OR EQUAL ® 24.O.C. FOR WOOD USE IMO x 1-1/r S.M.S. OR WOOD SCREWS 1r O.C. ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH 06 x 1/7 LONG CORROSION RESISTANT S-M.S. W/ 1R' WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH N8 x 1/r SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WI (3) EACH 08 x 1.OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. J i• J 0 f' Hp w 0Z00 N ~ U w U) ui a cm N y 4n LL p. U C w m A W xWCH = < c)W WLL 2 3Wc J,ti a 08 x 1l2' ALL PURPOSE SCREW 012- O.C. BREAKFORM FLASHINGCT6- I -{ 3' COMPOSITE ROOF PANEL SEE SPAN TABLE) FASTENING SCREW SHOULD BE A MIN. OF 1' BACK FROM THE EDGE OF FLASHING NOTE: WHEN SEPARATION BETWEEN STRIP SEALANT BETWEEN DRIP EDGE AND PANEL IS FASCIA AND HEADER LESS THAN 314' THE FLASHING SYSTEM SHOWN IS REQUIRED ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS 1. FLASHING TO BE INSTALLED A MIN. 6' UNDER THE FIRST ROW OF SHINGLES. 2. STANDARD COIL FOR FLASHING IS 16' .019 MIL. COIL 3. FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY. 4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE. 5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE INSTALLED. 6. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE THAN 1' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP. T. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVALLABLE SHOULD BE USED 17 03 MIL ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FLAP UP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. S. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED IrZ SEPARATION MINIMUM. 9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. 3) #10 x 2 1Q' S.M.S. ® MINIMUM 7 x 4' FASCIA RAFTER TAILS OR 7 O.C. MAX Wl 7 x 6' SUB FACIA RECEIVING CHANNEL OVER BEAM ANGLE PROVIDE 0.060' SPACER 0 RECEIVING CHANNEL ANCHOR POINTS ANGLE. ANCHORS, AND RECIEVING CHANNEL PER SECTION 9 NOTCH ANGLE FOR GLITTER MUST REMAIN FOR ANGLE STRENGTH _ 7 x 3' x 0.050' MIN. Wl (4) 10 x 314' S.M.S. FOR LARGER BEAMS USE (BEAM DEPTH +1) FOR NUMBER OF SCREWS SEE SECTION 9) PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT HEADERS AND PANELS ON PAN HEADER (BREAK - BOTH SIDES OF BEAM FOR FORMED OR EXT.) GABLED APPLICATION 8 x 9116' TEK SCREWS PAN RIBS EACH SIDE CAULK ALLEXPOSED SCREW HEADS 8 x 117 S.M.S. (3) PER PAN P OR COMPOSITE ROOF AND ( 1) AT PAN RISER PANEL ALTERNATE CONNECTION: #8 8 x 1R' S.M.S. (3) PER PAN x 1-Ile SCREWS (3) PER PAN ALONG PAN BOTTOM INTO BEAM THROUGH BOXED ENO OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL WHEN FASTENING PANELS OR PANS TO WOOD PLATES FOR PAN ROOFS: SCREWS SHALL HAVE A 7 3) EACH 08 x Ilr LONG S.M.S. MINIMUM EMBEDMENT OF 1' PER 