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HomeMy WebLinkAboutBuilding PlansCONFORMS TO: FBC 5th EDITION Drawing Schedule Page Description 1 Cover Sheet - Index of All Sheets Front Elevation Project Contacts Abbreviations Drawing Symbols Project Information 2 Floor Plan Dimensioned Floor Plan Floor Plan Notes Wall Legend Area Tabulation 3 Front & Rear Elevations Elevation Notes Elevation Details 4 Right & Left Elevations Elevation Notes Elevation Details Roof Layout Roof Notes 5 General Notes Building Section Section Keynotes Cabinet Blocking 6 Foundation Plan " Plumbing & Formboard locations Footprint Notes 7 Truss Layout 8 Structural Details 9 Structural Details & Flashing Details 10 Electrical Plan Electrical Plan Notes " Electrical Symbol Legend - ALL MANUFACTURES LAMM SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIR90OYVIEW INAPICTOAS THAT MAY ME N®C16i;lRY IN ORDER TO COMPLY Wffk AL6APPNaANA CODE ABBREVIATIONS DRAWING SYMBOLS PROJECT INFORMATION AB AFF ANCH B BLDG BOT BRG CJ CL CMU COL CONC CONT CONST CANT CLG DBL DIA - 0 DN DW DWG EA EJ ELEC ELEV EQUIP ANCHOR BOLT HT HEIGHT ABOVE FINISHED FLOOR HORZ HORIZONTAL ANCHOR HDR HEADER AT HB HOSE BIB BASE (CABINET) INSUL INSULATION BUILDING INT INTERIOR BOTTOM LVR LOUVER BEARING MAX MAMIMUM CONTROL JOINT MIN MINIMUM CENTER LINE NTS NOT TO SCALE :ONCRETE MASONRY UNIT O/C ON CENTER COLUMN OPT OPTIONAL CONCRETE OSB ORIENTED STRAND BOARD EW EACH WAY SYP SOUTHERN YELLOW PINE EXT EXTERIOR STRUCT STRUCTURAL FBC FLORIDA BUILDING CODE SGD SLIDING GLASS' DOOR FFE FINISHED FLOOR ELEVATION SQ SQUARE FND` FOUNDATION T&B TOP AND BOTTOM FLR' FLOOR TYP TYPICAL FRP FIRE RATED PLAYWOOD LINO UNLESS NOTED OTHERWISE FT FOOT/FEET VERT VERTICAL FTG FOOTING V(S)B VANITY (SINK) BASE GYP GYPSUM W WALL (CABINET) GWB GYPSUMWALL BOAR W/ - W/O WITH - WITHOUT _ OWNER BUILDING SECTIDN KEYNOTE r ® _ _ _ _ _I ADDRESS ■ I I - FILLED CMU CELLW/ (1) #5 BUILDING DEPT REBAR COUNTY DETAIL MARKER �-) DETAIL c DETAIL REFERENCE GARAGE ORIENTATION NUMBER ROOF MATERIAL DRAWING RETAILt IS SHOWN ON. FOUNDATION CALLOUT INTERIOR ELEVATION CALLOUT CONTINUOUS PC PRECAST CONSTRUCTION PWD PLYWOOD CANTILEVER PSI POUNDS PER SQUAREINCH ELEVATION DETAIL MARKER CEILING PSF POUNDS PER SQUARE FOOT 12 g OR 6112 ROOF PITCH THRESHOLD DOUBLE PT PRESSURE TREATED DIAMETER RBC RESIDENTIAL BUILDING CODE s�= BFF FOUNDATION ELEVATION KEYNOTES -DOWN REF REFERENCE DISHWASHER REINF REINFORCE-ING-ED DRAWING REQ REQUIRED EACH RNG RANGE EXPANSION JOINT RO ROUGH OPENING ELECTRICAL R&S ROD AND SHELF ELEVATION SHT SHEET EQUIPMENT SIM SIMILAR I �I O'BRIEN RESIDENCE. LOT 5 YATES RD. FORT PIERCE, FL 34981 ST LUCIE COUNTY LEFT METAL 9. SQUARE FOOTAGES SQ. FT. 1ST FLOOR 1406 TOTAL LIVING 1406 BREEZE WAY 262 GARAGE 840 FRONT PORCH 104 TOTAL NON -LIVING 1206 TOTAL UNDER ROOF 2612 TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD DRAFTING BY: CADD DESIGN & ESTIMATING GROUP 350 MYRTICE AVE. MERRITT ISLAND, FL. 32953 TELEPHONE: 321-626-5645 FAX: 321-600-2108 STRUCTURAL ENGINEER: N SBS SERVICES, LLC t- y 5 3893 LONG LEAF DR. c� MELBOURNE,FL32940 xx TELEPHONE: 321-684-1371 M PE#41778f y I I I N O U U v 5 0 fe w U) Z I o { a J O w 0 LU Z W N W w'w 0001 w J fJ D_ as sX F_ Y 0 7 0 O O"O 0 N z Z..�... 2r S 2 � (7 w z z z z z - - - 3 °w � rn F- m m m to i. W r C: 0 d' e M `' J 0 •U�` P�//�� VaJ1 LL �0 " o a) U ^C: WLo ICI 4-1 CL C) '0 SCALE: JOB #: 1670166-SPS DRAWN BY: CDE-JM CHECKED BY: JKA Z d L7 O W ® Z Q 0 � L_LJ( v 06 z y 7. +: Gj ' •' SL$UCTflFil� � G FLORIDA BFtI �:. FDOH in St. Lucie County _ m r' No ^ RM Environmental, Health = Site Plan Approved for Construction , * SkN S Supersedes All Previous Site Plans for % -10 . FLA �o? •� OSTDS # 11$ "T 819 & Well # 83 O g Date: q-%2 "I'I ''� /iill III`\1\\ Reviewer: 17?LaMi/ SHEE , ST OF MY KNOWLEDG THESE PLANS AND. COMPLY WITH THE DN OF THE 5th EDITIOI 26811 'ATION FOR WIND OF 1 1 ABBREV�N'i'.41TIO AB ANCHOR BOLT HT HEIGHT AFF ABOVE FINISHED FLOOR HORZ HORIZONTAL ANCH ANCHOR HDR HEADER @ AT HB HOSE BIB B BASE (CABINET) INSUL INSULATION BLDG BUILDING INT INTERIOR BOT BOTTOM LVR LOUVER BRG BEARING MAX MAMIMUM Ci CONTROL JOINT MIN MINIMUM CL CENTER LINE NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT O/C ON CENTER COL COLUMN OPT OPTIONAL CONC CONCRETE OSB ORIENTED STRAND BOARD CONT CONTINUOUS PC PRECAST CONST CONSTRUCTION PWD PLYWOOD CANT CANTILEVER PSI POUNDS PER SQUARE INCH CLG CEILING PSF POUNDS PER SQUARE FOOT DBL DOUBLE PT PRESSURE TREATED DIA-0 DIAMETER RBC RESIDENTIAL BUILDING CODE DN DOWN REF REFERENCE DW DISHWASHER REINF DWG DRAWING REQ —REINFORCE-ING-ED REQUIRED EA EACH RING RANGE EJ EXPANSION JOINT RD ROUGH OPENING ELEC ELECTRICAL R&S ROD AND SHELF ELEV ELEVATION SHT SHEET EQUIP EQUIPMENT Sim SIMILAR �d 1,4111 1% L jv hi 1 RT P I FRONT ELEVATION_ DRAWING EW EACH WAY SYP SOUTHERN YELLOW PINE EXT EXTERIOR STRUCT STRUCTURAL FBC FLORIDA BUILDING CODE SGD SLIDING GLASS DOOR FFE FINISHED FLOOR ELEVATION SQ SQUARE FND FOUNDATION T&B TOP AND BOTTOM FLR FLOOR TYP TYPICAL FRP FIRE RATED PLAYWOOD LINO UNLESS NOTED OTHERWISE FT FOOT/FEET VERT VERTICAL FTG FOOTING V(S)B VANITY (SINK) BASE GYP GYPSUM W WALL (CABINET) GWB GYPSUMWALL BOARD W/ - W/O WITH -WITHOUT BUILDING SECTION KEYNOTE 0 , FILLED CMU CELL W/ (1) #5 REBAR DETAIL MARKER 4DETAIL NUMBER DRAWING DETAIL IS SHOWN ON FOUNDATION CALLOI IT INTERIOR ELEVATION CALLOUT 12 8 F— OR 6/12 ROOF PITCH BFF FOUNDATION ELEVATION KEYNOTES S Y M B 0 L %S* CONFORMS TO: FBC 5th EDITION Drawing Schedule Page Description I Cover Sheet Index of All Sheets Front Elevation Project Contacts Abbreviations Dravving Symbols Project Information —2 Floor Plan Dimensioned Floor Plan Floor Plan Notes Wall Legend Area Tabulation Front & Rear Elevations —3 Elevation Notes Elevation Details 4 Right & Left Elevations Elevation Notes Elevation Details Roof Layout Roof Notes 5 General Notes Building Section Section Keynotes Cabinet Blocking 6 Foundation Plan Plumbing & Formboard locations Footprint Notes Truss Layout —7 —8 Structural Details —9 Structural Details & Flashing Details 10 Electrical Plan Electrical Plan Notes Electrical Symbol Legend SQUARE FOOTAGES SQ. FT. 1 ST FLOOR 1406 TOTAL LIVING 1406 BREEZE WAY 262 GARAGE 840 FRONT PORCH 104 TOTAL NON -LIVING 1206 ITOTAL UNDER ROOF 1 2612 J TOTAL THERMAL ENVELOPE VOLUME (CUBIC