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HomeMy WebLinkAbout36145 Shady Bluff LpSILL 17' Li U 35'-0" SILL 17' AFF 10'-6- J � -� � •, ram, l r L 8CLG 00 i L 1 LINTEL 5068 SGD 12'-0* VOL CLG 2'- r I � i I i o Iro n ,►• r— —, •e o ACCESS o in ATT 6-0 BFD — 6-0 BFD _ , _ I • h � N C. _ ---- F-- 4'-$'� -- VOL CLG DI 8' yCLG � 9 - 3• \\r 8* CLG H pQ I �� O O UNFIT � 00 40 1/i WRl I I j 9'-10' -, 22-10' ♦ ♦ + + + I tl I + III �I I I �I 0 V I = VOL CLG , i (A ao I c % ! M in J J V1 �0'_6' I I I i 7'-$' 6-0 BFD i----------- _ ���• 2x6 `o 7 e _ 'o f O T. i D Z2-sL J L SD + = COR I J \ 8'~CLGKz 3'-2- Arne Z N ACCESS 4'-4' ' � o I 8 CLG • I J 1 I o cr I o - 8'-6' — 3.-0• F 1 = I N ' I I I I 8 ' J ' CLG 8CLG EN 8' CLG I =, I I 1 11. I U LWa (INIIII.M) 16'x7' OHD + L1 LINTEL 12'-0- T ICI FTaI Goo RMR 110 0 of PIE-W I, I SH25-2 16'-0' �_4- 3'-0- 8' SILL UN'AFFTEL 3"-6' FLOOR PLAN B Nor q suE UWEL SCHMA E LINTEL SIZE REINF L1 8 x 16 1-05 T&B L2 8 x 24 1- #5 T&B L3 8 x 32 1- #5 T&B \ �D K9QI � (1R11� L�T�S �•- r � — REW W Tw S" REGNmI£S.Sor GARAGE mew, ■LIMB oN LEFT. MO DRIf'ER ON RIGI(f. Z _ L2 L1 K.0_ COARSE ; : K.O. COARSE ALL CELLS, K.O. do ALL CELLS. K.O. do 'PRECAST LINTEL. (1) REBAR P.C. LINTEL FILLED P.C. LINTEL FILLED OV�J2 6' NO REBAR REO'D IF LESS w/3000 PSI CONC i� w/3000 PSI CONC THAN 6' P.C_ UNTEL P.C. LINTEL L3 - K.O. COARSE - ALL CELLS. K.O. do P.C. LINTEL FILLED w/3000 PSI CONC - P.C_ LINTEL O FLOOR SLAB OF PLANT MIX THICK W/ 6X6 10/10 GAUGE ~ CONCRETE 25W10 P.S.I. E � E011 REINFORCING MAT W/ MIN. 1- COVER. TERMITE TREATED SOIL W/ VAPOR BARRIER OVER COMPACTED CLEAN FILL FlBERMESH CONCRETE MAY BE USED IN PLACE OF MESH. DENOTES CONCRETE FILLED CELL I W/1 /5 FROM FOUNDATION TO BOND BEAM (TYPICAL) I THE FOUNDATION BEARING I SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. i 00000 I '� 0 I I KlITCFEN ELEVATION # 1 of 111 r_�­_TF—_ I LDJLWJ RECESS do SLOPE AS NEEDEDiI - A FO UNDA TION PLAN KITCHEN ELEVATION #2 CABINET ELEVATIONS OR II + +I RECESS do SLOPE AS �I NEEDED Cl ♦ II W o I z I� 4'x24"x 1 OLUMr COLUM AD W, (3) #5 EA H WA` - ++ +� 114=1' MASTER BATH ELEVATION HAIL BATH ELEVATION 114 " = 1 ' 3 TAB FIBERGLASS SHINGLES ON 15# FELT, 1/2" CDX SHEATHING OR 7/16" ROOF PITCH O.S.B. - 8d NAILS ® 6" o.c. PER ELEVATION SIMPSON HETA20 ® EA PRE-ENGINEERED TRUSS END OF EA TRUSS (BY OTHERS) (OR EQUAL) R-19 BAT. INSUL. MIN. 2x SUB FASCIA (SEE ENERGY CALC.) 2'�* � �" GYP CEILING BIRD ALUMINUM OR LINTEL BLOCK w/1 #5 CONT. VINYL SOFFIT FILLED w/3000 PSI CONC. N I{i . 4 PRECAST CONC. LINTEL HEIGHT 36" AFF w/1 - #5 CONT. ® SPANS A/C PLA TFORM N. T. S. 6'-0" AND GREATER NOT TO SCALE ALUM. WINDOW (SIZE PER PLAN) 1 /2" GYP. BRD. ® WALLS ON 1 x2 PT FURRING STRIPS ® 24" o.c. w/R4.1 MIN. INSUL. 