17 PANEL FOR COMPOSITE ROOFS: 10 x (t + 1/7) S.M.S. Wl 1- 114'0 FENDER WASHERS 012' O.C. (LENGTH - PANEL THICKNESS + 1') ROOF BEARING ELEMENT SHOWN) AND 24' O.C. NON - BEARING ELEMENT (SIDE WALLS) ROOF PANEL PER TABLES SECTION 7) SUPPORTING BEAM PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL BEAM TO MIN. POST SEE TABLE 1.6) ANGLE ( SEE SECTION 9 FOR SIZE AND NUMBER OF I Q Q SCREWS) ANGLE LENGTH O O O O = Q J EQUALTOBRACEDEPTHrLOcocoPLUS ( r) 4' ATTACH EACH O O O W Q) W Z Q ANGLE TO FASCIA PER c O 5 IY O H SECTION9OOOVUeMINIMUM CANTILEVER BRACE O O O y O ojj U O 2' x 3' x 0.050' OR EQUAL TO O J LLI Z POST SIZE USE (BRACE Z W O O DEPTH + 1) REQUIRED I NUMBER OF #10 x 9116' S. M. S. I co 2 O H N ( EACH SIDE »II"-- A B -,f Z 121 LLJ BEAM TO WALL CONNECTION SEE SECTION 9) W N Z B - OVERHANG DIMENSION A = WIDTH REQUIRED FOR GUTTER CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL POP E' er •, 'tL / CANTILEVERED BRACE CONNECTION 0- FASCIA (END VIEW) I / OF W 12" 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARDi ROOF PANEL SCALE: 3116• = 1' Table 7.1.1 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 M44 or M-25 i-w x /r x 0.01r ithw Panda Open Buildings Enclosed Buildings Wind Region Ovwheng Condition Wind Revlon AppliedOwdmg Lad Cwndlson 14,2 n 3span 4 span Man Cantilever 14,3 pen 3 span 4 Span Max cantilever 102 MP.H. 64- s•r 74• 102 M.P.M. 30 VAO' Za' Z-W a-1r 110 M.P.N. 1377-ir Sd 5-11' Zr 110 M.P.M. 35 1'-r 7-r 7•r 0-10- 120 M.P.H. SS S•r Z-1• 120 M.P.N. 41 V-r 7-0' 7.1• OW 130 M.P.H. S•r S•3' 1'-1 t• 130 M.P.N. 44 11•r 1'-11' 11.11' a-r 140 M.P.H.• 4'.11• S4• 1'-10' 1N Y.P.N. 50 1'd 1•-1r 1'•1r ad 1S0 M.P.N. I 4•4r 4'•r I 1'•r 1130 M.P.H.1 64 1 V-r l'•r 1'-r ad 1-tu" x tr x oA2r Rlew pwwb Open Buildings Enclosed BuOdbge Wine Realen Applied Lad Overang Condition Wind Region Lad Overhang Condition 142 pan 3 Span Span Max C=dNW46r 142 span 3 apan 4 pon Max Candlewr 102 M.P.H. 17 Sd sd s•11 • 7-7- 102 M.P.N. 30 4'd S•T S-r Fr 110 M.P.H. 20 Son' sd s-T 7d Ile M.P.N. 35 W-4• Ste• S4• 7d 120 M.P.M. U 4'•11• s-l' s-r 74- 120 M.P.H. 41 4'•1• W W S-r I'll- 130 MPJL n 4'.r S-r V-10' 7-r 130 M.P.M. N 3'-1r 4'•r 4'-10' 1'-10' 14033 4'S• 5d 5'•r 7-1' 1N MP.N. So 7d 4•d 4'd 1'd 1S0 M.P.N. 77 4•-3' 5'a' Ste• 1'•11• 1S0 M.P.N. 64 Ta' 4'.4• 4'-s t'd 1.1M' x 1r x 0A3r Rbw Panels Open Buildings Enclosed Buildings Wind Regis Applied Load Overhang Condition gnnd Raglan AW Lad ovedhag coadtibn 1 a 3 Spin 3 span 4 Seen Max CendWver 142 span 3 span 4 soon Mac cantilever 102 M.P.H. 17 S-tr Ta' T•5' Zd 102 M.PJL 30 1a son• 6.21 7a• 11011.10414. m 8-T s•11• Ton' Zd 116 M.P.M. nd4' S-r S•1r Z•r 120 M.PN .. 