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Home My WebLink About36116 Shady Bluff Ln Lot 2227 -0 L1 LINTEL L1 LINTEL PRECAST TOP CRS SILL " AF SILL 17" SILL MIN 62" A.F.F L1 LINTEL + ♦ ♦ + +♦ SH 2 15 -4" SH 25 Ro 4 8" 5'-O" , + + ao + J JET TUB 22" WALL o Z MASTER -1SUITE 0 :5 LAN Al 8' CLG MASTER 8'-4" 8' CLNG 2'-8" Q, - Ln BATH � DRAWER I Y 8' CLG + Lo co + 0 L1 LINTEL e N 2_6 + + + + `I° In N 6068 SGD N LINEN ST CK FT 10'-8" 6'-8 + ' ACCESS] o NOOK 00 ATTIC 10- "' Q VOL CLG �, 2-8 rn � N M 4 z -r -1 N _ LL J M Lo N Q J N BEDROOM 4 = z 14'-6" 0 > 8' CLG _J v1 J uj FLOOR z + OUTLET J 1 + � � o z m 8' 9" w � u? O c I LIVI N �G 10'-6" + -1 KITCH C ( R00�1 0 - O VOL C _ I VOL C G I J ♦- 3 L. c�C C14 � J Q s M ; B8 DROOM 3 N ZJ cH CLG J (n + _ 23'-6" o t0 O c I N 2-6 1, + e N 2-0 -co rn o Ft71 LAUNDR 2'-4" A/H 2_6 m o 0 0' o ROOM �olm N ARCH m 8" WALL Mw Lam-- 8' CLG x DROP PANTRY-' 00E_�J O NQ A c / ZONE a CLG N 8'-0" X 3 4'-01 _ _ o Z - a N I I J wN 00 HALL J SO8p 5'-0" 3,_2„ CA BATH + 8' CLG 18'-0" c>i FOYER 2-s 9'4" CLG + CV ♦ -� + + o ATTIC 1 LINTEL N AccEss 4'-6" m BEDROOM 2 8' CLG 0 + + o uj o I 10'-6" N1:1 GARAGE ENTRY LINTEL SILL 17" AFF + + + 14 -29H 35 0 I FRAME COL. _ ♦ + DBL 2x4 POST (TYP) CONTINUOS II �2x10 HEADER 00 FRAME COL. 8'-8" 9 + + 16'x7' OHD L1 LINTEL(MINIMUM)-4" + + 7' MIN FROM GAR FLOOR TO BOT OF PRE -CAST 16'-0" 1'-8" 18'-8" " FL 0 OR PLAN 114 " _ > ' 38 NOT TO SCALE LINTEL SCHEDULE LINTEL SIZE REINF L1 8 x 16 1-#5 T&B L2 8 x 24 1-#5 T&B L3 8 x 32 1- 5 T&B L2 L1 K.O. COARSE K.O. COARSE .. ,... ALL CELLS, K.O. & " ALL CELLS, K.O. & *PRECAST LINTEL, (1) #5 REBAR IF P.C. LINTEL FILLED "; P.C. LINTEL FILLED �r• w !: w/3000 PSI CONC OVER 6 NO REBAR REQ'D IF LESS 3000 PSI CONC / THAN 6' P.C. LINTEL P.C. LINTEL L3 K.O. COARSE .i ALL CELLS, K.O. & P.C. LINTEL FILLED w/3000 PSI CONC 0; MUSE` M- �♦ ♦ THICKENED EDGE 0 RECESS & N a 0 SLOPE AS X m � NEEDED 0 ' z X J o z N � w `1 U 2 + + ♦ + +10 1 F N 1 RECESS & SLOPE AS NEEDED LIVING AREA 1715 GARAGE 442 LANAI 117 ENTRY 120 TOTAL AREA 2394 FLOOR OUTLET FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK W/ 6X6 10/10 GAUGE REINFORCING MAT W/ MIN. 1" COVER. TERMITE TREATED SOIL W/ MIN. 6MIL VAPOR BARRIER OVER COMPACTED CLEAN FILL. FlBERMESH CONCRETE MAY BE USED IN PLACE OF MESH. ♦ DENOTES CONCRETE FILLED CELL W/1 #5 FROM FOUNDATION TO BOND BEAM (TYPICAL). SPACING PER PLAN, MAX SPACING 7.3 O.C. THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. ;;-REFER TO PLAN FOR ALL DIMENSIONS••• MONO FOOTING (IYP) STEM WALL W 8x16 SPREAD FIG W/(2 CONI. IF STEP IS GRREEAA THAN 16' A/H L� 12x 18 FOOTER 0 1/4" TAPCONS W/MIN. 1 1/2" EMBEDMENT - 24" O.C. (MAX) W/ 1/4 TAPCON ON EACH SIDE OF COLUMN WITHIN 6', 1X2 OPEN BACK 1 1/2' MIN. EMBEDMENT (TYP.) V..