FEET)=11951 CUBIC FT 1PROJECT INFORMAT (".AIN I OWNER O'BRIEN RESIDENCE, LOT 5 YATES RD. Ir------1 ADDRESS FORT PIERCE, FL 34981 BUILDING DEPT ST LUCIE COUNTY COUNTY ST- LUCIF COUNTY DETAIL REFERENCE GARAGE ORIENTATION LEFT ROOF MATERIAL METAL ss ELEVATION DETAIL MARKER L F lI THRESHOLD I DRAFTING BY: CADD DESIGN & ESTIMATING GROUP 380 MYRTICE AVE. MERRITT ISLAND, FL. 32953 TELEPHONE: 321-626-5645 FAX: 321-600-2108 STRUCTURAL ENGINEER: SBS SERVICES, LLC 3893 LONG LEAF DR. MELBOURNE, FL 32940 TELEPHONE: 321-684-1371 PE# 41778 9 Z -7 7 Lu Lu 7 Lu C6 Lu CO U) :3 0 U) Z (L 0 z U) 07 U) 0 Lu Lu w U) Lu Z 9 c) Lu Z J J J 0 Lu 0 W uJ Lu w Lu U) W W 0� W of of L) :D uJ W W Lu (L =) =) D uJ P 0 0 0 to ❑ z = = X 0 Lu Z Z Z Lu 05 I 0 — N M V WLU I Ln Cm co 7.7 U. LO a_ 0 U. SCALE: 1/4"=1 1-011 (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM CHECKED BY:, JKA Z 0 CC LL1 z < Lu U 06 TeTHE BEST OF MY KNOWLEDGE LOTHAT THESE PLANS AND &NS A COMPLY WITH THE :-STRu TION OF THE 5th EDITION FLOR1DA`B 111CO CODE -RESIDENTIAL, TER 3 FOR WINSAND GRAVITY LOADS A CO: AMENDO -E I" URI DI TIO OF C @EEN K z D f . *' .41..8 R\OIC NO. 26811 T.- SS L CERTIFICATION FOR WIND I LOADING ONLY '**ASu4pA)V OF 10 28'_0" 6'_6" 9'1 I Rkk R° - 15 I I 11 V I I I I 1I h 0 1 q 18 - 9 N 2,4" 61 — — — — — — — JI — — 13'-4" 7.8" " T-P" 3' 101, D MASTER BATH 4 7 15 O oP 0 c 4 3 8'-61/2"FLAT CEILING TILE W.I.C. 8'-6 1/2' FLAT CEILI CARPET 13'-4" M _ GARAGE 8'-6 1/2" FLAT CEILING CONCRETE ------------------------- 1 1 I I 02 03 16'_0° a B O rn � 1 4'-42' 1R&1S �CUD) an 2' 5'-1- 2 4 BREEZE 8' WAY N o p �P MASTER 15 BEDROOM 8'-6 1/2" FLAT CEILING CARPET 16 W.I.C. CARPET _828'-6 12'FLAT CEILI 9.T " ° QN C T 14 nN v05 67115'Z li 4 5 N 11 15 STORAGE 6. 1/2" FLATCEILING CONCRETE -0 3'_7y° ±y± 2 oa 4 7 — -- --- ------ 1a 4'-2" 1' O NTH RANGE�N 10, 1 8-10" III _ N — - OB MN — - 4' 8" - --- `� SHS --- IC - — In h 11 �� l-u i I ---- ---- — 8'-61/2"FLAT CEILING' FILE - 12 v V UTILITY 8,-61/2" FLAT CEILING — —N id _ — — — — — — — g'_ 4g, — q — — — 131 Y DINING 8'-6 1/ — —' _ 4$. " FLAT CARPET FILING 14 — � N 9.6" 0 oO GLH °ONE KITCHEN 8'-6 1/2" FLAT CEILIN TILE N - F� ) 3�-p 2' 12 W (0 5'-14 l O 13 " 3'-3Z' 2-1 9'l 2'_0" 9,-0" 6'_0.._, 26'_0" I 14'-0" O 9 ED C O REF ---� �/ AV � 0 ODf N ?7 -v 4'1 4'-2" 4'1 3' B" Z-0" 2 Sl'�" 14 ` 2 D BATH #2 8' 61/2" TILE CEILING M FAMILY 8'-6 1/2" FLAT CEILING, CARPET IC U- T A Ei FOYE 1/2" FLAT CEI NG TILE N 1R & 1S 5 10 a -� 6 Y N.. H " 1 38 q 5 " I �z 3 F- g_1- 4 o N 07 Y J 5'1 3'-10" 7l 2' 4" BEDR OM #2 FROM , PORCH iv DI— — — — — — _ _ 81 112" FLAT CEILING — — — CONCRETE — — 7. 8. 7 m - x 8'-6 1/2" FLAT CARPET CEILING 8 14'-s' ' 1-4 7A'n• FLOO ' r LiAAg SCALE:36x24 1/4" = 1'-0" 5'_0�� 32'-0" O f5 61_2" 6'_2" 12'-4" PRODUCTAPPROVALS TYPE MANUFACTURE FLORIDA PA# WINDOWS FIXED GLASS PGT INDUSTRIES, INC. FL243-R20 SINGLE HUNG FIST INDUSTRIES, INC. FL239-R25 MULL PGT INDUSTRIES, I 6 - EXTERIOR DOORS SLIDERS N/A N/A EXTERIOR FRENCH THERMA-TRU CORPORATION FL 10975.1 EXTERIOR DOORS THERMA-TRU CORPORATION FL 10537.1 OVERHEAD O DO A , ROOF SYSTEM METAL ROOE EXTREME METAL FABRICATORS FL17022-R7 UNDER LAYMENT SHARKSKIN FL8097-R4 PER FBC 5th EDITION RESIDENTIALR301.2.1.2. ALLWINDOWS.& EXTERIOR DOORS TO BE IMPACT. RATED SQUARE FOOTAGES SQ. FT. 1ST FLOOR 1406 TOTAL LIVING 1406 BREEZE WAY 262 GARAGE 840 FRONT PORCH 104 TOTAL NON -LIVING 1206 TOTAL UNDER ROOF 2612 1st FLOOR WALL LEGEND 79/e" CMU WALL TO 8'1 AFF UNO. 3 1/2" WALL W/ 1/2" GWB EACH SIDE 5 1/2" WALL W/ 112" GWB EACH SIDE C - - - - - 31/2" WALL @ 42" AFF W/ 1/2" GWB EACH SIDE 1ST FLOOR PLAN KEYNOTES 7 40" x 54" SHOWER 57" x 36" SHOWER 3 ENCLOSED OUTDOOR SHOWER W/ 6'-0" H. WALLS 1 4 1 PRE -PLUMB FOR OUTDOOR SHOWER �5 J13-1/2" WALL @ 42" H. W/ GLASS ENCLOSURE OVER 36" PRE -FABRICATED GAS FIRE PLACE ❑7 STRUCTURAL BEAM ABOVE 8 8" x 16" MASONRY COLUMNS ❑9 J 22-1/2" x 36" ATTIC ACCESS 10 22-1/2" x 54" ATTIC ACCESS 11 140"x12"x20" SHOWER SEAT 1�]� TANKLESS WH 13 18"HIGH KNEE WALL @ FRONT OF BREEZE WAY 14 136" HALF WALL 1]FILLED CMU CELL W/ (1) #5 REBAR 10 142 HIGH KNEE WALL WITH COUNTERTOP ABOVE TOTAL THERMAL ENVELOPE VOLUME (CUBIC FEET)=11951 CUBIC FT 1]24"x24"l TALL CABINET i m 3 m 0 0 w Z O J 0, z m (1) U) a 7- LU !; z J z J z J m LU p LU W J. ILL!a to W a W a W w y a U y U) y y a LU~ 0 0 0 N z xx= C7 w z z z z J Q 0 0 co Ill @ f�D f0 f0 h O ti � N N C4 N O N M O �s00 C n M LL Co Lo rA O .'- 4o SCALE: 1 /4"=1'-011 (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM CHECKED BY: JKA Z a 0 0 W z Qc G Lu 06 1 HWARi • f IFY• B�Si OF MY KNOWLEDGE D BELIEF��l HAA.T� AESE PLANS AND * SPECIFICA710NPCC14PLY WITH THE STf11M�IRAL POIRTION U THE 5th EDITION O4. IDA BUILDING DE- RESIDENTIAL, Im . AP]1''E�R 3 FOR WIND LOADS A -t+1ENDED ED BY * •: PER ING I ti. 0, DATE �p .. E GAO,✓41776 '. SALON' .d NO.26811 B'YRIJ(�'14 "L CERTIFICATION FOR WIND LOADING ONLY L F 10 ELEVATION KEYNOTE LEGEND: O1x4 STUCCO TRIM TYPICAL OHORIZONTAL STUCCO SIDING AS PER SPECS OROOFING ASSPECIFIED - TEXTUREDSTUCCOFINISH OVER CMU WALL O8"xl6" MASONRY COLUMN OCRICKET O18" HIGH.. KNEE WALL W/ TEXTURED FINISH OVER CMU @ FRONT OF BREEZE WAY O8 1x6 STUCCO TRIM TYPICAL OBREEZE WAY m z 0 0 U U N 1n 0 O_ m Z z m o a � � Z w� to p w z w z w z w z J J J 0 w wO . I" to o. W K W W W W y a w w > w IL z �.. 2 2 2 1 0 w z z — z — z — z 3 71 W Q ❑ H Q O O h h W O E NHH �rn 0 /'1'� V H � AW' r n,� W �� QD�I SCALE: 1/4"=1'-0" (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM CHECKED BY: JKA Z a 0 Oa C W 0 z L7 �_ ul <C w tJ 06 ui I ' \\\ AygT `Il THE BEST OF MY KNOWLEDGE �\ {q�� LIL4,THAT THESE PLANS AND �.