24 S.T son' sd 74' 120 M.P.N. 41 ww SS Son• 7-1• inKP.N. L 4'•11• s-r 8'a' 71• 130MPJ1. N 4'•r S-1' 6-71'-11• 1N M.P.H. 32 4'd S-ir 5-11' 7-7 140M.PJI. 9i 3'•11' 4'-1r 4'41' 1'-1r 150Y.P.H. 37 S•T S•r Z•r 150M.P.M. 54 Td W-r 4'd 17 Nose: Total m paid width " room wi0 pkn wag "kiln pbs owMeg. Table 7.12 Allowable Spans far Industry Standard River Panels for Various Loads Aluminum Alloy 3105 H44 or H-25 1.11r x 1r x ms- Rive panels Open Buildings Enebad Buildings Wine Raglan APPOW Ovwhag Condition Wind Region Applied Load Ovw" Condition 3 open 4 Yax 1 a 2 7 4 Max cane 192 M.P.N Ton• r-T Z-1r 162 MP.N 30 S41- s-2- s4' 7a• 110MP. r•l- Ta• Zr 110M.P.N 33 4'd WAV sd Z-r 126 M.P.N Z32W.11 sd s•1r 7•T 120 MP.H 41 W4r S-T Sd 7-1• 130 M.P.H._W-r- s4• sd Z-s 130 M.P.H.N W-r S•a• S-5' 7d 1N M.P.H. s-1' s-r 7I• 1N M.P.N 5O 4'-1' T-V S-1• T-11' 190Y.P.M Sd T-11' 150 YP.M M T•11' 4'-1r 4'-11• 1'-10- 1.1R' x 1r x OAw Riw panels Open ow~ Enslaved Buildings woe Reglen Applied Lad Overhang Condition Wind Raglan Appl Load OveNwg Candwon 14,2 gave 3a 4 Mu 1 a 2 3 n 4 Span, Max 103MP.H 17 sd s-0' s-r TAG 1021111P.H 30 1 SS sd 6•10' 7d 110 MP.N 20 6.7 Td T-1 r 7.110 110 M.P.M 35 1 S•r sue• son• 7d 129 KP.H4 24 S-1r r•3' r4' 7-r 120MP.H 41 4'.10* s-1r s-r zit• 130MP.N n Sd 9-1r s-11• 74r 13011A.P.X N 14'•T Sd S•r 7•r 1N MP.H 32 S-3- V-rsd Zd 140MM.P. 50 4'A' WV Sd 7.1 • 1SO MP.H n V-W son• s-W 74' 150 MP.H 64 r r S•r 9-7 1'-11• 1•Rr x tr x OAW Rhw PerwW Open Bdldings Enclosed Buildings Wind Revlon Applied Load Overhang Condition Wlnd Region Applied Load overhang Condition 1 a 2 n 3 s n a n Max Candievw 1 a 2 n 3 n 4 n Max1Cantilever 102 M.P.N. 17 s•11' s'-r a'-r T-r. 102M.P.M 30 5•9• Fr T-3' 77 110 M.P.H 20 sd s r Son• T•1• 110 M.P.M 35 S4• s-tr s•11• 7•r 120 M.P.M U s•3' T•r T•11• 7-11' 120 MP.N 41 S•r 6'4• s-r 7.5' 130 M.P.N 2a 11' r-47 Td 2'-r 130 M.P.H N 4'-11• s•1• W-r 7.4• 14M. P.M 32 Son' 6-11• T-1' Zr 14M.P.H 56 4•d S•r 5'•11• 7•r 1S0M.P.M 37 S-5' 8'4' s•Ir 7d 150 MP.M 64 d'd Sd Sd 7-1• W A, 12" 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 3116' = 1' Table 7.1. 3 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H44 or H-25 r x tr x OA1f Rlsw pansle Open Buildings Enelaaad Buildings Wand Fission Applied Load Overhang Condition YBnd Region Applied toad Owrheng carel0on 1 a 2 3 4 Mu Cand lftw 1 a 2 s 4 a n Max cand6ww 102 M. P. H./7 1a-r 1?