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l... II 1 1 1.-- I ENGINEERED WOOD TRUSSES BY OTHERS @ 24" O.C. MAX 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE 15/32" 4 PLY CDX OR OSB W18d RING SHANK NAILS 6" O.C. 4" O.C. FOR FIRST 3 TRUSSES FROM CABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 --, INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 ATTIC INSULATION MIN R38 0" CEILING TYPE GYPSUM BOARD---"' ACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7" O.C. MAX (2 2X4 TOP PLATE WW SIMPSON SP-2 EACH STUD F 10456.10 1 /2" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7 O.C. MAX 2 4 PT BOTTOM PLATE W SIMPSON SP-1 EACH STUD F 10456.10 SUB FLOOR INSULATION MIN R38 3/4" APA RATED FLOOR SHEATHING GLUED & NAILED FASTEN TRUSS TO DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT ATTACH PER MANUFACTURERS SPECS FL 10456.2 CONTINIOUS ALUM DRIP EDGE OR GUTTER ATTACHED PER MANUFACTURERS SPECS 2X4 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS ALUMIMUM SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SPECS. 2X4 STUD WALL @ 16" O.C. WITH 1 /2" CDX OR OSB WALL SHEATHING NAILED 3" O.C. ON TOP AND BOTTOM PLATES AND 6" O.C. ON STUDS, USE TYVEK OR EQUAL HOUSE WRAP COVER WITH VINYL SIDING OR EQUILVALENT. ATTACH PER MANUFACTURERS SPECS MIN. R-13 INSULATION 2X4 PT BOTTOM PLATE FASTEN TO PLYWOOD FLOOR WITH 16d COMMON NAILED 12" O.C. MAX -I `2X8 PT BOARD FASTEN TO CONCRETE BLOCK WITH 1 /2" X 3 WEDGE ANCHORS �X`6 CONCRETE BLOCK COLUMN WITH 2) #5 REBAR VERTICAL REINF. 20"X20"X20" CONCRETE PIER WITH (4) #5 REBAR REINF. MAT CRISS-CROSS 00 WATT, SECTION OP7<IONAL: LEAD OGOT FLAbLN�s W/ Nil6ARAL FLMGE aET N PLA6TIG IiO� C@!�R Leff STAQC = R&SM rM so + LGC rm 11EXfOLE OOOT FLA&M WIN M1E�C,fRAL RAW SET N "Tro PAW cum W&L 11111At42 OVER SHWAS AT BASE NSTALL INNINA GVW FLANGE AT BEAD GWWA.E 1 AVM GYM r FELT GVER V*8 M OR &No CPX F'LTW= N01ESe L 161ALL N STINCT Ulm MMFAC1URM WlI M NSTRIGTIONS 2. AMY MOM COW OR 6El.F-ADNERNG RLAO" OVER MANGE AT BEAD ONLY ROOF PENETRATION FLASHING DETAIL TYPICAL INTERIOR NON -BEARING WALL OVA QTi in WALL SPACED 16" O.C. CORNER POSTS FIGURE R602.3(2) REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R306.3.1 EXCEPTIONS. 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R306A HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS O SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR 3. GLAZING INSTORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS, SAUNAS, STEAM ROOMS BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL �E�NCLOSING THESE COMPARTMENTS WHERE THE fi&i6M EXPOSED EDGE O THE GLAZJNG 8. N A INLAN LESS DUAAL00 I �D OR OPEMRABLE MEASURED ADJACENTTOTOGA DOOR WVE ANY HERETHENEAREST OR VE SURFACE. LEDGE IS WITHIN d 244NCHXSIOMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 80 INCHES (1524MM) ABOVE THE FLOOR OR WALIGNG SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE THAT MEETS ALL OF THE FOLLOWING CONDIII(SNS: 7.1 `DOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.838 M2). 72 BOTTOM EDGE LESS THAN 18 INCHES 457 MM ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES 914 MM; ABOVE THE FLOOR 7A ONE OR MORE WALKING SURFACES IN 38 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. AL.! GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLA23NG IN WALLS AND FENCES ENCLOSING INDOOR AND (OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE INCHES MM IiORIZONTTTOM EDGE ALLYiOF711E WAIS LESS THAN 80 TER'S EDGE SINCHES SSF APPLYMTO SINGLE VE AWALI(ING SURFACE GLAZING RAND ALL PANES IN MIULITIPL GLAZING 10. GLA�NG ADJACENT 70 STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES 914 MM) HORIZONTALLY OF A WALKNG SURFACE WHEN THE EXPOSED SURFACE OFTHE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE O THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 80 INCHES 1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 00 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH AICH A 3-INCH(78 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1 6 OR 7. 