Loading...
131 Sterling Pine St - BR00-002998 - SFR0 SUBDIVISION: ZONE CONTRACTOR I / l() DATE (n ", _) V- ADDRESS (Jl iV /c f'1 r l )CZ/',r')D PHONE # y -75 - LOCATION I' /> n - OWNER me ADDRESS PHONE M PLUMBING CONTRACTOR- ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE #1 MECHANICAL CONTRACTOR >riy? ADDRESS PHONE ## MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (_a ARCHITECTURAL APPROVAL DATE: PERMIT' # CC - QCT ( IT LOT NO. JOB i( 1 S fi^ 0 r. / / BLOCK: COST $ 3 (J00 SECTION: FEE $ STATE NOCQC 0-5%7/7 7 FEE $ FEE $ '-/ FEE $ SQUARE FEET: / 5? -7 <7 MODEL: OCCUPANCY CLASS: INSPECTIONS ITYPEDATEOKREJECTBY FEE $ ENERGY SECT. EPI: L-1 360" c ' e 1 e77 c!/ osulfc- 1CERTIFICATEOFOCCUPANCY ISSUED M DATE: , FINAL DATE CERTIFICATE OF OCCUPANCY / COMPLETION This is"to certify that the building located. at 131 STERLING RINE ST for which permit 00-00002898 has heretofore been issued on 6/30zOo has been completed according to plans and specifications filed in the office of the Buildiag Offi ial rior to the issuance of said building permit, to wit as complies with all the building, plumbing electrical zoning and subdivision regulations ordinances of the pity of Sanford a: -id with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING. r Q FIRE: Finaled ' O w /U C Inspected ZONING: 1VInspected in UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage `1.0.03 Maintenance Bond PUBLIC WORKS: Street Name Signs OLD Storm Sewer Street Work WATER -SEWER IMPACT FEES O1-APPLCTN FEE -BUILDING O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE O1-OPEN SPACE O1-POLICE IMPACT - RESID O1-RADON GAS TAX FEE O1-ROAD IMPACT FEES O1-RECOVERY FD/CERT. PGM. Sewer Lines In Sewer Tap Street t Pave:d DATE n ' APPROVAL Street — G Ligr.ts D ay FEES PAID DATE AMOUNT 6/30/00 6/30/00 6/30/00 6/30/00 6/30/00 6/30/00 6/30/00 6/30/00 10.00 59.27 54.00 279.61 91.93 9.38 847.00 9.37 PAGE: 2 This is to certify that the building located at 131 STERLING PINE ST for which permit 00-00002998 has heretofore been issued on 6,L 03 /00 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes No O1-SCHOOL IMPACT FEE 6/30/00 1384.00 WT IMPACT:SINGLE FAMILY 6/30/00 650.00 SW IMPACT:SINGLE FAMILY 6/30/00 1700.00 i. OWNER BUILDING OFFICIAL / DATE CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION RESIDENTIAL SIN13"LE FAMILY RESIDENCE******* DATE ADDRESS P,g " S — Iov.h, CONTRACTOR The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt aftention will be appreciated. Thank you. Engineering Public Works Utilities/Cross Connection CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION RESIDENTIAL SINGLE FAMILY RESIDENCE*'" " DATE ADDRESS CONTRACTOR The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Public Works Utilities/Cross Connection r CERTIFICATE; OF OCCUPANCY REQUEST FOR FINAL INSPECTION RESIDENTIAL SINGLE FAMILY RESIDENCE'"" DATE ADDRESS C 3 l --,( Pll"e -S- CONTRACTOR The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt atterition will be appreciated. Thank