-V 1T• W-11• 102 M.P. 30 s-Ur 1a•1 11'•1• 4'•r 110M.P. A 1a-1' 17-V 17-T W-r 110M.P. 30 s1' la-w la•r 7.11• 120 M.P. 24 Sd 11'-r 17-W 4'd 120 M.P.M 41 V_V` V 1' T-r 130 M.P. N 26 W-W 11'-r 11'•s 4'a' 130 M.P.M N Td son• s•5 3'd 140 KKK 32 s•r 1a-T a-1 4'd 1NM.P. 56 r-l' s•1r s•11- 3'4• 150MP.N 37 7-r 1a•r 1aa• T-1r 150M.P.X N 6'-1a' S-5• 0'-T 3'-r r x 1r x OAw River Pantie Open Bul$daw Enclosed swidi nge Wind Region Applied teed Ovedw Condition Mod Region Lead oveTangCondtibn 1 A 3 s 7 8 4 NIM Cantilever 1 a 2 3 a 4 Max Ca illevw 102 M.P. H.17 11'-1 W-r 14.41.5W 102 M.P 30 9'•1r 17•7 17-s 41.r 110 M.P. M 20 11'4• 13'-11 14'a' W-W 110 M.P.H 35 1'.r 11'•1 4'•5• 120 MP. 34 tad 1T-r 13'-V W-V 120 M.P 41 a-11 11'.2' 4'.r 130M.PJ1 26 1a•1• 17d 17•V 4•d 130M.P.H N qW-5rIOW la-T T•11•1NMPJt>29'-r 11'•11 17.1• 4'd 1N M.P.M so 1a' 1a-1• T-r 130 MPJI 37 e•r 11•• 11'•r 4,_r 150 MP.N M d 1 S-T 1 3'•r r x 1r x OA3r Rbw Panels Open Buildings Encleeed Buildings Wind Region Applied Lead OgdsngCareabn NOW Region toad OvorlsengCondMlon 1 a 2 Soon 3 Soon4 ZpwnMax Cardlimw192 Spain 3 s 4 SM Mar cantilever 102MPJ1 17 174r 1Sd 1S•1• TO 102M.P.N 30 1a-r 13•-1- IT4- CAI- Inm.P.H 20 1?-r 1Sd WSJ• 5,4r 1101A.P 35 IV 17a' 174r 4'•r 120 M.P.M 24 11'd 14••r 14'd F-W 120 M.P.M 41 sd Mr 11•-11 4'd 130 4LP.K 26 MAW 17d 17a' F-W 130 KKK N s-0' it•-r 11'4• 4' r IN M.P.N 32 17-V 17-T 13•-0' 4'.10' 140 M.P.M 56 s-r 1a-r 1a•1 4'a' 1SOM.P 3T s- tr 17-r 17.5' 4'-r 11500Lv 64 s-r 10,-1• 1a4• 3•-1r Note: Toll roof panel WWM a Nan Width plus was width pies ovednag. Table 7.1 A Allowable Spans fw Industry Standard Rlsw Panels for Various Loads Aluminum Alloy 3105 H-= r s tr x OA1r RWr Panels Open Building. ErnclOeed Buildings Wine men Applied toad Overm" condition Wlnd l0" Applied Lead Ova Condition 1a2 a 3 4 Max ewom w 1a2 a3 4 Mrs CwHaw- 102 M.P. H. 17 11'd 14'•1• 14'4' 5'd 102 M.P.M. 30 s4• 11'd 11•-11 4'4' 110 M.P.N. 20 a-lr 17d 1Td S'-0' 11a M.P.M. 3s r-11• Iv-1• 11'4' 4'a• 120 M.P.H. 24 19-7 17d 1?•11• V-1r 120 M.P.N. 41 W4• 1a4• lad T•11• 130 M.PJr. 2e V-r 11'.11 17a' 4'•7• 130 M.P.X. N 6•1• s-11• 1a-r T•r 140 M..X. 32 V r 11'd 11'-r 4'4• 1N M.P.X. 58 Td sd V r 3'•r ISO M.P.M. 37 s•1r ia-11. 11'-1' 4' -r 150 MPJI. 64 r4• s4• V.7 3'a' rx1rxo.02rRi wPanels ' Open MOW P.nncbeed BulWinge Wile 1O" Applied load Overhang condition Wand Applied twd Oeeemus Condition 1a2 a 7 4 MarionCandleve 142 a 34 Max C48410 r 102MP.N. 17 17d 1Sd 1s-1' S4' 102MP.M. 30 1a-T 17-1' 1T4' 4'-11' 110 M.P.N. 20 1?-r 14'-11• 110 M.PM. 75 1a-1• 1?d 17d 4'4• 128 M.P.M. 34 11'd 14'•r 14•-s Sd 1m M.P.H. 41 sd I rd 1 r-1 r 4'd 130M.P.X. 25 a-1r 17d 1Td Sd 130M.P.N. N 90 1V-2* 11.4' 4'a• 1N M.P.M. 32 1a-4• 17d 1Td 4'-1r 1N M.P.X. 30 W-7' to-T 1a-ir 4'd 1S0 37 9'-10 1?