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341 6th ST - SCREEN ROOM DRAWINGSTHE LUCAS RESIDENCE 341 6th TREET DUVAL County, Florida GENERAL NOTES 1. It is the intent of the Designer that this work be it all requirements of the building authorities having jurist type of consturction and occupancy. accordance with iction over this 2. The Contractor shall verify all conditions and dimensions at the job site prior to commencing work. The Contractor shall report all discrepancies between the drawings and existing conditions to the Designer prior to commencing work. 3. The Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, han(jers, bracing, slab depressions, and pitches as my be required to at ach and accomodate other work. 4. All details and sections shown on the drawings are typical and shall be construed to apply to any similar elsewhere in the work, except where a different detail details provided by the Engineer and/or Contractor to provided by the Designer). intended to be situation s shown. (Any 3upercede those 5. Roof ventilation to be provded per FBC sections R806. DESIGN SPECIFICATIONS Design Code: The 2017 Florida Building Code (FBC) — Residential Occupancy: Residential Group R-3 (One and Two Family Dwellings) Construction: Type V, Unprotected Note: Any design Specifications provided by the EngineIr and/or Contractor supercede those provided by the Designer. AUTOMATIC FIRE DETECTION 1. Smoke Detectors/Corbin Monoxide detectors to be I cated per FBC section R314 & R315. EGRESS OPENING COMPLIANCE 1. See core plan(s) for egress window and door locati ns "this sheet". 2. All window and door openings labled "egress" to co ply with FBC section R310 & R311. II SEE FBC—R302.5.1: This door min. 3/8" thick solid wood, or min 1 Honeycomb core steel, or 20 minute fire—rated. Requires doors connecting a garage to the house have some type of closure. FBC—R302.5.2: Ducks in garage shall be min. 26ga. s eet metal, or Owens corning min. 1" thick Endura gold duct board. FBC—R302.1: Structures set back 5' or less from the property line may be required to have fire rated overhangs and no projections closer than two feet from the property line. Please review complete code. section. FBC—R302.6: Garage sall be sepersted from residencend it's attic with min. 1/2" gyp. bd. applied to garage side. Garag s beneath habitable rooms shall be seperated from rooms above with min. 5/8" type "X" gyp. bd. where the seperation is a floor—ceiling assembly, any structure supporting the assembly shall be protected w th min. 1/2" 9yo. bd. FBC—R1601.4.7: Min. 4" clerance required around all si�les ormech. equipment and components, including ducts. FBC—R, M1307.2: Ground—mounted mech. units shall b anchored in accordance with this section. FBC—R303: Revises glazing requirements around wet sulrfaces. FBC—R402.4.1.2: Florida Building Code — Energy Conservation requires blower door testing to confirm air leakage not greater than 5 air changes per hour. Testing must be done by an approved third party and a report is to be provided to the building official. FBC—R303.4: Requires a whole house ventilation systerr meeting M1507.3 requirements when the air infiltration rate is less than 5 air changes per hour. (Which is what 11-402.4.1.2 above re uires, thus all houses must have a whole house ventilation systen). FBC—R312: Changes requirements for guards and window fall protection. FBC—R806: Changes attic ventilation requirements. FBC—R905: Changes installation and type of roofing unerlayment (similar to present re—roofing requirements). FBC—R703.6.3: Where stucco is applied to lath over wood frameconstruction, a bond—breaker is required between the water—resistive barrier and the stucco per one of the following methods" 2 layers of approved water—resistive barrier material, or 1 layer of approved water—resistive barrier over an appre ed plastic house wrap, or other approved method in accordance �ith the manufactures installation instructions. FBC—R703.6.5: While previous codes have referenced tat the exterior plaster shall comply with ASTM C926 and ASTM C1063 - 1063, this section specifically states minimum curing time between coats. FBC—M1506: Has added minimum clearance distances Yetween air exhaust (bathroom, kitchen, etc.) and building opening VERIFY THAT AL CODE REFERENCES ARE TO THE CURRENT 6TH EDITION FBC R2017 PRODUCT AP nn OVAL — SPECIFY WHICH WOODLAND UNLERLAYMENT 15# OR 30# , PRODUCT BEING USED. NOTE FL1814.1 AND FL1814.2 HAVE EXPIRED TYPICAL SCALE:3/4 )) WALL 0 SIDING WALL SHEATHING R-11 !NSULATION 2X4 WOOD STUDS ® 16" O.C. 2X4 P.T. SOLE PLATE SECTION. V_0" CORE PLAN SCALE: 1/8" = 1'-0" ® SMOKE DETECTORS/CARBON MONOXIDE LOCATIONS EGRESS WINDOW & DOOR LOCATIONS GRESS SEE FLOOR PLAN(S) FOR EXACT SIZES SQUARE FOOTAGE TABULATION ADDED LIVING TOTAL VOLUME 1,808 226 AS -IS DEMOLITI�r ON SCALE: 1 /4"=1 -0 3 PROPOSED FLOOR PLAN SCALE: 1 /4"= l'-0" SQUARE FOOTAGE TABULATION ADDED LIVING 226 TOTAL VOLUME 1 X808 © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of HOUSE PLANS by BONNIE inc. U C _w o Z — L . .O Z T C U° C O o E 0-0 M Q Y C O D U -.7 T O 0,- U a T-6 N yw O C 0 y 0 _ + O U Y - U > O E a goo0 N�;; 0 ° v 0.E # E L tLI N E L 0 V m 6 N 0 C- U w U C C N 0 U = O OU of a> O 0. U 2 OU o UN N o — � LL W w J J z z O OU v Q M N In �Q d- (_0 w N >_ QC o --� U�0 w on LLJ z Un J O 0 O O Ln J Oz zQ 0 w V) O >I n x w U a O oo� o z W � Qo— 