3. GLAZING IN SECTION R308A, 69A 8, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.42, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308A ITEM 2 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM)_ _ABOVE THE FLOOR THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %NCI£ lIWA)N HEIGHT. S. OUTBOARD PANES IN INSULATING GLASS UNITIS 25 FEET S 7gAND OTHER MULTIPLE GLAZED PANELS IN SECTION R308, WALIONG .4 REM 7 WHEN THE HORIZONTAyLMyED�G�E OF THE N 45 DEGREES �0g79 RABp�(SF HORIZON TALESpU�R�FACE ADJACEOR MORE ABOVE NT TO hiFE GLASS EXTERIOR' dR OTHER 8. MI�RS AND OTHER GLASPANELS MOUNTED ORYING WITH ON A SURFACE TTHHATT OF DEES ACONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R306.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS COMI26iNG WITH 92 THE PLANE OF NEGGLASS IS GREATER THEN IS INCHNS ES (45577 �MM)1014 FROM THE RAILING. F THE FLORIDABUILDING CODE, BUILDING; AND FASTEN ENGINEERED TRUSS AND DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN DOUBLE 2X4 WALL STUD AND DOUBLE TOP PLATE WITH SIMPSON DSP RATED 775# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER MANUF. SPECS FL 10852 FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE WITH SIMPSON SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X6 HEADER AND 2X4 CRIPPLE WITH SIMPSON LSTA9 RATED 740# UPLIFT FASTEN PER MANUF. SPECS FL 10852 R6 (110, JBLE 2X6 HEADER REFER TO TABLE R602.7(1) )2.7(2) FOR NUMBER OF JACKS PER OPENING 2X4 STUD WALL SPACED 16" O.C. FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE WITH SIMPSON SP2 RATED 1565# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 STUD WALL SPACED 16" O.C. EXISTING PERIMETER BEAM FASTEN 2X4 STUD WALL AND 2X4 BOTTOM PLATE WITH SIMPSON SP1 RATED 585# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 PT BOTTOM PLATE ATTACHED TO PLYWOOD FLOOR WITH 16d COMMON NAILS SPACED 8" O.C. TYPICAL EXTERIOR WINDOW FRAMING DETAIL x4tiq o�P<f1 hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 J _.• . xe E N.o ,.•._ *IS STRUCTURAL LUMBER : INTERIOR LOAD BEARING WALLS SPF #2 ALLLL ALL EXTERIOR FRAMING SPF2 S#2 OR HzFE�UALITY OR BETTERADERWBASSS,0OMNkSTO BSSNNYP �hi��TNW�O 5�EFXPR1 EO�REE11il 6'ASTRU ORAL 1 HA b.OE APA RATED STRUCTURAL LL WL 0 B USED PLAIPCE OFP1�(WOOD IA8 SUB FLOORING AND�R�ATRa NTH 1�CONCR N PR PTE IN0136CEIVE AO STANDARTD RGRADEPPRIESSURE TRE��ING. IR GNA TlBRl1�l IETODdU T WgPRpDT RTH If� NTEORgrSIGN I l' AAION CFA R ANHT AL P ATE CNOD, DA W 0 RU SES BY THE �TgPIEp-�W2r�10pp0pp�, SSBHAILL N T BE IN DIRECT CpNTACT WITH N�RETE. SEAT PLATES SHALL BE DP AT BEARING LOCATIONS WITHOUT W7V1 TOP PLATES. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL I-�JCKNESS 7OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1 J8 THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS FASTENERSAND TIEDOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO RHBNQS?vI TAL PS 61, AN MSTM�SOADE DE B 0 Fy y 46KsiKsi S UA�E��ETAL NG S A 5 AD F y Ksi SHEET METAI GALVANIZED NAILS SHALL F, TS IES ALL ONOA3RM0 TO : Fy = 33KsiWITH G90 ACCORDANCE WITH ASTM A525-87. : COSSMMOMN WARE NAILS WITH MINIMUM �SDIAMETER N AESXTER C IV�NA X= N�' 3 D RROSI�7 CC�ATINGR BY MANN FACTORER IOR gqDO��WNNNIIS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED NtTALLED�INNACCO'kDOANCEHWIITHETHL AND DANS AND TRUSS _RETES USED FOR �PLIF A �0 RE SST SET P��R z0 SPACING NG AN ALISS q �yA�-L II B IN RA TO0 ANCE )ES. E oREINFNORITU TO 0 D WHILIE RL�NG�G OUT. BE PLANS. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11,4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. FASTEN ENGINEERED TRUSS AND DOUBLE TOP PLATE WITH SIMPSON H2.5A RATED 600# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN DOUBLE 2X4 WALL STUD AND DOUBLE TOP PLATE WITH SIMPSON DSP RATED 775# UPLIFT FASTEN PER MANUF. SPECS FL 10456 FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER MANUF. SPECS FL 10852 FASTEN 2X6 HEADER AND 2X4 CRIPPLE WITH SIMPSON LSTA9 RATED 740# UPLIFT FASTEN PER MANUF. SPECS FL 10852 EXISTING PERIMETER BEAM FASTEN 2X4 STUD WALL AND 2X4 BOTTOM PLATE WITH SIMPSON SP1 RATED 585# UPLIFT FASTEN PER MANUF. SPECS FL 10456 2X4 PT BOTTOM PLATE ATTACHED TO PLYWOOD FLOOR WITH 16d COMMON NAILS SPACED 8" O.C. TYPICAL EXTERIOR DOOR FRAMING DETAIL MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE; 813-469-2289 E-MAIL: dwsf l pe@earth h nk, net RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay. rr. com D ETAI LS I SHEET OF 5 OF 7 SCALE DATE JOB NO. DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. GOLLHARDT D.W.S.,p.e. ENGINEER LICENCE ##53608