•r 1?d 4-r 150 M.P.H. 64 s-r 1a-r 1a-• 3•.1a' r x 1r x amr Mser panels Open Buildings Enabled Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Lord Owrhang Condition 1 a 3 s n 3 lian 4 Span Mes Ca,,,ww 1 a 3 lian 3 Span 4 Soon Max canalevw 102 M. P. N. 17 13' 4• Is•11. Mr T-0• 102 M.P.X. 30 11'4• 14'4• 14'.4• 9-0• 110 M.P.H. 20 17- W 164' 1sa' Sd 114 M.P.H. 35 to-1 1Ta' 1Td 5.4T 120 M.P.H. 24 174' 1S•r 1Sd S4' 126 M.P.H. 41 ton•? 17•r 17-1 4'-ir 130 M.P.H. 26 iV- r 14•d 14'd 5'-0' 130 M.P.M. 46 V-r 11'-11 17-r 4'-r 1N M.P.H. 32 11'- 1' 1Td 17-11' T-W 140 M.P.X. 56 7-r 11'.5• 11'-r W.4* 150 M.P.M. 37 1a• T 17-1• 13'•4• W-11• 1150111.10.14.1 M s•1r 1a•1 ll'-1' 4' -r 1 F 12" INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 3116' = 1' Table 7.1. 5 Allowable Spans for Industry Standard Cleated Panels for Various Loads Aluminum Alloy 3105 H44 or H- 25 i 4w x it x cair Cleatedparr4 Open Buildings Enclosed Buildings Wind Applied Load OwAwg Condition Wind Reabn Appl lead verha Ong ConditionRealan 1 a 2 s n3 a4MaxCantllevor 1 a 2 8 3 Soon 4 span Mas Cantilever 103 M. P. N. 17 rd Fr I sd Td 102 MPJt. n s-w 110 M.P.N. n T-r s•1r W-W TJ• 110 M.P.M. 33 5-11'in M.P.H. 24 s-r sue• rr T•r 120 M.P.N. 41 5'.r 130 M.P.M. n sd r• 11• S-1' T-O' 130MI.M. N Son• r4er 4 a 4 40 M.P. M. 32 s-1- Td Td 7-10' NMP.M. N S-1' S-1r T-r T-4• r lwal . lah4• x tr s 0.02r Cheesed Panels OPan auildings Enclosed Buildings Wind Reabn Applied LOW OvMung C ,d Wind LO' d Overhang Condition 142 s n 3 a 4 8 Mons cantilever l0" t a n s n 7 sow 4 sow rhos Cadllever 102 M. P. N. 17 W- 5• 10•5- 1a-7- T-11- 102 M.P.M. 30 V.11-1 r4r I a'-1r 3-3• 110 M.P.M. 30 s-0' W-11• 1a•1• 3'-r114 M.P.N. 35 0'-r I r-w w r Fr 120 M.P.M. 24 r•T 7.4• W-W T-T 120 MP.H. 41 s•3' I Td I T-11 • 7-11• 130M.P.H. n r-r s- Ur V.W T•4• Inelp.N. N 5-11' T4• TS 7-1r 140 M.PJI. 33 6-10' Sd 11 3'J' 140 MPJt. A Sd s•11' T-r 7d too M.PJh 37 sd a-r Ira• T-1- 150 MPJ+. 44 s•s Rea' s-1r 7-r tau' x 1r x 0.03r Classed Panels Open Building. Enslaved Buldngs Wind Region Applied LOW Overhang Co WM en wind R M, Applied load Ovahsets Candplen 142 7 a 4 Max CariLum 1 a 2 s 3 4Mae eselewr 102 M. P. N. 17 9-1• 11'-2* 1V-r 4••3' 102 M.P.N. 30 Ton• F4' 9'a' 3'a• 110 M.P.H. 20 s4' tad 19•11 4.1• 11s M.P.H. 35- T.r s•Ir W-W TA- 130 Y.P.M. 24 s-r 10-1• IT-T S-1r 120 MRH. 41 s-r 94• s4• 7-r 130 M.P.H. 2 T-r s-T W_V` 74• 130 M.P.H. N s-s r-11' CA' TO 1N M.P.M. 32 T4' 9- 1• jr-3- Td 140 M.P.H. Se s•1• ra' Ton' 7-10' 115001.10M.137 r-y 1 son' s-la' T-v 150 MP.H. 64 1 S•ir I T•r rx 7•r Nose: TOW rod panel WeM " Nan width pies Was wWM pies oMnag. 