4' THICK REINF. CONC. SLAB PRE -CAST CONC. SILL 2500 P.S.I. W/ FIBERMESH 8X12 STEP-DOWN FOOTER NO REBAR REQUIRED) STUCCO FINISH 3 1 /2" CONC. SLAB w/6x6 ::•r ::; #10 W.W.M. OR FIBERMESH r f' #5 BAR DOWEL w/10" STD. Irk HOOK (LAP MIN. 25" w/ STEP—DOWN VERT. REINF. BAR) FOOTER DETAIL FIN. FLR. NOT TO SCALE EXISTING UNDISTURBED 4 OR ENGINEERED SOIL = 11=III=11I II —III .. II-�1I=1 = III 4-THICK REINF. CONC. SLAB OI �:�`• �., . rW6NO FOOTER NO REBAR ROD.) "I _00.�...•,:�201 (2)-#5 CONT. 1 _4., 3 CLR 8" + TYPICAL CMU WALL SECTION THICKENED EDCE NOT TO SCALE NOT TO SCALE EXISTING UNDISTURBED OR 4" THICK REINF. CONC. ENGINEERED SOIL SLAB W/ 2500 P.S.I. co =1I I=1 III=1 FIBERMESH 12X18 BELL IIIIIIIIIII ` "IIIIIIII FOOTER. (2)-#5 REBAR - tr s' CLR AL T MONO FO 0 TER DETAIL Ph1'! I. I �lir REV DATE 1 2 3 4 J J R 0 J Z_ Z LL1 w J LLl Z Z LLI o 2 Z � F¢— J LL Q cli U LL1 Q O U 8 2 ` '' 1° v C) c� E � `gv' a cW� V 1� V ) V O Cy-1 DRAWN CAM CHECKED CL DATE 7-16-15 SCALE ''0014 NOTED JOB No. 7 t-7/1L SHEET PLANS DESIGNED 8 ENGINEERED 1 (rt IN ACCORDANCE w/ FLORIDA BUILDING CODE 2014 I _LLL FRONT ELEVATION B 1/4" -1 REAR ELEVATION B 114 = 1 ' 12 5 RIGHT ELEVATION B 1/4" = 1 " 12 51"--� on on an LEFT ELEVATION B 114 = 1 ' FIELD NKIIG is not the responsi*ty of the truss fabricator, SPECIAL NOTE truss designer, or plate manufacturer. Persons erecting trusses ANY PARTY Vh0 CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN AND COST OF THE REOUIRED REPAIR. are cautioned to seek professional advice regnrdrg temporary and erection bracts atich is always required to prevent topplig VARNING and dmnoirg ding erection and permanent brnCiV which may A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS BUILDING. REFER TO HIB 91 SUWARY SHEET OR CALL (941M65-9001 be required inspecific appkations Trusses shall be erected FOR 11VIrORMATION vd fastened n a s t and umb tragh pl posmton Vhere no direct top chord shn#n is applied, trusses must be braced at 24' TRUSS BRACING on center rtxn^ Vhere no direct bottom chard sheathing is T) THE TOP CHORD PERMANENT BRACING IN THE FORM applied, trusses must be braced at IW-T on center main A OF SHEATHING, OR PURl1NS FOR A PIGGYBACK CONDITION. Trusses must be handed wth extreme care erection to durmrg 2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF PURUN$ ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE prevent damage or personal injury. Refer to truss engnPerng ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED for comecton and bracing requirenents These calculations are BY A 'FILLER' BOTTOM CHORD SECTION OR 'FALSE' BOTTOM in order for the EICKER OF REURD to adequately 3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE REG. MO for connection and integration of the roof assembly to INDIVIDUAL TRUSS DESIGN DRAWING. 4.5x8.5' thoi giDDorti+g structure. Desgners of suppartng connections SQELY responsble far the ntegrity of then ���„-, �,�,� H AF 4 5 �� product p9 T ses remain our property unti paid for in full Truss layouts 1 emgr" may not be reproduced inpart or infull under d N = HUS 26 C S I MPS ❑ N ) .99 urcuutances. 