•'. .sS SP4FICAftJNS COMPLY WITH THE STRUCTURM*OPON OF THE 51h EDITION �'� \• j%ORIDA BUILDING CODE - RESIDENTIAL, W . A APTER 3 FOR AND GRAVITY LOADS AE Q] : AMENDED PERAdI JURI IIICT ppcc�� F 4X� iL21C NO. 417 ((•'��''h(�Icy\\\\(M LIC NO.26811 qM SURAL CERTIFICATION FOR WIND LOADING ONLY SHEET: OF 10 '� co 3 m z �U U V N to m O m a Z Q z tp (A U) J O ZLLJ lD Z Z Z LU Q z _1 J J L W W O O O W U Y W 0)w W W Q) W a. N LU I- 0 0 O z i m = = U' LU z z z z z - - ; J Q W O K y 2 H > W O. N M V' U 00 m m co .C/) U. N � M U c: >- L. a) Lo co LL SCALE: 1/4"=1'-01, (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM CHECKED BY: JKA z a M 0 o V w 0 z � m V) N c� w V 06 s a raw.t N �1 II,I I.I///////, S CFi{TIF7 �EST OF MY KNOWLEDGE N Id BE 0THESE PLANS AND ECIFICA IONS'tOMPLY WITH THE \G STRUCTURAL bORiIMOF THE SM EDITION Fib. A13UIL13JN CODE -RESIDENTIAL, AAPTER pj 3 FOR WIND GRAVITY LOADS A AMENDEDAN DBYT PERM] QoRISDI F S �tlS • `TZ F O•. C�NO. 41 / .... IC NO.26811 WIND / I I nq ryNeu. CERTIFICATION FOR LOADING ONLY T:'OF 10 0py4 C ODE :FBC 5 TH EDI TION GENERAL PLAN NOTES PROJECT ADDRESS: LOT 5 YATES RD. FORT PIERCE FL 34981 PROJECT NAME: 16-0166-SPS 1.A/C COMPRESSOR LOCATION MAY VARY- VERIFY LOCATION ENGINEER: BEN SCHWARTZ WITH SURVEY. TYPE OF CONST.: CMU X FIRM _ BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED _ OPEN 2. SLAB SHALL BE RECESSED ON ALL EXTERIOR DOORS (EXCEPT WIND SPEED (ULT): 170 MPH FRONT DOOR) IN LIVING AREAS. EXPOSURE C INTERNAL PRESSURE COEFFICIENT: +0.18/ -0.18 3. ALL EXTERIOR CMU WALLS BETWEEN OPENINGS WITH IMPORTANCE FACTOR 1.0 VERTICAL REINFORCEMENT AT EACH END ARE SHEAR WALLS. MEAN BLDG. HEIGHT <15, ft. SEE FLOORPLAN SHEET FOR PLACEMENT OF VERTICAL REINFORCEMENT. OVERHANG 16 ft ROOF PITCH 6/12 ROOF D.L. SHINGLES TILEL.L=20 REFER TO CABINET MANUFACTURERS FLOOR L.L. 40 psf DL 20 psf G1 DESIGN PARAMETERS N WINDOW/DOOR DESIGN PRESSURES ON ELEVATION YES- NO - A) DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFICATIONS FOR CABINET COMPONENTS and CLADDING WIND PRESSURES SEE TABLE 1, SHT. 7 SPECIFIC NOTES LAYOUT SHUTTERS YES - NO X 1. ROOF LOADS: IMPACT RESISTANT ASSEMBLY YES X N0= UPLIFT CALCS: GARAGE DOOR PRESSURES (SEE SHEET7) DEAD LOAD (DL): 20PSF WEATHER PROBABILITY - NEGLIGIBLE LIVE LOAD (LL): 20PSF BOT CHORD (DL): 10 PSF TOTAL LOAD: 40 PSF OUR FACTOR: 1.25 GENERAL FOUNDATION NOTES: FLOOR LOADING: 40+20 = 601, PSF DESIGNS BASED ON WIND SPEED INTERVALS OF 3 SECOND GUST. FBC 5th 1. CONCRETE SHALL BE MINIMUM 3 1/2" THICK OVER CLEAN, EDITION PERFORMANCE: OF FASTENERS AND ANCHORS FOR COMPONENTS TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE AND CLADDING MAY VARY DUE TO FLYING DEBRIS. VAPOR BARRIER. 2. CONCRETE SLAB SHALL CONTAIN 6"x6" #10/#10 WWM, G2 MIN. LUMSPECIFICBER SIZES, SPACES, GRADES, AND SPECIES UNO IN 3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 psi. A) INTERIOR NON -BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) #2 GRADE LUMBER (OR 4. ALL 90" HOOKS ARE TO BE EXTENDED 10" MINIMUM BEYOND BETTER) OR METAL STUDS (25ga.). CRIMPER MAY BE FAM I LY B FQYER C BATH #2 D FAMILY E KITCHEN THE TURN. FIELD BENDS ARE TO BE DONE COLD AND THE USED IN LIEU OF SCREWS FOR METAL STUDS. DIAMETER OF THE BEND, MEASERED ON THE INSIDE OF THE B) FRAME BEARING WALLS: 2x4 STUDS AT 16" ON CENTER TO \� BAR, IS NOT TO BE LESS THAN (6) BAR DIAMETERS. 10'-0" LENGTH., OTHERWISE USE 2x6 SPF #2 GRADE LUMBER (OR BETTER). 5. MINIMUM COVERAGE FOR REBAR SHALL BE 3" IN FOOTERS C) HEADERS: SOUTHERN PINE, GRADE 2,(2) 2x12's UNO ON AND 1 1/2" IN BOND BEAMS. HOOKS MAY BE ROTATED PLAN OR DETAILS. NAIL PLIES WITH 16d GUN NAILS AT TOP HORIZONTALLY IF REQUIRED TO ACHIEVE MINIMUM COVERAGES. & BOTTOM EDGES 16" O.C. OPEN TO. N_7_77_�_ 6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. (30" FOR #5 BARS).DINING ROOMG3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. � / \ / \ ��iq OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. `4 - - - - - ih VENTTHE FOUNDATION DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOADG4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETECARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. IN THE EVENT OR STEEL SHALL BE PRESSURE TREATED (P.TJ. THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED°DdIa/ l lklnAr ^Kl nI AwI KAAV Do CI IDCDf`MnPr) RV AAI FAIrIAIFFR _- -_ - ____-__-_-_.._._. - __.. �._........ J..., ' , it r1F1 IVII.`LIVIUIVI, 5 O R HALL NOTIFY I DESIGN. CON TRACTOR S IN SPECIALIZED FOUNDATIONBRACING DURING ERECTION OF TRUSSES AND FOR ALL ENGINEER IF SOILS ARE QUESTIONABLE TO 10' DEPTH. SATISFACTORY COMPACTION TEST OF FILL DOES NOT VERIFY LOWER SOILS ARE PERMANENT BRACING PER HIB-91 SUMMARY SHEET F4 0 4 ADEQUATE. --- G6 GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, FRIDGE RANGE FOUNDATION NOTES STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR EMBEDDED AND SUPPORTED ITEMS, 2' .0" 3'-0" 2'-6" 2'-6" 1' 6" 3'-0" 1'-3" 3' 6" ^ 1' 4" 2'-0" 2'-6" DESIGN CRITERIA ANCHORED, WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF FOUNDATION DESIGN IS BASED UPON AN ASSUMED ALLOWABLE SOIL ANY DISCREPANCIES IMMEDIATELY PRIOR TO ANY CONTACT PRESSURE OF 2000 PSF WITH A MINIMUM MODIFIED CONTINUATION OF: WORK. F KITCHEN G KITCHEN H KITCHEN I KITCHEN PROCTOR DENSITY OF 95% PER ASTM D1557. G7 ANCHOR POSITIO14S ARE t 112" SOIL PREPARATION FOR AREAS UNDER BUILDING SLAB SUBTERRANEAN TERMITE PROTECTION SHALL BE APPLIED PER LOCAL G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING JURISDICTION BUILDING DEPARTMENT BY A LICENSED PEST CONTROL SUED MANUFACTURE S LIST IFPARTMENTS' LATEST PAPPL CABLE) SHALL BPROVED ROOF E NG TO THEUSED ( COMPANY. WHERE PERMITTED PER LOCAL JURISDICTION, TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON SUBTERRANEAN TERMITE POST -TREATMENT MAY BE BORACARE EQUEST MIN. 6 PER TAB N APPLIED TO GROUND FLOOR WOOD SURFACES IN -LIEU OF SOIL g TREATMENT. G10 ROOF SHEATHING IS A DIAPHRAGM - 5/8" CDX SHEATHING b" (4-PLY) USE 8D RING SHANK NAILS 4" O.C. ALL WAYS & NAIL EAVE Zo MATERIALS EDGES 4" O.C. Ale OPEN CONCRETE TO z4 '° CONCRETE FOR SLABS, CURBS, AND FOUNDATIONS SHALL LAVATORY 4 aD HAVE A MINIMUM PC OF 3000 PSI AT 28 DAYS. G11 ALL -STEEL REINFORCEMENT IS GRADE 60 U.N.O. ON PLAN + CONCRETE MASONRY UNITS (CMU) G12 ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES CMU AT OR BELOW GRADE SHALL CONFORM TO ASTM C90 SPECS \ WITH A MINIMUM F'M OF 1500 PSI AND SHALL USE TYPE'M' OR'S' MORTAR. FILL ALL CELLS AT OR BELOW GRADE WITH 3000 G13 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH PSI GROUT REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS. Z-9--V 1-0. "m REINFORCING STEEL (REBAR) GENERAL MASONARY NOTES: (IF APPLICABLE) REBAR SHALL BE GRADE 60 (FY 60000 PSI) J MASTER BATH K MASTER BATH L MASTER BATH CONSTRUCTION 1. MASONRY CONSTRUCTION SHALL CONFORM TO LATEST EDITION AND FOOTINGS ACI-531-95. COVER FOR REBAR AGAINST A A NS T EARTH SHALL BE 3'. PROVIDE MINIMUM LAPS OF 48 BAR DIAMETERS (30" FOR #5 BARS). 