you. Engineering Public Works Utilities/C Off' & 1010LO s= z o C.o./C.C. Request Received Utilby Inspector INITIALS DATE Utility Inspector's Final --_ Ew__ - Q-a-3'20 FDEP Clearance - Water ____-_--------- FDEP Clearance - Sewer ----------------- -- City Services Easements ---------- - -------- Maintenance Bond (10% - 2yr) ------ --- ---------- Other--------------------- ------------------ L0 ? of o C C:) bO Sw 0o,o6 Lvi (_o so , ov VylT' u 4 1,,0.oa CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION RESIDENTIAL SINGLE FAMILY RESIDENCE"" DATE ` ADDRESS CONTRACTOR The Building department has prepared a C of O for the above location and is requesting final inspection by your department. After your inspection, please sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering Public Works Utilities/Cross Connection C.a./C.C. Request RCceived r.7r Utility Inspector's Finn,! f _- FDEP Clearance - Vkier--------------------- FDEP Clearance - Sewer ---------- ---------- City Services Easements ---------- ---------- Maintenance Bond (10% - 1rr)------------------ -- Othef- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - -- SCREEN, VINYL & GLASS ROOMS. SELECT EDGE BEAM TABLE 3.1.1 AND / OR TABLE 3.1.2 MINIMUM 3-1/2" LW' SLAB ON GRADE OR FOR MAX. RAISED FOOTING UPRIGHT SEA DETAILS FOR LENGTH 1" x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) SECTION 3 00Q TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING HEIGHTOF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE'CONNECTION AT' FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM SOLID ROOF F- LW T- P/2 -f I, I. O H EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE SEE TABLES) VARIES IIP = PROJECTION FROM BLDG. ` LW = LOAD WIDTH P VARIES ---r TYPICAL SCREEN / GLASS ROOM SCALE: 1/4" = -0" NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WALL.WITH 2-1/':" #10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR-WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONTWALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 -f- O.H. Lawrence E. Bennett, P.E. C:IV1L ENGINEER - DEVELOPMENT CONSULTANT' P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (9CI4) 767•4774 FAX (9G4) 767.6556 SEAL PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ( 77 57 oa N-sue SECTION 3 SCREEN, VINYL & GLASS ROOMS SPANS PER TABLES SOLID ROOF STRUCTURAL OR PAN UPRIGHT HEIGHTS TYPICAL .GABLE ROOF ENCLOSURE SCALE: 1/8" = l'—O" DETAIL Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENTCONSULTANT P.O. BOX 4368, SOUTH DAYTON& FL 32121 TELEPHONE (904) 767-4774 FAX (904) 787-WS SEAL PAGE © COPYRIGHT '1999 7 a ' T B€ EP tODUCED IN WIiQ E QR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I—BENNETT. P.E. e. y t SCREEN, VINYL.