{.. •tl�: ,� .. CONC. ATTACHMENT DETAIL - N.T.S. NOT TO SCALE RECESS & SLOPE AS NEEDED Z 1" x 2" OPEN BACK W/ #10 x 2" S.M.S. 0 O 24" O.C. (MAX) i TYP. SCREEN WALL z 5 o ATTACHMENT DETAIL m a a NOT TO SCALE �00 0 poi eN i�u SIMPSON LTS 18 (OR EQUAL) AT-� EACH RAFTER 2x SUB FASCIA —A ALUM. OR VINYL SOFFIT FRAME — SAND FIND DBL 2x4 PT POST (WRAPPED) SIMPSON AB 44 POST ANCHOR (OR EQUAL) 3 TAB FIBERGLASS SHINGLES ON 15# FELT, 1/2" CDX SHEATHING OR 7/16" O.S.B. - Sd NAILS 0 6" o.c. *ROOF PITCH PER ELEVATION IF GABLE END. ANCHOR TO BEARING BEAM MATH USP RT 10 (OR EQUAL) O 48" O.C. DBL 200 WITH V CDX SANDWICH BEAM, WRAPPED. ATTACH TO MASONRY WITH SIMPSON MBH45.50/9.25 (OR EQUAL) -SIMPSON ST18 (OR EQUAL) ALUM. WINDOW (SIZE PER PLAN) PRE -CAST CONIC. SILL #5 BAR DOWEL w/1 0" STD. I Ell HOOK (LAP MIN. 25" w/ VERT. REINF. BARII ° _ — _ � I s.'.•...,'� � 1I-1�1�11� I III �. I�II�TmImI - I I I � ` � I-111 1T I � I �� I I ILL � ; - ; ' •' IIIII I 12-ITIITI�� J1I�III �T�I�II `II II-11 I� PORCH WALL SECTION NOT TO SCALE 4" THICK REINF. CONC. SLAB 2500 P.S.I. W/ FlBERMESH 8X12 STEP-DOWN FOOTER (NO REBAR REQUIRED) A ,{� 12•� STEP—DOWN FOOTER DETAIL NOT TO SCALE 4" THICK REINF. CONC. SLAB W 2500 P.S.I. FlBERMESH 8x8 M 0 FOOTER NO REBAR RQD.) co _47- THICKENED EDGE NOT TO SCALE TRUSS STRAP PER GENERAL NOTES SIMPSON HETA20 0 EA END OF EA TRUSS (OR EQUAL) R-19 BAT. INSUL. MIN. PRE-ENGINEERED <, TRUSS (BY OTHERS) GYP CEILING BRD -LINTEL BLOCK w/1 #5 CONT. FILLED w/3000 PSI CONC. PRECAST CONC. LINTEL w/1 - #5 CONT. 0 SPANS 6'-0" AND GREATER 1/2" GYP. BRD. 0 WALLS ON - 1x2 PT FURRING STRIPS 0 24" o.c. w/R4.2 MIN. INSUL. 3 1/2" CONIC. SLAB w/6x6 #10 W.W.M. OR FlBERMESH ROOF PITCH PER ELEVATION PRECAST LINTEL W/(1) #5 (T&B) CONTINUOUS SPAN BETWEEN COLS. W/ MIN. 8" BEARING SURFACE EACH END CAP U) z 0 ALL CELLS THAT FLOOR > PLAN INDICATES REBAR J SHALL BE CONCRETE w FILLED w a_ FOOTING DOWELS: 2-#5 EMBED. 6" CMU COLUMN ® FRONT/ MIN. INTO FTG. REAR PORCH W/#5 W/ W/ 90• HOOK VERTICAL. (COLUMN HEIGHT PER ELEVATION) (COLUMN SIMPSON ST18 (OR EQUAL) TO OPPOSITE CORNER DBL 2x4 PT J a POST, WRAPPED W � w PORCH POST/ o� a `; x o BEAM DETAIL NOT TO SCALE OVERHANG VARIES PER ELEVATION DBL 2x4 PT POST 5� lf7 PORCH POST/ SLAB LOCATION NOT TO SCALE 3 TAB FIBERGLASS SHINGLES ON 15# FELT, 1/2" CDX SHEATHING OR 7/16" O.S.B. - 8d NAILS 0 6" o.c. SIMPSON HETA20 0 EA END OF EA TRUSS (OR EQUAL) 2x SUB FASCIA � ALUMINUM OR VINYL SOFFIT PRECAST CONC. LINTEL w/1 - #5 CONT. 0 SPANS 6'-0" AND GREATER ALUM. WINDOW (SIZE PER PLAN) SIZE & REBAR PLACEMENT PRE -CAST CONC. SILL PER FLOORPLAN) ;.e '.; . ,:•:•� STUCCO FINISH (SEE FOUNDATION PLAN) #5 BAR DOWEL w/10" STD. MASONRY COLUMN DETAIL ART (LAPNOT TO SCALE MIN. 25w/ ELEC LEGEND SYM. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH 4 FOUR WAY SWITCH 11OV RECP. 11OV DUPLEX RECP. 220V RECP. "GFI 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 SD SMOKE DETECTOR S�C COMBO SMOKE/CARBON MONOXIDE DET. O TELEVISION OUTLET 4))� SPEAKER WIRE OTHERMOSTAT ROOF PITCH PER ELEVATION PRE-ENGINEERED TRUSS BY OTHERS) R-19 BAT. INSUL. MIN. (SEE ENERGY CALC.) GYP CEILING BRD LINTEL BLOCK w/1 #5 CONT. FILLED w/3000 PSI CONIC. 1 /2" GYP. BRD. 0 WALLS ON 1x2 PT FURRING STRIPS 0 24" o.c. w/R4.1 MIN. INSUL. 3 1/2" CONIC. SLAB w/6x6 #10 W.W.M. OR FlBERMESH N I �' "i oo (2)-#5 CONT. V-44 as TYPICAL CMU WALL SECTION NOT TO SCALE EXISTING UNDISTURBED OR 4' THICK REINF. CONC. ENGINEERED SOIL..