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM-C90 WITH Pm=1500 pci. SLABS SLABS SHALL BE A MINIMUM OF 3-1/2" THICK OVER CLEAN 3. MORTAR SHALL COMPLY TO ASTM C-270 TYPE "M" OR "S". COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER (WITH JOINTS SEALED PER CODE). AT INTERIOR CORNERS OF 4. REINFORCE WALLS SHALL CONFORM TO ACI 530 AND AS SHOWN SLABS, ADD (2) #5X36" REBARS DIAGONALLY 12" APART, 2" ON PLAN AND SECTIONS USING VERTICAL & HORIZONTAL #5 @ 24" OC FROM CORNER OF SLAB AND PLACED WITHIN UPPER THIRD OF IN GROUTED CELLS WITH PROPER DOWELS AND CORNER BARS THE SLAB THICKNESS. CONFORMING TO ASTM A-615. 5. WHERE SHOWN ® ON SHEET A1.1 CONCRETE BLOCK TO BE FILLED EMBEDDED ITEMS SOLID WITH GROUT fc=3000 psi MINIMUM. WHERE SHOWN OR INDICATED ON THE FOUNDATION PLAN, PROVIDE A #5 DOWEL EMBEDDED A MINIMUM OF 12" INTO 6. WINDOW TOLERANCE A MAXIMUM OF 1/4" TOLERANCE ON EACH w THE FOUNDATION (WITH A STANDARD HOOK). DOWEL SHALL SIDE OF ROUGH OPENING PER MANUFACTURER'S SPECS: Z EXTEND'A MINIMUM OF 30" ABOVE THE SLAB (OR CURB). U WHERE DOWEL HAS BEEN INADVERTENTLY OMITTED OR MIS -LOCATED, DRILL A MINIMUM 6" INTO CONCRETE BELOW DOWEL ROD REPAIR NOTES: SLAB (3" FROM EDGE t 5/8" AND 4" FROM ENDS OF CAP wi z D WALLS), REMOVE DUST, AND USE A TWO PART EPDXY TO IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN EMBED DOWEL INTO FOUNDATION SYSTEM. USE SIMPSON POUR LOCATIONS, DRILL 5" INTO CONCRETE (NO CLOSER THAN 3 3/4" FROM O 0 EPDXY -TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR EDGES AND 5" FROM ENDS OF CAP WALLS), REMOVE DUST PER MFG: S o EMBEDMENT INTO CONCRETE. INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. O 04 USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. J WHERE REQUIRED, 1/2" X 10" LONG TITEN HD MAY BE to USED TO REPLACE 1/2"0 J-BOLTS. SUCH BOLTS EXTERIOR FINISH SHALL BE LOCATED NO CLOSER THAN 5" TO EDGES AND 6" 1. A WATER RESISTANT BARRIER IN COMPLIANCE WITH ASTM D226 SHALL "1 FROM CORNERS AND ENDS. BE APPLIED OVER STUDS OR SHEATHING PRIOR TO APPLICATION OF CEMENT PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO AT LEAST TWO LAYERSOF GRADE D PAPER. 2. INSTALLATION OF EXTERIOR LATHING & FRAMING OVER FRAME WALLS SHALL COMPLY WITH ASTM C1063 3. EXTERIOR PLASTER SHALL COMPLY WITH ASTM C926. OVER MASONRY CABINET BLOCKING CONSTRUCTION, SCRATCH COAT SHALL BE APPROXIMATELY 3/8" THICK AND THE FINAL COAT APPROXIMATELY 1/4" THICK. OVER SHEATHED WOOD FROM CONSTRUCTION, A 3-COAT SYSTEM SHALL, BE EMPLOYED SCALE: NTS RESULTING IN A TOTAL THICKNESS OF 7/8'." E,vil L� Wm�� rr � II III ID I I � L--_J I WASHER DRYER. N UTILITY ROOM m Uj vi o 0 0 n U U U y 0 O Z y vi N J W z z z z y L' O W J J J 0 a wN wLUw w �= _ma itww w 7 w W W W U w a o 0 0 z< 2 S 2 Z w z Z Z z - J w P m w WO �.. ItM V m lr� 00 0 m m O ^, W t-> LL c co W W L. co}+ O 0 s. 0 LL SCALE: 1/4'1=1'-011 (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS1 DRAWN BY: CDE-JM CHECKED BY: JKA z a LD 0 0 LLJ 0 Z d Q Lu U 0?5 WCERTIIFYT O THEBEST (5 jMY KNOWLEDGE <L AND B1�EF THRTT 9e PLANS AND ,,��,,^^��$IIQ$IkISATIONS�OMPW WRH THE �2UCTURAL PORTIQN OF TBE 5th EDITION FLORA BUILDING ¢OW- RESIDENTIAL, HAPT�R 3 FOR WIND ANUaVITY LOADS A AMENDED ICI DBY THE. INQ J�I SI R� wARNO.Tz t No. ame / / I III 1 11 LIC 26811 STRUCTURAL CERTIFICATION FOR WIND LOADING ONLY l OF 10 5 L F L Is 604 L— — — — — — — — — — — — — L— — — — - r 6 III u L 5 2 In 0 U _j rj CN L IL _T 14-1 40'1 12'1 74-1 FOUN"ur"AT10"'N PLAN SCALE: 36x24 114" 111: VI BOCA-CARE FOR TERMITE TREATMENT FOUNDATION KEY NOTES 7-5/8" CURB @ GARAGE PERIMETER HVAC PAD SIZE MAY VARY PER MAUFACTURE NOTES �i 3 h 3-1/2" RECESS SHOWER LOCATION GARAGE FLOOR SHALL SLOPE 1/8 INCH PER FOOT TOWARD OVERHEAD DOOR. PROVIDE WEATHER LIP RECESS @ GARAGE DOOR F6] PAD FOOTERS (2) PLACES 24"x24"x16" W/ 3- #5 REBAR EACH WAY 2"1 PLUMBING WALL 1:31 PAVERS #5 REBAR ZI CONIC SLAB �FFI CONIC SLAB WFG Z Z MI • 16 4" 8- 4" CONC. (1) #5 CONT (2) #5 CONT DRIVE 3" MIN. COV. 3" MIN. COV. BEARING FOOTER �-�SCALE: RAT HGO NTS SCALE: NTS #5 REEIIAR I/I xl 0" ANCH. 7 5/8" BOLT (UNO) AT 48" CONC %LAB FF O.C. MAX. (7- MIN. VARIES EMBED.) FIG FF Z 55 m (2) #5 CONT (2) #5 CONT 16" 3" MIN. COV. 3" MIN. COV. _CURB SECTION (B�EARINQ LOAD BEARING INTERIOR STEP SCALE: NTS 4 #5 REBAR CONIC SLAB 41 — CONIC SLAB FF 8- FF VARIES ;D (1) #5 CONT (2) #5 CON 3" MIN. COV. NON LOAD BEARING INTERIOR STEP DETAIL SCALE: NTS 112"0 xl O"ANCH - BOLT (UNO) AT 48. CONIC SLAB O.C. MAX. (7" MIN. EMBED.) FF VARIES 4 FIG co 8 (1) #5 CONT (2) #5 CONT 3" MIN. COV. �\ 'INTERIOR BEARINGTHICKENED "-�SCALE. �NTS EDGE J SCALE: NTS #5 REBAR VARIES # m 5 REBAR t,//- CONIC SLAB m VARIES 81 FF FG (1) 95 CONT (2) #5 CONT 16'(2) #5 CONT YMIN. COV. 3" MIN. COV. SL GLASS DOOR SECTION T SHOWER 100 CURB SLCTION NTS SCALE: NTS SCALE TS 8- VARIES a.. z (1) #5 CONT (1)#SCCNT SECTION AT SHOWER SCALE: Z.7 (2) #5 REBAR 7-1/2" MIN. ------------ 24" 24" (2) #5 (2) #5 REBAR A4 PIPE P EM 12" WSLEEVE PIPE THRU FOOTER P>CALE:NTS JI Z —7 -7 aa vi LU LU Lu L) 0 0 ch (0) 0 EL EL z 0 Z U cf) 0 F- zLu Z w Z cli LU > Z W -i 0 -i a 0 LU Lu LU 0 (L w w Lu of w w 5 �4 uj u) Lu w w EL w < x =3 000. w z z z z — — — LU T_ 0 70 U. co c: >- 0 S. Al U-) 0 4-j 0 CL .J 0, U— SCALE: 1/4"=11-011 (UNLESS OTHERWISE NOTED) JOB #: 16-0166—SPS DRAWN BY: CDE—JM i CHECKED BY: JKA I 0- 0 0 Lf) 0 LI 0 z < Lu (1 06 rn HWq j 6EST OF MY KNOWLEDGE AND SEC,TKkT THESE PLANS AND SPECIFICAT -OMPLY WITH THE SIN OF THE 5th EDITION f3.LpPRTION DA ING CODE -RESIDENTIAL, L&TUFBUIlLO PTER 3 FOI END AME E[YA EN CED BY THE RISD TIO a 4 -B ARTZ D IC NO. 41778 LIC NO. 26811 D /III \\tA I ISI�UICITURAL CERTIFICATION FOR WIND LOADING ONLY OF VJJ B06 2 PLY B04 o o B03 B02 8'-6 1/2" CLNG B01IN B02 B03 CJ3 L TT LI L4 L5 L6 1z A' 2 PLY L1g /81-6 1/2" CLNG I 0 I o L 18 A, L21 ATTIC ACCESS Ilk AHU 8'-6 1/2" CLNG nIL11 ` L1 ki I 15 .LINTEL WIN WINDOW AND AREA LINTEL LINTEL LINTEL SAFELOAD 14 ID OR DOOR ID DOOR DESCRIPTION SCHD. (MIN) LENGTH (MIN) TYPE PER LF. GRAY. UPLIFT L7 03 9070 GARAGE DR 63 S.F. 8F16-1B/1T 9'-B" PRECAST - 1,533 '1,183- L2 02 9070 GARAGE DR 63 S.F. 8F16-1B/1T 9'-8" PRECAST 1,533 1,183 - t3 01 5070 GARAGE DR 35 S.F. _ 8F16-1B/1T 5'-8" PRECAST 4,360 2,093 L4 I OPENING 8F16-1B/1T 17'-4" PRESTRESSED 950 500 75 A 72"x18" FG 9S.F. 8F8-1B/1T 6'-8" PRECAST 1,011 727 L6 B 1/2 33 SH 7 S.F. 8F8-1B/1T T-0" PRECAST 2,693 1,363 L7 C 48'l FG 