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HomeMy WebLinkAbout35893 Saddle Palm WayREVISION LOG 2/12/19 1.0 CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT LOT 27 LOCK 05 SILVERADO 35885 SADDLE PALM WAY ZEPHYRHILLS, FL 335 1 ��M 11101mimi MINI 17 WIN - - 701 -r-Imin WINININUME WININININIE m INDEX OF DRAWINGS SHT. NO. DESCRIPTION cs COVER SHEET 1 FLOOR PLANS 2 INTERIOR ELEVATIONS 3 EXTERIOR ELEVATIONS 4 ELECTRICAL PLANS 5 ROOF PLANS 6 FOUNDATION PLANS 7 ROOF FRAMING PLANS 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SHALL COMPLY WITH pgEVAII-ING %OVWCS F-MRIPA El 0 CODE, NATIONAL ELECTIlIC CODE I ANB I nr- %011 T Vr 4100111ITKMILLIS ORDINANCES %" % MAR: 2 A.; Zv 4 if . Lu - '* u4w '7 I-Z CITYOF -'- PWv'RFllLL* PL/'tNS EXMT,'F-,R I ABBREVIATIONS I AFF. ABOVE FNIS14 FLOOR E)a EXISTING FKa PARKING ACC. ACCESS EXT. EXTERIOR FIX PARNTION AP. ACM86 PANEL Fb. FACE BRICK ICY, PAVE(DXNG) ADO, ADDENDUM FD. FACE OF PVMT. PAVEMENT ADR ADHESIVE FAS. FASTEWER) PED. PEDESTAL ADJ. ADJU6TABLE FN. FENCE PERI, PERIMETER AGG. AGGREATE FaL. FIBERGLASS PLAS. PLASTER AC AIR CONDITIONING FIN. FN6H PLAM. OR Pl PLASTIC L41MTE ALT. ALTEWTE Fpl- FINISH FLOOR LIE PL. PLATE A5. ANCHOR BOLT FE. FIRE EXTINGUISHER P.Y.C. POLYVINYL CHLORIDE APPX APPROXIMATE Ff. FIRFLACE P.E. PORCELAIN ENAMEL A --A- AW-4 ARCHITECT FLG. FLASHING P.SF. POUNDS PER SQUARE FOOT AD. AREA DRAW FUR FLOOwwj) Phi. POUNDS PER SaIARE INCH ASPR ASPHALT F.D. FLOOR DRAW RCZ. OR PCCONC. PWCASTCONCRETE Al ASPHALT TILE FLUR FLUORESCENT PFB. OR PRFAB. FfiEFABRCATE(D) AUTO. AUTOMATIC Fla FOOTING aT. alaw TILE ARK AWNWs FND. FOUNDATION RAD, RADIUS BRIT. BASEMENT FR. FRAMWING) Ra RAILING BM. BEAM FS. RILL 60 RE.F. REFEIWICE BF45L BEARNG F.B0. FURRISHED BY OTWIERS Fm REFRZ3ER4TOR Bkt BENCH MAW RJR FURR(EDXWj) RE OR RIEW RENFORIVEDXING) BYL BEVELED CIA GAUGE RES. RESILENT BIT. BITUMINOUS G.I. "VANIZED IF40N RA IiETURN AIR BILK 5LOCK CIL. GENERAL CONTRACT(OR) RV5. REVERSE (SIDE) BLKC& 151.0out GL GLASS, GLAZING REV. FEASIOWS), REVISED BID. WARD GLB. GLASS BLOCK ROI RIGHT OF WAY B.S. BOTH SIDES GD. GRADE, GRADING R. RISER Bill. BOTH WAYS 0 OR GTP.BD GYPSUM BOARD RD. ROOF DRAW WT. 50TTOM HID, HARD RFa ROOFING Bp BRICK WIDW, WARDIUARE RM. ROOM BLDG. BUILDING WDR HEADER RO. CAB. CABINET HTG. HEATING RBL. RUBBLE CPT. OR C. CARPET WAC. HEATINGIVENTILATINGIAIR CONI)RIONNG SCR SCHEDULE CSMT CASEMENT 4D. HEAVY DUTY SNT. SEALANT Cl CAST IF40N 143T. OR WT, HEIGHT 67G. SEATING C.I.P. CONC CAST-N-FLACE CONCRETE A.C. alow CORE SEC. SECTION ca. CAT04 BASIN WK HOLLOW METAL SHTwt MANING CK CARING)CAMING) m HORIZONTAL 69T. SWEET CLG. CEILING RB. HOSE BIBB 5H. SHELF, SHELVING CEM. CEMENT ID. INSIDE DIAMETER SIM. SIMILAR CM. CENTIMETEP46) INS, NOULATIEDVON) SKL SKYLIGHT CER CERAMIC INT. NTEF40R SL. SLEEVE C.T. CERAMIC TLE JT. JOINT S.C. SOLID COE owt CWAMFER J5T. JOIST 6pC. SPACER CIR. CIRCLE KIT. KITOIEN 6PKR SPEAKER CIRC. CIRCUMFERENCE K.0. KNOCKOUT SPEC. SPECIFICATIONS CUR CLEMANCIE) LAK LAMINATED 6a SQUARE CLS. CLOSURE LP. LAMINATED PLASTIC $ST. STAINLESS STEEL COL. COLn LAY LAVATORY STD. STANDARD C". COMBINATION LT. LIGHT STL. STEEL CONC. C04CRETE LTL. LINTEL STO, STOR43E Cma CONCRETE MASONRY UNIT Ll. LIVE LOAD STRI. STRIC11URAL Cx CONNECTION LIV. LIVING SUS. SUSPE!'"D CONSTR CONSTRUCTION LVIR LOAM TEL TELEPHONE L E N N A Rm cow. CONTINUOUS MR MA44OLE Ty., TELEVISION Cm CONTRACTOR MFR MARFACTURE(R) THK. TWICK(NESS) CJ. CONTROL OR CONSTIRUCTION JOINT MA6. MAWNIRT T* OR THI.D. THRESHOLD Cm CORWATED MD. MASONRY OPENING T4 TONGUE AND GROOVED CTR COUNTER MATIL. MATERIAL Tjx TOP OF C04CRETE C". COjwS) MAX MAXIMUM Top� TOP OF FOUNDATION Cf. CUBIC FOOT MECK `IEC"ICAL TR TREAD C.T. CUBIC YARD M.C. OR MlDr-e. MEDICINE CABINET TYP. TYPICAL Dp. DAMP*PROOFING MIRIWAf LIC. UNDERCUT DL DEAD LOAD MT. OR MTL. MAL 1.11F. UNFINISHED PLANS ON FILE LIMITATIONS DER DEPRESSED M. METER vs. VAPOR BARRIER DET. OR DTL. DETAIL MM. MLLIHMR VERT. VERTICAL CTHE FOLLOWING SHALL APPLY U.N.O. DIAM. OR DIAMETER MR MINIMUM VIN. OR v. VNYL DIM. DIMENSION MR MIRROR V.T. VINYL TILE • PLANS ARE VAUD FOR THE PULLING OF PERMITS FOR 12 MONTHS FROM THE DATE OF THE ENGINEER!S SEAL OR THE DAL D& WASHER MISC, M16MLLANEOUS W. WAINSCOT DR DOOR MOD. MODULAR 111T.W. WALL TO WALL EFFECTIVE DATE OF ANY NEW VERSION OF AN APPLICABLE CODE, WHICHEVER IS LESS. DA DOKE HUNG MD. MOLDING, MOULDING w WALL HUNG • THE PLANS MAY BE USED FOR THE PERMITTING OF NEW PR03ECTS BEYOND THE 12 MONTH LIMITATION IF AN EXTENSION ELEC. ELECTRICA) OL. ON CENTER IF. WIDE FLAI'm LETTER SIGNED AND SEALED BY THE ENGINEER OF RECORD IS PROVIDED STATINGTHE SAME. DIS. DOINFOUT MT. MOUNT(EDXN6j) m 94TER CLMT E.P. ELECTRICAL PANEL OA OVERALL vo. WIT" • 'THESE PLANS ARE FOR USE ONLY IN AREAS WHERE THE APPLICABLE ULTIMATE WIND SPEED IS 150 MPH OR LESS, AND IN D. WA MULL MILLION UP, WATER PROOFING AREAS WHERE THE EXPOSURE CATEGORY IS DETERMINED TO BE "C" OR "B". SPECIFICALLY, -THESE PLANS ARE NOT FOR USE EL. ELEVATION OA OR 014EAD. OVERHEAD WD. WOOD 2277 RIGHT D.T. DRAW TILE W. NAILABLE Lp WATER RESISTANT IN EXPOSURE CATEGORY "D" AREAS AS DEFINED IN THE APPLICABLE VERSION OF THE FLORIDA BUILDING CODE, Ea EQUAL PNT' PANT(W) IW. WROUGHT IRON SPECIFICALLY SECTION R301.2.1.4.2 AND R301.2.1.4.3 IN THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL DIN. DRAWER NOM. NOMINAL m WELDED WIFf MESH EST. ESTIMATE RL PANEL W. WIDTH, WE VOLUME. m DRAWING N.I.C. NOT IN CONTRACT UK WINDOW THESE PLANS ARE ONLY FOR USE IN THE UNINCORPORATED PORTIONS OF HILLSBOROUGH COUNTY, FLORIDA, E)R EXHAUST POW PARALLEL EF. OR EAF. EACH FACE RTA NOT TO SCALE 082418 DAVIS BEWS DESIGN GROVP 00 STATE STR= EAST OLDISM& R�OMA 34677 813. 925.1300 TIEL 813. 925. 1800 FAX VVWWnAVLSIBEWS.00M TANWA e E>E7qNqM EST 1994 VORTEx ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW.I. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY C) CD r-j 0 0) r, t7; :L- q P-4 =I ko >Z (A co cn U-) M Ln z gn :2 "r 86 -� z< LL F- (6 cq jo� U CL < § E z w z Lu C� IT C:) �z 0 'R LLJ Z< Z CL a. x 4800 M 9 g zz LOU 8 0.� - R, co uj z Lu j § z Z Lu D 2: Lu mr m: > 0 j u (j) V) zcl �z <Q� 9 Lzu aw Lu r-4 > mo Ln 0 0� C'4 uj ;1- cp 0 o < . a LLJ 00 2 z Irr r*4 UUL, 8 Z C14 Lu Ln u F<- LZn 0 Lii Lij uj 00 Z 0 lq- < < N Z z ?-I he 00 Z z 0 8 co r-1 m CK iL SCALE AS NOTED DATE 2/12/2019 VERSION NO. loo SHEET NO. c s m M NOSD REF. 0 N SINK D.W. R4NCsE e KITCHEN ISLAND KITCHEN Hill MIRROR 01 a LAY. e H+ TU5/SHOVER BATH 2 OWNERS BATH INTERIOR ELEVATIONS SCALE: 1/2" - I'-0" T' m �j MIRROR LAY. LAY. DAVIS BEWS DESIGN GROUP 1.50 STATE STREET EAST OUXMA& ROMA 34671 813. 925. L300 TEL 813.92:5.1800 FAX W W W.DAWcZEWSCCM TAMPA • nE OVER. -� EST. 1994 � 0 Z N 0 .� O > cn ccn MLn O Ln L (oomN - Q. ` cq QU 100.� Z v w j0I J �O d' J 10 H z u° z Q 0 �� �ad dz90 ZuzZ' fi ` w, °o LLo LV ZLU z© F z Z w �L O J U cn 0 � J Z P-A � LU a�po w°wQ q N 1� , ` aO00 �O N z W Z Lu N ~ Q�S J *1 W W = O Zd W z W W Q 00 I� Z Z ti LL ° 1n 00 Z g Z 5 om � m a a SCALE : AS NOTED DATE: 2/12/2019 VERSION NO. 1.0 EET NO. z w RE T.O.M. HDR. HGT. I"x(o" SMOOTH — TEXTURED TRIM BAND 10 N I TEXTURED CEMETITIOUS FINISH ON C.Mll. (TYP.) F3 (TYP.) Q, FINISH FLOOR LINE GRADE LINE (A55UMED) T.O.M. Vxb" SMOOTH r-,4fo TEXTURED TRIM B D r_."p AND 12 54FATTEXTURED FIN15W URED Fl TUCCO ON ;W TWIW 4 (Tye.) I-11% (TYP.) TEXTURED FINISH STUCCO ON SHEATHING (TYP.) I FII FIBERGLASS 6HIWGLE PER COMMUNITY SPEC (SEE 5TIRUCT.) —7 Fil " F5 HEIN mimimim 12 G.C. VERIFY r FASCIA CALL (TYPICAL.) —I Imlolmimimimimiml MININININIMI FE-TI ININININI FRONT ELEVATION - B SCALE: 1/4" -. I'-V GRADE LINE (ASSUMED) T.O.M. ___�_TEXTURED CEMETITIOU5 FIN15H ON C.M.U. (TYP.) FINISH FLOOR LINE 34 I TD.M. HL)K I­U 1. ZTEXTURED ZTEXTURED CEMETITIOUS CEMETITIOU5 FIN15H ON C.M.U. FINISH ON C11.U. (TYp) (TYP) ,;7 m N ;7 25-5H TEMP. 25-SH EGIRE55 EGRESS FINISH FLOOR LI FIN15H FLOOR LINE LEFT ELEVATION - B 5CALE: 1/4" : V-0" GRADE LINE (A55nD) 95 2 Ile U- ho 0 %�e:z ui _oLu Z! -ZI DAVIS BEWS DESIGN GROW L50 STATE STREET EAST OU)WAlk, R.OMA 34677 80. 925.1300 TM 813. 925. 1800 FAX WWWnAWSBEW&C0M TAMPA o E>E?4VF.R- ­�� EST 1994 VORTEx ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 p Qj r�, 7) :L, 0 p-_4 z > ur) M Ln Ln V) LL zP; >� -'M­� Ice u lao ;8 < § E z w z 0 Z 0 up) z z z 0. 0 ;g q: a- 06 Z7 E. gl U z �E E 6 zz > Q 0 W ULLJ 0 U- ui 04 co � 0 Lij ul 6 (A z z 0 U.1 iz Z 2: Lu m: > j W z 0 u ul) U<l 0 x 992 o< � � Ln c� Lw- Ow cm) <0 -Z uu C'4 N N 0 u I �<_ cp 0 9 OZ < z 00 f --4 C)� t<- 01 � LLI K z w Ln r%4 U. �Qj < - om u, ui Lu w < ZE 00 0 N Z z _j co oo Z z 5 10- Lu 6 0 111 cz, SCALE AS NOTED DATE 2/12/2019 VERSION N 0. 