0 LLI v LSI z0 Ln z 0 _ Cf) J O I= z c.fl U z L O li > Ld n N Q = lLJ J 0 JQ0 (n \ � O U W (n Cr I- U) _J w > O I U) W X U J Q W = U Q L1.1 LLJ 0 © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of HOUSE PLANS by BONNIE inc. U C _w o Z — L . .O Z T C U° C O o E 0-0 M Q Y C O D U -.7 T O 0,- U a T-6 N yw O C 0 y 0 _ + O U Y - U > O E a goo0 N�;; 0 ° v 0.E # E L tLI N E L 0 V m 6 N 0 C- U w U C C N 0 U = O OU of a> O 0. U 2 OU o UN N o — � LL W w J J z z O OU v Q M N In �Q d- (_0 w N >_ QC o --� U�0 w on LLJ z Un J O 0 O O Ln SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226 -1 -AD SHEET NO 2OF5 Oz zQ >I n U oo� D W Qo— 0 v LSI III 1 W 0 0 cl�� w� c.fl Q��oo N U = \ W cn 0 JQ0 U � 0 —n w — (_01 0 = d N J� Cr I-- N Q zDRAWN Q BY B.STEWART DATE 05-04-18 SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226 -1 -AD SHEET NO 2OF5 XISTING REAR ELEVATION SCALE: 2 ROOF VENT CALCULATION :f 4 j �t � 4 i ty a 226 SQ. FT. X 144 = 33 SQ. INCHES = 300 = 108 SQ. INCHES = 50% = 54 SQ. INCHES VENTED AREA 54 Sq. IN / 144 (4 FOOT OFF RIDGE VENT) = 1 4 FOOT OFF RIDGE VENTS REQUIRED 54 LT FOOT OF VENTED SOFFIT = 9 = 22 LINEAL FEET LEFT ELEVATION SCALE: 1 /4"=1 '-0" EXISTING RIGHT ELEVATION SCALE: 1 /4"=1 '-0" EXISTING rl J W Ln O a_ X O W ll� 0 IZ Z W Z (n Li O Z _ _O _J 1-- Z Q CD O>g Z ::�i Ld LLJJ d Q= i) LLJ J (n \ U _Ory W U)> LLJ C/) —I O (n X J W U Q LLJ LLJ r-) © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of HOUSE PUNS by BONNIE Inc. "t ON N o_ LL W w N z z O 0 u 0 Q D w cQ _ � N I— N-) N L DRAWN BY QB.STEWART n DATE 05-04-18 un 0 Q w w 0 w X W SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1_AD SHEET NO 3OF5 N CD � � I Q z w N Q o --� cn 0 CL LLJ j) W Q J W z_ u —' Q O LLQ 0 0 O It _o w cQ _ � N I— N-) N L DRAWN BY QB.STEWART n DATE 05-04-18 un 0 Q w w 0 w X W SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1_AD SHEET NO 3OF5 CD z L -I J U � W W Q � cn w Q LLQ �- _o cn L.L_ N Q CSI � I--- C1 0 __j (_0V) w cQ _ � N I— N-) N L DRAWN BY QB.STEWART n DATE 05-04-18 un 0 Q w w 0 w X W SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1_AD SHEET NO 3OF5 "NOTE; -Location of electric outlets are a representation only. outlets will be located per local building code. -Provide AFCI(arc-fault circut interrupters) in all dwelling unit bedrooms per NEC article 10-12) ELECTRICAL FIXTURE LEGEND STANDARD 110 V. OUTLET SWITCHED OUTLET W.P. WEATHER-PROOF OUTLET o- CABLE TELEVISION OUTLET PHONE OUTLET 220 V. OUTLET GARAGE DOOR OPENER �}- STANDARD LIGHT FIXTURE RECESSED CAN LIGHT EXAUSTN FAN W/ LIGHT FIXT iRE Q EXAUST FAN DOUBLE FLOOD LIGHT S SWITCH S3 3 - WAY SWITCH ® SMOKE DETECTOR/CARBON MONOXIDE CEILING FAN W/ OR W/OUT LIGHT FIXTURE PER PLAN NOTE: 100% OF ALL FIXED LIq;HT FIXTURES INSIDE AND OUTSIDE HAVE CLF/LED LAMPS. THE REQUIRED GFCI OUTLETS (DWELLING UNITS) BATHR00 S, KITCHEN COUNTERTOPS, OUTL=TS WITHIN 6ft OF LAUNDRY, UTI ITY WET BAR SINKS, ACCORDING TO NEC 210. FOR ATTICS, PROVIDE AT LEAST ONE LIGHTING OUTLET CONTAINING A SWITCH OR CONTROLLED BY A WALL 'WITCH SHALL BE INSTALLED. AT LEAST ONE POINT OF CONTROL SHALL BE T THE USUAL POINT OF ENTRY TO 'HESE SPACES NEC 210.70(A) ( ) AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BR NCH CIRCUITS SUPPLING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECEATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREA SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT FBC R E3902.16. NOTE: ALL OUTLETS ARE TAMPER RESISTANT ELECTRICAL P LAN SCALE: 1/4"=1'-0'1 RIA LL_ 0 w cn O d x O w ry o a z I-__ Z cn z w O Z Li --� _ N U O z CD W J O > g Z W � Lij J a_ Q= 0 W J 1, 0 Cf) \ O U 0 O W U) ct Cf) W U _J Q O U) X J W U Q W W 0 © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of HOUSE PLANS by BONNIE inc. U C _w p w Z L v Z 0 E. m ° T o o u •a ` w v ._ O CO > ul E 0 in 0 °ate E 3 E r d m C 0 LLi N U W y C O; ° . E „L ° � V fn u! C r U w U C C N vi 0U U 7 > `y O U O •� p O 41 a 2 a �Jr l N N o — � LL W Li J t z U 0u U M N Q0 In I I I � d- U� (_0 w N Q 0 -� U�O LJ z C, U O0 0 Z In LLJ C0 �— N zDRAWN BY Q B.STEWART n DATE 05-04-18 SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1 AD SHEET NO 4OF5 CD z Li --� U Q W W Q W Q LTJ LLJ C� (n Cn 1, U = N 0 O J c0 cn LLJ C0 �— N zDRAWN BY Q B.STEWART n DATE 05-04-18 SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1 AD SHEET NO 4OF5 OAS �p 0 • • \ • •16 R W L R 1 • � W 1 • • • • 6 UNDERLAYMENT PLACE SHINGLES 3B• OVER EAVE & RAKE EDGES TO PROVIDE DRE ALONG FLAMES- CEMENT EDGE SHINGLES TO UNDERLAYMENT 6 EACH OTHER IN A C WN) OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING y. MTL EAVE DRE Y'• TRIM 6* -r FROM END OF FIRST SHIK'Li E yam• TRIM TABS FROM ALL Y� STARTER SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES. CEMENT H14GLES TO IJI DERLAYMENT E EACH OTHER IN A 4' WID OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING PLACE SHINGLES 378' MTL RAVE GRIP / = OVER SAVE 6VIIDE EDGES TO PROVIDE DRQ EDGE FIRST COURSE 11-12' b 12-12" 11-12' b 12-12' 10 1-112, 0 0 0 SHINGLE NAILING ROOFING DETAILS N.T S NOTE- DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS OPT PROVIDE) LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE LOCATION PREFORMED FL XIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGEVER SHINGLE I@BASE l� INSTALL SHINGLES OVER FLANGE @ HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" OSB OVER II PRE -ENG RUSSES I I ROOF WALL Fr LASHING DETAIL - STUCCO N.T.S. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL T MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING WT S- WINDOWINSTALLATION (METHOD B-1) WEATHER RESTIVE BARRIER (IRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE STEPS LIMIER 5Hp W FASHIO, STAKING AT THE BASE OF WE WAIL ! WINO OMC TOWARDS THE TOP. INSTALL THE WIB TO THE FACE OF THE SHEAUING APPLY SLL FLAsom ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE PERIMETER OF TLE SACK SINE (WERM SUrtACE) OF F>rDOLI MO NNI Q FLANGE ® IMMEDIATELY INSTALL W NIM USING PAN HEAD SOREWS 10 FACLITAIE BfSPECIION. ® APPLY BEAD OF SEALANT ACROSS THE FACE OF MOANING FLANGE AT HEAD (DAPPLY HEM FlA9Mf �iEl10YE PIEMOIJSIT MPLEp APE, ALLOrIG Wi® TD LAY FLAT OIER HEAD FLASHING. APPLY AIMSMEJAI AIM TAPE OWER AGONAL CUR — SEE RA(itAM. SECTION A THROUGH WNDOW JAMB Q @APPLY A IF NOL DHA BEAD HE SEALANT 70 THE BACKWE (INFERIOR) OF THE MOLINITINO FLANGE AROlRO THE DOW PE1+NEER , ANY PRE—PUNCHM NIL PLACE BEAD IN LIE WITH OR SL1111S.ES,_ SAID J FLASHING WHIT BEAD BETWEEN If ANC FLANGE AND AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEMI JUNCTURE —FlASHING AT HEAD EXTENDS 1�BEYOND JAMB FLASHING. HEAD FLASHING 1_ APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER M NTING FLANGE. EMBED BOTTOM OF READ FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING I BEYOND EACH JAMB FLASHING. FASTEN IN PLACE m FLASHING NOTES: I 1- INSTALL IN STRICT ACCORDANCE WITH SEALANT BEAD MANUFACTURERS WRITTEN INSTRUCTIONS BEHIND MOUNTING 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLANGE. FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T-S ROOF WALL Fr LASHING DETAIL - STUCCO N.T.S. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL T MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING WT S- WINDOWINSTALLATION (METHOD B-1) WEATHER RESTIVE BARRIER (IRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE STEPS LIMIER 5Hp W FASHIO, STAKING AT THE BASE OF WE WAIL ! WINO OMC TOWARDS THE TOP. INSTALL THE WIB TO THE FACE OF THE SHEAUING APPLY SLL FLAsom ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE PERIMETER OF TLE SACK SINE (WERM SUrtACE) OF F>rDOLI MO NNI Q FLANGE ® IMMEDIATELY INSTALL W NIM USING PAN HEAD SOREWS 10 FACLITAIE BfSPECIION. ® APPLY BEAD OF SEALANT ACROSS THE FACE OF MOANING FLANGE AT HEAD (DAPPLY HEM FlA9Mf �iEl10YE PIEMOIJSIT MPLEp APE, ALLOrIG Wi® TD LAY FLAT OIER HEAD FLASHING. APPLY AIMSMEJAI AIM TAPE OWER AGONAL CUR — SEE RA(itAM. SECTION A THROUGH WNDOW JAMB Q @APPLY A IF NOL DHA BEAD HE SEALANT 70 THE BACKWE (INFERIOR) OF THE MOLINITINO FLANGE AROlRO THE DOW PE1+NEER , ANY PRE—PUNCHM NIL PLACE BEAD IN LIE WITH OR SL1111S.ES,_ SAID J FLASHING WHIT BEAD BETWEEN If ANC FLANGE AND AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEMI JUNCTURE —FlASHING AT HEAD EXTENDS 1�BEYOND JAMB FLASHING. HEAD FLASHING 1_ APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER M NTING FLANGE. EMBED BOTTOM OF READ FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING I BEYOND EACH JAMB FLASHING. FASTEN IN PLACE m FLASHING SECTION A I WALL SHEATHING SEALANT BEAD BEHIND MOUNTING STUCCO/CV FINISH FLANGE. ,IAMB EXTEND JAMB FLASHING \z ASSEMBLY W/ 15# FELT SHFA TIIfIG • SEAL THE WINDOW FRAME TO OPENING. APPLY A V NOM. OVER APPROVED WEATHER DIA. TO THE BACKSIDE 0 INTERIOR VIEW BARRIER LANG FLANGE, FE,, IN L:...- A1TH ANY PRE -PUNCHED HOLES OR SLOTS. o LAP FELT AND WEATHER ND SEALANT BEAD BETWEEN TOP LEFT CORNER OF WINDOW BARRIER OVER VINYL APPLY CONT. SEAL TO THE MOUNTING STUCCO STOP/WEEP 1 � SIDES (JAMBS) OF WINDOW. EXTEND jQ0 JAI! PLASH IM B Jr EXTEND 15# ROOFING FELT THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND W IN PLACE (FLASHING UP WALL T MIN (22ft" ASOAE ROUGH OPENING AT HEAD. CUI WEAIISR 5x5 METAL FLASHING OVER ? OPENINGOPENINGHE OPOAT HEAD -ANT ROOFING FELT (NAIL TO 2 zZ FOLD WEATHER ROOF DECK NOT WALL APPLY TAPE AT /I Z SHEATHING) Lr' CORNERS 70 CAP SHINGLE - DO NOT NAIL I IEiPORAMLY HOLD INSTALL WITHF HEAD. SEE DIAGRAM. 1 L5 CEMENT z SHINGLE ROOFING SILL FLASHING ROOF WALL Fr LASHING DETAIL - STUCCO N.T.S. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL T MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING WT S- WINDOWINSTALLATION (METHOD B-1) WEATHER RESTIVE BARRIER (IRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE STEPS LIMIER 5Hp W FASHIO, STAKING AT THE BASE OF WE WAIL ! WINO OMC TOWARDS THE TOP. INSTALL THE WIB TO THE FACE OF THE SHEAUING APPLY SLL FLAsom ® APPLY JAMB FLASHING APPLY BEAD OF SEALANT AROUND THE PERIMETER OF TLE SACK SINE (WERM SUrtACE) OF F>rDOLI MO NNI Q FLANGE ® IMMEDIATELY INSTALL W NIM USING PAN HEAD SOREWS 10 FACLITAIE BfSPECIION. ® APPLY BEAD OF SEALANT ACROSS THE FACE OF MOANING FLANGE AT HEAD (DAPPLY HEM FlA9Mf �iEl10YE PIEMOIJSIT MPLEp APE, ALLOrIG Wi® TD LAY FLAT OIER HEAD FLASHING. APPLY AIMSMEJAI AIM TAPE OWER AGONAL CUR — SEE RA(itAM. SECTION A THROUGH WNDOW JAMB Q @APPLY A IF NOL DHA BEAD HE SEALANT 70 THE BACKWE (INFERIOR) OF THE MOLINITINO FLANGE AROlRO THE DOW PE1+NEER , ANY PRE—PUNCHM NIL PLACE BEAD IN LIE WITH OR SL1111S.ES,_ SAID J FLASHING WHIT BEAD BETWEEN If ANC FLANGE AND AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEMI JUNCTURE —FlASHING AT HEAD EXTENDS 1�BEYOND JAMB FLASHING. HEAD FLASHING 1_ APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER M NTING FLANGE. EMBED BOTTOM OF READ FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING I BEYOND EACH JAMB FLASHING. FASTEN IN PLACE m FLASHING SECTION A I THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING I I FLANGE. ,IAMB EXTEND JAMB FLASHING \z a SHFA TIIfIG • SEAL THE WINDOW FRAME TO OPENING. APPLY A V NOM. A DIA. TO THE BACKSIDE 0 INTERIOR VIEW To OWIERLAP Su LANG FLANGE, FE,, IN L:...