3-77 HOUS28-2 (SI MPS❑N) t.80 Q ROVED TRUSS ANCHOR BY BUILDER A= H G U S 2 8- 3 C S I M P S❑ N) 1.00 1. B CUT OVERHANG FOAM DE T �L& HEIGHT = 2x4 STD 12 BOTTOM = 2x4 MIN s TOP = 2x4 MIN J 0 1-17025 TRUSS END DETAIL REFER TO ENG PACK FOR CONNECTION — CJ3 0 1 CJ1 / TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING ROOF DETAIL STRAP / NAILING SCHD QTY STRAP MFG. NAILING - HUS 26-2 SIMPSON (4) 12d - RT - 18 USP (4) 1Od - TA - 20 USP (8) 1Od REFER TO ENG TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 114"=>' TRUSS ANCHORS TRUSS LA YO U T B 114 " = 1' TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(8) 10d NAILS 0 EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 EACH END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE REV DATE 1 — 2 3 — 4 U o 0 Z Fr Z a LLJ w Y Q LLJCn - z a! 8 z8 04 Z g^M LLJ ��z z F- w X LL 0 �pp=w Q N O p O> O ¢ T U W_ o U of: `" a E� U O Z H m how_ V) a cWi 3 V 1 T O w w w C\,2 w � � � w N W � W LO O Cy-) � O C/) O o �o A J C/) M ' (T��JS W ly ` v 0 O Y n LL J N r� O DRAWN CAM CHECKED u CL DATE 7-16-15 SCALE NOTED JOB No. 7117 1 J SHEET PLANS DESIGNED & ENGINEERED 2 IN ACCORDANCE w/ FLORIDA BUILDING CODE 2014 ELEC LEGEND SYM. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH 0 110V RECP. 110V DUPLEX RECP. 220V RECP. 110V GROUND FAULT INTERUPT HALF SWITCHED DUPLEX RECP. LIGHT FIXTURE ® RECESSED LIGHT FIXTURE O JUNCTION BOX EXHAUST FAN ® EXH. FAN/LIGHT COMBINATION ' TELEPHONE JACK / CAT 5 SO SMOKE DETECTOR COMBO SMOKE/CARBON MONOXIDE DET. ® TELEVISION OUTLET 4 SPEAKER WIRE OT THERMOSTAT . _L1--.11 1 . 1 CODE FRAME ROUGH OPENING CODE FRAME ROUGH OPENING 12 1858X251 2 22 361 2X251 2 13 1858X3778 23 361 2X3778 14 1858X501 8 24 361 2X501 8 245 36 1 2 X 55 112 15 18 5 8 X 62 112 25 36 1 2 X 62 1 2 EGRESS 16 18 5j 8 X 71 1 2 26 36 1 2 X 71 1 2 EGRESS 17 18 5j 8 X 83 1 2 27 36 1 2 X 83 1 2 EGRESS 32 26X251 2 32 5258X251 2 .1/2 1/2 33 26X3778 33 5258X3778 1/2 34 26X501 8 34 5258X501 8 345 52 5 8 X 55 1 2 1 2 35 26 X 62 1 2 35 52 5 8 X 62 1 2 EGRESS 112 36 26 X 71 7 8 36 52 5 8 X 71 1 2 EGRESS 112 37 26 X 83 1 8 37 52 5 8 X 83 1 2 EGRESS 2024 24 X 28 3050 36 X 60 2030 24 X 36 3060 36 X 72 EGRESS 2040 24 X 48 3424 40 X 28 2050 24 X 60 3430 40 X 36 2060 24 X 72 3440 40 X 48 2424 28 X 28 3450 40 X 60 2430 28 X 36 3460 40 X 72 EGRESS 2440 28 X 48 3824 44 X 28 2450 28 X 60 3830 44 X 36 2460 28 X 72 3840 44 X 48 2824 32 X 28 3850 44 X 60 2830 32 X 36 3860 44 X 72 EGRESS 2840 32 X 48 4024 48 X 28 2850 32 X 60 4030 48 X 36 2860 32 X 72 4040 48 X 48 3024 36 X 28 4050 48 X 60 3030 36 X 36 4060 48 X 72 EGRESS 3040 1 36 X 48 GENERAL NOTES i�l r> >• � SUPPLEMENTAL NOTES 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 EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-O' AWAY FROM BUILDING SIDE WALLS. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0' OF THE BUILDING SIDE WALLS. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES_ EXCEPTION: PAINT OR DECORATIVE CEMENTITTOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. CONCRETE OVERPOUR AND MORTAR LONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0' OF THE STRUCTURE SIDEWALLS. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPT OF AGRICULTURE AND CONSUMER SERVICES." AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND ALL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING- 1. MASOWY CONSTRUCTION SHALL OONFOIRM TO ACI STANDARD MOM CODE 1.,A "C I FE 2014 CODE 140 mph) REQURMENNTIS FOR ATE MASONRY STRUCTURES (ACI 530--08)_ 2_ 2_ CONfRM BUGS SHALL CONFORM TO ASTY C 90 (28 DAY STRENGTH=2000 3_ STRUCTURE RISK CATEGORY = N PSI, FM=1350 PSI) LAD N RUN VINIG BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS 3. MORTAR SHALL BE TYPE S OR R 5. EXPOSURE FACTOR = 8 4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FLIED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICENT = tO.18 ■TH A M/WMUM COMPRESSIVE STRENGTH OF 300D PSI AT 28 DAYS & 1-/5 7. 2nd FL LOADS: LIVE LOAD-40 PSF/Dm LOAD-10 PSF VERTICAL_ & ROOF LOADS.UVE LOAD-20 PSF/DEAD LOAD-10 PSF 5. PROVIDE KNOCK -OUT N CONCRETE MASONRY UIIT AT BASE OF EACH FU.ED 9. COMPONENT & CLAWING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX) CELL TO ALLOW VISUAL 11ER>EXATIO N OF COMPLETE GROUT PENETRATION- f / R ASHM ROOF DEAD LOAD - 7/ P.S.F. ROOF UVE LOAD - 20# P_SF. ALL ROOF PROVIDE AN ALTERNATE IETFN00 OF OIVERING WATER AWAY FROM THE FRO VIDE (N, It"LTER WAS NEEDED N SITUATIONS A E AWAY FROM THE CATS ARE PRE-ENGI EMED TRUSSES. ERG. WILL BE SUPPLIED TO CIRCUMSTANCES- THE ALTERNATIVE IS TO PROVIDE A MNAA1 OF 5% HELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT SLOPE AWAY FROM THE FOUNDATION. PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16. OSB ROOF $TEWALL FOOTING DECK. USE 8d CC NAILS. SPACE 6' O.C. AT EDGES & 6. O.C. N FIELDS. GAF SENTNEL/TIMBERURE/CERTANTEED FIBERGLASS SHINGLES SECURE SIEHWAIL FOOTING AS 940M ON WALL SECTON UP TO 36' HGH CAN BE USED WITH UNBALANCED FLL_ LMMJ64MD FILL GREATER THIN 36' SHALL BE wA5) NAILS PER SO4GLE ON UNDERLAYMENT OVER 7/16. OSB ROOF TEMPORARILY SUPPORTED DURING BAC FLLNG & CONCRETE SLAB PLACEMENT DECK. PRODUCT MEETS ASTM D3462. D3161 F. D7158 G AND UL 997 BY CONTRACTOR THE MAXIMUM STEHWALL HEIGHT SHALL BE 10*-0" FOR WIND SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16'1126GA VALLEY METAL PLACED OVER FELT NAILED 12' o_c_ O EDGES. VV�S WHERE WALLS MEET ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC ALL WrDOWS TESTED AND APPROVED N ACCORDANCE NTH AN9/AMMA/NWWDA REOIREIENTS LMDERL.AYML NTS SHALL CONFORM WITH ASTY D226. ASTM 1O1/!S2 STANDARD AND LABELED AS SUM WINDOWS TO BE INSTALLED PER D4869. OR ASTY D6757. MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE.. 104DOWS N MASONRY WALLS SHALL BE ANCHORED THROUGH 1: BUCK INTO MASOI RY_ FRAMED WALLS WIDOWS N WOOD FRAYED WALLS MAY BE NSTALLED WITHOUT BUCKS. ALL ALL INTERIOR NON -BEARING WADS MEET R6021.3.1. LUMBER TO BE MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5z THE DESIGN LOAD_ STD SPF OR HGHER GRADE_ THE LOWEST PART OF THE CLEAR OPENING WE THE V94DOW TO BE A MIL OF ALL INTERIOR FRAMED BEARING WALLS TO BE /2 SPF. 24' ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW ALL WOW BEARING HEADERS TO BE #2 SYP (SIZES AS NOICATED ON PLAN) 4 LOCATED MORE THAN 7Y ABOVE FIK9fD GRADE OR THE SURFACE BELOW_ FRAMED GARAGE WALLS TO HAVE MIN 1 /2• GYPSUM EIRD (F AREA ABOVE EXCEPT FOR WINDOWS WHOSE OPO4W;S WONT ALLOW A 4' DUIL SPHERE TO GARAGE HABITABLE. USE 5/8' TYPE X GYPSUM BRD OWN CLING). PASS AND OPE1IrGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F 2006 OR ASTM F 2090_ TRUSS ANCHM GARAGE DOOR TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) 9MPSON GARAGE DOOR TO BE 140 UPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED wA9) 10d NAILS O 2X6 PT EA SIDE 3) 1/2'Wr 7 BOLTS w/2' WASHERS SPACED EQUALLY EACH STRAP FOR (1) PLY OR HIP (WIDER_ USE (2) SUPSON HHETA20 EACH END ALONG LEGNTH UARM INTO POURED CELLS (OPTXX MAY USE 1/2'x6" FOR (2/3) PLY GRADR USE (2) 9IPSON MUA20 EACH END FOR GABLE END WEDGE AN04O RS W/2' WASHERS) AN04OR 26 PT ABOVE DOOR TO LINTEL W/ TRUSS. USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE WEDGE ANCHORS, CONCRETE SCREWS OR .145'4 P_DF.'s A PERMANENT LABEL IS REQURED AND THE NSTALLA TKXN NSIRUCTIONS ARE REQUIRED TO BE MISPLACED TRUSS STRAP N THE CASE WHERE TRUSS STRAP IS MISSING THE AND AVAILABLE ON THE JOB SITE AS WELL. THIS AMT04 ENABLES FOLLOWING METHOD MAY BE USED AS AN ALTERNATE SUBSTITUTE A SIMPSONPROVIDED ENABLES ASSURANCE OF COMPLIANCE MTS18 OR HHUGrES RT18 TW (OR EO LIVALENT) FOR EACH HETA20-18 MISSED. 009" PRE -HUNG DOOR$ CONNECT TRAP TO BOND BEAM WITH (3) 3/16- X 1 3/4- HEX HEAD TAPCONS_ THIS SUBSTITUIHON IS CLOD FOR A YAXI141Y UPLIFT OF 1,000/ PER STRAP. ixDOORB"(F REm) TO BE ATTACHED TO MASONRY WALL t/1 1/2 L106 ELECTFCAL NOTES WIRE COLLATED NAILS O 4-O.C. 2u DOOR BUCK (F REOD) TO BE ATTACHED TO MASONRY WALL ./2 1/2:106 WIRE COLLATED NAILS O 4' O.C. SECURE PRE- ELECTRICK SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY HUNG DOOR UNIT PRE MFG SPEC& AND DESIGNS SHALL BE PREPARED N ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (2008 NEC). ATTIC ACCESS SMOKE OCT. LOCATED ON WALL 12' TO BOT. OF BOX OUT. VANITY LIGHTS ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MN. OPOIIG OF W TO CENTER OF BOX OUT. FRONT DOOR (FT 4• OFF SLAB CENTER (SEE PUN FOR LOC~) TV &PHONE LOCATIONS PER COLOR SHEET. OTHER 22'1E30'_ ELECTRICAL OPTIONS PER COLOR SHEET. 0194WWASA R, DISPOSAL OUTLETS EXTEIVOR $K)IING UNDER 9NK MICROWAVE PRE -WIRE_ 1()t(W & 5 TON - 6/2 R01EX FRONT DOOR (n 4• OFF SLAB CENTER (SEE POW F(XLOCATION) MN 3/8" LP SMARTPANEL OR 7/16' OSB SHEATHING NAIL v/8d C C 6' O.C. ALL ELECTROAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE EDGES & 6' 0_(� N FIELDS REGUARDLESS OF GARAGE HANONG. MISPI AM WALL RENFORC M NOTE USE OF CI RESISTANT RECEPTACLES RECEPTACLES AND TAMPER N THE CASE WHERE A FOOTNG DOWEL IS MISPLACED THE FOLLOWING LATH CORRECTION IS