6 S.F. 8F8-1B/1T 4`-8" PRECAST 1,663 1,016 L8 D 30'l8" FG 3.75 S.F. 8F8-1B/1T 3'-2" PRECAST 3,069 1,569 L9 E 25 SH 17 S.F. 8F8-1B/1T T-10" PRECAST 2,693 1,363 L10 OPENING 8F8-1B/1T 6-0" PRECAST 1,238 838 L11 OPENING 8F8-1B/1T 14'-4" PRESTRESSED 458 246 L12 OPENING 8F8-1B/1T 6`-0" PRECAST 1,238 835 L 33 H 32'l FG 5.34 S.F. SF8-1B/1T T-4" PRECAST 3,069 1,569 14 OPENING 8F8-1B/1T 5'4" PRECAST ' 1,663 .1,016 15 I 32"x24" FG 5.34 S.F. 8F8-1BHT Tl PRECAST 3,069 1,569 L 66 J 1/2 34 SH 9.72 S.F. 8F8-1B/1T 3'-011 PRECAST 3,069 1,569 L 77 K 1/2 34 SH 9.72 S.F. 8F8-1B/1T T-O" PRECAST 3,069 1,569 108 18 O6 (§� 2868 17.8S.F. 8F8-1B/1T 3'-6" PRECAST 3,069 1,569 L 99 OS 2868 17.8S.F. 8F8-1B/1T 3'-6" PRECAST 3,069 1,569 20 04 2868 17.8S.F. 8F8-1B/1T T-6" PRECAST 3,069 1,669 221 OPENING 8F16-1B/1T 14'-8" PRESTRESSED 1,370 655 22 07 3068 20 S.F. 8F8-1B/1T Tl PRECAST 2,693 1,363 23 E 25 SH 17 S.F. 8F8-1B/1T 3'-10" PRECAST 2,693 1,363 L24 E 25 SH 17 S.F. 8F8-1B/1T 3'-10" PRECAST 2,693 1,363 REFERENCE: CAST-CRETE SAFE LOAD TABLES HIGH STRENGTH PRECAST & PRESTRESSED CONCRETE LINTELS. NOMINAL 4" MINIMUM BEARING REQUIRED EACH END. L13 � 11� OFT L12 L7 I L8 8'=6 1/2" CLNG 22 ) L11 L1 � ww w ww U U Lg TRUSS LAYOUT NOTE: REFERENCE ONLY. FOR TRUSS PLACEMENT AND TRUSS -TO -TRUSS CONNECTORS, II, EE TRUSS MANUFACTURER'S DRAWINGS. !I I Hatch Lege TRUSS END DETAIL 2A' HEEL 12 SQUARE CUT OVERHANG 4� 3-15/16" HEEL HEIGHT 2,-a,, . THIS BUILDING HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH THE 5th EDITION FLORIDA BUILDING CODE - RESIDENTIAL 1. WIND SPEED - 170 MPH ULTIMATE 2. WIND IMPORTANCE FACTOR-1 3. BUILDING CATEGORY - II 4. WIND EXPOSURE - C 5. INTERNAL PRESSURE COEFFICIENT -±.18 6. COMPONENT & CLADDING DESIGN WIND PRESSURE SEE TABLE 1 7. THIS RESIDENCE OCCURS WITHIN THE WIND-BORNE DEBRIS REGION FOR 140 MPH AND ABOVE, ACCORDING TO ASCE 7-10 AND 5th EDITION FLORIDA BUILDING CODE, SECTION 1609 8. ALL STRUCTURES ON THIS PLAN ARE DESIGNED AS ENCLOSED OPENINGS AND THE TRUSS ENGINEERING SHALL BE PREPARED AS SUCH COMPONENTS AND CLADDING PRESSURE TABLE ENCLOSED STRUCTURE - 170 MPH ULTIMATE EXPOSURE C, ROOF ANGLE 7° < 0 <= 27' MEAN ROOF HEIGHT 15' < H EFFECTIVE WIND COMPONENT ZONE LOCATION AREA (SO FT) PRESSURE (PSF) SF < 10 24.6 -39.1 10 <.SF <20 22.4 -380 1 ROOF 20 < SF < 50 19.5 -36.5 50 < SF < 100 17.3 -35.5 SF < 10 24.6 -68.0 10 < SF < 20 22.4 -62.6 2 ROOF EDGE 20 < SF < 50 19.5 -55.3 50 < SF < 100 17.3 -49.9 SF < 10 24.6 -100.6 10 < SF < 20 22.4 -94.0 3 ROOF CORNER 20 < SF < 50 19.5 -85.3 50 < SF < 100 17.3 -78.8 SF < 10 42.7 -46.2 10 < SF < 20 40.8 -44.4 4 WALL 20 < SF < 50 38.2 -41.9 50 < SF < 100 36.3 -39.9 100 <SF <500 31.8 -35.5 SF < 10 42.7 -57.1 5 10 < SF < 20 40.8 -53.2 WALL CORNER 20 < SF < 50 38.2 -48.2 50 < SF < 100 36.3 -44.4 100 <SF < 500 31.8 -35.5 TABLE 1 ANCHOR AND TIE -DOWN CONNECTION SCHEDULE IDENTIFY LOCATION RAFTER ORTfiIJ§§ BOTH TOP PLATES FIRBT FLOOR STUD STUD TO BOTTOM PLATE TO OF NNECTIONS PERTRUSS A TO SOT H TOP. TO STUD: TO BOTTOM FLOOR BOTTOM PLATE: FOUNDATION LAYOUT: PLATES OR STUD: UPLIFT.. O-ipW LINTEL BEAM: REO'D CONNECTORS SIMPSON MAKE MAKE MAKE MAKE MAKE HETA16 MASONRY CONNECTOR CONNECTOR CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS BOTH TOP PLATES FIRST FLOOR STUD STUO TO BOTTOM PLATE TO OF CONNECTIONS TO BOTH TOP TO STUD: TO BOTTOM FLOOR BOTTOM PLATE: FOUNDATION PER TRL65 PLATES OR LAYOUT B. LINTEL BEAM: UPLIFT WLY: 2,035 MAX REO'D 2­PLY,, 2,5W MAX CONNECTORS SIMPSON A13, B05, B06 MAKE MAKE MAKE MAKE MAKE (2) HETA16 y,., MASONRY CONNECT CONNECTOR ' CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS BOTH TOP PLATES FIRST FLOOR STUD STUD TO BOTTOM PLATE TO OF CONNECTIONS TO BOTH TOP TO STUD. TO BOTTOM FLOOR BOTTOM PLATE:. FOUNDATION PER TRUSS C PLATES OR LINTEL BEAM: LAYOUT: UPUFT 01 pW O CONNECTORS: CONN SIMPSON SIMPSON SIMPSON MAKE MAKE MAKE MAKE MAKE ALLTHREAD SPH4 W/12 ROD (WHERE SPH4 W/12 1/2" ANCHOR HTS20 10d x1-1/2 APPLICABLE) 10d x 1-1/2 BOLT WOOD CONNEC CONNECTOR. CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS BOTH TOPPLATES FIRST FLOOR STUD STUD TO BOTTOM PLATE TO OF CONNECTIONS TO BOTH TOP TO STUD: TO BOTTOM FLOOR BOTTOM PLATE: FOUNDATION PERTRQRS D PLATES OR LAYOUT: LINTEL BEAM: UPLIFT. tn51$900 REO D CONNECTORS: SIMPSON SIMPSON SIMPSON MAKE MAKE. MAKE MAKE MAKE. ALLTHREAD ROD{WHERE 1/2" ANCHOR (2) HTS20 (2) HTS20 APPLICABLE) (2) HTS20 BOLT WOOD CONNECTOR CONNECTOR CONNECTOR CONNECTOR .CONNECTOR IDENTIFY LOCATION RAFTER OR TRUSS BOTH TOP PLATES FIRST FLOOR STUD STUDTO BOTTOM PLATE TO. OF CONNECTIONS TO BOTH TOP TO STUD: TO BOTTOM FLOOR BOTTOM PLATE: FOUNDATION PER TRUSS E PLATES OR LINTEL BEAM: LAYOUT: UPLIFT 4940 MAX ROOD CONNECTORS. SIMPSON Al MAKE MAKE .MAKE MAKE MAKE VISIT MASONRY CONNECTM CONNECTOR CONNECTOR CONNECTOR IDENTIFY LOCATION RAFTER OR TRUBS BOTH TOP PLATES FIRST FLOOR STUD STUD TO BOTTOM. PLATE TO OF CONNECTIONS TO BOTH TOP TO STUD: 'TO BOTTOM FLOOR BOTTOM PLATE: FOUNDATION PER TRUSS PLATES OR LAYOUT: F LINTEL BEAM: UPLIFT 494 MAX REDD CONKECTORS: CONN SIMPSON SIMPSON SIMPSON SIMPSON SIMPSOhC MAKE MAKE MAKE. MAKE MAKE ALLTHREAD ROD (WHERE 1/2" ANCH( R VGT HDU5 APPLICABLE) HDU5 BOLT WOOD CONNECTOR CONNECTOR CONN CTOR CONNECTOR : CONNECTOR / 1. TRUSS TO MASONRY OR CONCRETE CONNECTORS TO BE TYPE A, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE. 2. TRUSS TO WOOD FRAME WALL CONNECTORS TO BE TYPE C, UNLESS NOTED OTHERWISE IN CONNECTION SCHEDULE. INOTE ALTERNATE CONNECTORS ARE ALLOWABLE UPON WRITTEN APPROVAL FROM THE ENGINEERID Y m z WQ. w� 22 L j. 0 O D U 0) m O m_ w GJ a Z J O Z '.(A v1 InQ Cl)W.. Z O Z Z Z Z 71 W a 17 O t7OLU w cow W. LU fq <Y o LU a It w at U y u a Y U Vl '05 a. > z 2 S 2 Z z 'Z z z_ 3 J 0 �w rn F Q N m n N N mo 0 r N S U.1 'O - N M ? 