6107 SILVER OAKS DR - Laserfiche WebLink

Browse Search

j.. j THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE =LORIDA BUILDING CODE 2001. ENGINEER'S NOTES: THE BASIC DESIGN WIND SPEED = 110 MPH (3 SECOND GUST) THE IMPORTANCE FACTOR =1.0 THE EXPOSURE CATEGORY = B THE INTERNAL PRESSURE COEFFICIENT = +!- 0.18 THE DESIGN WIND PRESSURE MWRFS = 20 I -24 PSF THE DESIGN WIND PRESSURE COMPONENTS AND CLADDING = 221 -29 NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED DESIGN WIND PRESSURE RESULTING FROM THE 110 MPH WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PLUMBING ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3" VENT STACK PIPE WILL BE VENTED THROUGH THE ROOF. EXTERIOR OPENINGS ALL WINDOW AND DOOR OPENING INSTALLATION METHODS ARE DETAILED IN THIS PLAN, BUT IT WILL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE WINDOWS ARE INSTALLED AS PER THE MANUFACTURES ENGINEERED DRAWINGS AND THAT A COPY OF SAID DRAWINGS ARE ON THE JOBSITE AT THE TIME OF INSTALLATION. ROOF TRUSSES / FLOOR TRUSSES ALL TRUSS BRACING WILL BE SPECIFIED BY THE TRUSS COMPANY EXCEPT FOR GABLE END DIAPHRAGM BRACING DESIGNED FOR THIS PLAN. THIS WILL INCLUDE THE TEMPORARY TRUSS BRACING THAT WILL BE FURNISHED WHEN THE TRUSSES ARE DELIVERED. T- BRACING THAT IS SPECIFIED ON SOME ENGINEERED TRUSS DRAWINGS MAY BE SUBSTITUTED WITH ALTERNATE BRACING. (1) 2X4 CLB MAY BE SUBSTITUTED FOR (1) 1X4 "T" BRACE AND (2) CLB's MAY BE SUBSTITUTED FOR (1) 2X4 "T" BRACE. CLB's ARE TO BE EQUALLY SPACED. ( CLB - CONTINUOUS LATERAL BRACING) THIS INFORMATION WAS OBTAINED THROUGH ALPINE ENGINEERED PRODUCTS 1950 MARLEY DRIVE HAINES CITY FLORIDA 33844 (941) 422 -8685 WALTER P. FINN P.E. PRE - ENGINEERED ROOF TRUSSES 24" OC MAXIMUM SPACING TC LL 30.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF 10d TOT.LD. 47.0 PSF DUR.FAC. 1.33 DEFLECTION MEETS L ! 360 LIVE AND L 1240 TOTAL LOAD DESIGN CRITERIA: FLOOR TRUSSES SPACING 16" AND 24" OC DEPTH 16" TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF TOTAL LOAD 55.0 PSF DURATION FACTOR 1.00 DEPTH AND SPACING MAY VARY GABLE TRUSS VERT WEB L- BRACING NO BRACING REQUIRED FOR WEBS UP TO 4' -1" IN LENGTH. USE (1) 1X4 L -BRACE FOR WEBS UP TO 6' -1" USE (1) 2X4 L -BRACE FOR WEBS UP TO 8' -0" USE (2) 2X4 L -BRACE FOR WEBS UP TO 9' -8" USE (1) 2X6 L -BRACE FOR WEBS UP TO 12' -6" USE (2) 2X6 L- BRACES FOR WEBS UP TO 14' -0" NAIL L- BRACES WITH 10d NAILS 2" OC IN 18" END ZONES AND 4" OC BETWEEN ZONES PROVIDE FOR CONNECTIONS OF 160 PLF OF UPLIFT OVER CONTINUOUS BEARING 112" CDX OR OSB SHEATHING NAILED WITH 8d COMMON NAILS 6" OC IN ALL AREAS EXCEPT IN THE AREA 8' IN ON EACH GABLE TO BE NAILED 3" OC. RIDGE VENT PER SEC. 2309.7 2X4 DIAGONAL BRACING @ 48 "OC NAILED WITH 2 1; AT THE TOP CHORD OF THE TRUSS THE BOTTO CF THE TRUSS AND INTO THE STRINGEk. 2X4 STRINGER 48'0 C NAILED WITH (2) 12d COMMONS IN EACH TRUSS THE STRINGER IS TO BE CONTINUOUS THE ENTIRE LENGTH OF THE BUILDING- IN LIEU OF STRUCTURAL CEILING PANEL . 