- A1TH ANY PRE -PUNCHED HOLES OR SLOTS. o FLASHING ND SEALANT BEAD BETWEEN TOP LEFT CORNER OF WINDOW RASHING. EXTEND APPLY CONT. SEAL TO THE MOUNTING FLANGE - 1 � SIDES (JAMBS) OF WINDOW. EXTEND jQ0 JAI! PLASH IM B Jr j TOP LEFT CORNER OF WINDOW THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND W IN PLACE (FLASHING Q (22ft" ASOAE ROUGH OPENING AT HEAD. CUI WEAIISR ' I OPENINGOPENINGHE OPOAT HEAD -ANT 9 FOLD WEATHER SEALANT APPLY TAPE AT /I Z 1 UNDER THE FLAP CORNERS 70 I IEiPORAMLY HOLD 1 HEAD. SEE DIAGRAM. 1 L5 RASING IN PLACE z SLL FLASHING SILL FLASHING UNIT U6 6 APPIPD- •''.J'� 0 Z SHIM AND ADJUST WINDOW TO ACHIEVE SOUARE, SHIN AND ADJUST WINDOW TO ACHlIE SQUARE, ® , PLUMB, AND LEVEL CONDITION, USE CORROSION ® , PLUMB, AND LEVEL COERIOK USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER :�'�L RESISTANT FASTENERS FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. i iI O i 1LH00• MAMIFACTUFER FASE/ER SPECIFICATIONS. Z W > T i WEATHER RESISTANT OF THRESHOLD STEP 1 Ii •" �i O1IYEATHER STEP 3 Q I II 11 I AT A 45 DEGREE ANGLE. CAREFULLY CUT THE RESISTANT V) Cif 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. 1 I / BARRIER ON A DIAGONAL GENTLY RAISE THE E i ARRA R 0 � OR OTHER DECAY RESISTANT MATERIAL Cf) J / �N TOP EDGE OF THE BARRIER UP AND TAPE THE j / Ij AT A 43DEGREE ANGLECAREFULLY GFT THE 0 TOP CORNERS AND CENTER TO THE EXTERIOR WPB SURFACE ABOVE. X BARRIER ON A DIAGONAL GENTLY RAISE THE W U FLASHING OVERLAPPING W X / TOP EDGE OF INE BARRIER LIP AND TAPE THE NOTE:_ TOP CWERS AND CENTER TO THE EXTERIOR NO W.R.B. REWIRED O C.M.U. EXTERIOR W/B SURFACE ABQME EXTEW SELF ADHERINGMEMBRANE NOTE_ /'WIDE NO WA -8. REQUIRED • C.M.U. EXTERIOR VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2 DO NOT NAIL 6" MIN FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7116' OSB OVER PRE -ENG TRUSSES 24' WIDE METAL VALLEY FLASHING OVER 15# FELT VALLEY FLASHING DETAIL N-T.S. FIBERGLASS SHINGLE ROOFING OVER _ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT GALVANIZED METAL OFF -RIDGE HEAD VENT WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR _ SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER — SHINGLES AT BASE 7/16' OSB OVER PRE -ENG WD TRUSSES c� NOTES: 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING j FLASHING OVER FLANGE AT HEAD ONLY 1 OFF-RIDvE VENT FLASHING DETAIL N.T,& STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FLASHING 1 KICK -OUT FLASHING (SEE I �/ DETAIL) I / \ Z ` EXTEND KICK -OUT 2" BEYOND FASCIA 1 1 0 FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIA NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 6 WALL INTERSECTIONS WATER TIGHT LA/AI I IV 10 Vf-%l IT C-1 Ac t_IIKin rlr---A 1I SEAL N T.S. WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPUED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPUED OVER THE FACE OF THE MOUNTING FLANGE. STEPS IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL h WORKING TOWARDS THE TOP. INSTALL THE WRB TO THE FACE OF THE SHEATHING. ® APPLY SIL FLASHING ® APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE k SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. (9)APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8 )J' © APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE ALLOWING WRB TO LAY FIAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. _. / SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1' BEYOND JAMB FLASHING. OHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (WASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND I EACH JAMB FLASHING.. FASTEN IN PLACE ® JAMB FLASHING SECTION A I THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING i FLANGE. A \z a SHFA TIIfIG • SEAL THE WINDOW FRAME TO OPENING. APPLY A V NOM. • ' DIA. TO THE BACKSIDE 0 �' r WINDOW _ -_- - LANG FLANGE, FE,, IN L:...- A1TH ANY PRE -PUNCHED HOLES OR SLOTS. o FLASHING ND SEALANT BEAD BETWEEN ®JAMB FLASHING FLASHING AND MOUNTING APPLY CONT. SEAL TO THE MOUNTING FLANGE - FLANGES AT THE TOP (HEAD) AND � SIDES (JAMBS) OF WINDOW. EXTEND jQ0 SEALANT AT JAMBS 8 )}• ABOVE j TOP LEFT CORNER OF WINDOW THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND W IN PLACE (FLASHING Q /a-7FASTEN GOES OVER SEALANT). OPENING AT HEAD. / SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1' BEYOND JAMB FLASHING. OHEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (WASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND I EACH JAMB FLASHING.. FASTEN IN PLACE ® JAMB FLASHING I / i BARRIER OVER i EXTEND JAMB FLASHING \z V SHFA TIIfIG Ar I I TO OVERLAP SILL 0 W Q W� (n W.ti ru E ucwR PLUMH I I INTERIOR VIEW ND U) 0 I E V E E A SOI TARE PE k U JAMB FLASHING K• � jQ0 MANDH A('IUkER Wkl ITE N j TOP LEFT CORNER OF WINDOW ABOVE ROUGH W 0 Q INS iNl1CTK)NS OPENING AT HEAD. CUI WEAIISR I OF FLLAASHING 9 FOLD WEATHER JAMB /I Z SEALANT UNDER THE FLAP DATE 05-04-18 OF WRB AT THE AROUND JAMBS 1 HEAD. SEE DIAGRAM. L5 AS INDICATED z 4�> SILL FLASHING W •''.J'� 0 Z SHIM AND ADJUST WINDOW TO ACHIEVE SOUARE, ® , PLUMB, AND LEVEL CONDITION, USE CORROSION _0 H RESISTANT FASTENERS. FASTEN WINDOWS PER :�'�L CD WINDOW MANUFACTURER SPECIFICATIONS. i iI I CORNERS 8 FRONT MGT Z W I ii i WEATHER RESISTANT OF THRESHOLD STEP 1 Ii I BARRIER (IRB) J STEP 3 Q I II 11 I AT A 45 DEGREE ANGLE. CAREFULLY CUT THE V) Cif 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. 