•&GLASS ROOMS SECTION 3 2) #10 x 1" S. M. S. INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4' x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. BEAM/HEADER ALTERNATE CONNECTION DETAIL 2" x 2" z 0.063" ANGLE CONNECT UPRIGHT @ BEAM / HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI IiI ' 1-1/8" MIN. IN CONCRETE CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 4) #10 x 1/2". S.M.S. CH SIDE x 2" OR 2" x 3" OR 2" SMB POST OF POST HEAD BEAM 0 0 H-BAR OR GUSSET PLATE ANCHOR 1" x 2" PLATE CONCRETE 2" x 2" x 1/16" ANGLE EACH SIDEWITH1/4" x 2-1/2" CONCR ANCHORS WITHIN 6" OF EAC DE ATTACH TO POST AND CONCRETE OF EACH POST AT 24" O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24" O.C. M (2) #10 x 1/2" S.M. S.. EACH SIDE r MIN. 3-1/2" SLAB 2500 PSI CON ,. ° e 1-1/8" MIN. IN CONCRET 6x6-10x10 W.W.M. OR FIBER SH VAPOR BA RETE S -MATING POST TO BASE AND SELF -MATING POST TO BE DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 1999 81NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEI- BENNETT. P.E. SECTION 3 EDGE BEAM 1" x 2" OPEN BACK ATTACHED TQ FRONT POST W/ #10 x 2" S.M.S. MAX. 6" FROM EACH PURLIN AND 24" O.C. FRONT WALL PURLIN SCREEN, VINYL & GLASS ROOMS TYPICAL CORNER DETAIL SCALE: 1/4" = 1" SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2}#10 x 1-1/2" S.M.S. SIDE WALL PURLINS ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM - RAILS ATTACHED TO. CONCRETE W/ 1/4" x 2-1/4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24" O. C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4 74 FAX (904) 767-MO SEAL PAGE COPYRIGHT 1989 82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 COMPOSITE ROOF PANELS: RISER PANELS: (3) #8 x 1/2" 4) 1/4" x 4" LAG BOLTS W/ S.M.S. PER 12" PANEL 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES (WALK-ON) 2"x 2" OR 2"x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL 1) HILTI 1/2" x 3-1/2" KBII- BOLTS APPROVED FOR 665# UPLIFT W/ STD. PLATED CUT STEEL WASHER 1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST HEADER ATTACHED TO POST W/ MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH. POST AND 24" O.C. (MAX.) TYPICAL -UPRIGHT DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL PAGE 83 SCREEN, VINYL & GLASS- ROOMS CONCRETE CAP BLOCK OR BLOCK OPTIONAL) 1) #4 BAR AT CORNERS AND 10'-0" O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEAT ROCK CONIC. DECK OR GROUND LEVEL RIBBON OR MONOLITHIC FOOTING IF MONOLITHIC SLAB IS USED SEE NOTES OF DETAILS NEXT PAGE)' SECTION 3 ANCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4" x 2-1/2" MASONRY ANCHOR WITHIN 6" OF POST AND 24" O.C. MAXIMUM 1) #4 BAR CONTINUOUS 8" x 8" x 16" BLOCK WALL (MAX. 32") Nr) ( 2) #40 BARS MIN. 2-1/2" OFF GROUND 12" KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE: 1/2" = 1'-0" to co ' co 12" --1 ALUMINUM ATTACHMENT CONCRETE FILLED BLOCK STEM WALL 8" x 8" x 16" C.M.U. 8" x 12" CONCRETE FOOTING WITH (2) #5 CONT. LOCATE ON UNDISTURBED NATURAL SOIL (1) #50 VERT. BAR AT CORNERS AND 10'-0" O.C. 3-1/2" 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 SACRIFICED NATURAL SOIL 90% RELATIVE DENSITY RAISED PATIO.FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE: 1/2" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4 74 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. 