1.0 SHEET NO. 303 IN T.OM. FINISH FLOOR LINE GRADE LINE —� (ASSUMED) w T.OM. TEXTURED --- CEMETITIOUS FIN15H ON C.M.U. (TYP.) FINISH FLOOR LINE GRADE LINE —� (A5511ED) 35-5H 35 SH * EGRESS � 5 FIBERGLASS SHINGLE PER COMMUNITY SPEC (SEE STRUCT.) 3 -SH VAULT REAR ELEVATION — B ZTEXTURED CEMETITIOU5 FINISH ON CM.U. (tYP.)� kLE PER 1UNITY 5f STRUCT.) RIGHT ELEVATION — B SCALE: 1/4" - P-V 1/2 34-5H. _Q5 EXTENDED ZTEXTURZE 1) OVERHANG TO BE CEMETITIOUS CENTERED ON FINISH ON CM.U. SCsD. (1YP.)� 25-5H * EGRESS T.O.M. HDR HGT. FINISH FLOOR LINE _ T.O.M. HDR HGT. FINISH FLOOR LINE IN Lu 'Q= DAVIS BEWS DESIGN GROVP 160 STATE STREET EAST OLIM A& MOMA 34677 813. 925. L300 TEL 813.925.1800 FAX W W WIDAVLSBEWS.COM TAMPA • DEVVER �.a EST.1994 oz=— J;�-, 01111 VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW.1. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY !t O Z N 0��-'^O > u) M O Ln aN O L^A L Q. ` rn Q V a00 z E W wo J 'j Z O } LLJ Z O 0 0 Z V Z Q �2z O J LIJ � Lo t - O W Lu U F � O °0 —� w �z SQ 0tn 0. 3 Lu O J �1 J oa Fzt Ia u Ln Z CI) Z0Wo �1 LZ Q 9 LL f2 af� *k Lf� p L.L zaLLO LLJoµ,I Z a/ C14 00 � Q t-Y� H Z N Z � W W ., Q J � N p� W ago w di oLu W Z W W ce n Z Z o m00 I Z Z om o In m g SCALE : AS NOTED DATE : 2/12/2019 VERSION NO. 100 SHEET NO. ELECTRICAL <E**T- 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COMR WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET WALF-SUTC44ED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 T4;EE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED NCANDE6aV LIGHT FIXTURE Ac. LIGHT FrXTURE WITH PULL CHAIN TRACK L64T FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) J�� CARBON MONOXIDE DETECTOR SMOKE DETECTOR (ARC -FAULT) SMOKE / CAW MONO. COMBIO DETECTOR (ARC-FA)JLT) TELEPHONE (OPTIONX) M TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT WTC44 SPEAKER (OPTIONAL) ROUGW-N FOR OFT. CEILING FAN CEILING MOUNTED INCANDESCENT LIGHT FIAM W/ ROUGW-N IN OPT. CEILING FAN NOTES- L PROY1DE AND INSTALL GROW FAULT CIRCUIT-NTERWMR$ (GFJJ AS INDICATED ON PLANS OR AS ITEM NO. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE NDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEWS A50YE FINISHED FLOOR. SWITCHES ... 42' OUTLETS .... 14' TELEPHONE.. 14' (UNLESS ABV COLINTERtOP) TELEVIVOR. W 3. ALL SMOKI� DETECTM 614ALL BE HARDWIRED INTO AN ELECTRICAL POWER SOUIRCE APO SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SM DETECTORS, 4. ALL 15A AND 20A RECEPTACLES IN KITCHENS, SLEEPING ROOMS, FAMILY ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOM$, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEL. 2014 40612 AND 406.13 5. ALL SA AND 20A 20V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOM$ SHALL BE GFf,.I. PROTECTED (GfJ) 6. IT 16 THE FESPON&IBILITY OF THE LICENSED ELECTRICIAN TO ENSURE TWAT ALL ELECTRICAL WOW, 16 IN FULL COMPLIANCE WITH NFPA 10, N.E.C. 2014, FB-C.R. - &TH EDITION (2011), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FML-FUEL-MINS HEATER OR APPLIANCE, FIREPLACE, OR AN ATTAC44ED GARAGE SHALL WAVE AN OPERATIONAL CAR30N MOWADE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPCISES. 6 ALA;a*S 514ALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN 9" WIRING 16 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A RATIONALLY RECOGNIZED TESTING LABORATORY, W.P. GRI WALL MT. OWNERS SUITE ROUGH-N <\ FOR OPT. FANILIGHT \> ft FAMILY ROOM FOR OFT. FANAIGHT PRE -WIRE </ <\ ROUGH -IN FOR OFT. N FAN&W <�;� \> PRE-mr: BEDROOM 2 W.P. 0.113ATH CAFE PENDANT (VERIFY LOCATION) "47T ALARM W.I.C. LIGHT AND SWITC44 IN ATTIC ELEC. METER ELEC, Gfj. PANEL IRRIG, — — — — — — AT4 T W.1, 11 220 V. 0 L J L J LAUNDT--,\ j(4J41' AFF. ta G.F.I. AT F" — — __J1 O.E. _T_ > 3 $_3_ 36' KITCHEN 17 �F-j 7 7 0 21 2 � V. Q 3 G.C. VERIFY: LOCATION OF DISPOSAL SUTC44 *0 OUTLET 16 MR 111K CABINET : om ROUGH /> <\ ROUGW-N FOR OFT. FOR OPT. FAN/LIGHT </ </ > FAN&WT PRE -WIRE \> PRE -WIRE BEDROOM 3 BEDROOM 4 7-NI pUSHBUTTm FOR I W. OPENER5 L_ V _j L— — — — — — — — - 3 CAR GARAGE L-u — — — — — — — — - /91 L— — — — — — — — - FOYER /> FOR OFT. FAN/LW < PRE -WIRE FLEX W.P. PORCH MAN DISCONNECT COMBO - saw;E REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REMIRED I UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE AJG DISC. TYP. M4 AND 92 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL _V COPPER TO WATER WATER 06 COPPER TO RANGE 04 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BMW TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS 614ALL C01"FLY W1 AMICABLE PROVISIONS OF THE W104X ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. ELECTRICAL PLAN — B � DAVIS BEWS DESIGN GROVP L50 SrATE STFXET E&ST OLMM& RAORMA 34677 813. 925.1300 TEL 813. 925. 1800 FAX VVVVWDAWSBEVV&C0M TAJVIPA o E>ETq\'FJR- ESr 1994 ezzz� I C) C) 0 (7; Ae CD 1-4 :3 tD Z> U.) co Q 0-4 cn c:) 0 4-r v) z tn m vI- an) —6 LNn Z L_ U_ rL M 0� U r-L 00 < § E z wz C:) IT LLJ z r z �4800 �E Zz 0 o uw _cq U% b 8 Ln z us W iz H Z D j (A3: Lu 2: Lu 2: 0 > j u (A ce=j Z.-c 0 y g 2 CL LL '< 6!i :0, :6 CD Ln C'4 z E' R' z z -0 cr 0� < N 00 1..., < < gg zo Z 1117114 w ww z uj Ln r44 di Lij RZ Ln LLI z Lu 00 C) V_ N Z z uw- �r-q 00 TV z 9 le w 8 0 rn I m I SCALE AS NOTED DATE 2/12/2019 VERSION NO. iso SHEETNO. 4m2 EXTENDED OVERHANG CENTERED &GD. ROOF PLAN - B SCALE: 1/4" - P-0" MAIN ROOF VENT REQUIREMENTS ������� VENTILATION CALCULATIONS ATTIC AREA 3021 SQ. FT. / 300 - 10.07 SQ. FT. ``�`'��L ...,•• ,. X 144 =1450 SQ. IN. �; c-j o - �;J= HALF AT UPPER 2/3 ROOF VENTS = 725.04 SQ. IN. .SW O �> Z rQ= LINEAR FEET OF RIDGE VENT = 21 LINEAR FT. '�,�i6;•• . ' `��.` # OFF -RIDGE ROOF VENTS REQUIRED = 3 PR '�lo iI TOTAL SOFFIT VENTILATION NEEDED 104 SQ. FT. fill VENT CALCULATIONS BASED ON THE FOLLOWING * 138 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 16 SQ. IN. PER LINEAR FT. OF RIDGE VENT * 7 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. II-0" TYR OVERHANG (uxo) DAMS BEWS DESIGN GROUP lso sTA�I-e sTR�el' F.nsr ol�vtnR, R.oRron �n 813. 925. L300 TEL 813 . 92S . 1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER -� FST. 1994 � _r VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PA D. KIDWELL, P.E. #52683 ANDREWI. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 Z N O � O H M O O��LLn It L U- Q Q U ao Z w wo J C d' OZ i0 w� �a FQ- �+zdoaCcr rz00 zUZ2 C70�Z LU of 0 o omLu z z r8 o �Z Z a Lu O U Ln oc Z Boa a 0Wo �2 C' UWor � �.�. 0 LL 2 0 o Iy H O �rYF- F-�j�0 Z O W z � (V �;�5 Lu Ln N �ZZ �0< W W wZ Lu N z z�° 00 Z Z J " o �'1:5 g a o n m a 0- SCALE : AS NOTED DATE : 2/ 12/2019 VERSION NO. loo SHEET NO. 502 EJ EJ EJ E E 5FIECIFICATION FOR LEI)GER5 (THE FOLLOWING 5HALL APPLY U.N.O.) LEDGER A (LA) - 02 5YP. 2x4 PT V 1/4" DIA. x 3" TAPCON5 AT 12" OC. SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT LOWER ROOF TO UPPER WALL AT PARALLEL TRJ65B). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE SHEATHING DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRJ55 515TERED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRUSS 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 5 (LB) - *2 SYR 2x4 W1 (3) 0.131" x 3-1/2" R.5. NAILS AT EA. STUD No" O.C. MAX.) SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILIWG (TYP. UNO). NOTE: THIS 15 A REQUIRED TERMINATION FOR THE 5WEATHIWj DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE FRAME WALL. A TRU55 515TERED TO THE WALL 16 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TIRU% 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER C (LC) - 12 5YP. (2) 2x8 PT W1 5/8" DIA x 8" A.B. AT 12" O.C. STAGGERED W1 SIMP50N HUA4UC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARIWG AT EA. TRUSS (TYP. UNO). ALTERNATE EQUAL OR BETTER CMCTOR5 ARE ACCEPTABLE. LEDGER 1) (LD) - 02 SYP. (2) 2xb PT W1 (4) SIMP50N 5D5256W 5CREW5 AT EA. STUD (16" O.C. MAX,) W1 5IMP50N HU/HUC228 AT FACE ATTACHMENT OR HT5WIb AT TOP CHORE) BEARIWj AT EA. TRU55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER E (LE) - 02 SYR (2) 2xI2 PT W/ 5/8" DIA. x 8" AB, AT 12" O.C, STAGGERED W1 RN MIN. OR EQUAL AT TOP CHORD BEARING OR EQUAL AT FACE BEARIWj AT EA TRUSS (TYP. UNO AT PERPENDICULAR FLOOR TRUSS SUPPORT ALONG MASONRY WALL). LEDGER F (LF) - 12 SYR 2x8 PT W1 5/8" DIA. x 8" AB. AT 24" O.C. STAGGERED SET AT 5HEATHIWj LEVEL FOR DIAPHRAGM EDGE NAILING (TYP. UNO AT FLOOR SHEATHING SUPPORT AT MA50NRY AT PARALLEL FLOOR TRJ55E5). NOTE: TH15 15 A REQUIRED TERMINATION FOR THE FLOOR DIAPHRAGM, AND PROVIDES LATERAL DIAPHRAGM SUPPORT TO THE MASONRY WALL. A TRUSS 515TEFZED TO THE WALL 15 NOT AN ACCEPTABLE SUBSTITUTE, UNLESS THAT TRU55 15 ATTACHED TO THE WALL IN LIKE MANNER TO THAT INDICATED FOR THE LEDGER (MIN.). LEDGER 6 (LG) - 02 5YP. (1) 2x8 W1 (4) SIMP50N 5D525412 SCREWS AT EA. 5TUD No" O.C. MAX.) W1 5IMP50N HU44UC28 AT FACE ATTACHMENT OR WT516 AT TOP CHORD BEARIWG AT EA. TRJ55 (TYR UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER H (LC) - 02 5YP. (2) 2X8 PT W1 1/2" DIA. X 8" TITAN$ AT 16" O.C. STAGGERED W/ 5IMP50N HU/HUC28 AT FACE ATTACHMENT OR HT516 AT TOP CHORD BEARING AT EA TFJJ55 (TYP. UNO). ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. LEDGER I (LI) - "2 SYR 2X4 PT W1 1/4" DIA. X 3" TAPCM AT 6" STAGGERED W/ (1) SIMPSON LU624 AT FACE ATTACHMENT AT EACH TRJ56 BOTTOM CHORD AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN. LEDGER J (LJ) - 02 5YP. 2x4 PT W1 1/4" DIA X 3" TAPCON5 AT 4" O.C. STAGGERED W1 (1) SIMP50N LU524 AT FACE ATTACHMENT AT EACH TRUSS BOTTOM CHOW AND (1) 5IMP50N H3 AT TOP CHORD ORIENTED HORIZONTALLY. ALTERNATE EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER NAIL 5HEATHIWj TO LEDGER W1 0.131" DIA R.6, NAILS AT 3" O.C. LEDGER M (LM) - 02 SYR 2X4 W1 (3) SIMPSON 5D525600 5CKW5 AT EA STUD No' O.C. MAX.) W1 (1) SIMPSON LU524 AT FACE ATTACHMENT AT EACH TRUSS 130TTOM CHORD AND (1) 5IMP50N H3 AT TOP CHOI;c ORIENTED HORIZONTALLY. ALT. EQUAL OR BETTER CONNECTORS ARE ACCEPTABLE. AT TOP AND BOTTOM LEDGER, NAIL SHEATHING TO LEDGER W1 TYPICAL EDGE NAILING PATTERN. NOTE: AT LEDGERS C, 1) OR W, SIMP50N HU/HUC28-2 OR HU/HUG28-3 MAY BE USED FOR 2 FLY OR 3 PLY WAWGERED TRUSS ATTACHMENT, RESPECTIVELY, UND orollia > > > > > > > I-_ C:) 10 (y) Lj d L3 < 4�t <i ;�i ;:f :;i -ZE < 6 u (3 0 Lo < cil ,J3 cj'� ,J5 cj� 17 E J 17 E J 17 1 17 EJ-, 17 C6 Q_ Z Lj �4 0_ a- EJ-) :'J7 7VC—=, 7VB— 7VA—= LL_ r::) Lij M :3 C:] - 0� LLJ CLI EJ_ E J EJ-) E J Al 3/12 VAULT J7V-- > 11 A E J E J EJ7VD \ n EJ7VE EJ7VF x x2 0 _j Ej7VG -Z J7 17 C617' CL L3 f:::) LJ a- Lo > x x2 L-i < 0 :--j7 __j Z J7 LJ Q_ L'j -F 0� [3 -J3 ICU m In u u u u u cil CJ3 EJ3 E_13 EJ3 EJ3 EJ3 EJ3 E_13 ci ii UPLIFT CONNECTION CROSS-REFERENCE 4ARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR FASTENERS CONNECTOR CAPAC17rY FASTENERS SsYp I S" SYP SPF A HETA20 1810 9 - 10d x 11/2" HTA20 1615 is8s ID - 10d x 1 1/2" B HETA16 1810 - 9 - 10d x 11/2" HTA16 1615 1585 10 - 10d x 11/2" c H2.SA 600 535 10 - 8d RT7A 670 565 10 - 8d x 11/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d x 11/2* E META20 1450 8 - 10d x 11/2" HTA20-18 1400 1400 10 - 10d x 11/2" F HHETA20 2235 11 - 10d x 11/2" - - - G HIM 1340 1015 18 - 10d x 11/2" KT16A 1380 1160 9 - 10d x 11/2" & 8 - 10d H HTT4 3610 3105 5/8" ANCH. 1 (18) 10d x 1 1/2* HTT4 2715 5/8" ANCH. I 10d x 1 1/2* J HT­r5 4350 3740 15/8" ANCH. 1 (26) 10d x 11/2" HTTS 3225 5/8" ANCH. / (28) 10d x 11/2. K HD3B - 3130 3D50 5/8' DIA. BOLTS TDX2-TZ 2345 2 - 5/8' DIA. BOLTS L HD5B * 4505 3785 S/r ANCH. 3/'r STUD BOLTS TOM 5320 2 - 7/Ir DIA. BOLTS M HD7B * 6645 5650 7/6" ANCH. 3/4' STUD BOLTS TDXIo 7845 4 - 7/ir DIA BOLTS N LUS26 1165/1070 IODS/915 8 - 10d x Y' 3LJS26 1115/1060 8 - 10d P HUS26 1550/3335 1335/2920 20 - 16d x 3 1/2" HUS26 1925/3295 20 - 16d x 3 1/2" Q HUS28 2000/4220 1720/312S 30 - 16d x 3 1/2" HUS28 2570/4345 30 - 16d x 3 1/2" R MTS12 — _10DO 860 14 - 10d x 11/2" MTW12 1195 1 1005 14 - 10d x 11/2" S MTS16 IODO 860 14 - 10d x I I/Z' MTW16 1 1195 1 1005 14 - 10d x 11/2" T Krs2o loDo 860 14 - 10d x 11/2" MTW20 1 1195 1 1005 1 14 - 10d x 11/2" U MGr/MUGr 3965 3330 22 - 10d x (1) 5/9* ATR W/ 12" EMBED W/ SIMPSON "SEr EPDXY V LGT2 2150 1850 (16) 16d SINKERS & (7) 1/4" x 2 1/4" TrrENS I= 1850 1810 (16) 10d NAILS & (5) 1/4" x 3" WEDGE BOLTS "X" HTS20 1450 1245 1 24 - 10d x 11/2" HTW20 1530 1285 24 - 10d x 11/2' SPI 585 535 10 - 10d SPT2.2 685 8 - 10d SP2 1065 ws 12 - 10d SPT74 1030 12 - 10d HCP2 1 645 555 1 12 - 10d x 11/2" - MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NCrr DRIVE NAILS THROUGH THETRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7DODC NOTE: DOUBLE FELT REqD ON ROOF PITCHES 3/12 & LOWER. LOADS: ROOF = L/360 FLOOR = L/480 W/ 3/6' MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" O.C. FOR HARDWOOD & TILE AREAS & 24" O.C. FOR CARPET AREAS. DROP HIP DETAIL. 2-0-0 MAXIMUM 5PAGING ON VERTICAL5 OF (5) T"5E5 1-5-0 CLEAR GAP BETWEEN (5) TRU55E5 (+/- (o") (o e) FASTEN EACH (B) TRUSS WEB TO EACH (A) TIRU66 TOP CHORD AT EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (5) TRIJ56 TO THE TOP CHORDS OF (A) TRU56E5 AT EVERY OTHER INTERSECTING POINT (,,) INTERSECTIWi POINT TO BE FASTENED WITH 2-15d COMMON NAILS OR 0.128 x 3" GUN NAILS. FASTEN BOTTOM CHOW OF (5) TRUSS TO C55� TOP CHORD OF CARRIER TRI 155 WITH THE 6AME SPECIFIED COMM NAII A OR Fl IN KAIL5 AT 46" OG W1 2x CONT. LEDGER IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 5YP NO. 2 OR NO. 2 PT STICK LUMBER (LAID FLAT W15E) MAY BE USED. FOLLOW FASTENING SCHEDULE A$ DEFINED FOR HIP PLANIWj TRUSSES RI. STICK FRAMIWs SPLICING 15 ALLOWED BETWEEN TRU56E5 OR AT TRUSS INTERSECTIONS 5PLIC(Wj. TO BE STAGGERED BETWEEN COMMON TRJ55E5 NO CAT$ REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 54" ON A HORIZONTAL PROJECTION NOTE: 5EE 5HEET D-1 FOR ROOF FRAMING I)ETAIL5 NOTES; 1. (2)12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYF. AT INT. BEARING UN.O. ALL TRUSS TO MASONRY STRAPS TO BE /-,&\ \:,j U.N.O. /_v\ ALL TRJ55 TO FRAME STRAP$ TO BE \.:�/ U.N.0, I OR 2 PLY CARRIER —(A) S�' v'r % ROOF FRAMING PLAN - B SCALE: 1/4" : V-0" Ir____=_ lz DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST CWMWk, RADROA 34677 813. 925.1300 TIEL 813. 925. 1800 FAX M(\?VW"AVV0EVVS,C,0M TAA4PA e E:)E2qVF-F_ EST. 1994 VORTEx ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 0 fl,4 0 :!e c:) Z> (0 Ln tn vi 4) �2 Ln L_ U- CL (a CL 00 z E z fo w LZ F- U Q _j 0 �z 9 UJ z zoo U C-) Zz 0 _j LLI ce 2: _j CL 0 LO 2 2 ',%L e) C14 w z z 0 Z U Lu Z > 0 j u V) 0 uj �< ce _j ZF�-_ a :a! z 5__ < w Lu o 2: LL 11714 LL OR 8 Ln r-%% u- 0 ,j 0 Z Lu LLJ C F_ r*lk% 0<0 00 z Z r*4 0 ui z C14 LU In cc < tn 0 < z < In LLJ 00 Lu uj ce < N z z r_f _j le co oo Z z ui 8 :5 :5 829 rn CK 0- SCALE AS NOTED DATE 2/12/2019 VERSION NO. loo SHEET NO. 702 0MIN.) _D(MIN.) 8 (MIN.) GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10- THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT: GENERAL CONCRETE LINTEL SCHEDULE BF8-IB/IT 8F8-0B/IT 8RF6-OB/IT G8FI2-IB/IT 0 (D T IT 8RF14-IB/17 8RF14-OB/IT 8F16-OB/I 8FI6-IB/- 0 G 0 0 W20-011/17 8F20-IB/IT 8F-20-IB7-2T Q (D r mop. m -0 7y 'o 0 10 10 0,10 0 1* 0 0 o' 4 lj 8F44-IB/lT 8F40-OB/IT 8RF40-OB/IT SF32-1111/11T 8F32-OB/IT 8RF30-IB/IT 8F28-OB/lT 8F28-IB/IT 81`24-011AT 81724-IBAT @ 0 (D 0 0 0 (D 0 (2) 0 TYPE DESIGNATION #5 REBAR AT TOP MIN. (1) REO'D F = FILLED WITH GROUT U = UNFILLED 1-1/2" CLEAR 4 R = RECESSED _j QUANTITY OF #5 REBAR AT C. M. U. T� BOTTOM OF LINTEL CAVITY '4, 8FI 6-1 B/IT 00 < �' z U-) � 0 — GROUT z A UA L I to QUANTITY OF #5 L — #5 REBAR AT BOTTOM REBAR AT TOP 0". OF LINTEL CAVITY NOMINAL HEIGHT NOMINAL WIDTH \_ BOTTOM REINFORCING 17-5/8"ACTUA PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH MATERIALS 1. F'C 8" PRECAST LINTEL = 4000 PSI 2. F'C PRESTRESSED LINTEL = 6000 PSI 3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI 5. REBAR PER ASTM A615 GRADE 60 6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 7. MORTAR PER ASTM C270 TYPE M OR S 'f. CD -lu _:r_ L z �dop ? LINTEL PLAN - B 5CALE: 1/4" : I'-V (D(MIN.) (D (MIN.) @(MIN.) DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST' OLDRAAR, RjOMA 34677 80. 925.1300 TEL 813. 925.1800 FAX VAVW�DAVlSII3EWS,C0M TANWA a nET%rv7-R- EST. 19" VORTEx ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ,a PAUL D KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY C) 0 Ae 0 z> cn C:) 4-f (n M Ln Ln LL F-� - m Q� U rL 00 z '<" " § E z w z uj C:) C:) 0 Z uj z z a- 0: CL w it U0 0 or- 0 z Llj X oul< Z z 0 0 UJ �2 QE - jL- tb 0 go 8 W 0 C14 Lu LA z z 0 u z Z 0 (A Lu > 0 j z u V) 0 _j Lu < F- �! I z< t-1 Lu b x U. < x � Lu Po � 2 =01 Ln U- U a Z U 2 c:) uj W Lu < C C'4 00 0 z 98R., �w` z ui Z z Ln j oz tA Lu LLJ Lu R zxi 00 Lu Lu N z z sly OR V-4 _j 00 Z z LU 0 14 :5 :5 8 rn cc, 0- 0. SCALE AS NOTED DATE 2/12/2019 VERSION NO. loo SHEET NO. 802 DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST' OLDRAAR, RjOMA 34677 80. 925.1300 TEL 813. 925.1800 FAX VAVW�DAVlSII3EWS,C0M TANWA a nET%rv7-R- EST. 19" VORTEx ENGINEERING, LLC. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 ,a PAUL D KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 1 HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY C) 0 Ae 0 z> cn C:) 4-f (n M Ln Ln LL F-� - m Q� U rL 00 z '<" " § E z w z uj C:) C:) 0 Z uj z z a- 0: CL w it U0 0 or- 0 z Llj X oul< Z z 0 0 UJ �2 QE - jL- tb 0 go 8 W 0 C14 Lu LA z z 0 u z Z 0 (A Lu > 0 j z u V) 0 _j Lu < F- �! I z< t-1 Lu b x U. < x � Lu Po � 2 =01 Ln U- U a Z U 2 c:) uj W Lu < C C'4 00 0 z 98R., �w` z ui Z z Ln j oz tA Lu LLJ Lu R zxi 00 Lu Lu N z z sly OR V-4 _j 00 Z z LU 0 14 :5 :5 8 rn cc, 0- 0. SCALE AS NOTED DATE 2/12/2019 VERSION NO. loo SHEET NO. 802 OPTIONAL OVERHEAD SERVICE SAME AS 150 : I COPPER OR 2/0 ALUMINUM UNDERGROUND 150 OR 200 AMP SERVICE 200 - 2/0 COPPER OR 4/0 ALUMINUM IN 2" CONDUIT. TYPICAL �A/ MAIN D15C. ELECTRICAL Di5CONNECT ii 150 OR PANEL REFER TO FLOOR PLAN FOR 200 AMP M2 COPPER TO APPLIANCES AND GFI NOTED AMPS. REQUIRED L --------- i M4 COPPER TO LIGHTS AND OUTLETS `10 COPPER TO WATER �EATER UNDERGROUND SERVICE *6 COPPER TO RANGE BY POWER COMPANY % COPPER TO HVAC *4 GROUNDING WIRE WITP CODE APPROVED CLAMP PER 25050 AND 25052 OF THE 2014 NEC, INTER5Y5TEM "DING TEWINATION PER NEC 08, 250.54 ELECTRICAL RISER DIAGRAM_ NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W1 APPLICABLE PROV15ION5 OF THE NFPA 10-08, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY 5TAIR NOTE5 RAILING BALUSTERS SHALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 FOR 5TAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER-5TAIR PROTECTION ENCL05ED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W1 1/2 INCH GYPSUM BOARD PER F.B.C. RE51DENTIAL bth EDITION (2011) - R3021 AND R302.11 5TAIRWALL FRAME NOTE ALL STAIRWELL SURROUNDING WALLS AND KNEE WALLS AIRE TO BE FRAMED AT IV' O.C. TO PROTECT FROM FALLING HAZARD OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION, CEILING CON5TRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE 51DE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A50VE BY NOT LE55 THAN 5/8 INCH (5.9 mm) TYPE `X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM E30ARD OR EQUIVALENT, DWELLING / GARAGE OPENING5: 1. THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6' IN THICKNESS, 50LID CORE (5.C;.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS. 2, ALL DOORS FROM GARAGE ADJACENT TO LIVING SPACE MUST BE EITHER A SOLID CORE DOOR OR HAVE A MIN. FIRE RATING OF 20 MINUTES. EGRE55: EACH BEDROOM MUST PAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15P FLOOR LINE OF THAT PARTICULAR ROOM. WINDOW IN5TALLATION: WINDOWS 5HALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL06E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES, - CONDENSATE LINES, IRRIGATION / SPRINKLER 5YSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DOWN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN (o INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF. I TOP RAILING NOTE: SUBFLOOR ADPE51VE 15 USED IN ADDITION BALU5TER5 TO NAILS ON WOOD COMPONENTS. MAX SPACING 4" 1 X 0 PAINTED WD. CAP STRINGER 15 LAMINATED TO A THICKNE55 EQUIVALENT TO OGEE STOP THE 51ZE OF A 2 X 12 5,Y,P. AND 15 NAILED TO EACH TREAD W1 I(od NAILS FROM THIRD LAMINATE TO TREAD—, OPT. 2 X 2 BLOCKING NAILED TO TREAD AND RISER, 3-2 X 12 STRINGER 2 X BLOCKING NAILED TO STRINGER, +1 3/4" R15ER5 R15ER, AND TREAD, + 2 X TREADSi RIP FROM 2xI2 I X SPRUCE *3 OR 3/411 C;DX, + + TO SIZE NOTED ON PLAN PLYWD. R15ER. 2 X SOUTHERN YELLOW PINE 01 (ACTUAL THICKNE55 15 11/2 ") TREAD. TYP. OPT. RAILING ELEVATION- 6CALE: 1/2" -- I'-0. NEEL P05T TOP RAILING 5ALU5TER 411 O.C. SHOE RAIL (REMOVE W1 METAL SPINDLES) I X 6 PAINTED WD. CAP OGEE STOP �L.Q-UX LINt OPTIONAL rA-,RAI.LING DETAIL r CLOSED RISER DETAIL C-r-ALE: 1/2" -- 1'-0" CARPI GARPf TREAC R15ER 2 X 4 WALL 1/21, GYP 5D, 3/4" SKIRT 5D. 2 X 4 SPACER I H 2 X 12 TyN I STRINGER PICAL STAIR FRAMING DETAIL 5CALE; 3/411 - I'-011' GENERAL CONSTRUCTION NOTES_ CHAPTERS AND SECTIONS REFER TO F.B.C, RESIDENTIAL (oth EDITION (2011) MECHANICAL AND PVAG 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING IN5PECTED, 5ERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROADED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0,48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AN[) VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAU5TED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL 5PAGE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE E3005TER PAN MANUFACTURER'S INSTALLATION IN5TRUGTION5, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCES515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS 11TH15 DRYER EXHAUST 5YSTEM 15 EQUIPPED WITH A REMOTELY LOCATED E3005TER FAN.11 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F15C, ROUGH- IN IN5PECTION REQUE5T NOTE ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGk-IN5 MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. WINDOW FALL PROTECTION IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. RESIDENTIAL bth EDITION (2011) - SECTION R3121, WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F,B.C. RESIDENTIAL (oth EDITION (2011) - SECTION R3122. IN5ULATION NOTE5 • CMU WALL& ----- R-FOIL 4.1 KNEE WALLS THAT BACK UP TO CEILING • FRAME WALL& -------- R- 13 AREA ONLY: ----------- R-19 9 CEILING: ------------- R-30 ON51TE FOUNDATION 5URVEY NOTE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE 51TE FOR THE BUILDING IN5PECTOR'5 USE, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A STRING 5TRECHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CELiNG AT ENTRY NOTE ALL ENTRY CLG5. TO BE 15/32 056. CEMENTITOU5 FIN15H (UN.0) GA5 APPLIANCE PROTECTION IN GARAGE NOTE PROTECTION OF GAS APPLIANCES IN RESIDENTIAL GARAGES: MINIMUM 3" DIAMETER 5CP 40 STEEL PIPE, 2 FT. BELOW CONCRETE SLAB AND 3 FT. ABOVE FIN15HED FLOOR GENERAL NOTE5 DUE TO VARIATIONS IN CITY REQUIREMENTS, SUBDIVISION SPECIFICATIONS, CONSTRUCTION TECHNIQUES, DIVER51TY IN MATERIALS, AND PLAN REVISIONS, ALL DIMENSIONS AND ELEVATIONS MAY VARY PER INDIVIDUAL PLAN. ACTUAL FIELD CONDITIONS MAY VARY AND MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. • ELECTRICAL LOCATIONS 5PM ON DRAWINGS MAY BE CHANGED AT THE 50LE D15GRETION OF CALATLANTIC HOMES OR ITS LICENSED ELECTRICIAN IN ORDER TO COMPLY W1 NATIONAL AND MUNICIPAL BUILDING AND ELECTRICAL CODES. CALATLANTIC HOMES WILL NOT GUARANTEE LOCATION OR QUANTITY OF OUTLETS AND / OR SWITCHES SHOWN. • ALL PLUMBING DIMENSIONS ARE APPROXIMATE FROM THE CENTER LINE OF THE FIXTURE TO THE EXTERIOR SLAB EDGE. IT 15 THE RESPONSIBILITY OF THE PLUMBER TO VERIFY THE ACCURACY OF ALL PLUMBING DIMENSIONS. NOTE: ANY DIMEN51ON5 AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55E5 ARE TO BE CON511DERED "NOMINAL DIMENSIONS" CHIMNEY HEIGHT REQUIREMENT5: WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15 104" AWAY OR CLOSER. TUB AND 5HOWER AREA5: CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR G1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. FLOOD ZONE REQUIREMENT& PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION, I I -i DAVIS BEWS DESIGN GROVP L50 STATE STFLEET EAST OLDSMM, FLOMA W77 813. 925. L300 TEL 813. 925. 1800 FAX WWW�DAVL%EWS.COM T,kh4PA o r>ENVEP— ES`T. 1994 0 0 r4 0 cu 1­4 V) :L-! C) 1­4 = %0 z> cn cn c� (0 Ln o< U) z< LL F- Q� u < § E z w z Lu _j �z 'z z g,,a- Lu < x � z 8 0 V) 0 0 �E Z. Z. < LL W V) oz z z z D 0 < < b F-4 F- D z u- Lu z < CD < 0 r-4 LU z %---, .� 0 z U z z 0 uj 0 u Lu z F- m: 0 z < z Lu z 0 5 rn a- uj to7 ca SCALE AS NOTED DATE 10-19-2018 VERSION NO. iso SHEET NO. DT1 (43 1/211 (-)3 1/211 5LOPE 1/4" PER 1'-0" TO DRAIN SHOWER RECESS .SLOPE DETAIL SCALE N.T.6. FIN15H FLOOR OVER SHEATHING OVER WOOD FLOOR SYSTEM PER PLAN WALL PER PLAN P.T. 2"x4" CURB TILE PER 5PEG - SLOPE MUD TOWARD D;�I�N �L I I ' - FLOOR DRAIN WATER PROOFING MEMBR�N�E SHOWER CURB DETAIL Ca) WOOD FRAMED FL SYS. SCALE: 3/4" : 1'-0" OPTIONAL L15TELLO TO BE CENTERED ON NICHE ONLY AT REAR OF NICHE BUT NOT ON SIDE RETURNS ID I U1 U I UL,)U AA I AALL I JD/C�MWTI;� WALLS - TYP. ALL TUB/5WWR5. NICHE AT BATH SCALE: N15. FIN15H FLOOR OVER REINF CONG SLAB PER PLAN -WALL PER PLAN P.T. 2'lx4" CURB JILE PER SPEC SLOPE MUD�7 IN TOWARD D IN LU T1. [.:.