10 W Z J 0 Q WZ O O NU W co NOW. Total led panel width " Nam WidM plus was Wift plus ovemang. Nob: Total rod panel wWM " Nam wWM plus was widM plus owmag. OF 7 W ALUMINUM SKIN E.P.S. CORE WZF=- SIDE PANEL a a CONNECTIONS VARY DO NOT AFFECT PANEL T. ISPANS) I. 2• SELECT PANEL DEPTH FROM TABLES 48' INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 3/1W =1' Table 7.1.3 Allowable Spans for Industry Standard Cleated Panels for Various Loads Aluminum Alloy 3105 H•14 or H-25 1Z x 1r x a01r Clessed People Open Buildings Earelesed BulWkge wind Rplen Alleged Owed" Condition, Wind CIO" 1eid OVSOUM CaasNisn 1a2 3 8 U.,- ca slew ta2 a 4 Un Cantilever 162 JL 7•.' 4' g-r ga' rip 102 MAN. 30 6-3' I rr I r-l(r, 7.11' 0 N. 24 r-r V-10• 3'4' 110 MAN. 35 5-11' r-c I T4' 7$ 120 MAN, 24 6r 64• 6r r-r 120 M.P.H. 47 S•r 6.11' T-+' d' 130 NAJL 21 6r r•11• 6-11 7-C 130 NAN. W S•4' 6•r 6a• 1W MAN- A Tr Tr 2'-10' 140 N.P.N. 50 FT 6.7' 64• 1WMAJl A S•1r T•r T4• 7r 130MAN. M 4'-10' S•71• 6-1• 7d i-3w x 1r x gin, Cleated Panels Open swidings Enclosed Buildings 0ve1+1 ingCaldaiaa Wind Appal tad ova imsocoedRogl+ 42 3spon4 a Max comism Region 142 a 3 4 MaxtadSpan CaarWever VVWndApplied176r16-T 10•r r-11• 102 MAN. 30 6-11' 6d 6.10• 7- 20 6a g•11• 10-1' Fr 110M.PN. 35 F-F 6J' F-F r-r 24 T- r g4' gip r-T 120MAK 41 6r Tr r-11- 7-it' 2/ T- r 6.10' gip r4• 130 MAN. W 5-11- T4' TLf 32 6- 10- V r 6-T rJ' 140 MA.H. 50 V4r 6.1 T T-r 74' I50 NAN 37 64' 6-1• 6J' I1• 15ONPN. M S-W 6r I 6-1r 7-T i4w x 1r x osi r cbabd Panels Open Buadi gs Enclosed Buildings Wind FAO142 Applied t9i° Over" Cadkkn Wind R'01on teed Ovahaq CadNlen 3 4 a an Coatlleaar 1:, 2 a 3 4 Mee Co.. 102 N PM. 17 g-1• I V-r I1'-T 4',r 102 MAN. 30 rr 74• gr 7r 110 MAN. 7a 6r 10r 0-11 4'•1• 110 YAN. 3! Fr 6.10' gd r4' 120 MAN. 2< 6? 10.11 10J' r-10' 110 H.P.M. 41 6.0' 64' 64' Fr in MAN. s rr Fr gr rip ego MAN. W 6r FiF 6.1• rip W MAN. 32 rr 9-11 g-r rip iW Y.P 0 6-1- Tr Tr 74V 150 "JL 37 T4' 6r 6-10' 74• 1!0 M.PN. 04 S•70 T-? T4• 7r NM TosM road panel wW - room w1d0a else 1M WkM Pin ovaArrg. 1) 06 x Ilr WiTH HEAD S.M. S. TOP OF EACH RISER ROOF PAN 3) PER ROOF PAN 08 x 311r wd HEAD S.M.S. O.C. INTO SEAM 3) PER ROOF PAN #10 x 1 WITH S. M.S. THROUGH ROOF PAN AND BOX HEADER O.C. INTO HOST STRUCTURE a10 x 1-1/2' WASHER HEAD S.M.S. HROUGH BOX HEADER 12.O.C. 4TO HOST STRUCTURE IOX HEADER IEAO OF CAULKING ALONG TOP OF IOX HEADER NOTES: 1. WHEN HOST STRUCTURE IS MASONRY USE 114' x 1-1/4' DRIVE PINS OR 1/4' x 2-114' THUNDERBOLTS 2. FASTEN THE EXISTING i SUB - FASCIA TO RAFTER TAILS FIRST WiTH 010 x 3' S.M.S. PAN ROOF AND BOX HEADER. _ I , SCALE: N. T.S. r, 1 COMPOSITE ROOF PANEL [INDUSTRY STANDARD1 SCALE: 3118• = 1' Table 7. 