87 SECTION 3 5/16"0 GALVANIZED 'ALL THREAD' OR THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ APPROVED CONCRETE ANCHOR @ 24" O.C. MAX. AND WITHIN 6" OF EACH UPRIGHT OR APPROVED ALTERNATE 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 O BARS W/ 3" COVER TYPICAL) SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN WALL ROWLOCK k BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL ALTERNATE CONNECTION OF C SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S. M. S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: - 2'-0" MIN. (1) #5 BAR CONT. BEFORE SLOPE Q(1) #5 BAR CONT. Co 1 -0" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2" / 12" - V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10xl0 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS SCALE: 1/2" := V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4 74 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 1999 88 MOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 I SCREEN, VINYL &GLASS ROOMS Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs Aluminum Allpy 6063 T-6 Vt Wind Zone 102 MPH. 110 MPH 1 120 MPH 125 MPH 140 MPH Applied Load 17#/Sa.Ft 1 20#/Sq. Ft 23#/So. Ft. 25#ISq. Ft 32#ISq. Ft Load Width 3" x 2" x 0.050" 5' 9'- 5" 8'-a" 8'-1" 7'-7" 6'-10" 6' 8'- 7" T-11" T 4" 6'-11" 6'-3' T 7% 11" 7'-4" a' 7"- 5" 6'-10" 6'-5" 6'-0" 9' 7'- 0" 6'-5" 6'-0" 5' 8" 5'-1" 10, 61- 8" 671" 5'-9" 5'-4" 4'-10" 11, 6'- 4" 5'-10" 5'-5" 5'-1" 4'-7" 12, 6- 1" 5'-7" 5'-3" 4'-11" 4'-5" Load Width 3" x 2" x 0.070" 5' 10'- 1" 9'-4" 8' 8" 8._2" 7'-4" 6. 9,_ 3" 8'-6" 7'-11" T-6" 6.-9" 7' 8'- 7" 77-11" 7'-4" 6'-11" 6'-3- 8- 7'. 11" 7'.4" 6'-11" 6'-6" 5'-10" 9' T- T 6'-11" 6'-6" 6'-1" 5'-6" 10, T- Z' 6'-T' 6'-2" 5'-9" 5'-3" 11' 6- 10" 6'-3" 5'-10..1 5'-6" 4'-11" 12' 6'- 6" 6'-0" S_7" 5'-3" 4'-9" Load Width 2" x 3" x 0.050" 5' 11'- 1" 10'-3" 9'-7" 8'-•11" 8'-1" 6' 10'- 2" 9'-4" 8'-9" 8'-2" T-5" 7' 9.- 51, 8' 8" 8'-1" T_7" 6'-10" 8' 8'- 91, 8'-1" 7 7" 7'-1" 6'-5" 9' 8'- 3" T-8" 7'-1" 6'-8" 6,-0" 10' 7'- 10" 7'-3" 6'-9" 6'-4" 11' T- 6" 6'-11" 6'-5" 6'-1" 5'-6" 12' T- 2" 6'-7" 5'-2" 5'-10" 5'_3" Load Width 2" x 4" x 0.050" 5' 13'- 9" 12.-8" ll'-10"MT-1 10'-0" 6' 12'- 7*' 11'-T' 10'-91, 9'-2" 7' 11'- 7" 10'-8" 9'-11"8.4 8' 10'- 10" 10'-0" 9' 4" 7'-11" 9' 10'- 3" 9'-5" 8'_ 10"T-6" 10, 9'- 9" 8'-11' 8'-4" 7'-1" 11' 9'- 3" 8'=6" T-11"6'_9" 12' 8'- 10" 8'-2" T-8" T-2" 61-6" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CML SNGINEER - DEVIEOPMENT CONSULTANT P.O. BOX 43W, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7e7. 4774 FAX (904) 767. 6556 SEAL PAGE COPYRIGHT 1999 90 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION. 3 1 SCREEN, VINYL.& GLASS ROOMS 0 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.032" Hollow Extrusion oad Wid Wind Zone 102 M.P.H.7 110 M.P.H. 121) M.P.H. 125 M.P.H. 140 M.P.H. Applied Load ISq. Ft 23 # /Sq. Ft 26 O /Sq. Ft 29 #-LSo . 36 # /Sq. Ft 36" 9'- 8'-i 8'^ 7'" 6'-10" 42.. 8._91. 