-FLOOR DRAIN w WATER PROOFING MEMBRANE RECESSED SHOWER PETAIL @ CONC SLAB SCALE; 3/4" : V-0" 161f 31/2" DEEP NICHE DETAIL FOR OWNER BATHS IF SHOWER VALVE 15 IN — BLOCK WALL, THE NICHE WILL BE IN OPP051TE WALL INSTALL 2x6 BLOCKING AT FIN. FL. BTWN 5TUD5 AT ALL 5HWR. WALLS - TYP, ALL 5HWR5, N, k Q-3 (ki ,,5EE DETAIL WP13 ON— "'c�_NICHE AT SHOWER SHEET DT8 FOR ALL FLOOR CUR55 SCALE: N.T.5. FIN15H FLOOR OVER REINF CONC 5LA5 PER PLAN - WALL PER PLAN —TILE PER 5PEG SLOPE MUD (Oil W T 5 A L L 0 L E L P P PE E E R R P 5P L E A MUD N TOWARD DRAIN rmK Lu �—FLOOR DRA'IN 'WATER PROOFING MEMBRANE ZERO -ENTRY SHOWER DETAIL 0 CONC SLAB SCALE: 3/4" - V-0" CFULL 1/2 &"RADIUS mlu$­""� Lu CH D. A7 RND. ARCH 9 Lu Lu 31-611 AND 31-111 TO 11-011 11-11" AND LARGER SMALLER VERIFY W1 PLAN VERIFY W1 PLAN 9ERIFY W1 PL4N UPPER FLOOR NOTE: WHEN AN 8" AND 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CL05E PROXIMITY (WITHIN 2'-011), THEY NEED TO ALL HAVE THE LARGER RADIUS. 11\76, /2 FULL 1/2 rRND. Lu RAEAU5 Lu M QA 12" RADIUS Lu ARCH :5 LLJ LLI LLI Lu 314011 AND 31-111 TO 11-011 11-11" AND LARGER SMALLER VERIFY W1 PLAN VERIFY W1 PLAN 9ERIFY W1 PL4N MAIN FLOOR TYPICAL INTERIOR ARCHES SCALE: 1/4" = 1'-0" SHOWER HEAD PER SPEC VALVE PER 5PEG 5qOWER FLOOR—� PER 5PEC TYP. VALVE AND SHWR. HEAD DETAIL SCALE: 1/2" - 1'-0" x Lu 11/2 " THICK C0 Lu t2k i_3 3/411 THICK LIGHT FIXTURE PER 5PEC'5 MIRROR ADHERED TO WALL W1 TEMPERED GLA65 W1 MASTIC INSTALLED AS PER MANF —HARDWARE PER 5PEC5 AND TO MEET A6TM STANDARDS ---KNEE WALL PER PLAN 4" BACK 5PA5H PER 5PEG'5 Lu ik CURB PER PLAN BATHROOM VANITY tD + . , FLOORING PER PLAN---\ �6 + �Ik PER 5PEC'5 -FLOORING PER PLAN TYP. SHOWER TYP. MIRROR AND ENCLOSURE DETAIL LIGHTING (@ VANITY SCALE: 1/2" = 1'-0" SCALE: 1/2" : V-0" 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: TH16 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15P BANDING AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE TypIrA %..ML DETAIL SEE SHEET DT6 FOR STUCCO NOTE5. NOTE: FRAME IN UNDER SIDE OF OPNG. W1 2x ON IT 51DE RIDGE R.O. Y-1011 TILE 4' OF RIDGE VENT POLE 51ZE: 12"x4(o" RIDGE :%� ig�] SHINGLE 110-D OFF RIDGE VENT POLE 51ZE: 10"x2l" ROOF VENT DETAIL SCALE: NTS TOWEL BAR T.P. HOLDER S-1 TYP. BATH ROOM ACC. DETAI L SCALE: 1/2" : 1411 APPLY AGRO55 IN51DE — FACE OF BLOCK OPENING :-:-, - "'.7 .............. 6" MIN, WIDE ACRO56 FRONT FACE 11-0" MIN _T_/_A5OVE 5'ILL 1'-0' MIN. BELOW SILL SCALE: 3" : 1'-0' ELASTOMERIC PAINTED I SILL DETAIL MASONRY APPLICATION ONLY ROOFING MATERIAL SCALE: NT5 FIBERGLA55 SHINGLE: - SYNTHETIC ROOF UNDERLAYMENT INSTALLED PER MANUFACTURE SPECS - 1/16" APA RATED 5PEATING ASPHALT SHINGLES (IF APPLICABLE): 1. WIND IRE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH FBC. RE51DENTIAL loth EDITION (2011) - SECTION RW51fo AND RW52b.l. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, _ FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 22(o, TYPE I OR TYPE 11 OR A5TM D 4a69, TYPE 11 OR TYPE IV OR A5TM D 6157115 REQUIRED IN ACCORDANCE WITH F.B.C. RESIDENTIAL loth EDITION (2011) - SECTION R90�11. - FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) OR GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 22(o, TYPE 11 OR A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH F.5,C. RESIDENTIAL loth EDITION (2011) - SECTION RW5.1.1. 3. FA5TENER5 FOR ASPHALT 5PINGLE5 5PALL BE GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAUGE. 12 It-"- PRE ENGINEERED WOOD TRUSS INSULATION PER COMMUNITY SPECS AND ENERGY CALC5 HURRICANE ANCHOR AT EACH TRU55 SEE TRU55 LAYOUT ROOFING MATERIAL (SEE NOTES ABOVE) ELEVATION VARIES 4­1 TOP OF MA50NRY METAL DRIP EDGE 2x FASCIA BOARD WRAPPED IN ALUM. SEE ELEVATION FOR CLARIFICATION VINYL SOFFIT VARIES SEE ROOF PLAN SOFFIT AND FASCIA DETAIL U.S. DAVIS BEWS DESIGN GROVP 150 SrA-M SMEEr EASr OUXMA& ROMA 34677 813. 925.1300 TEL 80. 925. 1800 FAX WWWnAVWEVv'&C0M TAMPA o n� -­_� EST 1994 e�z�— I 0 z 0 M 'h! c) 0.4 = ko e, > v) m V) M Ln @n LNn U_ zu § E z wz IT LLJ _j 0 uj CWL 8 '0) co 1 a<: 2 z z U 0!9 zw g -. ox: 22 8 Ll I uj Lu 8 v) z oz u iz z z �b z 0 P__4 0 b D < ct 0 UJ j F_ LL 0 uo) U.J z C14 LLI z 0 z U Z z 0 0 u Lu z p--q Q x < 0 z z P uj 0 z rn a- Lu SCALE AS NOTED DATE 10-19-2018 VERSION NO. 100 SHEET NO. DT2 GENERAL 5RICKFONE NOTE5 (WHERE APPLIGA15LE) BRIMSTONE $14ALL BE 5ELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING AND DOES NOT ADD WEIGHT TO HEADER$, HEADERS PROVIDE LATERAL SUPPORT ONLY. AT MASONRY, USE b"A"X318" STEEL ANGLE V 1/2" DIA X 5" 5IMP6ON TITEN WD ANCHOR5 is 24" O.C. V 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE 51ZE PER B.I.A. AND F.B.C. CRITERIA, OR BY OTHERS. AT FRAME, USE 5"XVX3/6' STEEL ANGLE V 3/8" DIA. X 411 LAG SCRM is 1211 O.C. W1 41, LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. AWGLE 51ZE PER B.I.A. AND F.B.C. CRITERIA, OR BY OTHERS. BRIMSTONE TIES, ANGLES SUPPORTS, AESTHETIC FINI6HE5 SHALL BE INSTALLED IN ACCORDANCE WITH THE TM5 402/ACI 530/ASCE 5 AS APPLICABLE. VORTEX ENGINEERING, LLC. 15 NOT RESPONSIBLE FOR BRIMSTONE INSTALLATION INFORMATION, AS BRICK/5TONE DE51GN 15 BY OTHERS. SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS WAVE BEEN ASSUMED TO REQJ1RE BRIMSTONE BEARING ON TRJ55 SYSTEM BELOW. TIRU55 MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, AND LIMIT DEFLECTION TO L/600 IN THESE AREAS FOR PURP05ES OF BRICK SUPPORT. FOUNDATIONS WAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRIMSTONE. BRIMSTONE AND ITS SUPPORT EXCEPT AS NOTED 15 BY OTHERS. NOTED CRITERIA 15 A MINIMUM STANDARD, TIES, FLASHING$, WEEPS, CONTROL JOINT5, AND ALL OTHER BRIMSTONE CRITERIA 15 BY OTHERS. THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY AND NATURAL STONE. 61MULATED PRODUCTS AND VENEERS SHALL BE INSTALLED PER MMUFACTURER'5 SPECIFICATIONS AND THEIR FLORIDA PRODUCT APPROVAL OR MIAMI/DADE NOA CHEMICAL TERMITE TREATMENT NOTE5 1. " A PEMANENT 516N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-IN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER AND ELECTRICAL PANEL." 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHAR�E AT LEAST 14" FROM BUILDING 51DEWALLB. 3. IRRIGATION/5PRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'4' OF THE BUILDING 51DEWALLS. 4. TERMITE PROTECTION $14ALL BE PROVIDED BY REGISTERED TERMITICIDE5 INCLUDING 501L APPLIED TERMITICIDE5, BAITING SYSTEMS, OR TERMITICIDE5 APPLIED TO WOOD OR OTHER APPROVED METHODS LABELED FOR PREVENTATIVE TREATMENT FOR NEW CONSTRUCTION. UPON COMPLETION OF TREATMENVAPPLICATION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL OPERATOR, 5.5OXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAP5, ETC, SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. 6. MINIMUM 6 MIL. VAPOR RETARDER MUST BE INSTALLED 1. CONCRETE OVERPOUR AND MORTAT ALONG THE FOUNDATION PERIMETER MUST BE REMOVED 8. ALL BUILDINGS ARE REQUIRED TO WAVE PRE -CONSTRUCTION TREATMENT. �. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICES." 10. NO WOO, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN V-0" OF ANY BUILDING OR PROPOSED BUILDING M/I SGD R.O. SCHEDULE SIZE "R.O. CMU (Flange)" "R.O. FRAME (Fin)" 5068 62 X 811/2 60 1/2 X 80 1/2 5080 62 X 97 1/2 60 1/2 X 96 1/2 6068 74 X 811/2 72 1/2 X 80 1/2 6080 74 X 97 1/2 72 1/2 X 96 1/2 8068 98 X 811/2 96 1/2 X 80 1/2 8080 98 X 97 1/2 96 1/2 X 96 1/2 9080 108 3/4 X 97 1/2 107 1/4 X 96 1/2 10080 120 X 97 1/2 119 X 96 1/2 12080 145 X 97 1/2 145 3/4 X 96 1/2 16080 (4-panel) 1911/4 X 97 1/2 (from recess) 189 1/2 X 96 1/2 (from recess) 9080 POCKET 143 X 96 1/2 - finish 107 X 96 1/2 N/A 12080 POCKET (STD.) 194 X 97 1/2 - finish 144 X97j N/A 12080 POCKET (UPGRADED) 194 X 99 - finish 144 X 99 N/A RO HEIGHT IN BLOCK TO BE FROM RECESS WINDOW SCHEDULE Size "R.O. CMU (Flange)" "R.O. (Fin)" Type 13 20 1/8 X 38 3/8 18 5/8 X 37 7/8 S.H. 15 20 1/8 X 63 18 5/8 X 62 1/2 S.H. 22 38 X 26 N/A S.H. 23 38 X 38 3/8 36 1/2 X 37 7/8 S.H. 24 38 X 513/8 36 1/2 X 50 1/8 S.H. 25 38 X 63 36 1/2 X 62 1/2 S.H. 26 38 X 72 36 1/2 X 711/2 S.H. 34 54 1/8 X 63 52 5/8 X 50 1/8 S.H. 35 RH 54 X 70 N/A S. H. 35 54 1/8 X 63 52 5/8 X 62 1/2 S.H. 36 54 1/8 X 72 52 5/8 X 711/2 S.H. 1414 17 X 16 16 X 16 P.W. 1420 17 X 24 16 X 24 P.W. 1626 N/A 18 X 30 P.W. 1630 N/A 18 X 36 S.H. 1650 N/A 18 X 60 S.H. 2014 25 x 16 24 X 16 P.W. 2020 25 x 24 24 X 24 P.W. 2026 25 1/5 x 30 1/2 24 X 30 P.W. 2030 N/A 24 X 36 S.H. 2030 25 X 36 24 X 36 P.W. 2040 N/A 24 X 48 S.H. 2044 N/A 24 X 52 P.W. 2050 N/A 24 X 60 S.H. 2424 29 X 28 28 X 28 P.W. 2436 N/A 28 X 42 S.H. 2440 N/A 28 X 48 S.H. 2640 N/A 30 X 48 S.H. 2650 N/A 30 X 60 S.H. 3014 37 1/2 X 16 1/2 36 X 16 P.W. 3020 37 3/4 X 24 1/2 36 1/4 X 24 P.W. 3030 N/A 36 X 36 S.H. 3030 37X36 36 X 36 P.W. 3040 N/A 36 X 48 S.H. 3046 N/A 36 X 52 5/8 S.H. 3050 N/A 36 X 60 S.H. 3650 N/A 42 X 60 S.H. 4010 49 X 12 48 X 12 P.W. 4014 49 X 16 48 X 16 P.W. 4020 N/A 48 X 24 P.W. 4030 N/A 48 X 36 S.H. 4040 N/A 48 X 48 S.H. 4050 N/A 48 X 60 S.H. 4060 49 X 72 48 X 72 S.H. 4650 55 X 60 54 