ACCEPTABLE- ADD A DOIMIIPDXR ./(1) #5 VERT REINFORCING All ATTACHMENTS FOR SECURING WARE LATH SHALL BE SPACED NOT N THE CORRECT ORKMAL LOCATIOAL THE BAR SHALL BE LED INTO THE BOND MOW THAN 6• APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS BEAM •/ A MIL HOOK OF 10*. F THE NEW DOWEL LOCATION IS MORE THAN 8" AND BE TIED BETME;N SUPPORTS NOT TO EXCEED 9". ALL METAL LATH OFFSET FROM ORI(1NAL LOCATICINI THE BOTTOM OF THE BAR SHALL HAVE A SHALL BE LAPPED 1 MN_ METAL WIRE LATH SMALL BE ATTACHED TO /5x24- LONIC DOWEL ORLLED 4- INTO THE CONICRETE SLAB & SET N SI PSUN VERTICAL WOOD SUPPORTS WITH TK EQUIVALENT OF 4d GALVAIWZED NAILS WITH A PENETRATION OF 3/4 AND BENT OVER AT LEAST 3 SET EPDXY. F LESS THAN 8' KO EPDXY NEEDED_ CELL SHALL BE FILLED STRANDS OF LATH. A BOND BREAK 1I/ A MIIN_ 2500 PSI CONCRETE. WATER- RESISTIVE BARRIER CEMENT PUNSTER CONSISTING OF ONE RASrF�d('. SEALANTS. AND WEAT1•ERSTAIPPNG OF THE FOLLONNG: TWD LAYERS OF AN APPRVD WATER-RESISTANT BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT ALL FIE ESTRATHOIS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE BARRIER R OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER BUILDING WALL WITH A SEALANT COMPLYN6 NTH AAYA 800 AND ASTM C WIRE LATH. 920, ASTM C 1281. AA612, OR OTHER APPROVED STANDARD. FENESTRATION TRATH(WI PRODUCT IS LOAD -BEARING PRESSURE CLASS OF MATERIAL (Res. PERSQ/IFn CRYSTA{,LOW BEDROCK 12.000 SEDRAWARY AND FOLIATED ROCK 4,C00 SANDY GRAVEL AND/OR GRAVEL 3.000 (GW AND GP)AN SD. SILTY SAND. CLAYEY SAND. 2.000 SILTY GRAVEL AND CLAYEY GRAVEL (SW.SP.SM.SC.GY AND GC) CLAY. SANDY CLAY. SILTY CLAY, 1.500 CLAYEY SILT, SILT AND SANDY SILT (CL UL.MH AND CAM) .RINCTURE CF D(lEROR PIASTER Ow ANY PENES REOD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12 PL.UMBW ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO UNDER THE FOOTER, ON A STEM WALL THE LINES WILL OO THROUGH THE BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH A PPE TWICE THE SIZE OF IT 3' WILL BE SLEEVED WITH 6" AND 3/4• WILL BE SLEEVED NTH 1 1/2•_ FL/ CODE VERSION STATUS MANUFACTURER CATEGORY SUB CATEGORY PRODUCT MODEL # OR NAME PRODUCT DESCRIPTION 11827 R8 2010 APPRV9 llUNG_:ZAnL:z:z MI WINBOWS ANB BOORS T WINDOWS -SINGLE 40 ALUMINUM S11 WINDOW STANT GLAZING ASSEMBLIES - RESISTANT GLAZING 15585.1 2010 APPRVD CROFT LLC WINDOWS SINGLE HUNG 96 SERIES SINGLE HUNG ALUMINUM SH WINDOW 16079.1 2010 APPRVD CROFT LLC EXTERIOR DOORS SLIDING EXT DOOR ASSEMBLIES 3000 SERIES SLIDING GLASS DOOR 821-R3 2010 APPRVD UNITED STEEL PRODUCTS COMPANY STRUCTURAL COMPONENTS WOOD CONNECTOR ANCHORS 10655-R1 2010 APPRVD SIMPSON STONG-TIE COMPANY STRUCTURAL COMPONENTS WOOD CONNECTOR ANCHORS 1774.1 2010 APPRVD COMMERCIAL CONIC COMPANY STRUCTURAL COMPONENTS PRECAST PRE- STRESSE LINTELS 8" &12" LINTELS 158.1 2010 APPRVD CAST CRETE CORPORATION STRUCTURAL COMPONENTS HIGH STREGTH CONCRETE LINTELS 4", 6", 8" AND 12" WIDE LINTELS 4904-R4 2010 APPRVD MASONITE INTERNATIONAL EXTERIOR DOORS