1 T T 1.- 6'-4" 48" 8'-2" 7 6=11 6-7" 5'-11" 54" T-81• t 1" 6'-3" 5'-7" 601, T 61-8" 6'-3" G'-11" 5'-4" 66" 11- 6=4" 5'-11" 5'-8" 1" 72" 6'.8" 6'-1" S' 8" 5'-5" 4'-10 6'-5" 5'-10'• 5'-6- 5'-2" 4' 8" 84" 6•_2" 5'-7' 5'-3" 4'-11" 3'-6" 901, 5'•11" 5'-5" 5'-1" 4'-10.. 4'-4" 2" x 2" x 0.036" Hollow Extrusion L d Wind Zone 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Applied Load 19 # /Sq. Ft. 23 # IS . Ft 26 4 /So. FL 29 # /Sq. FL ISq. Ft 36" 9' 4" 8'-9" 8'-3" 7 5" 42" 9'-6- 8'-7'' 8'-t" 6'-11" 48" 8'-10" 7'-2" 6'-5" 54" 8' 4" 7'- T-2" 6'-9" 60" 66" y` r -3" 6'-11" 6'6" 6'-t" 5'-6" 72" 7'-Y 6'-7" 6'-2" 5'-T9 5'-3" 6'-11" 6'-1" 5'-11" 84" 6' 8" 6'-t" 5._9" 5'-5" 4'-11" 901, 6'-6" 5'-11" 5'-6" 5' Y 2" x 2" x 0.044" Hollow Extrusion Load Width Wind Zone 102 P.H. 110 M.P.H. 121) M.P.H. 1 125 M.P.H. 130 M.P.H. Applied Load 19 # ISq. Ft 23 # /Sq.. Ft. 26 ;f /So. Ft 29 # /Sq. Ft. 36 # /Sq.. Ft 36" 11'-2" 10'-2" 9'-7" 9'-1" 8'-2" 42" 10'-4" 9'-5" 9'-10" 8'-5" T-6" 48" 9'-8" 8'-10" 8'-3" T-10" 7'-1" 54" 9'-2" 8' +" 7'-10" 7'-5" 6'-8" 60" 8.4. 7'-10" T-5" 7'-0" 6-4 66" 66" 8'-3" 7'_6" 7•_1., 6,-8" 6-0" 72" 11' 7'-2" 779" 6'-5" 79" 78 7 -T 6'-11" 6'•6" 6'-2" 5'-6.. 84" 7'-4" 6'-8" 64_3'• 5'-11" 5.-4" 90" 7. 6'-S" 6'-1" 5'-9" 5'-2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Example: . Screen panel width "VY' = 60"; Maximum "H" for a 2" x 2" x 0.036" Hollow Extrusion = Using screen panel width ' W' (See typical glass room drawing.), select uprgnt height "H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINES - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX•(904) 767-6556 SEAL PAPS COPYRIGHT 1999 92 NOTTO BE REPRODUCED IN WHOLE OR IN PARTWITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. SENNETi. P.E. PAK SOLID ROOF PANEL PRODUCTS SECTION. 7 COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 8 x 9/16" S. M. S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL 10 x 1-1/2" S. M. S. OR WOOD WOOD SCREW (1) PER #8 x 9/16" S. M. S. SPACED RAFTER OR TRUSS TAIL @ 8" O. C. BOTH SIDES 10 X 3/4" S. M. S. OR WOOD EXISTING FASCIA SCREW SPACED @ 12"0. C. ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE 1/4" x #8 x 9/16" S.M.S. SPACED 1-1/4" TAPCON ANCHOR @ 8" O. C. BOTH SIDES OR EQUAL @ 24' O. C. FOR ROOF PANEL WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS ''-'.'.'.'.I ..... @ 12" O. C. .... EXISTING HOST STRUCTURE #8 x 9/16" S.M.S. SPACED WOOD FRAME, MASONRY OR @ 8" O. C. BOTH SIDES OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 1/4" = V-0" NOTES: WOOD STRUCTURES SHOULD--CONNECTTO 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 SHALL BE. EQUAL TO PANEL OR PANS "t". 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. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 43M SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4T74 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E.171 SECTION 7 1 SOLID ROOF PANEL PRODUCTS EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION 1 1" FASCIA (MINIMUM) j BREAK FORMED METAL SAME THICKNESS AS PAN MINIMUM) ANCHOR TO FASCIA AND RIB OF PAN AS 1 SHOWN 8x3/4"SCREWS @6"O.C. 8 x 1/2' SCREWS @ 6" O.C. ROOF PANEL LU a0 HEADER (SEE NOTE BELOW) 8 x 9/16" S.M.S...@ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" TAPCON ANCHOR OR EQUAL @ 24" 0. C. FOR WOOD USE #10 x 1-1/2" S. M. S. OR WOOD SCREWS @ 12" 0. C. ALTERNATE ROOF PAI'JEL TO WALL DETAIL SCALE: 1/4" = 1" NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG CORROSION RESISTANTS. M. S. W/ 1/2' WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1). EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-1774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT-1999 172. NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION, T I. SOLID ROOF PANEL PRODUCTS Allowable Spans -for Industry Standard Riser Panels for Various Loads. Aluminum Ailnv 31n5 14-14orH-25 3" x 12" x 0.019" Riser Panels Open BuildincisEnclosed Buildings Overhan Condition Wind R ion Applied Load Overhan Condition V T-O" 3'-0" NONE 1%0" 2-0" 3.0 4-0" 11'- 2 11'-8" 1Z-6- 13'- 102 M.P.H. 29 8'-5" 8'-7" 9'-4" 10' 11--7" jaglionaLoadNONE10'-4" -10" 1 V-9" 12'- 1" 110 M.P.H. 35 T-8" T-11" 8'-7" 9" 11'-1" 9'- 8" 10 1 V-2" 12' "' 120 M.P.H. 41 T-1" T-W- 9'-3" 10'-8" 9'- 1" y _9' 10' 8" 11'- 1" 125 M.P.H. 45 6-9" 7 7'-10" 9-0" 10'-5 8'- 3" 8'-11" 11" 11' " 140 M.P.H. 56 6' 063 4" 7' 3" 8'-0" 10'7" 3" x 12" x 0.026" Riser Pane O en•Buildin s Enclosed Buildings Wind R Ion Applied Load Ov - nq Condition Vy ion Applied Load Ove ng Condition NONE V-0" NONE V-0" T-0" T-0" 4'-0"102 M.P.H:17 13'-11" 14'-1" 14'-6"'2" 102 M.P.H. 29 10'-8" 10'-10" 11'-4" 12'•3" 13'-4" 12._ 7" 0 . P.H. 23 11'-11" 12'-1" 12'-7':4"' 03'-0" 0 M.P.H. 41 8'-11" 9'-2"9'-10" 10'-9" 12'-0" 125 M.P.H. 26 11'-3" 11'-5" 1a- -'-9" T-10 1029iM.P.H. 45 8'-T' 8'-9" 9'-5" 10'.5" 11'-8"140 M.P:H. 32 10'-2" 10' . " 10'-11"'-9" 2'-11" 1 H. 56 7'$" 3" x 12" x.0.032" Riser Panels - Buiidin s. Enclosed Buildin s Wind R ion Appli Overhanq Condition Wind R fan Applied Lo Overhanq Condition NONE V-0" 2'-0" 3'-0" 4'-0" E NONV-0" Y-0" 3'-0" 4'-0" 102 M.P.H. 17 15'-5" 15'-6" 15'-11" 16'-6" 17'-4" 1 102 M.P.H. 29 11'-9" 111.:1.1" 12'-5" 13.3" 14'-3" 110 M. 20 14'-Z" 14'" 14'-9" 15'-5" 16'-3" 110 M.P.H. 35 70•_9' 10-11' L' S" 12'-3" IT-5" 1T P.H. 125 M.P.H. 23 26 13'- 3" 12'- 5" 13'- 5" 92' 13'- 10" 14' 6" 15' 6" 13'. 10" 14'-10" 120 M.P.H. 125 M.P.H. 41 45 T- 11" 9'- 5" 10'- l" 9'- 8" 10'- 8 10- 3 V- 7" 11 12'- 9" 12'- 5' 140 M.P.H. 32 11'-3" 1177 11'-11" 12'-9" 13'-9" 140 M.P.H. 56 8'•6" 8'-9" Note: Total roof panel width = mom width plus wall width plus overhang. IV Allowable. Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 V 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buil Wind Region Load Overhang Condition Wind on 102 M.P.H. Load 29 Ove ang Condition NONE V-0" 2'-0" 3'-0" . 