1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Lords Aluminum Alloy 3105 H-14 or H-251.0 EPS Core Density Foam r x 4r x sA1r Panels Open Eulk4go Enclosed Eutldi gs Wind Nolen Applied Load Drones Condition wed Reader Applied Lod Overhang Condition ONE 1• r rip 4r NONE 1'r 1 rip rip 4•r 102N.PJL 17 it-10• IZ-V 12.8' 174• IW-C 102MAK 30 V-111 yd W-10• 19-10• 17-V 110 NAJL 20 11'r 11'•7 11'r 7•r 17•r 110 MAN. 35 64• 6-r F-F 17.T 17r In MAN. 24 IVA' 10'4• 10-I0' 11'-41' 12-11' 120MA.H. 41 r-r r•111 6-r W-r II,-1• 130 "A 28 g4• gip 10-r II'-T 12J• 136K.PK 40 T•11 T-4• 6-11 g-3' low 140 NAJL 32 6r V-11• gip 10r 11'4' W NAN. so 6r 6-1r- Tr 6.1r' 104- 130 MAN, 37 6-1' 64• gr 10'-1- 11'4' I50 M.P.H. I s4 6-1- 6-S r-r 6•r 10--1' r x 4r x a" Panels OpsoGuildings Enebad Buadings Wind Ibgbn Applied Led Overhang Conola0n wind Reg1an A14164r OYerm" Condition NONE 1' r 7r rip 4'r 1'4• rip rip 4•r 102 Y. P.H. 17 13'-T 1rr 17•10' 14'-r 154' 142 M./.H. I0-7 10.10' 11'-0' 17-1r 110 MAN- 20 17-V 174' 17.11• 17r 14'4' 110 M.P.N. gip 10•r 11'•1• 17-r 120 MAN. 24 11.W 11'r 11'-11' 174• 17•10' 120 M.P.H. 6-0• F-T 104' 11'4r 130 MAN. 2/ 16-5- 10•T 1 T-r 17r 17'-r 130 MA.N. 6-r 6.10- g•11' M./N. Z gip P-11' 104' 11'a' 17•T 1W MAJL T-r 64' 6S150MA37 a/Wgip9- 7 6-11' 19.10' 17.1' 130 Y.P.H. T-1' T-11' 6.1• r x 4r x OA3r Pwwb Open Suadi gs Enclosed BuNdIngs wkd Region Applied Lod Overhang Coastline wind Region Applied Lood OnrMrq Caadnbn NONE 1- r rip rip 4-4• NONE v-r I rr rr rr 102 "A 17 15r IS-10• 16-r I6-10' 1r•r 102YAK 30 11'.1r I24• 12-4• 13W 14W I10MAN. n 14'• 7' irr 15-r 1s4• 164r 1mMAN. 35 74- r•2' 7-F i7-r 13-•r 120 MAJL 24 1 47 17-W 17-11• 14'4' 1S•r In".K 41 16-1' 164- 16-10' 11'A• 17-11' 130 M.PJL 21 174• 17-V 17-11' 17r 14-r In MP.H. 4g 7-e gip 16-r 11'-1- 12-r 140"JL n 111r 11'-T 17-11 17.11• 17-11' 140N.P.N. Sg 6r 6.11' gip 1dr IVr 1NNIPM, 1 37 10r I w-ir L 11'9 I Tr I Ir4• I 150MRH. I f4 I 6.1• Fe g4' I 16-1• 1T4' now TOW reel pipes wscm - ream wx10r Pxu was ww" psa owneq SUBSEQUENT ROWS 3/8' TO IXADHESIVE BEAD FOR A 1' WIOE ADHESIVE STRIP UNDER SHINGLE STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR SCREWS SEALANT BEADS TYPICAL INSULATED PANEL SCALE: 3116' = 1• Table 7. 1.7 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-291.0 EPS Can Darulfw Foam 4' x 40' x 0. 011PanW Open Buildings Enclosed OWWkw Wind Replan Applied Lod Overhang Condition Wind Regleh Applied Led Ova""Cantlltlon Rollo Fir I rip rip rr NON 1•r rr rip 4•r 102 MAN. 17 13'•11 14'- r 14'•T IT-r 16.1• 102 M-P.N. 30 10•T 10r 11.4• 12-r 13- 11011111."v n 17.11 13• r IT-r lf-f I 1SJ' 11041PA 35 V-10• 100 10-r 11--0• 177 In M.PN. a 11'-11 12.1• 17-T Ir4• 14'4' 120N.P.N. 41 6-11' 7-7 7-10' 19-1 irk' 130 MAN. A 111- 77r 11'4' 1rr 17-T 130 MAN. 4111 64' 6-T g-r IV 11'r 140 MAN. 33 16•r 