2X4 BLOCKING BETWEEN TRUSSES 48'0 C NAILED WITH (2) 12d NAILS EACH END GABLE BRACING DETAIL / FRAME WALLS FOUNDATION NOTES A CONCRETE ENCASED "LIFER" ELECTRODE IS REQUIRED PER ART 250 -50 1999 N.E.C. INSPECT PRIOR TO CONCRETE PLACEMENT THESE PLANS WERE DESIGNED BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSI (MIN.) IT IS THE CONTRACTOR 1 HOMEOWNERS RESPONSIBILTY TO INSURE THAT THIS MIN IS PROPERLY PREPARED AND COMPACTED. GABLE TRUSS BRACING SEE CHART THIS PAGE 112" CDX OR OSB SHEATHING NAILED WITH 8d COMMON NAILS 6" OC N ALL EDGES AND IN THE FIELD EXCEPT AS NOTED RIDGE VENT PER SEC. 2309.7 2 DIAGONAL 48" 0 C NAILED WITH (2) 12d COMMONS >, TOP CHORD OF TRUSS, BOTTOM CHORD OF RUSS AND INTO THE SIDE OF THE STRINGER 2X4 STRINGER 48" 0 C NAILED WITH (2) 12d COMMONS IN EACH TRUSS 112' CEILING DRYWALL 2X4 BLOCKING BETWEEN TRUSSES 48" O C NAILED WITH (2) 12d NAILS EACH END r NAIL THIS AREA 3" OC OOF Tf USSE GABLE TRUSS BRACING PER TRUSS COMPANY SEE CHART THIS PAGE " 12 12 USE 16d NAILS @ 8" OC TO ATTACH TH BOTTOM CHORD OF THE GABLE TRUSS TO THE TOP PLATE NAILER AND 8d NAILS TO ATTACH THE SHEATHING TO THE GALE TRUSS ATTACH 2 X 8 PT NAILER ❑ 8" EXT BLOCK WALL TO THE BLOCK WALL WITH I I 6" J -BOLTS 48" OC ALONG ENTIRE LENGTH OF THE WALL. GABLE BRACING DETAIL / BLOCK WALLS PAGE 5 GARAGE DOOR DETAIL / FRAME WALLS ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONSTRUCTION TERMITE TREATMENT PER FBC 1816.7 INITIAL SOIL POISONING TREATMENTS SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTING ARE COMPLETED. ALL CRAWL SPACES WILL HAVE AT LEAST (1 SF OF OPENING FOR EVERY 150 SF) OF CRAWL SPACE. THE OPENINGS SHALL BE ARRANGED TO PROVIDE CROSS VENTILATION AND COVERED WITH CORROSION RESISTANT WIRE MESH. PLUMBING AND ELECTRIC IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNTER HEIGHTS AND WITHIN 6' -0" OF SINKS SHALL BE GFI ( GROUND FAULT INTERRUPTER) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS SMOKE DETECTOR PER SEC.905.2.5 ---------------- _SPLICE BLOCK 1 0-011 EXT WALL 10d NAILS BOTTOM EDGE 3" OC DBL ROWS -- --- L- --- --- 1 - - - - - -- - _-_ -- - _-_- _ -_ -_ -- - - - -- - -- - - - --- - -- - - -- - - -_ Od NAILS BOTTOM EDGE 10d NAILS BOTTOM EDGE 3" O C DBL ROWS 3" OC DBL ROWS UPLIFT CAPACITY OF 15132" WOOD STRUCTURAL PANEL SHEATHING FOR BOTH SHEARWALLS AND UPLIFTS SIMULTANEOUSLY ( 855 PLF) DRAWN BY R S HANLEY ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE 7114102 CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. SCALE: 1/4" = V -0" D.W. SMITH ENGINEERING - FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING I HEREBY CERTIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 FLORIDA BUILDING CODE 2001 FOR 110 MPH (3 SECOND GUST) WIND ZONE. 352 - 521 -0865 OFFICE 352- 521 -0867 FAX. 8 0 . 