4'-0" V- 9" 9'-11" 1U-6" 11'-5" 12' 7" 2'- 0" 3'-0" 102 M.P.H. 17 12'4" 0" 110 M.P.H. 20 11'-11" 12'-5" 13'-2" 14- H. 35 8'-10" T-1" 9'-9" 10'-8" 1 V-11" 1 Z3 10'-11" 11'-1" 1 V-8" 12'-6" 13'-7" 120 M.P.H. 2» 8'-5" 9'-1" 10'-2" 11'-5" 125 M.P.H. 26 10'-3" 10'-0" 1V-0" 11'-11" IT-O" 125 M.P.H. 45 T-10" T-10" 11'-2" 140 M.P.H. 32 9'-3" 9'-6" 10'-1" 11'-1" 12•_3• 140 M.P.H. 56 7'•0" 7•_3. 8'-l" 9 - 8" 3" x 12" x 0.026" Riser Panels Open Buildings Enclosed Buildings Wind Region Applied Load . Overhang Condition Wind Region Applied Load Over ang Condition NONE 1 -0" 2'-0" 3'-0" 4'-0" NONE 1'-0" 2'-0" T-0" 4'-0" 102 M.P.H. 17- 16'-2" 16'-8" 17'•3" 18'-0" 102 M.P.H. 29 12'-4" 12'-0" 12'-11" 13'-9" 14'-9" 110 M.P.H. 20 14%11" '-0" 15'-5" 16--1" 16'-11" 110 M.P.H. 35 11'-3" 11'-5" 11'-11" 12'-9" 13%19' 120 M.P.H. 23 13'-11" 14'-0" 14'-5" 15'-1" 16-0" 120 M.P.H. 41 10'-5" 10'-T' 1 V-2" 12'-0" 13'-1" 125 M.P.H. 26 13'-l" 13'-2" 13'-8" 14'-4" 15'-4" 125 M.P.H. 45 T-11" 10'-1" 10'-8" 11'-T 12'-9" 140 M.P.H. 32 11'-9" 11'-11" 12'-5" 13'-3" 14' 3" 140 M.P.H. L 56 8'-11" 9'-1" 9'-9" 10'4" 11'•11" 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed Buildin s ind R I Applied Load' Overhanq Condition Wind R Applied V- 0" 2'-0" itlon T- 0" 4'-0" NONEV-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 7'-11" 18'-3" 18'-10' 2 M.P.H. 29 13'-8" 13'-10" 14'-3" 14'-11" 15'-10" 110 M.P.H. 20 16'-6" 16'- 18'-4" 110 M.P.H. 35 12'-5" 12'-T' 13'-1" 13'-10" 14'-10" 120 M.P.H. 23 15' " 15'-11" 16'-0" 1 41 1 V-6" 1 V-8" 12'-2" 12'-11" 14'-0" 125 M.P.H. 4'-5" 14'-7" 14'-11" 15'-8" 16'-6" 125 M.P.H. 45 J '-6" 13'J., 140 32 13'-0" 13'-2 13' 8" 14' 4" 15'-3" 140 M.P.H. 56 9'-10" 10'-1" 10'-8" 11' 6" 12'-8" Note: Total roof panel width = room width plus wall width plus overhang. Lawrence. E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE ( 904) 767-4774 FAX ( 904) 787.6556 SEAL IPAGE1 78 I NOTT OBIER PRODUCEDIN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. I SECTION 9 y FASTLNERS M FASTENERS FOR OPEN BUILDINGS / _OADS & AREAS Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (23 # / SF) For blind Regions other than 120 MPH. Use Conversion Table at Bottom of this oace) CONNECTING TO: WOOD for OPEN Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 1 3 4 1/4"0 1" 264# - 11 SF 52.84- 21 SF 792# - 32 SF 1/4"o 1-1/2" 396# - 16 SF 75,2# - 32 SF 1188# - 48 SF 1/4"o 2-1/2" 660# - 26 SF 1320# - 53 SF 1980# - 79 SF 5/16"o 1" 312# - 12 SF 6'A# - 25 SF 936# - 37 SF 5/16"o 1-1/2" 468#- 19 SF 9:.6tt- 37 SF 1404#- 56 SF 5/16"0 2-1/2" 780# - 31 SF 15,30# - 62 SF 2340# - 94 SF 3/8"o 1" 356# - 14 SF 712# - 28 SF 1068# - 43 SF 3/8"0 1-1/2" 534# - 21 SF 1068# - 43 SF 1602# - 64 SF 3/8"0 2-1/2" 890# - 36 SF 1730# - 71 SF 2670# - 107 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for OPEN Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 3 TYPE OF FASTENER = Concrete Screw (Rawl Tapper or 3116"o 1-1/4" 343#- 14 SF 1/4"0 1-1/4" 512# - 20 SF TYPE OF FASTENER ='Quick Set' Concrete Screw (Raw 1/4"0 1-1/4" 227# - 9 SF TYPE OF FASTENER = Expansion Bolts (Rawl -Bolt or Ei 1/4"e 2" 568# - 23 SF 3/8"o 2-1/4" 1441#- 58 SF 1/2"o 3" 1985# - 79 SF 