X 60 S.H. 5040 N/A 60 X 48 H.R. 6050 73 1/2 X 60 3/4 72 X 60 1/4 P.W. 6060 73 1/2 X 72 1/2 72 X 72 P.W. 2(26) 75 X 72 1/8 N/A S.H. 25 W/ Circle Top 38 X 85 36 1/2 X 84 1/2 S.H. 26 w/ Circle Top 38 X 94 36 1/2 X 93 1/2 S.H. 35 w/ Circle Top 54 1/8 X 93 52 5/8 X 92 1/2 S.H. 4650 P.W. 55 X 60 54 X 60 P.W. H24 27 1/2 X 50 5/8 N/A S.H. H32 27 1/2 X 26 N/A S.H. H33 27 1/2 X 38 3/8 26 X 37 7/8 S.H. H34 27 1/2 X 50 5/8 26 X 50 1/8 S.H. H34 w/ Circle Top 27 1/2 X 67 3/8 25 3/4 X 63 S.H. H35 27 1/2 X 63 26 X 62 1/2 S.H. H36 27 1/2 X 72 26 X 711/2 S.H. DOUBLE- V 2 LAYERS CEMENT PLASTER C40NTROL JOINT ATH LATH TIED TO (EXTEND TO FLANGE WR5- (STUCCO) JOINT FLANGE 5ELF ADHE51VE FLASHING SHEATHING—\ WIPE L //--BEND AT MA50NRY STUCCO WOOD FRAMED BLOCK WALL WALL PLAN VIEW CONTROL JOINT DETAIL SCALE! N.T5 2x4 FRAI` WALL 1/2" DRY PAPER BACKED METAL LATH 3 COAT STUCCO FINISH (CEMENT PLASTER) CONTROL JOINT NOTE: TIE LATH TO FLANGE OF CONTROL JOINT AT 6" O.C. (NO PENETRATIONS SHALL BE MADE THROUGH THE CONTROL JOINT FLANGE) EXTERIOR WALL SHEATHING 3 1 STUCCO CONTROL JOINT DETAIL (OVER FRAME SCALE: N.T.5. SEAT IN CONGFETE SLAB CONCRETE SLAB STUCCO TRADITIONAL TWO COAT SYSTEM (CEMENT PLASTER) MASONRY WAL STRIKE AND CUT TO A LINE MIN. I" OR 2" MAX. BELOW SLAB SEAT 61STUCCO TERMINATION ON C.M.U. AT FOUNDATION 5CALE: N.T.5. Z5RAME CON51RUCTION 7 LATH 15 REQUIRED TO BE D15CONTINUOU5 BEHIND TH15 JOINT FRAME GON5TRUCTION MA50NRY CON5TR?UCTION CEMENT PLASTER (5TUCLO) SHEATHING BOARD 5ELF - FURRING LATH WATER RESISTANT BARRIER (2 LAYERS) LAP OVER WEEP 5CREED AND BELOW 6" SELF ADHE51VE MEMBRANE TAPE TERMINATE THE SELF-FURRIWG LATH 1/6" -1/4' ABOVE THE GROUND OF THE M.W.W.5. WEEP 5CREED CONTROL JOINT STUCCO FIN15H A5TM 1063 1.11.4.1 CONTROL JOINTS - CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED IN WALLS NOT MORE THAN 144 FT. SQ, (13.4 M Sa) IN AREA AND NOT MORE THAN AREAS OF 100 FT, 50. MO M 50.) FOR ALL HORIZONTAL APPLICATIONS, THAT 15, CEILINGS, CURVES, OR ANGLE TYPE STRUCTURES. 1.11.42 THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 13 FT. (55M) IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2� TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRIN6,; CHANGES DIRECTION. 1.IIA3 A CONTROL JOINT OR EXPANSION JOINT SHALL BE INSTALLED WHERE AN EXPAN51ON JOINT OCCURS IN THE BASE EXTERIOR WALL. 2 1 HORIZONTAL MID -WALL WEEP SCREED AT FRAME TO MASONRY SCALE: N.T.5. WATER RE615TANT BARRIER (CONTINUOUS BEHIND CONTROL JOINT) 5ELF-FURRING V-GROOVE LATH, CONTINUOUS BEHIND CONTROL JOINT CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIRE TIE, OR 15 LB. TENSILE STRENGTH ZIP TIE 1/6" NOMINAL CEMENT PLASTER OVER FRAME CMTRUCTION (STUCCO) -SHEATHING BOARD CONTROL JOINT HORIZONTAL OR 4 VERTICAL AT FRAME SCALE: N-T-5. SHEATHING TWO LAYERS M 6" STRIP OF 5AF DISCONTINUOUS LATH BEHIND G.J. PER A5TM C1063 LATH ATTACHED TO FRAMING MEMBERS ONLY CONTROL JOINT ATTACH CONTROL JOINT TO LATH WITH GALV. WIRE TIE, METAL CORROSION WIFE TIE, OR 15 LB. TEN51LE STRENGTH ZIP TIE CONTROL JOINT DETAIL STUD 5 TO STUD WALL DE7AIL 5C'ALE: N.T.5, WWEK CEMENT PLASTER (STUCCO) 16 TO BE APPLIED TO LATH OVER FRAME CONSTRICTION, MEASURES SHALL BE TAKEN TO PREVENT 5ONDIWj BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAKER SHALL BE PROVIDED BETWEEN THE WATER RES15TIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL, OR 2. ONE LAYER OF AN APPROVED WATER K516TANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP, OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, 6WEATHING BOARD - NOTE, 1/8" (3mm) GAP BETWEEN SWEETS OF PLYWOOD AND 05B AT VERTICAL AND HORIZONTAL JOINT$. WATER FE515TANT BARRIER - 2 LAYERS (SEE NOTES ABOVE FOR LAYERING OPTIONS) 5ELF-FURRING LATH LATH NAILED / STAPLED TO FRAMING MEMBERS MAX. SPACING 6" O.C. CEMENT PLASTER BASE COAT (SCRATCH 4 BROWN) (STUCCO) FINISH COAT TEXTURE COAT DAVIS BEWS DESIGN GROVP 00 STATE STRLEET EAST OUXMAJt, RAMMA 3077 M. 925.1300 TEL 80. 925. 1800 FAX WWWDAVOBEMSCOM TAMPA a MENNIER� EST 19% Z rQ C, 0 P--4 Ln A.! CD 1-4 :3 to e., > M 1-4 M Lh C<L :2 Z k d) = Ln < LL M u CL 00 Z E C) a w ko < Z Z Lu -j Z 4800 V) 0 Z uuj 8 ZZ UO W �Q:x- >. 0 to 0 U& 8 8 LU (A Z Z 0 Z Z Z tn 0 0 < u j:) < b 0 Z Lu LL V) Lu Ce Z CD 0 < (1114 uj Z -.00n Z U Z Z 0 Lu 0 u LLJ Z Q x Z < 0 Z Lu ca Z 0 :5 'I 1 10- Lu 1,D CO SCALE AS NOTED DATE 10-19-2018 VERSION NO. 100 SHEEIF NO. DT3 COLUMN CONS (CEMENT PLA5TER) LATW- 2 LAYERS WRB---" CONCRETE STOOP WEEP 5CREED - COLUMN AT CONCRETE SLAB 5 ALE C?—: N15. BARRIER FLASHING NAILING Fl NO SEALA SILL DETAIL 6 FIN WINDOW HEAD DETAIL SCALE: N.T.5. I CORNER BEAD FASTENED WITH NAILS, 5GREW5, OR STAPLES AT 5TUCa WOOD FRAME NOTE: MAKE SURE THE SHEATHING WRAP LAPS OVER THE TOP FIN. LEAVE A 1/4" GAP BETWEEN THE EXTERIOR FIN16H AND THE FLANGE, BUT DON'T CAULK TH15 GAP. WATER DRAINING FROM ABOVE MUST HAVE A PLACE TO EXIT. 2 STUCCO DETAIL AT CORNERS 1 SCALE: N.T.5. BEAD OF SILICON CAULK UNDER WINDOW FLANGE SEALANT BITUMINOUS MEMBRANE OR FELT 5TUCC0 BAND EXTERIOR FIN15H HEADER DETAIL 7 FIN WINDOWS EXT. CASINGS 1 SCALE: N.T.S. BACK CAULK SILL DAM SIDE AND 12" UP WALL EACH ::ljl� � � INTERIOR DE iF STOP FLASHING HEFE PEEL -AND -STICK MEMBRANE 2LAYER5 Wn, 5WEATWIWj �m APPLY A NARROW DAM STRIP TO THE ROUGH SILL BEFORE FLA51-11% WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE 3 SILL FLASHING DETAILS 15CALE: N.T.S. I EXTERIOR FINISH STUCCO BAND BITUMINOUS MEMBRANE OR FELT STEP I INSTALL THE VENT ACCORDIWG TO THE MANLFACTURER'5 RECOMMENDATIONS. TRIM THE HOUSE WRAP A CLOSE AS P0651BLE AROUND THE PERIMETER OF THE VENT. SELF ADHESIVE MEMBRANE FLASHING AT DOORS BACK CAULK SILL AND 12" UP WALL EACH 51DE INSIDE CORNER 4 FLASHING DOOR THRESHOLD SCAL E: NJ.S, STEP 2 FLASH THE VENT USING THE SAME METHOD AS WINDOWS. STARTING AT THE BOTTOM FLANGE: CUT THE FLASHING 50 THAT IT EXTENDS PAST THE FLANGES BY I" ON BOTH SIDES. NOW APPLY THE FLASHING TO THE SIDES OF THE VENT. REMEMBER TO EXTEND THE FLASHING I" ON BOTH TOP AND BOTTOM. MAKE SURE TO SMOOTH OUT WRINKLES AND AIR BUBBLES. THE USE OF A J-ROLLER 15 OPTIONAL. PREFAB METAL EXTERIOR DOOR THRESHOLD DOOR FORMED "SEAT" IN CONCRETE SLAB ACT$ AS PAN FLA51-11% — ---- :4f- USE Z5LAB ON GRADE 7 PLASTIC SHIMS UNDER CONCRETE SLAB DOOR 5 FLASHING DOOR THRESHOLD 1 SCALE: N.T.S. NOTE: THIS TYPE OF INSTALLATION 15 SUITABLE FOR SEVERAL DIFFERENT PENETRATIONS. ALWAYS USE THE 5HNGLIWj METHOD AND ENSURE A TIGHT SEAL AROUND THE FLANGE/PENETRATION. 8 FRAME WALL FLASHING PENETRATIONS 1 SCALE: N.T.5. STEP 3 THE FINAL STEP 15 TO INSTALL THE FLASHING ACRO55 THE TOP. EXTEND THE FLASHING OUT AT LEAST I" ON BOTH SIDES, OUTSIDE CORNER 6D DAVIS BEWS DESIGN GROVP M STAM STR= EAST OUXMA& SLOROA 346W SO. 925. L300 TEL 813. 925. 1800 FAX VVWWDAVMEVV&C0M TAMPA e EX2*4� 0 1--� V) 1-4 = Z> Uo) M Ln ul z< LL CL u < § E z wz c) IT LLJ _j �z ulo� z z g & a. u 8,0, V) rs .j z f-.) z z �j z 0 w ot w 2 8WLL8 w .!i'a w Z Z z w z I � Ln 0 0 < u < F— z uj LJLJ z C14 Lu z 0 z U Z z 0 uj 0 u ui z 0 z z ul ca z 0 5 rn 10- ui SCALE AS NOTED DATE: 10-19-2018 VERSION NO. 100 SHEET NO. DT4 6D DAVIS BEWS DESIGN GROVP M STAM STR= EAST OUXMA& SLOROA 346W SO. 925. L300 TEL 813. 925. 1800 FAX VVWWDAVMEVV&C0M TAMPA e EX2*4� 0 1--� V) 1-4 = Z> Uo) M Ln ul z< LL CL u < § E z wz c) IT LLJ _j �z ulo� z z g & a. u 8,0, V) rs .j z f-.) z z �j z 0 w ot w 2 8WLL8 w .!i'a w Z Z z w z I � Ln 0 0 < u < F— z uj LJLJ z C14 Lu z 0 z U Z z 0 uj 0 u ui z 0 z z ul ca z 0 5 rn 10- ui SCALE AS NOTED DATE: 10-19-2018 VERSION NO. 100 SHEET NO. DT4 FLASHING REQUIREMENTS R609.1 General. This section prescribes performance and construction requirements for exterior windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance with the fenestration manufacturer's written instructions. Window and door openings shall be flashed in accordance with Section R703.4. Written installation instructions shall be provided by the fenestration manufacturer for each window or door. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type I felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive barrier is not required for detached accessory buildings. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER - SHEATHING OVER WD STUD WALL INSTALL 4" WIDE SELF -ADHERING STRAIGHT FLASHII OVER NAILING FLA AT JAMBS EXTEND FLASHING BELOW SILL FLEXII FLASHING & MIN 2 THE HEAD TEMPORARILY FOLD -UP & SE( HOUSEWRAP (I TUCK FLAP UN AT HEAD FOLD HOUSE IN AT JAMBS SLOPE SILL P 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1. 1.1.The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2. 