1 I / BARRIER ON A DIAGONAL GENTLY RAISE THE W U) 0 � OR OTHER DECAY RESISTANT MATERIAL Cf) J / �N TOP EDGE OF THE BARRIER UP AND TAPE THE WSTALL 4' WIDE 0 TOP CORNERS AND CENTER TO THE EXTERIOR WPB SURFACE ABOVE. X J W U FLASHING OVERLAPPING W W 0 NOTE:_ NO W.R.B. REWIRED O C.M.U. EXTERIOR CL MODIf II WEAL 111 LINE OF WINDC APPROVEI BARRIER OVER OVER WD CI SEALA 0 WINDU1 L INSTALL 4- WIDE SELF -AD/ER.— MEMBRANEFLASW OVERWI L WG FLANGE @ READ EXTENDNE ADHERING M. MEMBRANE FW MEMBRANE FLASHING 1 - MIN BEYOND IAM6 FLASHING NOTE: t. WINDOW INSTALLATION 8 FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A-1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED 2. IT 16 THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT 8 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. MpokngtrR SECURE ARRER(ORT UNDEF 1 WEATHER R AT JAiBS TALL WINDOW PL LEVEL 8 SOIARH. WACTURERS WRI NSTAUCT I OID WEATHEI On. 6 TAPE CUT AACROS WINDOW FLASHING INSTALLATION DETAILS N T.S. IECHANK VIED EDC, PLES) IF RING MA F-ADMEF MBRANI EXTEND MEMB VERNAI EXTI AS INK ILL FEE; SEAL WINDOW FRAME TO INSIDE O R O WITH SEALANT AT SILL AND A MINIMUM 1T UP 80TH UMTS TO FORMA BACK DAM SEAL BALANCE OF FRAME WITH SEALANT OR LOW EXPANDING FOAM IPROVIDEBACKERROD WHERE REQUIRED) y INTERIOR VIEW STEP 9 APPROVED WEATHER Ll - BARRIER OVER 0 \z SHFA TIIfIG i W I) Q N— 0 W Q W� (n W.ti ru E ucwR PLUMH U) 0 I E V E E A SOI TARE PE k U LINE OF DOOR OI'EHWC � jQ0 MANDH A('IUkER Wkl ITE N W 0 Q INS iNl1CTK)NS CUI WEAIISR BARRIER FOLD WEATHER � Z BARRIER W DATE 05-04-18 AROUND JAMBS SCALE L5 AS INDICATED z 4�> SET THRESHOLD IN W 0 Z BED OF SEALANT _ C0 _0 H APPLY SEALANT AT :�'�L CD 0226-1 J 0>g CORNERS 8 FRONT MGT Z W J OF THRESHOLD STEP 1 STEP 2 J STEP 3 Q NOTE AT UNPROTECTED DOORS, BO7 TTOM V) Cif 1/4th OF JAMBS SHALL BE COMPOSITE, P.T. 1 W U) 0 � OR OTHER DECAY RESISTANT MATERIAL Cf) J WSTALL 4' WIDE 0 SELF -ADHERING MEMBRANE X J W U FLASHING OVERLAPPING W W 0 DOOR FRAME IA' hl, EXTEW SELF ADHERINGMEMBRANE /'WIDE FLASHING I-MININSTALL SELF -ADHERING MEMBRANE BEYOND JAMB FLASHING FLASHING OVERLPPPRIG DOOR FRAME 14' ' I I .SLE. I I—I III -1 111 tINIStI 1NII.I UI lAKS I STEP 4 STEP 5 DOOR FLASHING INSTALLATION DETAILS NTS © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in my form or manner whatsoever without the written permission of HOUSE PLANS by BONNIE inc. U C: E y o W0 Z t v o Z>' c V O c 0 c 2 4) 2 0 E m O a y C O V V O O U n N o _T O c al 0 a O U > O �a Ea 'm Z 0 0 j, -0c� v— r \ _ I, -0 o- a .. N O v1 0 U V E a r w2 u 6 71 In Ez '�' V _ U C A) O O O !� a> 2 U o 0 V 4 U U N C\1 o � LL W z z O OU U Q IMI W N V Q w N Q �\ 0 —� Un O n W rn LTJ z U� J O O .-O v U7 Ll - 0 \z W W I) Q N— U LTJ oW W Q W� (n U) 0 N NO U z � jQ0 Cf� W 0 Q W Q � Z DATE 05-04-18 SCALE L5 AS INDICATED z U W 0 Z B.M.S. _ C0 _0 H Z CD 0226-1 J 0>g Z W J a - = LJJ J Q V) Cif U W U) 0 � Cf) J 0 X J W U Q W W 0 © 2018 COPYRIGHT HOUSE PLANS BY BONNIE INC. These drawings are not to be reproduced or copied in my form or manner whatsoever without the written permission of HOUSE PLANS by BONNIE inc. U C: E y o W0 Z t v o Z>' c V O c 0 c 2 4) 2 0 E m O a y C O V V O O U n N o _T O c al 0 a O U > O �a Ea 'm Z 0 0 j, -0c� v— r \ _ I, -0 o- a .. N O v1 0 U V E a r w2 u 6 71 In Ez '�' V _ U C A) O O O !� a> 2 U o 0 V 4 U U N C\1 o � LL W z z O OU U Q IMI W N V Q w N Q �\ 0 —� Un O n W rn LTJ z U� J O O .-O v U7 /r\ 0 \z W � I) Q N— U LTJ oW W Q W� U) N NO U z � jQ0 Cf� W QO Q Q DRAWN BY B.STEWART DATE 05-04-18 SCALE AS INDICATED CHECKED BY B.M.S. PLAN NO 0226-1 AD SHEET NO 50F5 GENERAL: A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING CODE -BUILDING AND SECTION R301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. CODE REQUIREMENTS FOR FIRE (FIRE SEPARATION BETWEEN DWELLINGS, SPRINKLERS, ALARMS, EGRESS, ETC.) ARE TO BE SPECIFIED BY OTHERS. D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY OR DERIVED FROM OTHER SOURCES. F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. FOUNDATION: A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 psf, ACTIVE EFP = 30 pcf (LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY BRACING/SHORING, CONTACTTHE ENGINEER OF RECORD FOR ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A DENSITY OF MIN. 95`Yo OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE FOOTING. G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS IN CONFORMANCE WITH ASTM -A 185, OR FIBER MESH REINFORCEMENT SHALL BE USED WITH THE MINIMUM 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. 1. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS. J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: • CONCRETE CAST AGAINST EARTH - 3" • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 11/2" • INTERIOR SLABS, WALLS - 3/4". I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL 90' HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". STEEL: A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: • PIPE - ASTM A53, TYPE E OR S, GR. B • TUBE - ASTM A500 C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE. D. HEX NUTS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS - ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. PRESERVATIVE -TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC3A. C. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CO DSW4 OOD: TRUSSES: A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER EXT. 1. RAFTERS/JOISTS - #2 SYP LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. L3x3x1/4 2. WALL PLATES - #2 SYP, U.N.O. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). FLORIDA BUILDING CODE 3. WALL HEADERS - #2 SYP ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING FOUNDATION SHEET 4. WALL STUDS - #2 SPF, U.N.O. FOUNDATION POUR OR FRAMING. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN 4'-6" 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. FRAMING SHEET FOLLOWS: D. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS FRD a. BEAMS b. COLUMNS MEMBER DESIGN CRITERIA" SHOWN ON THIS SHEET. WELDED WIRE MESH/FABRIC - LSL - 1.55E - LSL - 1.3E E. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/ SHEAR WALL HOLD DOWN - SEE TD PAGES - LVL - 2.0E - LVL - 1.8E (3) .131x3" TOENAILS/END. HDR - PSL - 2.0E - PSL - 1.8E/2.0E (PER PLAN) F. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER 2 -6x3 -1/2x5/16 20'-0" 12'-0" 9'-6" 2. ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. INTERIOR - TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM G. REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. LL CALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. INFORMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BE HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS MAXIMUM USED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, SHOULD BE FOLLOWED. MIN. MATERIAL, AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION. 1. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND N/A SUBSTITUTING ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHING BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE SHEAR WALL HOLD DOWN - SEE TD PAGES PROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE. FUNCTIONS. 3. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. J. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE FR 058 (SEE 4. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND SHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP 3/8"x6" TITEN HD INSTRUCTIONS. CHORD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY C. ALL SHEATHING TO BE AS FOLLOWS: OVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 MASONRY BUILDING CODE. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". NLESS NOTED OTHERWISE. ROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS AP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" #5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND -1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. ALL CMU TO BE RUNNING BOND CONSTRUCTION. 3RICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x 7/8" ORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES HALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND HALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES HALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS w/ (2) .131x3" NAILS. OPT. DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING RS250 INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD ORIENTED STRAND BOARD PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT OF THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) SPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING PCF 131x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS CS18-200 PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT 15/32", USE 10d RING -SHANK NAILS. POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESERVATIVE TREATED /PRESSURE TREATED (TREATED FOR OUTDOOR USE) BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING 2. ALL SHEATHING TO BE APA OR TECO RATED. PSF BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. PT BELOW. QTB 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED w/ 2x SOLID MATERIAL. QTG 5. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: (1) 2x4 S.G. SPF 61' QTO a. 7/16" ------ .437" THICKNESS - 24/16 SPAN RATING DIAGONAL BRACE FROM MAX. MSTA18 b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING CONTINUOUS LATERAL RAISED c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING BRACE TO UNDERSIDE OF SCL TRUSS TOP CHORD. d. 23/32" ------ .719" THICKNESS - 48/24 SPAN RATING T -BRACE D. APPLY OVER MIN. (3) ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, TRUSSES @EACH END OF 45' FASTENED TO WEB STUD GRADE ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: w/ •131x3" @ 6" SPF SS EACH CONTINUOUS MAX. 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF LATERAL BRACE LINE AND O/C. T -BRACE TO STAINLESS STEEL CENTERLINE OF POST. @MAX. 20' INTERVALS BE SAME SIZE, 2. 2x6 POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. SPECIES AND SW6HP BETWEEN ENDS. 3. 2x8 POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) GRADE AS WEB TO Mao0 ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. 2x4 SGSPF SPF LATERAL BE BRACED. i E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" o/c OR BRACE. QUANTITY AND KTS260 ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 LOCATION PER TRUSS (34) 16d COMMON x 3-1/2" / END PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED. ENGINEERING. F. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS OVERLAP SPLICES OVER 611MIN. (2) TRUSSES. MAX. INDICATED IN FBC TABLE 2304.9.1. G. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: a. 8d - .131"x2-1/2" c. 12d - .148"x3-1/4" SPT24 - OPTION 1- -OPTION 2 - b. 10d - .148"x3" d. 16d - .162"x3-1/2" H. CONTINUOUS LATERAL BRACING INDIVIDUAL WEB BRACING FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC SSP 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS). I. USE OF TETRA GRIP (.113"X2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWED AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. ATR ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE CORROSION/DECAY RESISTANCE: BM BEAMCL - TSP LFTA6 CENTERLINE CEILING - A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN SPTH4/6/8 CLG (12) 10d COMMON x 1-1/2" TOTAL DIRECT GROUND CONTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO CONCRETE MASONRY UNIT CMU SC35 AWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH CONTINUOUS MP4F CONT. (12) 8d COMMON x 1-1/2" TOTAL SALT OR BRACKISH WATER). - - - - COVER SHEET CS B. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN -- - - - DL EXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE DEAD LOAD PRESERVATIVE -TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC3A. C. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CO DSW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES DSW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES D. E. F. NCRETE OR MASONRY TO CONFORM TO AWPA STANDARD U1 AND M4 - USE CATEGORY UC1. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT WITH PRESERVATIVE TREATED MATERIALS SHALL BE Z -MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BYTHE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALLFR REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. STAINLESS STEEL AND ZINC -PLATED FASTENERS AND CONNECTORS MAY NOT BE-- COMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE. E.O.R. ENGINEER OF RECORD SWS1 EXT. EXTERIOR L3x3x1/4 FBC FLORIDA BUILDING CODE FD FOUNDATION SHEET L4x3x1/4 FDD FOUNDATION DETAIL SHEET 4'-6" W/ FRAMING SHEET 10'-0" FRD FRAMING DETAIL SHEET WELDED WIRE MESH/FABRIC G38 SHEAR WALL HOLD DOWN - SEE TD PAGES 9'-6" HDR HEADER --- 2 -6x3 -1/2x5/16 20'-0" 12'-0" 9'-6" INT. INTERIOR - -OR- 3/8"x6" TITEN HD LL LIVE LOAD - b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. MAX. MAXIMUM 3/8" x 6" ATR MIN. MINIMUM -- N/A 012 SHEAR WALL HOLD DOWN - SEE TD PAGES MASONRY: LGT4 058 SHEAR WALL HOLD DOWN - SEE TD PAGES 3/8"x6" TITEN HD O/C ON CENTER A. B. C. D. E. F. S. A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 MASONRY BUILDING CODE. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". NLESS NOTED OTHERWISE. ROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS AP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" #5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND -1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. ALL CMU TO BE RUNNING BOND CONSTRUCTION. 3RICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR NO. 22 U.S. GAGE x 7/8" ORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES HALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND HALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES HALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS (7) 8d OR (6) 10d COMMON x 1-1/2" / END OPT. OPTIONAL RS250 OSB ORIENTED STRAND BOARD PCF POUNDS PER CUBIC FOOT CS18-200 PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESERVATIVE TREATED /PRESSURE TREATED (TREATED FOR OUTDOOR USE) BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE GREEN QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE CS16 PSF CS16-150 PT QTB MSTA12 QTG (5) 10d COMMON x 1-1/2" / END QTO ORANGE QUICK TIECABLE - SEE TD PAGES AND TDD DETAIL PAGE _ MSTA18 RSD RAISED SCL STRUCTURAL COMPOSITE LUMBER (LSL, LVL, PSL) MS24 SG --- STUD GRADE TA36 SPF SS GRADE #2 SPRUCE PINE FIR STAINLESS STEEL ::1 SW6HP SHEAR WALL - SEE FR PAGES Mao0 SW6 SHEAR WALL - SEE FR PAGES SW4 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER SW3 SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES SWS1 ABOVE ABOVE ABOVE SYP L3x3x1/4 6'-0" 4'-6" 3'-0" TIE DOWN DETAIL SHEET L4x3x1/4 8'-0" 6'-0" 4'-6" W/ L5x3-1/2x5/16 10'-0" 8'-0" 6'-0" WELDED WIRE MESH/FABRIC L6x3-1/2x5/16 14'-0" 9'-6" 7'-0" 60 2 -6x3 -1/2x5/16 20'-0" 12'-0" 9'-6" NAILS LS NOTES: -OR- 3/8"x6" TITEN HD a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". _ o b. LONG LEG OF ANGLE SHALL BE PLACED IN A VERTICAL POSITION. (8) 1/4"x c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN. 3/8" x 6" ATR 3/8" x 6" ATR SW4 SHEAR WALL - SEE FR PAGES SW3 SHEAR WALL - SEE FR PAGES SWS1 SHEAR WALL - SEE FR PAGES SYP GRADE #2 SOUTHERN YELLOW PINE TD TIE DOWN SHEET TDD TIE DOWN DETAIL SHEET TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ WITH W/O WITHOUT WWM/F WELDED WIRE MESH/FABRIC X58 SHEAR WALL HOLD DOWN - SEE TD PAGES I ABBREVIATIONS I HOLD DOWN CONNECTOR SCHEDULE z W FASTENERS 0 o N z (26) .162 x 2-1/2" NAILS TO CONCRETE FOUNDATION 2 ATTACHMENT = IW- W ATTACHMENT TO WOOD POST INTERIOR WALL MONO SLAB @ STEMWALL @ _ <t H8 (no slab edge) EXTERIOR WALL EXTERIOR WALL LTT206 N/A (10) .1 x 3" 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR 60 II NAILS LS -OR- 3/8"x6" TITEN HD -OR- 3/8"x6" TITEN HD -OR- 3/8"x6" TITEN HD _ o MEAN ROOF HEIGHT (8) 1/4"x 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR DTT2Z N/A SDS SCREEWSWS -OR- -OR- -OR- LGT4 LUGT4 PANEL) SYSTEMS. 