SWINGING EXT DOOR ASSEMBLIES STEEL DOOR WITH OR WITHOUT SIDELITES 5444.1-R7 2010 APPRVD CERTAINTEED CORPORATION ROOFING ASPHALT SHINGLES 3-TAB / ARCH LAMINATED SHINGLE 075-R6 2010 APPRVD FL METAL PRODUCT COMPANY INC ROOFING ROOFING ACCESSORIES RIDGE VENT 5961.2 2010 APPRVD SOUTHEASTERN METAL MFG CO ROOFING ROOFING ACCESSORIES OFF RIDGE VENT 15279.20 2010 APPRVD CLOPAY BLDG PRODUCTS CO EXTERIOR DOORS SECTIONAL EXT DOOR ASSEMBLIES WINDCODE W4 GARAGE DOOR 13389.1 2010 APPRVD CERTAINTEED CORPORATION PANEL WALLS SOFFITS VINYL SOFFITS 13531 2010 APPRVD PIyFASTner LLC STRUC COMP ANCHORS DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS EXTERIOR PRE -HUNG DOORS SECURE PRE -HUNG DOOR UNIT USE 0 WOOD SCREWS/TAPCONS USE SIMPSON 11 X 1 1/2" MIN NAILON PINS AT THRESHOLD DOOR INSTALATION/FASTENER PLACEMENT NOT TO SCALE ROOF PITCH PER ELEVATION �- CONNECT BEAM TO TRUSS W/SIMPSON MTS12. I U.N.O. 2 SYP BEAM (SIZE PER LAN) STRAP W/(i) SIMPSON HETA20 ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. CMU COLUMN AT FRONT ENTRY PORCH W/15 VERTICAL COLUMN HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT PER FLOOR PLAN) FOOTING DOWELS: 2-/5 EMBED. 6" MIN. INTO FTG. W/ 90- HOOK .: PAD PER FOUND PLAN MASONRY COLUMN DETAIL W/UPSET N BSCALE EAM (ENTRY) ROOF PITCH PER ELEVATION lU I I GENERAL NOTES RUSS STRAP PRECAST LINTEL W ER (T&B) CONTI UOUS SPAS I BETWEEN COLUMNS W/MIN. 8" BEARING SURFACE EACH END CAP ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. I ' \-CMU COLUMN AT FRONT ENTRY PORCH W/15 VERTICAL.(COLUMN HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT I PER FLOOR PLAN) FOOTING DOWELS: 2-#5 EMBED. 6" MIN. INTO FTG. W/ 90- HOOK PAD PER FOUND PLAN MASONRY COLUMN DETAIL W/PRECAST LINTEL NOT TO SCALE 26 GA VALLEY METAL SEE GENERAL NOTES OR NAIL PATTERN) ROOF DECK W/15# FELT SHINGLES NOTES TYPICAL EACH SIDE VALLEY FLASHING DETAIL NOT TO SCALE SIDING METAL FLASHING ca SHINGLE w Z: . ROOF VENTILATION CALCULATIONS FLORIDA BUILDING CODE 2014 SECTION 806.2 - 1 300 TOTAL ATTIC SPACE - 2030.00 NET FREE VENT NEEDED - 487.20 # OF RIDGE VENTS - 1.00 # OF OFF RIDGE VENTS - 1.00 N ROOF CEMENT ROOF DECK FLASHING DETAIL NOT TO SCALE COMPONENTS FLORIDA SECTION AND CLADDING BUILDING CODE 2014 301.2 140 MPH N0. ZONE EFFECTIVE WIND AREA DESIGN WIND PRESSURE A 4 10 +35.3/-38.2 B 4 20 +33.7/-36.7 C 4 50 +31.6/-34.6 D 4 100 +30.0/-33.0 AA 5 10 +35.3/-47.2 BB 5 20 +33.7/-44.0 CC 5 50 +31.6/-39.8 DD 5 100 +30.0/-36.7 TYPICAL EXAMPLES A 1 /2 32, 1 /2 33, 1 /2 34, 22 B 1 /2 SH 35, 112 32-34, 3-0 36, ALL SH 2- DOOR OR LESS C SH 35. 