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r\~ - -I ! ROOF SHEA THING NAIL IN TERIOR 8 d NAILS (RINGSHANK) 6" O,C, ../ 15# ASPHALT FEL T ~ UNDERLAY~~, ~. ~ ~~ _ .'" /,,<~ ,-\ ~\-, '\~C' "" 0.. ? '. ,/./,/ ~,// '\ ME TAL DRIP EDGE @ RAKE APPLIED OVER -- UNDERLAYMENT ./ ./ /' ,/ ./ ,/' ./ ./: ~ ~/~ ,,/ , ./ ROOF SHEA THING NAIL @ EDGES 8 d NAILS (RINGSHANK) 4" O,C, ME TAL DRIP APPLIED OVER SHEA THING ASPHAL T CH-1EN T I USE ONLY ENOUGH NAILS TO HOLD I UNDERLA YMEN T IN PLACE UN TIL SHINGLES I ARE LAID, ./ ,/ ./ ,/ ./: .......-: .......-: 1. ROOF COVERING SHALL BE APPLIED IN ACCORDANCE WI TH fHE APPLICABLE PROVISIONS OF SECTION 1507, FBC, 2001, 2. FOR ROOF SLOPES 2: 12 UP TO 4: 12 UNDERLA '(MEN T SHALL BE A MINIMUM OF 2 LA YERS APPLIED AS FOLLOWS: I SEE ABOVE, FBC 1507,,3.8.1 , 3. FOR ROOF SLOPES 4: 12 OR GREA TER, UNDERLA YMENT SHALL BE A MINIMUM OF ONE LA YER OF UNDERLA YMEN T FEL T APPLIED AS FOLLOWS: STAR flNG AT THE EAVE UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION PARALLEL TO THE EAVE, LAPPED 2" I AND FASTENED SUFFICCIENTL Y TO STAY IN PLACE UNTIL SHINGLES ARE LAID FBC 1507.3.8,2 4. DRIP EDGE: SHALL BE PROVIDED A T EAVES AND GABLES OF SHINGLE ~OOFS AND ! OVERLAPPED A MINIMUM OF 2 INCHES, EAVE DRIP EDGES SHALL EX TEND 1/4" BELOW SHEA THING AND EXTEND BACK ON THE ROOF 2 INCHES, DRIP EDGE SHAL4 BE ; MECHANICALLY FASTENED A MAXIMUM OF 12" ON CENTER, FBe 1507,3,9,3 ROOF UNDERLA YMENT APPLICATION 15# ASPHALT FEL T UNDERLAYMENT _~ METAL DRIP EDGE @ RAKE APPLIED OVER / 7 ) rr I I ~ (UNDERLAYMENT ~ / ~~ - 1 START THIRD COURSE - -tv! -- WITH FULL S fRIP MINUS r--~ - - - J / FIRST TAB -L II II n ~r1L?r--iL - - ~ JL- -1L /1 1/ II 7r-L I I -- 1/ /1 ~ifi1L- 1-- --1 METAL DRIP APPLIED ~,.~~}!;~ /I---f{-~ _ ~--1 OVER S~EA THING -'1 / I 9" STARTER STRIP OR L START SECOND COURSE COU~SE OF INVERTED SHINGLES WITH FULL STRIP MINUS START FIRST COURS: - - 1/2 TAB WITH FULL STRIP I I 1 ! f f I ROOFING APPLICATION: 1. ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE APPLldABLE PROVISIONS OF SECTION 1507 FBC AND THE MANUFACTURES INSTALLA TlON INSTRUCTIONS. 2. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF 2: 12 OR GREATER FOR ROOF SLOPES FROM 2: 12 UP TO 4: 12 DOUBLE UNDERLA YMEN T APPLlCA TION IS REQUIRED, , 3.UNlESS OTHERWISE NOTED, REQUIRED UNDERLA YMENT SHALL CONFORM WITH ASTM 0 226 TYPE 1, OR ASTM 0 4869, TYPE 1, FBC 1507,3,3 4. SELF ADHERING BITUMEN SHEET SHALL COMPLY WlTH ASTM 0 225 OR ASTM D 3462, FBC 1507.3.4 5. ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE NTERLOCKING, AND COMPLY WITH ASTM 0 225 OR ASTM D 3462, FBC 1507.3,5 l' 6. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS MINIMUM OF 12 GA (O,105INCH, SHANK WITH A MINIMUM 3/8" DIAMETER HEAD OF A WHERE THE ROOF SHEA THING IS LESS THAN 1/4" THICK, THE NAILS SHALL PENENTRA TE THROUGH THE ROOFING, FBC 1507,3,6 I 7. ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP OR TWO FASTENERS PER INDIVIDUAL SHINGLE. UNLESS OTHERWISE NOTED ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH ASTM 0 3161 (MODIFIED TO 110MPH) OR M-DC PA 107-95 I~ENGTH TO PENE TR ATE TH ROU GH THE ROOFIN G M A TERI~LS AND A MIN IMU M OF 3/4" IN TO THE ROOF SHEA TH I N G. 4, ~ 3 : I I i i I i 4E ~r roof angle in terior /zone ,/ ....... ,3 '" \ \ end 2 yzone \ \ \ ) lE I I ! I --- I LONGIT~DINAL-- ~~ LONGli5DINAL~~ /< - '---------- 20 range Nind direction : :-' ~~---,--y---~:~~.---'----' " .. '- '-''''- - ,P - 0" "_'r",,,"t,,~, "0" " . ' - ....~~-: ! , ' ;1 DESIGN CRI TERIA: J WIND DESIGN SPEED......,...,..,120 MPH ALL FRAMING MA TERIALS #2 SPRUCE HEADERS BEAMS AND COLUMNS #2 Syp, FOUNDATION NOTES:. TO BE POS TED NEAR THE\ WA TER HEATER OR ELECTRICAL PANEL: 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMI TETREA TMENT PROVIDER AND NEED FOR RE-INSPECTlON AND TREA TMENT CONTRACT RENEWAL FBC 104,2,6 2, CONDENSA TE AND ROof DOWN SPOU TS SHALL DISCHARGE AT LEAS T 12" AWAY FROM BUILDING WALLS. FBC 1503.4,4 3. IRRIGATION/SPRINKLER: SYSTEMS, INCLUDING WALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHN 1'-0" OF THE BUILDING SIDE WAllS, FBC 1503,4.4 4, TO PROVIDE FOR INSPE:CTlON FOR TERMITE INFESTA TION, BETWEEN WALL COVERING AND FINAL EARTH, GRADE SHALL NOT BE LESS THAN 6". EXCEPTION: PAINT O~ DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8"THICK ADHERED DIRECTLY TO THE F'OUNDATION WALL FBC 1403,1.6 5, INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. FBC 1816.1.1 6, SOIL DIS ruRBED AFTER THE INI TlAL TREA TMEN T SHALL BE RE- TREA TED INCLUDING SPACES BOXED OR FORMED, FBC 1816.1.2 7, BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUEN T INSTALLA nON OF TRAPS ECT, SHALL BE MADE OF PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH H1A TWILL EUMINA TE DISTURBANCE OF SOIL AFTER THE INITIAL TREA TMEN T. FBC 1816.1.~ 8, A MINIMUM OF A 6 MI~ VAPOR BARRIER MUST BE INSTALLED fO PROTECT AGAINST RAIN FALL DILUTION. IF R~IN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE - TREA TMENT IS REQUIRED. FBC 1816,1.4 9. CONCRETE OVER POURAND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EX TERldR SOIL TREA TMEN r. FBC 1816.1. 