3/8"x6" TITEN HD 3/8"x6" TITEN HD 3/8"x6" TITEN HD RS300 CS20-250 (7) 8d OR (6) 10d COMMON x 1-1/2" / END CS20 HTT4 HTT5 HTT4 HTTS (18) .162 x 2-1/2° NAILS 5/8" x 6" ATR 5/8" x 12" ATR 5/8" x 15" ATR 5/8" x 15" ATR (26) .162 x 2-1/2" NAILS 5/8" x 6" ATR 7/8" x 8" ATR 5/8" x 12" ATR 7/8" x 16" ATR HDQ8 UPHD8 (20) 1/4" x 3" SDS SCREWS 7/8" x 16" ATR HDU14 UPHD14 (36) 1/4"x2-1/2" 1" x 10" ATR 1" x 18" ATR 1" x 20" ATR SDS SCREWS HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. MEMBER CONNECTION DETAILS WID DnnC - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. 4' [ \ / 1 4' MAIN y RnnV FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4" o/c NAILING TO - WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERA SI R l It -lift 2017 FBC -EXISTING (ALTERATION LEVEL 2)AVV WINDD FRAMING CONNECTOR SCHEDULE D.L. DESIGN GUIDE SIMPSON CONNECTOR H2.5 (AorT) USP ALTERNATIVE RT7A OR RT7 QT ALTERNATIVE HA4 FASTENERS (5) 8d COMMON x 1-1/2" / END L/240 WIND SPEED (V"IT) SDWC15600 130 mph FMFF006 N/A L/240 101 mph H8 RT8A L/360 (5) 10d COMMON x 1-1/2" / END o BUILDING TYPE MTS12 MTW12 L/240 (7) 10d COMMON x 1-1/2" / END 60 II HTS20 HTW20 ATTIC CEILING (STORAGE) (12) 10d COMMON x 1-1/2" / END _ o MEAN ROOF HEIGHT LGT2 LUGT2 10 (16) 16d SINKER x 3-1/4" TO TRUSS (14) 16d SINKER x 3-1/4" TO PLATE/POST L/360 LGT3 LUGT3 ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS (26) 16d SINKER x 3-1/4" TO PLATE/POST L/360 LGT4 LUGT4 PANEL) SYSTEMS. (16) 1/4"x3" SDS SCREWS TO TRUSS (30) 16d SINKER x 3-1/4" TO PLATE/POST L/180 CS22 RS300 CS20-250 (7) 8d OR (6) 10d COMMON x 1-1/2" / END CS20 RS250 CS20-250 (8) 8d OR (7) 10d COMMON x 1-1/2" / END CS18 RS200 CS18-200 (11) 8d OR (9) 10d COMMON x 1-1/2" / END CS16 RS150 CS16-150 (16) 8d OR (14) 10d COMMON x 1-1/2" / END IVIS _Al2 MSTA12 LS12 (5) 10d COMMON x 1-1/2" / END MSTA18 MSTA18 MS24 (7) 10d COMMON x -1-1/2"/ END MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END � Z O Q \ / TA36 MSTA36 MS36 (13) 10d COMMON x 1-1/2" / END ::1 MST48 KST248 Mao0 (25) 16d COMMON x 3-1/2" / END MST60 KTS260 (34) 16d COMMON x 3-1/2" / END SP1 SPT22 (6) 10d COMMON x 3" TO STUD (4) 10d COMMON x 3" TO PLATE SP2 SPT24 (6) 10d COMMON x 3" TO STUD (6) 10d COMMON x 3" TO PLATE SSP (4) 10d COMMON x 1-1/2" TO STUD (3) 10d COMMON x 1-1/2" TO DOUBLE PLATE (1) 10d COMMON x 1-1/2" TO SINGLE PLATE DSP (8) 10d COMMON x 1-1/2" TO STUD (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE (2) 10d COMMON x 1-1/2" TO SINGLE PLATE TSP LFTA6 (9) 10d COMMON x 1-1/2" TO STUD (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE SPH4/6/8 SPTH4/6/8 (12) 10d COMMON x 1-1/2" TOTAL A34 MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL LTP4 I MP4F SC35F (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS WID DnnC - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. 4' [ \ / 1 4' MAIN y RnnV FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4" o/c NAILING TO - WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERA SI R l It -lift 2017 FBC -EXISTING (ALTERATION LEVEL 2)AVV WINDD SIG RITERIA D.L. DESIGN GUIDE T. L.A ROOF'(SHINGLE) 20 ASCE 7 - L/240 WIND SPEED (V"IT) FLOOR (ROOMS) 130 mph 15 WIND SPEED (V.") L/240 101 mph �5 EXPOSURE CATEGORY L/360 C o BUILDING TYPE 15 ENCLOSED L/240 RISK CATEGORY 60 II --► ,,,,. TOPOGRAPHY ATTIC CEILING (STORAGE) FLAT _ o MEAN ROOF HEIGHT L/240 < 15' 10 5 L/360 L/240 SOLID SAWN MEMBER DESIGN CRITERIA USE L.L. D.L. L. L.0 T. L.A ROOF'(SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 WALL (BRITTLE FINISH) ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. L/360 MAX. 16" o/c. WALL (FLEXIBLE FINISH)3 PANEL) SYSTEMS. Q L/180 a. KUUI- IVItIVlbtKS HAVt NU I BEEN DESIGNED TO SUPPORT I PHOTOVOLTAIC (SOLAR PANEL) SYSTEMS. TRUSS MEMBER DESIGN CRITERIA MEMBER L. L. D. L. L. L. T.L. Z A ROOFTOP CHORD (SHINGLE) 20 7 L/240 L/180 ROOF BOTTOM CHORD 10a'b 5 L/240 L/180 FLOOR TOP CHORD 40 ` 10 L/360 L/240 FLOOR BOTTOM CHORD 0 5 L/360 L/240 a. NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE) WHEN TWO OR MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET: * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING. * THE BOTTOM CHORD PITCH IS < 2/12. * BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN. c. INCREASE GAME ROOM LIVE LOADING TO 60 psf AND SPACE TRUSSES @ MAX. 16" o/c. d. TRUSSES HAVE NOT BEEN DESIGNED TO SUPPORT PHOTOVOLTAIC (SOLAR PANEL) SYSTEMS. WIND-BORNE DEBRIS CLASSIFICATION NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL i I (�' L � IAj REQUIREMENTS AND CONDITIONS REVIEWED BY:---/22DATE. -17 % A TIE -DOWN DESIGN TYPE ATR/QT SYSTEM AUG 1 4 2018 Building Departmen VERSION 5.1 ##### ***#*# ##*## *# # ■ 1) WE TRUST ■ I _R� - 14 MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 JOB NUMBER J13803 PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: JRA SHEET c S I PROJECT ENGINEER JESSE R. ALEXANDER FL PE #81327 ``�t%111111111111 -, %ua111111111 C EON ��: No 81327 U o -P . STATE OF v O . NAL •ENG��` 7/1 7/1 B Z 0 H Q w Q w � U Z Z Q EL W o 2 LO o w U O Z Q }2JUu7 D � Q W �U7W E'QDW CO �- 0 r � v Z Q � Z O Q \ / 2 w \ / � It J ::1 O o Mao0 PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: JRA SHEET c S I PROJECT ENGINEER JESSE R. ALEXANDER FL PE #81327 ``�t%111111111111 -, %ua111111111 C EON ��: No 81327 U o -P . STATE OF v O . NAL •ENG��` 7/1 7/1 B