-*. SLAB W/ 2500 P.S.I. =1 I I� • •' I FlBERMESH 12X18 BELL I I I FOOTER. 2 - a• aR ()iR5 REBAR 1y ALT MONO FOOTER DETAIL sHA Co"p wl7fA BUILD iG UILDING, ALL ;Vo�i 1CA PL MBING AND E I.1ICAl- CODES. l / F�iiFVV&T� (�,4TY OF ZEPHYRHILLS �I._AN� ._XAM�,tyER 2x4 RAT RUNS OR 2X4 BLOCKING 4'-0" O.C. FOR FIRST FOUR FRAMING SPACES FROM EACH END STRAP TRUSS W/ 2-i6d SIMPSON HETA20 (OR EQUAL) USING (6) 10d NAILS (MIN) 6 48" O.C. 1 f 2X6 PLATE----' CONTINUOUS 14' LENGTHS MINIMUM CONNECTED TO CMU WALL W/1/2" 2-16d X 8" ANCHOR BOLT O 32" O.C. BOND BEAM 5d COOLER NAILS OR GWB54 ® 7" O.C. CABLE END TRUSS CONNECTION STRUCTURALLY CONTINUOUS WALL NOT TO SCALE STUCCO BAND F.F. I� IF-11 L11 LLLD] I�IRooF Li L SHEATHING PER GENERAL NOTES ATTACH TO TOP CHORD BACK NAIL W/ (2) 1 W/SIMPON H2.5 (OR 12d COMMONS FRONT ELEVATION B 4 " _ 1 ' / EQUAL) 2X4 LADDER G SPACE 2 BR IN •L• 24• OVERHANG SPACE 24• BRACING sclssoR 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 SPACES FROM EACH END ATTACH GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2) WEBS W/(2) IOd 10d COMMON NAILS COMMON NAILS ALL NAILER GABLE END TRUSS KNEE WALL TRUSS BRACING PER STRAP TRUSS W/ SIMPSON TRUSS MFG. SPECS ETA20 (OR EQUAL) USING CONTINUOUS (6) 10d NAILS (MIN) O 48- O.C. , BOND BEAM W/ — �„ (1) j5 REBAR 1 CATHEDRAL ® GABLE DETAIL, STRUCTURALLY CONTINUOUS WALL NOT TO SCALE REAR ELEVATION 1/4"=1' [-- - --t- ---t - - -t-- - - - - - - - - - - - RIGHT ELEVATION 1/4' = 1 EFT ELE VA TION 4 " _ 1' L / =1= FIF� F LUF��'- []I o0 0 00 spAa I O O O O 0 2'- 0„ N Ilk 1,_8„ COLUMN DETAIL A&B ELEVATION NOT TO SCALE KITCHEN ELEVATION #2 MASTER BATH ELEVATION HALL BATH ELEVAI KM CABINE T ELE VA TIONS 114 " _ 1 ' �P OoO��PG� 90 �N�0PGop do DROPZONE 38-00-00 27-00-00 11-00-00 U U U W W W W W W W W W W Iw -� W -� W U U U CJ1 CJ1 0 CJ CJ o0 p- 0 CJ CJ Q 0 AO 0 ob vz A07 cc)) AO AO AO AO AO AO AO AO AO o VAULTED CLG AO AO 4 4 0 AO 0 A v A02 AO o 0 AO A01 A01 T L Ao Al A11 Al Al AIIAI BO CJ BO o 4 CJ a o BO 0 CJ1 I He re 11M rn lIn 1j'c 219 BO U U U W W W W UU 11 tw- �1P BO 601 GE 18-08-00 19-04-00 38-00-00 38-00-00 TRUSS ANCHORS 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 TRUSS LAYOUT B 1/4"=I' KITCHEN ELEVATION #1 FAN P/W _ / — J MASTER SUITE 4ANAl I VASTER FAN P/W I I B�TH ♦ I FI \ I 1 WP ♦ ♦ ♦ ♦ GFI NOOK 70" AFF / L / P70@"AFF EDROOM 4 14'-6" I FLOOR FAN /W ♦ — OUTLET0 \ — IF �r /P'� LIVING KITCH 0 / ROOM / M w O � SD ♦ J 70" AF � SD (T— I I I Cti GFI E FANP/W I 1 I BEDROOM 3 rl I I I\ I FA P/W ty \ ELEC LEGEND + l \� SYM. DESCRIPTION GFI \ �\ ` $ SINGLE POLE SWITCH c `� 70" AFF ♦ THREE WAY SWITCH LAUNDRY A/H b $4 FOUR WAY SWITCH Or 110V RECP. ��ROOM GSB l— DROP OQ Z0NE PANTRY110V DUPLEX RECP. �3 WFd U e 220V RECP. HALL BATH ♦ (�)GFl 11OV GROUND FAULT INTERUPT GFI WH (�)z HALF SWITCHED DUPLEX RECP. IFCC 1 ER LIGHT FIXTURE ♦ RECESSED LIGHT FIXTURE JUNCTION BOX i\ O EXHAUST FAN ♦ ♦ FAR W ♦ EXH. FAN LIGHT COMBINATION GFI / GFI BEDROOM 2 ' TELEPHONE JACK / CAT 5 ♦ / ♦ SD SMOKE DETECTOR METER / S�C COMBO SMOKE/CARBON MONOXIDE DIET. GARAGE G� SD O 70" AFF O TELEVISION OUTLET / 10' OFF ATRY FRONT WALL wp 4))) SPEAKER WIRE FOOTER OFFSET