'Ldco { L d✓ W @jo W o 0 SCALE: 1 /4"=1'-0" (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM CHECKED BY: JKA ICI IIFY•IA LHE BEST OF MY KNOWLEDGE \\ CL�EVjtiATTHESEPLANSAND �\ 6 WITH THE OF THE 5 I� �E EDITION NGrG 7GRAC TI SCOMPLY • \. -FLO IOA BWL ODE - RESIDENTIAL, HAPTER 3 FORAMIND AID GRAVITY LOADS A IJ' 41 NOEDANBJP, R P IT* URISDI TO �T HEN S. SO. j,�^y'.,L��)l TA E Y �rE IJ�®.417T{/ // (�I• F•jl{CT�I�OERTIFICATION FOR WIND !, /. •\J(•A4 \\\LOADING ONLY OF RECORD PRIOR TO INSTALLATION. ) I I 1 I 1 SH .105 10 /� METAL ROOF OVER TYP. SHARKSKI ON 518" PLYWOOD ANCHOR W/RING. SHANK NAILS AT 6" O/C. (UNO)@:4": ON EDGES PRE-ENGINEERED WOOD TRUSSES SPACED 24" O.C. (1)#5 CONT. PRE-ENGINEERED SPH4 UNLESS OTHERWISE NOTED <'< (1 )#5 CONT. TRUSSANCHOR-SE WOOD TRUSSES SCHEDULE.D 24" D.C. SEE CONN. SCHESEE CONNECTOR SCHEDULE FOR STUD TO TOP & BOTTOM PLATE #RR & ANCHOR 8" U- HAPE CONC. SPACE #SS. ANCHOR BOLTS 1/2" x 10" @ 32" MAX O.C. (11#5 CONT• NOTE: SEE ELEVATION FOR SEE ELEVATION FOR SEE ELEVATION FOR A 1/2" DIA x4 1/2" LG. MIN. WEDGE ANCHOR MAYBE USED BRG HEIGHT BRG HEIGHT BLOCK IN LIEU OF 112" DIA J-BOLTS. BRG HEIGHT A - - - ALUMINUM OR ANY W7 ®J DRIP 4iCYNENE INSULATION 1/2"DRYWALL-- PER FBC302.10. 1x2PTTRI OVER AIR CONDITION ED SPACE (2) 2x TpP PLAT I 1/2"GYPSUM DRYWAL 2x6 FASCIA SEE CON: SCHED PER FBC 702.3.1 N SIMPSO SEE WINDOW SCHEDULE FOR VINYL SOFFI .;�` 2 COURSES LINTEL BLOCK HEIGHT _ — _ _ _ FILL SOLID WI (1) #5 R BAR CONT. (2) 2x8 HEADE EACH 2X STUD (1) #5 CONT. AND (1 #5 CORNER BAR FACE N WITH 25" TYPICAL OVERLAPS AND STUD TO CONC. FILL fc = 3000 psi. IFOIL 10d GUN STA 1/2'DRYWALL PER . ', 2XMID FBC.702.3.1 BLOCKING ATTACH 1x4 WOOD BUCK W/ 2" CASE HARD NEUMATI GUN NAILS FU (1) #5 DOWEL MIN. 6" EMS AND 26 STAGGERED AT 12" O. , 1-1/2" MIN. LAP TYPICAL. EMBEDMENT JA SEE FLOOR PLAN & WINDOW SCHEDULE FOR SIZE (2X GROUT FILL BEYOND TYPICAL ARBLE WINDOW SILL S Zx PRESS: TREAT_ BOTTOM PLATE ASEBOARD CLEANOUT OPENING 1/2" 0 J-BOLT OR WEDGIT MIN 10 GROUTED CELL G• ; EMBEDMENT.. @ 32" OC 0'-0" FFE 0� -0" FFE 0'"FFE ® I SEE FOUNDATION PLA .I — • I - 1 1.=)— T lu -in III_lii I I I =III=I -III—III—III- SEE FOLUNDATIO PLAN N 4) LSTA16 R U.N.O.— AIL FULL JACK W/ NAILS 12" O/C GGERED.,.. LL STUD CK STUD SPF 2 SE CONNECTOR SCHEDULE 6"x1/2"WEDG ANCHORS @ 2'-0" O.C. P.T. (2x4) CONT I'SP4 SEE FOUNDAI rbLAN al I. I " I I °II II W eI (L ° 48" MAX e° 6" U A SEE II p I -- --------------------- -------------------- --a I I I I 1/2" DIA. WEDGE ANCHOR 3 1/2" EMBED: iv (1)#5CONT. 16".PT2x8FOR TORSION SPRING iv I I (AS REQ'D) T2x6x16'ATTACHED WITH SHOT IN. I I I CASE. HARDENED NAILS VARIES I I I N SEE CONNECTOR SCHEDULE N I I I T2x6x8'TYP.EACH END . �I I I° II #5DWLW/25"O/LAP. I II II v SEE FOUNDATION PLAN Y II II I 1 --- — —ram---------.-----i—'—-a�---------."'..-----=--.5 �_.�—'_ --<.. —.__ TYPICAL BLOCK WALL TO SCALE: 1 TYPICAL WALLL SECTION TYPICAL IN ,� INTERIOR BEARING WALL INTERNAL BEARING WALL �" S2 TYPICAL GARAGE GOAL POST SCALE:NTS SCALE: NTS' SCALE: NTS NOTES: 1. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 WHEN TESTED IN _ ACCORDANCE WITH ASTM E 84 OR UL 723 2. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 WHEN - - .TYPICAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 ._ - - CONCRETE BLOCK 3. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX W/ FILLED CELL s`; o. CONC. BLOCK W/.FILLED CELL - NOT TO EXCEED 25 WITH AN ACCOMPANYING -. SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED - TYP. ALL OPENINGS 1x4 WOOD BUCK W/ 2 CASE � IN ACCORDANCE WITH ASTM E 84 OR UL 723 - HARD NEUMATIC GUN NAILS STAGGERED AT 12" O.C, 1-1/2" 1x4 WOOD BUCK W/ 2"CASE HARD 4. BUILDER TO SUPPLY MATERIAL DATA SHEETS FOR WALL & - MIN. EMBEDMENT NEUMATIC GUN NAILS STAGGERED CEILING FINISHES AND INSULATION. AT 12" O.C, 1-1/2" MIN. EMBEDMENT DOOR BUCK ATTACHMENT DETAIL WINDOW BUCK ATTACHMENT DETAIL GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2A SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0' TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE:2x6 MIN. FOR 2A RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS. (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP HCDP CONNECTOR, NAILED 8-8d, ALL OTHERS TOE -NAIL 1 B" TYP WITH 10d. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD - 8d RING SHANK 8d RING SHANK i ICI GRADE OR BETTER. NAILS @ 4" O/C ON NAILS @ 4" O/C ON EDGES & 4" WITHIN JOINTS AND _..� 48" OF GABLE END EDGES & 6" IN F FIELD PRE -ENGINEER OVERLAP TRUSS BRACING G WOOD TRUSSES 6" OVERLAP L SPACE a. ! \ u N HORIZ. BLOCKING BETWEEN STUDS COLLARTIE (AS : REQUIRED, SEE GENERAL VALLEY MINIMUM (2) 12dDER JOINT `MNM " I I M" U 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL N.T.S. (1) HCDP AT END OF EACH FRAMING MEMBER. (SEE _TRU SES NOTES) BELO SIMPSON MTS12 (5)10d RING FASTENED TO PEAK OF SHANK NAILS .. PREVIOUS TRUSS. EACH END. USE 8d GUN NAILS SPACED 4" O.C. EDGES AND 6" O.C. FIELD PLACE - VALLEY NOTE A.) NAILS MINIMUM 3/8" FROM EDGES AND MINIMUM 2" FROM CORNERS. THIS : (2-2x4) CLEAT UNDER VALLEY FRAMING ANCHOR TO EACH METHOD OF ATTACHMENT WILL PROVIDE 240 PLF OF SHEAR SSTRENGTH TRUSS BELOW WITH (4)10d NAILS FOR VALLEY RAFTERS. IN GROUP II LUMBER AND 197 PLF IN GROUP III FRAMING. UNDER V AND LESS. OVER 6 USE USP HCDP CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT 7/16" OSB OR 15/32 CDX SLOT AND BEND 12" STRAP (FROM ANY MANUFACTURER) 1115 SHEAR SPEC161WATIONS: (WALL SHEATHING) AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS (MIN.), SCALE:NTS SPACED (3) TRUSSES MAXIMUM!. 1501 VALLEY FRAMING DETAIL / SCALE:NTS 5/8" PLYWOOD TYPICAL NAILING SCHEDULE NAILSCHED SCALE:NTS 1906 DOOR/SLIDING DOOR BUCK ANCHOR DETAIL SCALE:NTS PT 1x6 DOOR BUCK STRIPS ANCH TO BLOCK W/ 1 X 6 OR 1 X8 WITH 2 ROWS OF 2" CASE HARD NEUMATIC GUN NAILS AT 12" O.0 m z 3 w LU o o 0 0 U U U N O m W I Ir 0. Z J z rn 0) rn a IQ Z z Z 'y �` z w F- Q Z J :1J 0 LU O J 00 w. w LU fn LU 0. w w w 0 w w w w vUi ¢. >>> LU ¢ O O O cl) O 2g =T 2 (7 z_ z Z_ ? Z J Q O � m C Q N N N W U ® N CO LL � W m � l SCALE: 1/4"=1'-0" (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE-JM` CHECKED BY: JKA z a (D O U LLI Z M IC V) �[ Lu 06 0 11 lIl��i llll/�f// \\\� \ �CO�FjY BEST OF MYKNOWLEDGE �� � •• kN T"€€�ATTHESE PLANS AND S 'SPE* IO N?$ COMPLY WITH THE ' G STRUCTURAL PORTION OF THE 6th EDITION �• c%; IDA BUILDII(GrtODE- RESIDENTIAL, A�fER3 FOMWINDAND GRAVITY LOADS ' * AMENDED' NFORC P .10RI CTION O �A1 L l .• 36.41>78 �C NO.26811 F OIAP.L.CERTIFICATION FOR WIND. I 1111 LOADING ONLY SHEET: 10 Q v VALLEY SHINGLE INSTALIATKMf SHEATHING INSTALL SHINGLES USING WFAVE'METHOO. 1. EXTEND (1) RILL END SHINGLE MIN IY PAST - CENTER LINE OF VALLEY, SEE MANUF WRITTEN ' INSTRUCTION FOR ADDITIONAL INSTALLATIION ONG MKE PLACE DRIP EDGE 'ff MIN SIDE LM li INFORMATION ON TOP OF UNDERLAYMENT 2 DO NOT MAIL TMIN FROM VALLEY CENTER LINE N' WIDE UNDERIATMENT INSTALLED WDHO WRINKLES. USE ONLY ENOUGH NAILS TO HO • ••• •+ UNDEwAYMENT N PLACE UNTIL COVERED BY FIBERGLASS SHINGLE WDTFUOOFING SHINGLES WENMFELTGVERT/16I ES W WIDE iNGWALUFFY FLASHING �'. 