5 10, SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE ST~CTURE WALLS FBC 1816.1.6 11. AN EXTERIOR CHEMIC BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE. BARRIER IS A ,PUED. SHALL BE RE- TREA TED. FBC 1816.1.6 12. ALL BUILDINGS ARE Rt,OUIRED TO HAVE PRE-CONSTRUCTION TREATMENT. FBG 1816,1.7 13. A CERTIFICATE OF CO~PUANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTlF1CA TE OF COMr)L1ANCE SHALL STA TE "THE BUILDING HAS RECEIVED A COMPLETE fREA TMEN T FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREA TMEN T IS IN ACCORDANCE WITH THE R~LES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES:. FBG 1816.1.7 14. AFTER WORK IS COMP~ETED. LOOSE WOOD AND FILL MUST REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUf~DING. THIS INCLUDES ALL GRADE STAKES. TUB TRAP BOXES, FORMS. SHORING OR OTHR CELLULOSE CONTAINING MATERIALS. FBC 2.303.1,3 15. NO WOOD, 'lEGE T A TIO . S fUMPS, CARDBOARD, TRASH. ECT., SHALL BE BURIED WI THIN , 15' -0" OF ANY BUILDING OR PROPOSED BUILDING. FBG 2303.1.4 DESIGN LOADS: LL= 20#PSF /DL = 15#PSF ROOF UPLIFT ______ 15#PSF SHINGLES 25#PSF SHINGLES 2ND FLR ______ LL=10#PSF /DL=40#PSF FOUNDA nON DESIGN BASIS: ASSUMED CAPACI TY OF 2000#PSF, CON TRAC TOR TO VERIFY THAT StTE CONDI nONS MEE T THIS REOUIREMEN T. THE STRUCTURAL INTEGRI TY OF THE COMPLETED S fRUCTURE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONEN TS, PROVIDE ADEQUATE BRACING, SHORING AND ANY OTHER TEMPORY SUPPOR TS AS REQUIRED TO SAFELY COMPLETE WORK. CAST -IN-PLACE CONCRETE DESIGN AND CONSTRUCTION STANDARD--AMERICAN CONCRETE INS nTU TE, ACI 318-83 NORMAL WEIGH T REINFORCED CONCRE TE SH ALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: FOOTINGS AND SLAB ON GRADE,......2500PSI MASONRY CELL FilL...,...............,......... 2500PSI ALL OTHER CONCREfE..,..........,.........2500PSI REINFORCING S fEEL SHALL CONFORM TO AS TM A 185 GRADE 40 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS",. '..,. '. ",,3" COLUMNS,....,..,......1/2" FOR #5 AND SMALLER FOR ALL 0 THER FLOOR SLAB..,..,....l 1/2" FROM TOP OF SLAB SPLICES IN REINFORCING SHALL BE AS FOLLOWS: WELDED WIRE FABRIC........,8" REINFORCING STEEL........ ,ALL BARS LAP MIN, 25" GENERAL NOTES: 1, A FOUNDATION SURVEY SHALL BE PERFORMED AND A COpy OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE OR ALL PROPERTY MARKERS SHALL BE EXPLOSED AND A S mlNG STRETCHED FROM 'MARKER TO MARKER TO VERIFY REQUIRED SE TBACKS. 2. ALL PLUMBING, ELECTR{CAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE. AND ISPECTED AND APPROVED BEFORE REQUESTING THE FRAME INSPECTION. FBG 105.6 3. ROOF COVERING TES f OA TA CERTIFYING WIND LOAD COMPLIANCE TO BE SUBMITTED WITH DRAWINGS. WINDOWS AND DOORS WINDOW/DOOR DESIGN LOAD 35#PSF 1, ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REOUIRED TO BE TESTED IN ACCORDANCE WI TH ANSIjAMMA/NWWDA 101/1S2 STANDARD BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVAL PRODUCT TESTING ENTITY. V 2, ALL EXTERIOR WINDOWS AND DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURERS RECOMMENDA TIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, WINDOWS USING A WINDOW BUCK LESS THAN 1 1/2" THICK EX: 3/4" P. T. SHALL BE ANCHORED THROUGH THE JAMB AND INTO THE SUBS TRA TE (BLOCK) A MIN. OF 1 1/2" WHERE THE BUCK IS 1 1 /2" OR GREATER THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS SHALL BE ANCHORED THROUGH fHE JAMB INTO THE BUCK (1 1/2") BUCKS 1 1 /2" OR MORE SHALL EXTEND BEYOND THE INTERIOR UP OF THE WINDOW. 