RIGHT I cFl / OT THERMOSTAT o ❑ ❑ I / ELECTRIC PLAN 114 " - I ' TO BUILDING ELECTRICAL NOTES 2' C SMOKE DETECTORS LOCATED ON WALL 12' TO BOTTOM OF BOX OUT. VANITY UGHTS 80' TO CENTER OF BOX OUT. 200 A FRONT DOOR GA 4' OFF SLAB CENTER (SEE 10 MCB METER PLAN FOR LOCATION). N AND PHONE LOCATIONS PER COLOR SHEET. OTHER ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE —WIRE. 5/8'x10 U/G FROM NOTES GROUND UTILITY CO. 8KW do 3 1/2 TON — 6/2 ROMEX ROD ELECTRICAL RISER SCALE N.T.S. LIVING AREA 1715 GARAGE 442 LANAI 117 ENTRY 120 TOTAL AREA 2394 HVAC PLAN 1/4" _ I' EQUIPMENT BY (SEE ENERGY CALC) COND (SEE ENERGY CALC) A/H SEE ENERGY CALC) HEATER �8KW) SEER 14 HSPF 7.5 DUCTBOARD R-6.5 FLEX R-6 BOOTS R— 6 TAPE FASSON UL 181 CODE FRAME ROUGH OPENING CODE FRAME ROUGH OPENING 12 18 5 8 X 25 1/2 22 36 1/2 X 25 1/2 13 1858X3778 23 361 2X3778 14 18 5 8 X 50 1 8 24 36 1/2 X 50 1 8 245 36 1/2 X 55 1/2 15 18 5 8 X 62 1/2 25 36 1/2 X 62 1/2 EGRESS 16 1858X71 1/2 26 361 2X71 1/2 EGRESS 17 18 5 8 X 83 1/2 27 36 1/2 X 83 1/2 EGRESS 1/2 32 26X251 2 32 5258X251 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 1/2 36 26X71 78 36 5258X71 1/2 EGRESS 1/2 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 1 48 X 72 EGRESS 3040 1 36 X 48 MASONRY GENERAL NOTES GENERAL NOTES STRUCTURAL DESIGN CRITERIA 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 CEMENTITIOUS 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 ALONG 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 FILL 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. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC FBCR 2010 REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 2. ASC /SEI 7-10 CODE (140 mph) 2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000 3. STRUCTURE RISK CATEGORY = II PSI, FM=1350 PSI) LAID IN RUNNING BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS 3. MORTAR SHALL BE TYPE S OR M. 5. EXPOSURE FACTOR = B 4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICIENT = t0.18 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5, 7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF VERTICAL. 8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF ` 5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX) CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. ROOFING / FLASHING DRAINAGE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT PROVIDED. ROOF SHEATHING NAILING SCHEDULE FOR 7 16" OSB ROOF ) / SLOPE AWAY FROM THE FOUNDATION. DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS. STEMWALL FOOTING GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK. USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16"x26GA VALLEY BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0" METAL PLACED OVER FELT NAILED 12" o.c. 0 EDGES. WHERE WALLS MEET WINDOWS ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS. ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS 101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS STD SPF OR HIGHER GRADE. IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF. WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN) MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BRD (IF AREA ABOVE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BIRD ON CLNG). 