36, 5-0 OR 6-0 SGD 8-0 SGD, 8-0 OHD 16-0 X 7-0 OHD < +22.0/-26.9 CODE A FLANGE WINDOW � DA OPENING MOM) 12 191 ex26 20X261 13 191 3X3839 20x 38 1 2 14 191 x5058 20X5034 15 191 3X63 20X531 8 15 191 aX72 20X721 8 17 191 BX84 20X841 8 1 232 261 8X26 2738X261 8 8X3838 2738X 1 261 3X5058 X5034 t23261 261 8X 2738X631 8 261 8x72 2738x 1 261 3X84 2 8X841 22 36x26 2739x261 8 23 36X3838 377 x 38 1 24 36x5058 377 x5034 2 36X501 4 3778X5638 25 37 X 63 EGRESS 37 7 x 63 1 8 26 37 X 72 EGRESS 37 X 72 1 8 27 x84 E 78x841 8 Rea 485 48 x 63 EGRESS 49 X 63 1 8 32 53 1 8 x 26 54 x 26 1 33 531 8X3638 x 1 2 34 531 8x5058 54X5034 345 53 t a x 50 1 4 54 X 3 35 53 140 X 63 54 X 63 1 8 36 53 t A x 72 EGRESS 54 X 72 1 8 37 53 T e x 84 EGRESS 54 x 84 1 8 MIUMc1RMDW mcEM TW , Blacx OPENM SIM) ACTUAL 24MDOI SOIL FOR EALM now. SLIDING GLASS DOORS BLOCK OPENING SIZE FRAME FRAME OPENNG 2p 1/4Ip 1/4 11 4. 11 j_. Ip 1/411p 1/4 72 4 . „ Ip 1 4Ip1 n 4.11 /p $A 2 p /p 7/1 I p 1/4 >v . n111 '{A Ip 111 7/1 I = 1/4 121 . h 1. " I p 142 7/6 I p 1/4 1« 3A . 11 147$A Ip 1427/1I 01/4 m {A I p 1p 7/1 11/4 t10 . n CONVENTIONAL VALLEY FRAMING DETAIL GABLE END, COMMON RIDGE BEAM TRUSS OR GIRDER TRUSS -7(SEE NOTE #6) VALLEY RAFTERS (24" O.C. MAX) 12 P TRUSS TYPICAL (24" O.C.) POST SEE NOTE #8) CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST BE SHEATHED 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURUNS AT 24. O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURUNS TO EACH TRUSS WITH (2) - 16d NAILS. 3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. 5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO ROOF SHEATHING. 6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48` O.C. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO ROOF SHEATHING WITH (3) 10d TOE NAILS. 7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS. 8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE NAILS. FOR PURLIN APPUCATION, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10D NAILS. 2x4 RAT RUNS OR 2X4 BLOCKING 4'-0" O.C. FOR FIRST FOUR FRAMING SPACES FROM EACH END STRAP TRUSS W/ 2-16d SIMPSON HETA20 (OR EQUAL) USING (6) 10d NAILS (MIN) 6 48" O.C. 1 VALLEY PLATE (SEE NOTE #4) POST SEE NOTE 8) GABLE END, COMMON TRUSS OR GIRDER TRUSS LIVE LOAD 30 PSF (MAX) DEAD LOAD = 15 PSF (MAX) D.O.L. INC. = 1.15 ASCE 7-10 (MWFRS) 140 MPH NOTE 48" O.C. MAXIMUM POST SPACING 2X6 PLATE -� CONTINUOUS 14' LENGTHS MINIMUM CONNECTED TO CMU WALL W/1/2" X 8" ANCHOR BOLT 2-16d ® 32" O.C. L- BOND BEAM L- 5d COOLER NAILS OR GWB54 ® 7" O.C. GABLE END TRUSS CONNECTION STRUCTURALLY CONTINUOUS WALL NOT TO SCALE ROOF SHEATHING PER GENERAL NOTES ATTACH TO TOP CHORD BACK NAIL W/ (2) W/SIMPON H2.5 (OR 12d COMMONS EQUAL) 2X4 LADDER/OUTLOOKER "T" OR "L" 24" OVERHANG SPACE 24" BRACING SCISSOR TRUSS O.C. 12"/16" OVERHANG (REO-D) SPACE 48" O.C. NOT SHOWN SIDING OR SHEATHING (SEE GENERAL NOTES FOR PANEL SIZE & ATTACHMENT) 2x4 RAT RUNS OR 2x4 BLOCKING 48" O.C. FOR FIRST FOUR FRAMING ATTACH 2X4 DIAPHRAM TO-1SPACES FROM EACH END ATTACH GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2) WEBS W/(2) 1Od 10d COMMON NAILS COMMON NAILS RYWALL NAILER GABLE END TRUSS KNEE WALL TRUSS BRACING PER STRAP TRUSS W/ SIMPSON TRUSS MFG. SPECS HETA20 (OR EQUAL) USING CONTINUOUS (6) 10d NAILS (MIN) ® 48" BOND BEAM W/ O.C. (1) #5 REBAR CATHEDRAL © GABLE DETAIL STRUCTURALLY CONTINUOUS WALL NOT TO SCALE