3, MULLIONS AND ADJACEN T DOOR ASSEMBLIES ARE REQUIRED TO BE TES TED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS fO THE ROUGH OPENING SUBSTRATE. 4, CONTRACTOR TO PROVIDE GARAGE DOOR ANCHOR DETAILS AND COMPLIANCE TEST DATA WITH WIND LOAD REOUIREMEN TS OF SECTION 1606 OF FBC 2001. 4 - LONGI TUDINAL 2 4E LONGI TUDINAL / MAIN WIND I"ORCE LOADING DIAGRAM t , , TABLE 1606,2A MAIN WIND FORCE HESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF 30 FEET IN EXPOSURE B ~ HORIZON TAL LOADS : END ZONE IN TERIOR ZONE I I I LOAD VELOCI TY LOAD DIRECTION ROOF ANGLE (DEGREES) o - 5 20 ROOF WALL ROOF WALL 12,7 17,7 17,2 12,7 15,1 21.1 20.4 15,1 19,2 26.6 -10,0 -5,9 -3,9 11.8 -5,9 -7,0 -4,6 14.0 -7,0 TRANSVERSE -7,0 14,8 110 LONGI TUDINAL 30<angle 45 21,6 011 an91es 19,2 o - 5 22,8 20 ,31.6 30<ongle 45 25.7 all ongles 22,8 -11.9 -8,3 17,6 -11,9 -10,0 TRANSVERSE .' 120 I , II : It LONGI TUDINAL 'T n VERTICAL LOADS (PSF) MAX, HORIZON TAL WALL LOADS(PSF) END ZONE WINDWARD OVERHANG ZONE INTERIOR ZONE WINDWARD LEEWARD WINDWARD LEEWARD END ZONE ROOF ROOF ROOF ROOF INTERIOR ZONE -25.3 -25,3 -8.7 -25,3 -30,1 -30,1 -10.3 -30.1 1E 4E 1 4 -23.1 -23.1 8.,3 -23,1 -27,4 -27,4 9,9 - 27.4 -13.1 -16,0 7,2 -16,0 -19,1 -19,1 8,6 -1 g, 1 ~16,O -16,0 7,2 -19,1 -19,' 8.6 -19.1 -38.4 -32,3 -32,3 -7,6 -32.3 -38.4 -38,4 -9.0 -38.4 15.0 -10.1 -12,2 -11.3 -10,1 -12,1 -14,5 -13.4 -12.1 -11,3 10,7 -8.7 -11.3 18,0 -15,1 13.1 16.0 -12,2 1.3,7 -10,1 15.0 -11,310,7 -8,] 17.0 -1.3.4 12,7 -103 22,0 -18,0 15.6 -13.4 19.0 -14.5 16.2 -12,1 --- 17.0 -13.4 12.7 -10.3 " , TAPCON (TITAN SCREWS) FBe 2405.2 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING, 1. GLAZING IN SWINGING DOORS AND FIXED AND SLIDING PANELS OF SLIDING (PA TlO)DOOR AS~EMBLlES. 2. (;LAZ1NG IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, WHlRL POOLS. SAUNAS, STEAM ROqMS, BATH TUBS, SHOWERS AND OTHER FACILITIES ~ERE SUCH GLAZING IS LOCATED 36 INCf1ES OR LESS, MEASURED HORIZONTALLY, FROM A STANDING OR WALKING SURFACE WITHIN THE ENCLOSURE AND WHERE THE BOTfOM EDGE OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE SUCH STANDING OR WALKING SURFACES. 