24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW TRUSS ANCHORS IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW. " SINGLE DOOR EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4 DIA. SPHERE TO TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 2006 OR ASTM F 2090. EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END (,ARA(,F nnnp FOR (2/3) PLY GIRDER USE (2) SIMPSON HHETA20 EACH END FOR GABLE END GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL 2x6 PT EA SIDE w/(3) 1/2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6" WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ WEDGE ANCHORS, CONCRETE SCREWS OR .145"0 P.D.F.'s A PERMANENT LABEL IS REQUIRED AND THE INSTALLATION INSTRUCTIONS ARE REQUIRED TO BE PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES ENABLES ASSURANCE OF COMPLIANCE TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED. CONNECT TRAP TO BOND BEAM WITH (3) 3/16" X 1 3/4" HEX HEAD TAPCONS. THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP. ELECTRICAL NOTES EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY 1x DOOR BUCK (IF READ) TO BE ATTACHED TO MASONRY WALL w/1 1/2 x.106 AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (2008 NEC). WIRE COLLATED NAILS 0 4-O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS 0 4" O.C. SECURE PRE- 80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE HUNG DOOR UNIT PRE MFG SPECS. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER ATTIC ACCESS ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION) 22"00". ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE EXTERIOR SIDING OF GARAGEG. USEUOFDAFCIS ECEP ACLESHANDIrTAMPER MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C. RESISTANT RECEPTACLES EDGES & 6" O.C. IN FIELDS LATH MISPLACED WALL RIENFORCING NOTE ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING LTHF EQUIVALENT OFLATH SHALL B4dAGALVAND TO VERTICAL WOODBE ESUPPORTS METAL IZED IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND" NAILS WITH A PENETRATION OF 3/4 AND BENT OVER AT LEAST 3 BEAM w/ A MIN. HOOK OF 10". IF THE NEW DOWEL LOCATION IS MORE THAN 8 STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE #5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED BARRILATHER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER w/ A MIN. 2500 PSI CONCRETE. BARE FLASHING, SEALANTS, AND WEATHERSTRIPPING FENESTRATION ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12 920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. PLUMBING LOAD -BEARING PRESSURE CLASS OF MATERIAL (LBS. PER SQ/Fr) CRYSTALLINE BEDROCK 12,000 SEDIMENTARY AND FOLIATED ROCK 4,000 SANDY GRAVEL AND/OR GRAVEL 3,000 (GW AND GP) SAND, SILTY SAND, CLAYEY SAND, 2,000 SILTY GRAVEL AND CLAYEY GRAVEL (SW,SP,SM,SC,GM AND GC) CLAY, SANDY CLAY, SILTY CLAY, 1,500 CLAYEY SILT, SILT AND SANDY SILT (CL,ML,MH AND CH) ON MONO SLABS THE SEWER AND HVAC CONDENSATE LINE WILL GO UNDER THE FOOTER, ON A STEM