1.2.In accordance with the flashing design or method of a registered design professional. 3. 1.3.In accordance with other approved methods. 4. 1.4.In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4.Continuously above all projecting wood trim. 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. INSTALL 4" SELF -ADHERING FLASHING OVER WINDOW FIN HEAD EXTEND SELF -ADHERING ---j FLASHING I" MIN BEYOND JAMB FLASHING I STEP 7 TYPICAL WINDOW FLASHING INSTALLATION DP"T fA-%ILS it, MIN kUGN FLASHIN( NI INT. EDGE 0 3ILL R.O. AECHANICALLY -ASTEN FANNEE :_DGES. (CAP NA 37APLES) PER M :NSTRUCTIONS :NSTALL 6" WID 3ELF-ADHERING 1ASHING AT SI D(TEND FLEX FL )OWN THE SILL FOLD HOUSEWRAP DOWN.CONSTRUCTI TAPE ACROSS HEAD WINDOW &THEN DIAGONAL CUT A. CONTINUOUS ) BACK OF WIND ;E IN LINE W/ ­10LES OR SLOT. INSTALL WINE PLUMB, LEVEL SQUARE PER � WRITTEN INS" NOTE: 1. WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM E 2112 METHOD A-1 EXCEPT SELF -ADHERING FLASHINGS ARE USED 2. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURER'S WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. "-SEAL WINDOW FRAMETO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 6" UP BOTH JAMBS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR NOWEXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) -ADHERING FLEXIBLE ��SE�LIF FLASHING AT SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW STEP 9 NTS DAVIS BEWS DESIGN GROVP L.��� IJ 60 SrATE STR= EAST OUWAA& RX)MA 34677 813. 925.1300 TEL SL3. 925. 1800 FAX Vir��DAVLSBEWS.COM TAWA o nEY%1VEk F-ST. 1994 C) (�%l 0 V) " = %0 Z> ro (0 Ln Z Ln rL LL O.-N U 00 Z §" E Z W Z U.J _J 0 %0 1Z 19 2 wo U.J Zg ZZ g! UZ80 ro- -0 .J Z UUJ I < �25 Z Z c!� Z 0 W g 6 - W) UJ Q� 8 0� LL LL1 tn Z 0 L) Z LU Z Z 0 0 U < b 1­4 F- 0 Z _J UJ F_ U_ R LU Z C) 0 Z Z U Z Z 0 LU 0 U U.J Z 0 Z Z LU Z 0 5 F- D rn 10- LU kal M SCALE AS NOTED DATE: 10-19-2018 VERSION NO. 100 SHEET NO. DT5n 1 DOOR HEADER (RE: STRUCTURA (RE:STRUCTURAI SHEATHING ATTA STUDS INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING — MEMBRANE FLASHING 1" MIN BEYOND JAMB FLASHING STEP 6 TYPICAL EXTERIOR DOOR TAPIN APPROVED HOUSEWRAP OVER — SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP Y APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL LINE OF DOOR OPENING CUT HOUSEWRAP AT 450 ANGLE STEP 2 FOLD HOUSEWR AND AROUND IP AND HEAD MECHANICALLY FASTEN FANNED EDGES. (CAP NA STAPLES) PER M INSTRUCTIONS INSTALL 6" WIDI SELF -ADHERING FLASHING AT SIl EXTEND FLEX FL DOWN THE SILL INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASH] OVER DRIP CAP NAILING FLANGE STEP 3 STEP 7 STEP 8 FLASHING INSTALLATION DETAILS - OUTSWING & FIXED FRENCH DOORS FOLD HOUSEWRAP IN AND AROUND JAMBS INSTALL DOOR PLUMB, — LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT IAMBS, - FRONT EDGE AND INTERIOR EDGE OF THRESHOLD STEP I STEP 2 '111�- STEP 3 TYPICAL EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS - INSWING & FIXED FRENCH DOORS INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTUREWS WRITTEN INSTRUCTIONS SET THRESHOLD IN BED OF SEALANT APPLY SEALANT AT — CORNERS AND FRONT EDGE OF THRESHOLD INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLA DOOR FRAME 1/4- STEP 4 SEE DOOR DETAILS FOR FINISH[TRIM DETAILS STEP 9 %J I L. V ftP INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4" INSTALL 4" WIDE SELF -ADHERING FLASHING OVERLAPPING DOOR FRAME 1/4" EXTEND SELF -ADHERING - FLASHING 1" MIN BEYOND JAMB FLASHING STEP 5 NOTE: TYPICAL WINDOW & DOOR FLASHING INSTALLATION DETAILS PREPARED IN ACCORDANCE WITH FBC APPROVED SPECIFICATIONS. CA, l x ' x� STEP 5 -A 01 MIN NTS NTS DAVIS BEWS DISIGN GROVP 150 STATE STREET EAST OUWAM4,RDMA 34677 8t3. 925.1300 TEL 813. 925. 1800 FAX NVWWDAVLcSEWS,C0M TAMPA 9 1:>Er-rvlEP- EST. 1994 o Ae a =) Z> Ln C) CD N (n M Ln J) CU Ln <L- U- rL fu C'� U (n. co z < E z w z u.j IT j CD z g 2 � -w V) UZ80 B -, a 0 .j z u. � W Mzz lo: LL 8 C14 co !i 0 LLI Ln Z Z 8 1 ui zz I z 0 0 u b D F- z ce 0 Lu i u- N z uj '-4 ce a) w < z 0 4< "*'� CINJ Lu �� C) z uj U z z 0 z 0 0 u (D z z Lu co 0 z :5 F- Q rn 0- Lu to m SCALE AS NOTED DATE 10-19-2018 VERSION NO. iso SHEET NO. DT502 SHEATHING WRAP AND FLA5HING- THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R103.1.3 WATER-RE615TIVE BARRIERS ALL SHEATHING WRAP MUST BE INTEGRATED WITH FLASHING MATERIALS. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN TO SIMPLY X-GUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL 5HEET5 WHEN INSTALLING ANY SHEATHING WRAP. A5PHALT-5ATURATED FELT: COMMONLY AVAILABLE IN TWO WEIGHT5, 45PHALT FELT, OR "BLACK PAPER" 15 MADE FROM CORRUGATED PAPERS MIXED WITH SAWDUST AND AN ASPHALT RESIN. WHEN CH005ING NO, 15 FELT, LOOK FOR MATERIAL RATED A5TM D4L%� OR A5TM D22(o STANDARD, WHICH ENSURES A WEIGHT OF AT LEAST 115 LBS. PER SQUARE. PLASTIC HOUSE WRAP: PLASTIC HOU6EWRAPS TYPICALLY MADE OF POLYOLEFIN FABRIC- EITHER POLYETHYLENE OR POLYPROPYLENE. THE PRIMARY DIFFERENCE IN HOU6EWRAP5 15 WHETHER OR NOT THEY ARE PERFORATED: 1.) PERFORATED PRODUCTS AIRE MADE FROM A VAPOR -TIGHT PLASTIC, AND THEN NEEDLE -PUNCHED TO ALLOW THE WRAP TO "BREATHE" (ALLOW VAPOR TO PA56 THROUGH). UNFORTUNATELY, THESE HOLES AL50 ALLOW LIQUID WATER TO 5EEP THROUGH, PARTICULARLY WHEN THE 51DING 15 PRE66ED TIGHT AGAINST IT, THE H0U5EWRAP WILL SLOW THE SEEPAGE BUT WILL NOT BLOCK IT ENTIRELY, 2.) NON -PERFORATED HOU5EWRAP6 ARE MADE FROM PLASTIC FIBER THAT ALLOWS VAPOR TO PA55 BETWEEN THE FIBERS. THESE GENERALLY PEI;TORM MUCH BETTER THEN PIEFF-ORATED PRODUCTS AT RE515TING LIQUID WATER, WHICH SHOULD BE CONSIDERED THEIR PRIMARY TASK LEACHING: HOUSEWRAP6 ARE SUSCEPTIBLE TO DAMAGE FROM EXTRACTIVES THAT CAN LEACH FROM WOOD 51DIWG MATERIALS, PARTICULARLY CEDAR AND REDWOOD. TH15 CAN BE PREVENTED IN TWO WAYS: 1.) INSTALL 51DING ON BATTENS TO CREATE AN AIR GAP, WHICH REDUCES CONTACT BETWEEN THE SHEATHING WRAP AND 51DING. 2.) BACK -PRIME ALL WOOD 51DING MATERIALS. TH15 REDUCES LEACHING AND BLOCKS MOISTURE FROM MOVING THROUGH THE 5IDIWG AND BL15TERING THE FINISH, INSTALLING SHEATHING WRAP: THE PRIMARY PURP05E OF HOUSE WRAP 15 TO STOP WATER, AIR-5EALIWG AND VAPOR CONTROL ARE SECONDARY, 1.) USE SHEATHING WRAP OR FELT PAPER ON ALL HOUSES, NO MATTER WHAT KIND OF 51DING 15 USED, 2.) THE WRAP SHOULD BE CONTINUOUS: AVOID A PATCHWORK OF SMALL PIECES . REVIEW FLASHING DETAILS, AS 50ME FLA514ING5 (SUCH AS TH05E AROUND ELECTRICAL FIXTURES, MECHANICAL PENETRATIONS, ETC.) SHOULD BE INSTALLED CONCURRENT WITH SHEATHING WRAP. 3,) LAP UNDER COUR5E5 OF HOU6EWRAP OVER LOWER COURSES 4 INCH AND LAP VERTICAL 5EAM5 12 INCHES. CODE REQUIRES A HORIZONTAL LAP OF & INCHES. 4,) DO NOT X-CUT SHEATHING WRAP AT OPENINGS. INSTEAD, I -CUT THE SHEATHING WRAP, RUNNING THE KNIFE ALONG THE ROUGH OPENING AT THE HEAD 0` THE 5ILL, AND THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING. 5.) IF THE WALL5 ARE LAPPED WHILE THEY ARE LYING ON THE DECK BEFORE STANDING THEM UP, BE SURE TO ADD A COURSE OF SHEATHING WRAP TO COVER THE RIM JOIST. REMEMBER, TH15 COURSE MUST LAP UNDER THE SHEATHING WRAP ABOVE IT. 6.) ALWAYS WRAP GABLE ENDS. TH15 PART OF A HOUSE 5EE5 A LOT OF EXPOSURE TO WIND -DRIVEN WATER, 1.) ADD A SECOND LAYER OF SHEATHING WRAP ALONG IN61DE AND OUTSIDE HOUSE COWERS, LAPPING AT LEAST 9 IN. (AN EVEN MULTIPLE OF 36-11N. WIDE ASPHALT FELT) ON EACH WALL. 8.) CONTROL 5PLA5H5ACK BY SLOPING THE GRADE AROUND THE HOUSE AND KEEPING 51DING AT LEAST 8 INCHES ABOVE GRADE, AT DECKS AND 5TOOF15 WHERE &PLA&HBACK MAY BE A PROBLEM, USE A WIDE PEEL -AND -&TICK FLA5PING MEMBRANE. MAKE SURE THE MEMBRANE LAPS UNDER THE SHEATHING WRAP ABOVE IT. �.) ALL FLASHING (FOR WINDOWS, DOORS, DECK LEDGERS, ELECTRICAL FIXTURES, VENT, PIPES, AND CANTILEVERED BEAMS) MUST LAP UNDER THE SHEATHING WRAP A50VE IT, DO NOT RELY ON TAPE TO 5EAL THE FLASHING. TAPING HOUSE WRAP: MANUFACTURES OF PLASTIC HOU5EWRAF RECOMMENDED TAPING ALL SEAMS TO BLOCK AIR LEAKAGE THROUGH WALL5. TAPE SHOULD BE TYPE RECOMMENDED BY "5INGLE SOURCE" SYSTEM, SOME TAPE 15 USEFUL FOR 5TOPPIWG WATER LEAKS BY 5 REPAIRING RIPS (PARTICULARLY TEARS AROUND STAPLES) AND FOR SECURING THE WRAP TO FLASHING BEFORE THE 51DING 15 IN PLACE, DO NOT PATCH OVER HOUSEWRAP AND RELY ON THE 5TIMNE55 OF THE TAPE TO SEAL THE PATCH. ALWAYS LAP HOU5EWRAP AND FLA5HINGS UNDER THE PIECE OF SHEATHING WRAP ABOVE. DRAINAGE PLANE: WEEP 5CREED5 AND CONTROL JOINTS CONTINUED: FINI514-COAT THICKNESS: APPLYING SEALANT: FLASHING VENT PIPE PENETRATIONS: ALL STUCCO 5Y5TEM5 APPLIED OVER FRAMED OVER THE INTERSECTION BETWEEN DIFFERENT TYPES OF THE FIN16H COAT 15 ONLY A50UT 1/8 INCH THICK IT APPLY TO CLEAN DRY