26'WIDE METALVALLEVFIPBHING PRE-ENGINEERED WER SMFELT WOOD TRUSSES `- L• MN END LMCiTSET SPACED 24•.OAC: EUD LMsernn L. ALONG EAVIS PLACE UNDEwAYMENTON TOP OF �2x CEILING OPTIONAL, W WIDEN ER ODOHERING N VOILR ROOFING METAL DRIP EWE UNDER -PRE ENGINEERED TRUSS '''.BLOCKING (GRACE ICE AND WATER SHIELD OR EQUAL) MY SEE CONNECTOR SCHEDULE SEE .ELEVA ION _ DIREMES=yO PMR wEEMMGGEA ®J TRUSSES ®3i" OG PRIME SXEATXNG GE MAI INSTRUCTIONS SEE ELEVATION DETAIL METAL aw Me SET IN PI 5/8"TYPE VALLEY FLASHING PER FBC 2014 SCALE aoaFGMMourekNLEo DRYWALL R905 FIBERG14FELT NGR7116- R PT1%2 "HARDI SOFFIT 2x 70P PLAT WEN UP PHRUELT WERTUSSESD 1 x2 PT TRI I OVER PRGENG WOTRUSSEB 3X6 FASCIA INSTALL SHINGLES OVER UNDERLAYMENT FIANGEATHEAD INSTALL SHINGLES OVER OFF-R 5/"GYPSUM DRYWALL VENTFLNGEATXEAD 2x8 ROUGH FASCIA PINE FAVCG'L I+ FIBERGLASS SHINGLE MOPING PLACEEN RAW BHNGLEB (' 5/B"TYPE OP LEAD BOOT FLASHING WI WER 90Y FELTOVER]rt6'OSB OVTO PROP/pE ER DAND RIP EDGE INTEGRAL FLANGE SET IN PLASTIC DAMPING WD TRUSSES GALVAFA2EDMETALOFFAIDDEVEW •e DRYWALL ROOF CEMENT WDH MUFFLE: SEr.IN PLASTIC ROOF ALONG PPHES, CEMENT CEMENT OP BFALFNT SHINGLES TO UNDERLATMENT HARDI SOFFI I 1 "GYPSUM DRYWALL ArvESTOUNDERn+A VENT STAG(. SEE PLUMBING FOR PRECAST LINTEL W #5 CONL. �. 2X STUD. - 8RE&LOCATONs PLASTICROOOFICEMENT AND (1)#5 CORNER BAR WITH I PREFORMED FLEGBLE SORT SCREEN FLASHNGWIINTEGNALFLANGE NONLORRODING 25" TYPICAL OVERLAPS AND KARL SAVE DRIP BET IN PLASTIC ROOF CEMENT CONC.FILL fc=3000psi `I TwMn".rFRDM IN6TNL FiPNGE WERBMI el AT BASE INSTALLOFF-It E END OF FIRST + BASE OVERBHING' SHINGLE 8"x16" CMU COLUMN FILLED BASE SOLID WITH 3000 P.S.I. CONIC. I^ _ TYPICAL '.' .. TRIMRTIERC OM ALL STARTERCWPSE SHINGLES' EAT STARTER COURSE I I NOTF$'. FbTE3'. eI 1. INSTALL IN STRICTACCOPOPNCE WTIH 1. INSTALL IN STRICT ACCORDANCE WRH q MANUFACTURERS WRITTEN NSTRUCIbNG MANUFACTURERS WRITTEN INSTRUCTIONS PLACE SHINGLES p CLOSETOGETNER STUCCO FINISH. OVER CM I 2 APPLY ROOFING CEMENT OR SEIFADHEflNG 2. APPLY ROOFING CEMENT OR SELFADHERING ALONG RAKES, CEMENT BUTDONOTCROWD FLASHING OVER FLANGE AT HEAD ONLY FLASHING OVER FLANGE AT HEAD ONLY COLUMN Sw AND EACH OTHER AEM t" . DETAIL U' WIDTH OF ASPHALT A e4 ". DETAIL PLASTIC ROOF DEMEAN '� VENT STACK FLASHING PER FBC SCALE OFF -RIDGE VENT PER FBC 2014 SCALE #5 REBAR TYPICAL 2104 R905 R905 AND R806 NONCDRRODING 2x PRESS. TREAT. SEBOARD I sTUcco,DVFINSXAssEMBLY �' • I. Mn. EIVE DwP BOTTOM PLATE 4WINGLERCOFING RS OVER NauNc I •.. PLACE ANDNAME r' WALL SHEATHING l WER EAVE AND NAME EDGES p pp TO PROVIDE DRIP EDGE II FFE 8101NGICV FlNWHA66EM6LYL DRIPM'EEP SCREED W(15#FELTO ER PRO E HOUBEWMP o—_ II LM FELTANO HOUSEWMPS6 METAL FLASHING NBL _ OVERMNYLSTUccoSroPrwG(OUTFLASHNG(SEE FIRST COURSE I. Iw " _ L WEEP " ¢ SEE FO �_ .__ETAIu •'3 -..) — EXTENDWALI.r MRWFING FELT UPn WALLTMIN• MIN UNDATIO 6%n METAL FLASHING WEREXTEND KICK-0UT2' #5 DOWEL MIN. 6"EMB AND 25' I( D .III ( III III III Z ROOFINGFELTNNLTOROOFBEYONDFASCIA S, 1..... PLAN. 1—� DECK OTWALLSHFATHNGIMN LAP TYPICAL I -� - I III (li III ' 4 . : GP SHINGLE. W NOT NAL0 �.. : INSTPll WITH RWFCEMENT I I I I_I I1_I LI-I I �-III-I hI SEE FOUNDATIO. III-1I III=III—`I11=111 I111=11 PLAN -'� �/ /� /� /'� ROOF CEMENT RIAVMENT I PICAL GARAGE SHINGLE ROOFINGOOFING PORCH ETAIL ADJACENT WALL EDGE wTIGHT AER NO]EAINETTIL KN](O@ SEAL SCALE: NTS SCALE: NTS FLASHING AT BOTTOM DEPLANE& WALL NTERSEGTIDN6 - DETAIL DETAIL WALL FLASHING PER FBC 2104 SCALE WALUKICKOUT FLASHING PER SCALE SHINGLE NAILING R905 FBC 2014 R905 INSTALL PER MANUFACTURERS INSTRUCTIONS AND FLORIDA PRODUCT APPROVALS `.a INSTALL PER R805 RQPFING DETAILS N.T.S. _ 4: 2 or GREATER SLOPE •" !' TEMPORARILY FOL0.11P & SECUREHOUBEWRM OR TUCK FLAP UNDER) AT HEAR CUT HOUSEWRM AT INSTALL WINDOW I Y . 45DEGANGLE PLUMB, LEVEL AN 1111 1•<,'•" • ', It I 'DOME PER MANUFACTURE WRITTEN ' 1iSe A INSTRUCTIO - * I MODIFIED 'I•CUT N i IT { HOU6EWRA Y % APPLY3R" NOM. I=f ALIGN FLASHING Wl INT, EDGE OF SILL CONTINUOUS BEAR R.O.OFS O. NTAT JAMB3A DHEAD or �_.:. UNE OF WINDOW OPENING MECHANICALLY APRIL WINDOW NNLING F I i FOLD HOUSEWRM IN FASTEN FANNED FLANGE IN LANE WA AT JAMBS& BOLL EDGE (CM NAILS, PREAUN STAPLER) IFREDUIRE OR SLOTS, BYRASHIM \ MANUFACIJRE I \ I •.. 4 _ A ' APPROVED HOUBEWD STUD ER SHEATHING OVER W08N - *6'lYP ,> d WALL 6LOPE.9ILL R.O. TO E%TER - MN ILS'WIOE 6ELFABHERING FLE%TREE MEMB EXTEND FLASHING UP JAMBS W M STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 NOTE: 1. WINMW INSTALLATION AND FLASHING DETNIS ARE CONNSTENT WITH ASTM 2112 METHOD MI EXCEPT SEIAL.ADHERING MEMBRANE FLASHINGS ME USED '.. i.. 2. RMTHEINSTADATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODWTB INCLUDING INSTALL B' WIDE HOIq@WMR SEALANTS S SELF.ADNERING FLASHING SELF -ADHERING MATT USED DURING CONSTRUCTION. MEMBCAERNANEFIASHING OVER NAILING DOWN FTAPE DIAGONAL &TMEDIAGONAL CUTS 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN - RANGEAF 1EAD ACROSS HEAD OF BPBgNCATI0N3 : WINDOW W�BDI SEALAN161FU511NG5 MAY REACTADVERSELYi NOT COMPATimLE INSTALL Or WIDE _ SELFADHERING \ ED HOUSEWRAP MEMBRANE FLASHINI I\ { WA. OVER fi" WIDE OVER 19-MIG NAILING FLANGEA \ - SEAL WINDOW FRAME TO j P SE-FAL SEIPADHERINb MEMBRANE h� ''F /(\( SELFLASHERIN INSIDE OF R.O. W/ SEALANT MIN I2"UP ATSBOTH I i FLAfiHING OVERLAPPING ' S" t l� �I, MEMM MIN BEYOND FLASHING ( BOTH JAMBS TO FORM A JA ES I DOOR FRAME '1` \ MIN BEYOND JAMB BACK DAM. 3EAL BALANCB %lOR 1 1 1 FLASHINGI 1 1 1 OFFRAMEWRH 3EALWT0IL 1 1 TF MIN [ I PAN (PROVIDE BACKER R00 (PROVINON-EDE CKERROI I C.c I A INSTALL DOOR PLUMB, O INSTALLWORDE O [ 1 i WHERE REQUIRED) FMD HOIISEWRAP IN 1 I LFIEL AND SQUARE PER SELFADHERING MEMBRANE E)(TEND SELFADHERING j SEATUP L; !. ANDMJA OUNDM I MAUUFACTURERS WRITTEN N FLASHING OVERLAPPING DOORF MEMBRANEFIASHINGt"MIN ,fit" MIN 3 �� tig �rtpp I { 0 BEYOND JAMB FLASHN 0 I I 1 O FLASHING t I. I 1 IN VBE FLASHING MIN I"REED x 1 1 I 1 I SILL FLE%IBLE F 'i ' - 1 FLE%IE FLASHING 1 I 1 1 1 SILL. FLUSH TO I1 { I 0 0 I INTERIOR FRAMING. 