011 �NAiLift�`�� RD F OOF T USSE j 10d NAILS TOP V 3" 6C DBL RbWS I I V -------F-------I-------- I ( ------1--------I-------- O 10d NAILS BOTI) EDGES ROW 3" C DBL I I � III V i I V o I I o I o I v � I N I cn 0 I I 0 co J i w w I o I F I o 0 l z I � rn R I R l R z I z 1 z 0 0 0 I I I I 1 0-011 EXT WALL 10d NAILS BOTTOM EDGE 3" OC DBL ROWS -- --- L- --- --- 1 - - - - - -- - _-_ -- - _-_- _ -_ -_ -- - - - -- - -- - - - --- - -- - - -- - - -_ Od NAILS BOTTOM EDGE 10d NAILS BOTTOM EDGE 3" O C DBL ROWS 3" OC DBL ROWS UPLIFT CAPACITY OF 15132" WOOD STRUCTURAL PANEL SHEATHING FOR BOTH SHEARWALLS AND UPLIFTS SIMULTANEOUSLY ( 855 PLF) DRAWN BY R S HANLEY ALL THE INFORMATION ON THIS PAGE IS INTENDED TO BE CORRECT BUT MISTAKES CAN BE MADE AND IT IS THE RESPONSIBILITY OF THE 7114102 CONTRACTOR TO VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAILABLE TO HELP RESOLVE ANY PROBLEMS. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. SCALE: 1/4" = V -0" D.W. SMITH ENGINEERING - FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING I HEREBY CERTIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 FLORIDA BUILDING CODE 2001 FOR 110 MPH (3 SECOND GUST) WIND ZONE. 352 - 521 -0865 OFFICE 352- 521 -0867 FAX. 8 0 . 011 �NAiLift�`�� RD F OOF T USSE j GARAGE DOOR DETAIL / BLOCK CONSTRUCTION ® 0 V ® ® ® 0 0 0 V O I ( A MINIMUM OF 2X6 PINE GRADE LUMBER AROUND DOOR OPENING ATTACHED WITH (4) 112" X6" LAG BOLTS SPACED EQUALLY EACH SIDE AND 24 ACROSS THE TOP. O GARAGE DOOR DETAIL / BLOCK CONSTRUCTION 12" MAX. OVERHANG WITHOUT THE USE OF DROP GABLES NAIL GABLE TRUSS BOTTOM CHORD TO LEDGER WITH 12d COMMONS 8" OC NAIL LEDGER TO TOP PLATE OF EXT WALL WITH 12d COMMON NAILS 8" OC ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. GARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO '110 MPH WIND LOAD ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. 'JARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO 110 MPH WIND LOAD ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MAY BE REPLACE WITH THOSE OF GREATER OR EQUAL VALUES. 0 ® 0 0 V ® ® ® 0 0 0 V O I ( A MINIMUM OF 2X6 PINE GRADE LUMBER AROUND DOOR OPENING ATTACHED WITH (4) 112" X6" J -BOLTS SPACED EQUALLY EACH SIDE AND 24110C ACROSS THE TOP. O 12" MAX. OVERHANG WITHOUT THE USE OF DROP GABLES NAIL GABLE TRUSS BOTTOM CHORD TO LEDGER WITH 12d COMMONS 8" OC NAIL LEDGER TO TOP PLATE OF EXT WALL WITH 12d COMMON NAILS 8" OC ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. GARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO '110 MPH WIND LOAD ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. 'JARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO 110 MPH WIND LOAD ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MAY BE REPLACE WITH THOSE OF GREATER OR EQUAL VALUES. I I V I I I I V O I ( O O � III I I I rn tti I w I w I v I a I o z I ( vi v co J i J R z z I l 0 0 l 0 V_ I I I L J 12" MAX. OVERHANG WITHOUT THE USE OF DROP GABLES NAIL GABLE TRUSS BOTTOM CHORD TO LEDGER WITH 12d COMMONS 8" OC NAIL LEDGER TO TOP PLATE OF EXT WALL WITH 12d COMMON NAILS 8" OC ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. GARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO '110 MPH WIND LOAD ALL DOOR HARDWARE TO BE INSTALLED PER MANUFACTURES SPECIFICATION WITH THE SAME ALLOWANCE FOR 110 MPH WIND. 'JARAGE DOOR TO BE REINFORCED TO WITHSTAND UP TO 110 MPH WIND LOAD ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MAY BE REPLACE WITH THOSE OF GREATER OR EQUAL VALUES.