WALL THE LINES WILL GO THROUGH THE BLOCK FOR THE LINE THAT PASSES THROUGH IT WILL BE SLEEVED WITH A PIPE TWICE THE SIZE OF IT 3" WILL BE SLEEVED WITH 6" AND 3/4" WILL BE SLEEVED WITH 1 1/2". DOUBLE DOOR FL# CODE VERSION STATUS MANUFACTURER CATEGORY SUB CATEGORY PRODUCT MODEL # OR NAME PRODUCT DESCRIPTION BOORS _�Zhlrl le 11956 R2 2919 APPRY9 MI WINDOWS ANE) BOORS EXTERIOR SLIDING EXT -��R/3740 DOOR ASSEMBLIES ALUM NUM SLIBING GLASS IMPAG BOORS - --- -DOOR WIT'' NON RESISTANT GLAZIP46 - 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 CONC COMPANY STRUCTURAL COMPONENTS PRECAST/PRE- STRESSED 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 2075-R6 2010 APPRVD FL METAL PRODUCT COMPANY INC ROOFING ROOFING ACCESSORIES RIDGE VENT 15961.2 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 tAPPRVD.PIfASTner LLC iSTRUC COMP ANCHORS SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS EXTERIOR PRE -HUNG DOORS SECURE PRE -HUNG DOOR UNIT USE 10 WOOD SCREWS/TAPCONS USE SIMPSON 1 4" X 1 1/2" MIN NAILON PINS AT THRESHOLD DOOR INSTALATIONIFASTENER PLACEMENT NOT T SCALE ROOF PITCH PER ELEVATION ---CONNECT BEAM TO TRUSS W/SIMPSON MTS12. U.N.O. 2 SYP BEAM (SIZE PER f�LAN) STRAP W/(1) SIMPSON HETA20 ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. CMU COLUMN AT FRONT ENTRY PORCH W/#5 VERTICAL. COLUM.fV HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT PER FLOOR PLAN) ROOF PITCH PER ELEVATION I,IIuI''I I TRUSS STRAP PER wig GENERAL NOTES PRECAST LINTEL W/(1) #5 (T&B) CONTINUOUS SSFPANN BETWEEN COLUMNS W/MIN. 8" BEARING SURFACE EACH END CAP ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. CMU COLUMN AT FRONT ENTRY PORCH W/#5 VERTICAL. COLUMMNN HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT PER FLOOR PLAN) FOOTING DOWELS: FOOTING DOWELS: I NTO FTGB W/ 90'MHOOK 2-#5 EMBED. 6 MIN. INTO FTG. W/ 90' HOOK PAD PER FOUND PLAN PAD PER FOUND PLAN ' MASONRY COLUMN DETAIL MASONRY COLUMN DETAIL W/PRECAST LINTEL NOT TO SCALE W/UPSET BEAM (ENTRY) NOT TO SCALE 26 GA VALLEY METAL (SEE GENERAL NOTES FOR NAIL PATTERN) ROOF DECK W/15# FELT NOTES TYPICAL EACH SIDE VALLEY FLASHING DETAIL NOT TO SCALE SIDING METAL FLASHING CD SHINGLE w ISLES ROOF VENTILATION CALCULATIONS FLORIDA BUILDING CODE 2010 SECTION 806.2 - 1 300 TOTAL ATTIC SPACE - 2808.00 NET FREE VENT NEEDED - 673.92 # OF RIDGE VENTS - 3.00 # OF OFF RIDGE VENTS - NA N ROOF CEMENT ROOF DECK FLASHING DETAIL NOT TO SCALE COMPONENTS AND CLADDING FLORIDA BUILDING CODE 2010 SECTION 301.2 140 MPH NO. 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, 32-34, 1/2 3-0 36, ALL SH 2- DOOR OR LESS C SH 35, 36, 5-0 OR 6-0 SGD D 8-0 SGD, 8-0 OHD 16-0 X 7-0 OHD < +22.0/-26.9 CONVENT FRAMING GABLE END, COMMON TRUSS OR GIRDER TRUSS -7 VALLEY RAFTERS (24" O.C. MAX) 12 P ONAL VALLEY DETAIL RIDGE BEAM (SEE NOTE #6) 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 PURLINS AT 24' O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS 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 APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10D NAILS. 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 r