686# - 27 SF 1029# - 41 SF 1027- 41 SF 1536# - 61 SF Zarnac Nailin or Equivalent) 454#- 18 SF 681#- 27 SF 1056# - 42 SF 1584# - 63 SF 2640# - 106 SF 1248# - 50 SF 1872#- 75 SF 3120# - 125 SF 1424# - 57 SF 2136# - 85 SF 3560#- 142 SF 4 1372# - 55 SF 20489 - 82 SF 908# - 36 SF t 136# - 45 SF 1704# - 68 SF 1 2272# - 91 SF 2882# - 115 SF 4323# - 173 SF H79409764# - 231 SF 3970# - 159 SF 5955# - 238 SF - 318 SF CONNECTING: POSTS to BEAMS using BOLTS for OPEN Buildings Fastener Diameter Number of Fasteners 1 2 3 Sq. FL Sq. FL Sq. Ft. 1/4"o 1468 - 59 2336 - 117 4404 - 176 318"o 3710 - 148 7420 - 297 1 1130 - 445 1/2"o 6596 - 264 12192 - 528 19788 - 792 Length of Bolt to be Siee of Post +'W' (Typical) WIND LOAD CONVERSION TABLE: For Wind Zones/Regions other than 120 MPH (Tables Shcwn), multiply allowable loads and roof areas by the conversion factor. WIND REGION CONVERSION FACTOR 102 1.35 110 1.15 120 1.00 140 0.88 160 0.72 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE COPYRIGHT 1999 202 NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. w ' V SECTION. 9 FASTENERS. Allowable Loads On Screws.And Bolts As Recommended By.Manufacturem) Self -Tapping and Machine Screws. Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Metal to Metal Screw Diameter Shear (lbs.) Double ShearPull Out lbs. lbs.) 8 418 836 2 90 16 0 418 836 Metal to Plywood 1/ 2" 4-ply 5/8" 4 ply 3/4" 4 Pull Out Pull Out ScrewDiameterShear (Ibs.) I retie I I Shear (Ibs.) I nti. Shear (Ibs.) Wood Lag Screw Loads lesion Snuthwm Pina S r: n 5q nr Fnnivnlnnf 1_•119•• TMi.•Lnecc Screw Diameter Shear (Ibs.) Double Shear lbs. Withdrawal lbs. 114' 1 0 235 396 16 210 3M 624 3 8 240 480 712 Concrete Screws And Bolts In Concrete, Brick or C.M.U. Embedment Must Be a Minimum of 1-1/2" Thickness With 1-1/4" From Ed e) Screw Diameter 1 4' 2, 000# Concrete 3,00 oncrete Tension ( Ibs. Shear Tension (Ibs.) Shear 757 319 825 3 2 516' 1,057 1,184 898 3/ 8' 1,443 1.443 1.776 1, 03 Aluminum Rivets with Aluminum Mandrel" Screw Diameter Tension (Ibs. Shear 118' 129 176 5/ 2 187 263 3 16 252 375 Aluminum Rivets with Aluminum Mnnriral Screw Diameter Tension (Ibs. Shear 1/ 81, 210 32 5 340 1490 364420Screw goes through two sides of members. All barrel lengths; Celus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use chart. To Select screw U.S. rivet substitution of anchor specifications in drawings. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 904) 767-4774 FAX ( 904) 767-6556 SEAL PAGE t © COPYRIGHT 1999 20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. FLOOR PLAN 411 = I 1-011 13' S.W.S. 2'-4" , Y-O" q 26I OGT. F.G. TEMP. 24'-O" r 5LAWPORCH LOCATION ARLINGTON . 4 10'-01 1 I F I I I P I i 01; C, u 10' 5.WS. (I i1 t,nF,A c, , n 4 J' FOUN DAT I O N-E_:_A SCALE: 1/4"=1'-0' l'-4 ° z 0 co to co co 5LAB/PORCH LOCATION ARLIN6TON ' 4 24'-0" I I I 3 I/2" GONG. SLAB W THK'N N WG F'C = 2500 P51 EME IN BAR CON'T. I REINF. WWF 6XbXW1.4XW1.4 20'-O° 6'-0" 4 '-4 ° I I I Sl° X '1 F,6, I IU SLAB 1 I f I 0 W A.