10-5' 10•I1 11'•1 17-11 1W M.PN. 50 r4' F4V 6r gip 11'-1' 150 M.P.N. 77 Vr g- r 10'a' I I'•r 17-Vi 130 M.P.N. N T•r Tr 6J' g4• t0r 4" x 40' x C424' Penele Open Buildings Enclosed Buildings wind Region Applied Lod Overhang CondYon wkd Region Applied Led Ovefiang co daloh NON V- 0- I 7r 317 4' r Noiff 1'r I rip 1 rr 4-4- 102 MAN. 17 154• 15-5' lific 16S' iff 102 M.P.M. 30 11'-a• 17-7 Ir-1' lieM.PN. n 14'J• 14'4• W-9' 1S4• 164• IismLp 35 10-11. 11.4' 174' 1r3• Ir4' 120MA.H. U 1rr IT-r Ir4• 14.4• I54• 120NPA 41 10-r 104• ILLV 1:a• 1?4' 130 MAN. 20 17r 17-2' 17- V Ir4• 14'4• 130 N,PA 40 64• F.11' 10.11' 17.11 17-1' 1WMAN. 32 11'•r IV-0 ll'- 1 17r 1r•P 140M.P.N. 56 6r g4• 104' 11'd 11'4' 130 M..H. 37 W-W 11r- r 17'.r Ir4• 1r-r 130 MA.N. g4 6-2' 6.10• g•1r 1r3' Ir-3' r x 4r x 0A3r Panels Open Buildings Enclosed avildlrge Wks Region Appal Lod Overhang Co diden wind Room Applied Load ova"" Condiion 1'r I rip rr I Nr Now v-g- rr I rr 4'r 192 MAN. 17 Irr tr•10 If-- 16r Igr 142YAJL 30 Ir4• tar 17-11 14'4' IS•r 110111I.PN. 20 164• 16-T 16-11 trip Mr NOM,PJL 35 124' 17-T 13•-1. 17-1 U'r 120M.PN. 24 ISW 15•r 1S•r lf-r 1T-1' InALPA 41 11.4' 11'-r 12.1, 17•I 1r-11 130 MAN. 20 tip-11 14•-1' 14' r 1S•r 16r 130 M•PA 4e 10r 10'r 11'-3' 17-l' IT-r 1W MAN. 32 17.11 1r•1• I7r 14'-r IT -- 1W Y.PJL Sf 6r g•11' 10r 11'r 1?-T I 50 MAN. 37 17r 17-71 174' irS t4'S 150 M.P.FL 04 6-1' 9-4 g-11' 10.11 12-1' Nob: ToW roof panel width • room width pkm waa wie obp owl m -, ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE'. APPLY ADHESIVE IN A CONTINUOUS BEAD 3M- TO IW DIAMETER SO THAT THERE IS A 1- WIDE STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE FOR AREAS UP TO 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WiTH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA. FOR AREAS ABOVE 120 M.P. H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA SHINGLE ROW INSTALLED WiTH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WITH TWO STRIPS OF ADHESIVE AT MID COVERED AREA ADHESIVE: CHEM REX - PL PREMIUM 948 URETHANE ADHESIVE OR OSI • RF140 MINIMUM ROOF SLOPE: 2' IN 12' 03 W ZJ OQ W Z Z 00 N () LU W A N CL , H n IM 0 Co ww00 wx J Lu z 3WO J chi a SHEET" COMPOSITEROOF PANEL WITH SHINGLE FINISH DETAIL OF 7 I I- i w r 0 OfFICE COSY PLANS REVIEWED CITYOFSANFpRDPERMIT # oz •„s 3 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BE DWITHTHESTRUED WORKANDNOT AS AUTHORITY TIC TOBEAENSETOOOCEVIOLATE. CANCEL. ALTER. OR SET ASIDE ANY OF THE PROVISIONS OFTHETECHNICALCODES. NOR SHALL. ISSUANCE OFAPERMITPREVEDEPTFROM THEREAT THE BUILDING FTER REQUIIRING A CORREC- TION OFTHE OR OTHER V OIRS ON OF THE CODES.NSTRUCTION z_