3. ~LAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NE"REST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF ll~E DOOR IN A CLOSED POSITION AND WHQSE BO nOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. EXQEPTlON GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION IN GROUP R-3/R-:~ SHALL BE SUBJECT TO 2405.2.1(4) 4. tLAZ1NG IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 2 AND 3 ABOVE. THAT MEETS ALL OF THE FOLLOIMNG CONDITION: 4.1 EXPOSED AREA OF AN INDIVlDUAL FIXED OR OPERABLE PANE GREA TER THAN 9 S.F, 4.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. .4,3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. '4.4 ONE OR MORE WALKING SURFACES 'MTHIN 36 INCHES HORIZON TALL Y OF THE PLANE OF GLAZING. 5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGH T OR AREA ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN-FILL PANELS. 6. CLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WH~RE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS (1) LESS THAN 60 INCHES ABOVE THE WALKING SURFACE ON THE POOL SIDE OF THE GLAZING AND (2) THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATERS EDGE OF A SWIMMING POOL OR SPA. THIS SHALL APPLY TO SINGULAR GLAZING AND ALL PANES IN MULTIPLE GLAZING, SEE; FBC 2405.2 FOR PRODUCTS, MATERIALS AND USES THAT AREA EXEMPT FROM THE ABOVE HAZARDOUS LOCA nONS. TENSION LOADS (Ibs,) fc 2000 PSI 380 SHEAR LOADS (Ibs.) fc 2000 PSI .320 3/16"x2 1/4" TAPCON (SIMPSON TITAN SCREW) PENETRA TE 1 1/2" MIN. IN TO SUBSTRATE (BLOCK, WOOD) PRE-CAST LINTEL] I / ~ V/771 \rx\ /~I \ ~ ~ 11 \~ V//j ~ "'-TRIM DOORS \DOOR OR WINDOW BASIC WIND SPEED 120 MPH 3/4"xlx2 p, T. PINE BUCK STRIPS @ HEAD, ,JAMBS - -USE CON TIN. STRIPS - -W/NO SPLICES ..,/' / WIND IMPOR T ANCE FACTOR 1.0 -I~ l 8UHJt:A,ING~ I CAn:E~l\ I LJ~;_~~ ,--->" ---- C PONEI f<"' C LAO~I!~T~ ~U lJ.1 P~~'~\, ~f\ . ~ } ~~- -~*v,\ J\j - (I;~ JAMB 3/16"x2 1/4" TAP CON PENE TRA TE 1 1/2" MIN. INTO BUCK 12"0.C, VERT OR PER DOOR MFRS SPECS CAULK ALL JOIN TS AND ALONG JOIN TS OF MASONRY BEFORE WINDOW INS T ALLA TION ':)1[[ 3/16"x2 1/4" T APCON Ii) 12"O,C. 4"MAX WINDOWS FROM CORNER BUCKSTRIP DETAILS, . '- ..~ :} '", ~",,'ti~....~,..;fj:~. -------..:.."", l' " .'-.,.~ " .'F ", , '~:~"~"": '. [: [,', ,"", ",,", " ,-;;" , ,";, ':, , " REVISI()N DATE 04/30/ 4 05/017U4 f f- I I I I 1 T i I APPROVED BY: N. '-I- I T I" PROJ,C r. " NOT1ES, )'1'>, if., , :~c: NO. 1-1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 . u. ~~ " c.:J~ ~z ~~ ~8J ~.~ ~z c.:JW Z~ ~~ >- ~; ~6 ~U) <~ >-,<{ SCALE: DRAWN BY: DATE: (P CQ >-ff) 8r Z1( ~~ :~ 1{ s: ~. 011{ ..,- ~- ~ c4 < U o ~ > < o . ~ ~ NGJ 04/29/(4 I I r- I I I , ~ II ~ I 1.0' ~ h t:, ''I .,.,~ ',. ,-" (b " '~ :~ , [II'- ': I p' . jki- f rf) t ~ ',"',,' , /",,' '0,", .. ; "'J_ " .- " ;-~.., ~ " , <t o 0:: o _J LL I I I I . i I I I I \ I I ~.:: ;~ , .. :f ~ (j) ~ ~ I ~ >- I 0..- W N AUT04:DAVlD ,CARR lOOSE PLAN NOTES ~- '. f1;; ,;.. 'i' ~ "r\., '" I' H I ~~i /:,>,{ ."",.="f f::i...; ,~