1 Ic I " INTERIOR VIEW l L..... SET THRESHOLD IN BEOOF , SEE DOOR DETAILS FOR SNIT FINISH?RIM DUALSyJ 1 AjJ PPPLT SEA ND FRID (� /� T E IO `/�` P T E —/y STEP Q P T E RENPNTCORNERSANDTHRNTAT B-- GE OF E../ / V STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 )OR FLASHING INSTALLATION DETAILS (---�WINfOW FLASHING INSTALLATION DETAILS NTS ' SCALE: NT$ I m j 0 0 0 00 I � 0 a Z O Z Tn N W Q 0cl) w N' Z Z Z N w OZ W -Li� � LU E I2 J N N W LD. w XM w w W x w w w w a � > w H' 2 000. Tn w Z_ Z_ Z_ Z Z M LU LU O a' w rill T"""I" U �� cu ( r ) mo `', � � U 7Rm >— L LO •� ti (4d ii . aAY `. SCALE: 1 /4FI=11-01I (UNLESS OTHERWISE NOTED) JOB #: 16-0166-SPS DRAWN BY: CDE�1M CHECKED BY: JKA z a v 11''1 0� u1 0 LI L9 ©I z fm 1 N Lu V06 A i r '}^ I, i r 1 9 I 5.•' •jTti)THE BEST OF MY KNOWLEDGE • % IFS THAT THESE PLANS AND SPH C 1='COMPLY WITH THE STRUCYF{RjL,�etTION OF THE 51h EDITION V ^($LORIDA'j3 DING CODE -RESIDENTIAL, • N aT HAPTER 3 FOR WISID AND GRAVITY LOADS A • AMEN QENFORCED BY THE TA F t3 ari l O ((%A,,�..,,''YVY,,, \\MCA LIC NO. 26811 I j-wAARAL CERTIFICATION FOR WIND LOADING ONLY SHEET:�F 10 3 cFl I L I I I j I I I I\ I I I I I I I I I I I I I I 1 P I I II 1I — — — IL-1-�I MASTER BATH ;. 11 HE ----- — ---- — — x W. 1.6. q \-t), GARAGE----. MASTER -_ BREEZE WAY BEDROQ.M N \ W.I.C. \� _ - SD D \ 4: 22 EL STORAGE — D— _ —:-GEL I I I I — --- — — — N H D --- — T�f GE----- _�- i 11 II � I o I 3 [ DININ / 0 ( L DS U DISC. U R> a _ E: --- - -- I �KITCHE I H. UTILITY 3 L -_ J I LU " \ REF ! I ❑i ELECTRICAL NOTES ALL 120V RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, OUTDOORS, IN UNFINISHED BASEMENTS, UNDER FLOOR AREAS, KITCHEN COUNTER TOPS, KITCHEN ISLAND AND WITHIN 6-FEET OF A SINK SHALL BE GROUND FAULT CIRCUIT INTERRUPTER PROTECTED BATHROOMS RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20A BRANCH CIRCUIT, THIS CIRCUIT SHALL FEED NO OTHER OUTLETS ALL DWELLING UNIT CIRCUITS FEEDING LIGHTING OR POWER OUTLETS OR SMOKE DETECTORS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS LIGHTING FIXTURES LOCATED ABOVE SHOWER AND BATHTUB AREAS SHALL BE RATED MOISTURE RESISTIVE RECEPTACLE OUTLETS SHALL BE SPACED SUCH THAT ANY POINT ALONG THE WALL AT THE FLOOR LEVEL IS NOT MORE THAN 6' FROM A RECEPTACLE WITHOUT CROSSING A DOORWAY. WALL SPACES GREATER THAN 2' IN WIDTH SHALL BE PROVIDED WITH A RECEPTACLE. RECEPTACLES IN THE FLOOR WITHIN 18" OF THE OF THE WALL ALSO MEET THE REQUIREMENT. THESE RECEPTACLES SHALL BE PROVIDED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, DENS, BEDROOMS, OR SIMILAR ROOMS. ALL INTERIOR AND EXTERIOR LIGHTING SHALL BE HIGH EFFICIENCY CFULED LAMPS ALL SWITCHES ON A MULTIPLE SWITCHED CIRCUIT SHALL BE CONTROLLED BY THE DIMMER SWITCH ON THAT CIRCUIT. ALL RECESSED FIXTURES SHALL BE LABELED AS BEING CERTIFIED TO HAVE A LEAKAGE RATING OF LESS THAN 2.0 AT 75 PASCAL. ALL OUTDOOR LIGHTING MUST BE HIGH EFFICACY OR CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTOCONTROL. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. SMOKE DETECTORS SHALL BE "HARD WIRED"/INTERCONNECTED AND SHALL BE EQUIPPED WITH BATTERY BACKUP. PROVIDE LIFER OR OTHER APPROVED GROUND. PROVIDE TWO DEDICATED 20 AMP SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN, LIMITED TO SUPPLYING WALL AND COUNTER SPACE OUTLETS ONLY. LIGHT FIXTURES LOCATED IN TUB OR SHOWER ENCLOSURES SHALL BE LABLED SUITABLE FOR WET LOCATIONS" OR "SUITABLE FOR DAMP LOCATIONS." INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED CEILINGS SHALL BE I.C. RATED BY UL OR OTHER APPROVED AGENCY. ELECTRICAL WITHIN 6 FEET OF ATTIC ACCESS SHALL BE PROTECTED. NON-METALLIC SHEATHED CABLE SHALL BE SECURED BY STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR AT INTERVALS NOT EXCEEDING 4-1/2 FEET AND WITHIN 12 INCHES — i OF EVERY CABINET, BOX OR FITTING FLAT CABLES SHALL NOT BE STAPLED ON EDGE. 2 ELECTRICAL.PLAN !NOTES I 1. ARC FAULTS ARE REQUIRED EVERYWHERE SPECIFIED IN NEC 2011 210.12. N®TE TO ELECTRICIAN: 2. ALL RECEPTACLES MUST BE TAMPER RESISTANT "f M,� � I I � NEC 2011 406.11 ALL CIRCUITS OUTLETS MUST BE ARC FAULT PROTECTION FAMILY ELECTRICAL PLAN 'KEY NOTES = OUTLETS PER NEC 210-12(b) I SMOKE & CARBON MONOXIDE DETECTORS ARE TO BE IN EACH i \FO pR I sD /---BATH`� ATTIC LIGHT W/PULL CHAIN BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, I — - AND CLOSE TO STAIRS GOING UP. 2 VAPOR PROOF RECESSED LIGHT I SMOKE & CARBON MONOXIDE' DETECTORS SHALL BE WIRED TO COMPLY W/ NFPA 72. D USE UL LISTED SUPPORT BOX FOR ALL FAN PRE -WIRES. IRES. 2 I PVC OFF .6 S WITH (3)#410 ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. } THHNALUMINUM 2"PVC WITH -'-- ' 200 AMP (3)#4/OTHHN PANEL ALUMINUM ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE I 0 O NEC AS ADOPTED BY THE FLORIDA BUILDING CODE 5th EDITION. 200 P METER 4/0 ALUMINU DI C. cFi \ SERVICE CABLE DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR #4 COPPER THROUGH. AN EXTERIOR WALL. (DO NOT VENT WITHIN 10-OF A/C CONDENSER). FRONT PORCH BEDROOM #2 (UFER) GROUNI AS NOTES TO PLUMBER: REQUIRED BY N.E.0 -- AL --------------- ------ L PLUMBING WILL COMPLY TO CURRENT FBC 5th EDITIO N 00 PLUMBING CODE ELECTRICAL UNDERGROUND E CTRIC RISER WATER HEATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. LOAD SUMMARY ^ ! 1406'SQ. FT. x 3 WATTS GENERAL LIGHTING LOAD I 4218. W 1,500 W x 1 WATT TWO SMALL APPLIANCES 3,000 W 1,500 Wx 1 WATT LAUNDRY CIRCUIT 1,500 W- 3'VENT 3' VENT SUB TOTAL 8718 W FIRST 3,000 WATTS @ 100% 3,000 W _ REMAINDER @ 35% 5718 8718 W 3 VENT --I I I--3' VENT LAV TOTAL GENERAL LIGHTING 6100 W swk we 8,000 W x 1 WATT RANGE 8,000 W 5 000 W x 1 WATT DRYER 5,000 W !, uv s wa 3" L - a^ DD wASHE 4,500 W x 1 WATT WATER HEATER 4,500 W �I I, I, we I 3' a° 10,000 W x 1 WATT HVAC HEAT KW UNITS 10,000 W 3. I SHWR 3- 3' z„ 1,200 W x 1 WATT DISH WASHER 1,200 W 3, 1,200 W x 1 WATT DISPOSAL 1,200 W 3' LAV ELEfV-^T�l(V-^�� ���� 3r a I 1,200Wx1WATT REFRIGERATOR 1,200W 3° TOTAL 36000 W. SCALE: 6x24 1/4" = 1,-0„ TO SEWER 36000 W a - 240V 150 AMPS USE AMP SERVICE 200 AMPS MIN m 3 LU LU LU w O U 0 U y w 0 0 co w C/) $ m Z IL 01 O w w LU a �A 12 w z z z z m LU Q J J J O � WrL w Jrn w p www p p w m Ir a wofw =) LU w LU w In w P¢ M > � o 0 O 0 zm — xxx (D w z z z z J Q R❑ w Itaj y m o 0 o r w 0 `V 0 ^1 W `' ) ^j' W ^U^)1 W cu (D W >` e O 5 0 Y L SCALE: 1 /4"=1'-0" (UNLESS OTHERWISE NOTED) JOB #. 16 0166 SPS DRAWN BY: CDE-JM CHECKED BY: JKA Z l7 O IZ' V LLJ Q Z_ H Q Lu V 06 T 9 4> SHEET: lj� 10 10