SURFACES. APPLICATION VENT PIPES ON WOOD AND ASPHALT ROOFS ARE 5UB5TRATE5 SHALL INCORPORATE A DRAINAGE PLANE CONSTRUCTION, SUCH AS THE JOINT BETWEEN WOOD SHOULD BE APPLIED AS EVENLY AS P0551BLE TO TEMPERATURE: 40 DEGREES TO W DEGREES. PREPARE USUALLY FLASHED USING A PRE A55EMBLED METAL PAN FRAMING AND A BLOCK WALL. ENSURE UNIFORM DRYING. THE 5URFACE U51NG THE FOLLOWING 5TRATEGIE5: WITH A RU55ER BOOT. ORDER THE UNIT ACCORDING TO SHEATHING WRAP FOR STUCCO: ON TALL WALLS AND LONG RUNS, APPLIED VERTICALLY SCRAPE, CHIP, OR BRUSH WITH A 5TIFF-BRISTLE BRUSH, THE OUTSIDE DIAMETER OF THE VENT PIPE. FOR 6LATE OR HOR]ZONTALLY TO BREAK UP WALL AREAS INTO AND DUST THE INSIDE OF THE JOINT, OR BLOW IT OUT WITH AND TILE ROOFS A MALLEABLE LEAD JACKET WILL LAST ALL STUCCO 5Y5TEM5 REQUIRE SHEATHING WRAP - THE SMALLER SECTIONS (LESS THAN 18 FEET). MIX PROPORTION& COMPRESSED AIR, LONGER, PREFERRED WAY 15 DOUBLE LAYERS OF HOUSE WRAP SIMILARLY, CA51NG BEAD AND COWER BEAD HELP TO WIPE THE 5URFACE WITH A STRONG SOLVENT, SUCH AS UNDER SELF -FURRED LATH. PAPER BACKED LATH CREATE EXPAN510N JOINTS AT CRITICAL INTER5ECTION5: INCON515TENT MIXING WILL RESULT IN OBVIOUS ACETONE OR METHYL ETHYL KETONE. THESE 5OLVENT5 FLEXIBLE FLASHING MATERIALS: COULD BE USED AS THE SECOND LAYER OUTSIDE COWERS ARE BE5T DETAILED WITH COI;NER DIFFERENCES IN COLOR, TEXTURE, AND 5TRENGTH WHICH EVAPORATE WATER AND 0155OLVE GREASY 5UB5TANCE5 PAPER -BACKED LATH SHOULD NOT BE CON61DERED A BEAD. CAN CAUSE THE BATCHES TO FAIL. MAKE EVERY EFFORT THAT CAN RETARD ADHESION. FLEXIBLE FLASHING- 5ELF-ADHERIWi BITUMINOUS SUBSTITUTE FOR WELL -DETAILED SHEATHING WRAP. TO KEEP MIX PROPORTIONS AND TIMES BETWEEN COATS TOOL EVERY CAULK JOINT. THE BEST TOOL 15 A STEEL TAPE-5HOULD BE USED TO FLASH ALL OF THE FOLLOWING: LAP LOWER COURSES OF SHEATHING WRAP UNDER UPPER INSIDE COWERS SHOULD BE FLASHED WITH TWO LAYERS CONSISTENT. SPATULA THAT 15 SLIGHTLY SMALLER THAN THE WIDTH OF EXTERIOR DOOR 5ILL5; DECK LEDGERS. IN51DE AND OUTSIDE COUf;rcE5 SO WATER WILL DRAIN DOWN AND OUT, AND OF SHEATHING WRAP OR FLEXIBLE FLA5HING, AND THEN THE JOINT. ACHIEVE A SMOOTH, EVEN APPEARANCE COWERS OF WALL 5PEATHING; STUCCO 5HELVE5 AND FLASH ALL OPENINGS, FOLLOWING THE FLASHING CA5IWG BEAD SHOULD BE APPLIED VERTICALLY TO MIX IN A MECHANICAL MIXER FOR 3-5 MINUTES AFTER THE WITHOUT 5QUEEZE-OUT ON THE 51DE5. PARAPETS: BELOW GRADE CONCRETE CRACKS: AND WALL GUIDELINES PER THE bth EDITION (2011) FLORIDA CREATE AN EXPAN51ON JOINT. WHILE THE FLASHING ADDITION OF THE LAST INGREDIENTS. CUT THE NOZZLE OF THE TUBE AT AN ANGLE $LIGHTLY AREA SUBJECT TO 5PLA5HBACK BUILDING CODE-RE51DENTIAL. SERVES AS THE M05T IMPORTANT WATER SEALING SMALLER THAN THE 51ZE OF THE JOINT. PROTECTION, THE JOINT BETWEEN THE TWO CA5ING BEADS CURING AND TIME BETWEEN STUCCO COATS: IN COLE) WEATHER, KEEP THE CAULK WARM. AL50 IT MAY FLEXIBLE FLA5HlWj5 COME IN SEVERAL VARIETIES, INCLUDING SHOULD HAVE BACKER ROD AND CAULKED WITH BE NECE55ARY TO HEAT THE SURFACE WITH A HEAT GUN. "PEEL -AND STICK" PRODUCTS, AS WELL AS NON-5TICK INSTALLATION: HIGH -QUALITY URETHANE SEALANT, AS A FIRST LINE OF PROVIDE SUFFICIENT M015TURE IN THE PLASTER MIX OR TAKE CARE TO NOT STRIP THE PAINT OF START A FIRE. PRODUCTS. WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE DEFENSE. BY M015T OR FOG CURIWG TO PERMIT CONTINUOUS VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WR5 TO HYDRATION OF THE CEMENTITIOU5 MATERIALS. THE M05T ROOFING- FLASHING: RUBBERIZED FLA6HIWj5: WRB AND LATH TO FLANGE. LATH SHALL BE APPLIED WITH APPLY CA51NG BEAD (ALSO CALLED "J" BEAD), AT THE EFFECTIVE PROCEDURE FOR CURING AND TIME BETWEEN THE LONG DIMEN51ON AT RIGHT ANGLES TO THE SUPPORTS, JOINT BETWEEN ANY D1551MILAR MATERIALS - AROUND COATS WILL DEPEND ON CLIMATIC AND JOB CONDITIONS. LENGTH. SELF-ADHE51VE, RUBBERIZED ARE MADE FROM THE SAME UNLE55 OTHERW15E SPECIFIED. WINDOW FLANGES, WHERE STUCCO MEETS A BRICK MATERIALS AS THE EAVES MEMBRANES USED TO PREVENT ICE LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS CHIMNEY, OR AT THE TOP OF A WALL WHERE 5TUCCO SUFFICIENT TIME BETWEEN COATS SHALL BE ALLOWED TO TO AVOID EXCE551VE EXPAN51ON AND CONTRACTION, DAM LEAKS. TYPICALLY AVAILABLE IN ROLLS FROM 4-12 IN. BUT SHALL BE STOPPED AND TIED AT EACH SIDE. LATH MEETS A SOFFIT OR FRIEZE BOARD. USE CONTROL JOINT PERMIT EACH COAT TO CURE OR DEVELOP ENOUGH USE 8 FOOT TO 10 FOOT LENGTH5 OF METAL, MAXIMUM, WIDE (BUT 50METIMES AVAILABLE UP TO 3b IN, WIDE), THESE SHALL BE ATTACHED TO FRAMING MEMBERS WITH OR EXPAN51ON JOINT AT MA6ONRY/FRAME WALL RIGIDITY TO RE515T CRACKING OR OTHER PHY51CAL FOR VALLEY FLASHING. AVOID U51NG ALUMINUM, WHICH FLEXIBLE FLA5HING6 CAN BE APPLIED DIRECTLY TO THE ATTACHMENTS 5PAGED NOT MORE THAN 1 INCHES ON CONNECTIONS. DAMAGE WHEN THE NEXT COAT 15 APPLIED. EXPANDS AT A GREATER RATE THAN OTHER METALS. SHEATHING, AS LONG AS THE SURFACE 15 WARM AND CENTERS ALONG SUPPORTS. LAP 5ECTION5 5 INCHES MINIMUM. RELATIVELY CLEAN. FOUNDATION WEEP 5CREED SHALL BE INSTALLED AT THE TEXTURED FIN15H OVER MASONRY: (STUCCO FINISH) THE TIMING BETWEEN COATS WILL VARY WITH CLIMATIC CONDITIONS AND TYPES OF PLASTER BASE. VALLEY CENTERLINE; THICKNE55 VARIES FROM 25- TO 60-MIL5. THE THINNER THE 130TTOM OF ALL FRAMED EXTERIOR WALL6, BELOW THE FLOOR LINE. WHERE WALL 15 SUPPORTED BY A FLOOR OR TEXTURED FIN15H 5Y5TEM5 APPLIED IN ACCORDANCE TEMPERATURE AND RELATIVE HUMIDITY EXTEND OR MATERIAL, THE EA51ER IT CAN BE FOLDED AND TUCKED FOUNDATION. GROUND OF WEEP 6CREED SHOULD BE MIN, I" WITH A6TM C �2(o AND C 1063, REDUCE THE TIME BETWEEN CONSECUTIVE OPERATIONS. WHEN A STEEP ROOF INTERSECTS A SHALLOW ONE, WATER BENEATP 51DING, BUT AL50 THE EA51ER IT WILL TEAR AND OR MAX. 2" BELOW FF.E_ COLD OR WET WEATHER LENGTHENS AND POT OR DRY CASCADING DOWN THE STEEP ROOF CAN OVERSHOOT DEGRADE IN THE SUNLIGHT. EXTERIOR PLASTER: WEATHER 5HORTEN5 THE TIME PERIOD. MODERATE THE VALLEY AND RUN UP BENEATH THE 5HINGLE5 ON THE LATH ATTACHMENT: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: CHANGES IN TEMPERATURE AND RELATIVE HUMIDITY CAN SHALLOW ONE. ROOFS LIKE TH15 NEED A VALLEY CLIMATE CAUTIONS: THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: SECTION R10312 PLASTER BE OVERCOME BY PROVIDING ADDITIONAL HEATING FLASHING WITH A CRIMPED GENTERLINE. THE STEEPER SECTION R10311 LATH MATERIALS DURING COLD WEATHER AND BY REDUCING THE ROOF THE MORE CRITICAL THE CRIMP WILL BE, IN WARM TEMPERATURES, WHEN RU55ERIZED ASPHALT 15 THE RE515TANCE To RAIN PENETRATION 15 IMPROVED WHERE THE A55ORPTION a THE BASE BY PRE -WETTING DURING STICKIEST, IT 15 NEARLY IMP0551BLE TO REP05ITn IT ONCE 1. SIDE LAPS OF METAL PLASTER BASES SHALL BE WIRE TIED. PLASTER HAS BEEN ADEQUATELY DEN51FIED DURING HOT OR DRY WEATHER, EDGE TREATMENTS: THE FLASHING HAS TOUCHED THE SURFACE. MAKE SURE TO THEY 5HALL BE ATTACHED BETWEEN SUPPORTS AT INTERVALS APPLICATION AND PROPERLY CURED. PLASTER SHALL DRY -FIT BEFORE PULLIN6 THE RELEASE PAPER, IT 15 AL50 NOT MORE THAN 9 INCHES. NOT, HOWEVER, BE CONSIDERED TO BE "WATERPROOF". IN ORDER TO PROVIDE MORE INTIMATE CONTACT AND LIKE ALL ROOF FLASHING, VALLEY FLASHING SHOULD VERY DIFFICULT TO HANDLE ALONE WHEN IT 15 STICKY, PREFABRICATED CONTROL JOINT MEMBERS SHALL BE BOND BETWEEN COATS AND To REDUCE RAPID WATER HAVE HEMMED EDGE5. NOT ONLY DO THESE SHED WATER 2. EXPANDED METAL LATH SHALL BE LAPPEDY2 INCHES (121 mm) INSTALLED PRIOR TO THE APPLICATION OF PLA5TER. LOSS, THE SECOND COAT SHOULD BE APPLIED AS 50ON MORE EFFECTIVELY, BUT HOLDING THE SHINGLE AWAY IN HOT TEMPERATURES, RUBBERIZED ASPHALT TENDS TO OOZE, MIN. AT THE SIDES. LAP METAL LATH I INCH (25 mm) AT ENDS. THE CREATION OF A GROOVE OR CUT IN PLASTER $HALL AS THE FIRST COAT 15 SUFFICIENTLY RIGID TO IRE515T FROM THE FLASHING, THEY PREVENT CAPILLARY SUCTION MAKING IT ME55Y TO HANDLE, IN 5UN5ELT AREAS (OR WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE NOT BE CONSIDERED A CONTROL OR EXPAN51ON JOINT. CRACKING, THE PRE55URE5 OF THE SECOND COAT FROM DRAWING THE WATER UP UNDER THE SHINGLE. WHEREVER SURFACE TEMPERATURE 5 MAY EXCEED 180T), AVOID ENDS OF THE 5HEET6 OF ALL METAL PLASTER BASES SHALL BE APPLICATION, AND THE LEVELING PROCESS. USING WITH METAL FLA5HING5- THE FLA5HING5 WILL COOK AND LACED OR WIRE TIED. RIDGE TREATMENT: THE A5PHAULT 50ON DRIES OUT. STUCCO: (THREE COAT) THE AMOUNT OF WATER AND THE TIMING FOR CURING 3, WHERE METAL PLASTER BASE WITH BACKING 15 USED, THE PORTLAND CEMENT PLASTER WILL VARY WITH THE VALLEYS THAT MEET AT A RIDGE SHOULD BE SOLDERED IN COLD WEATHER, 5ELF-ADHEREING FLA5HING5 OFTEN DON'T VERTICAL AND HORIZONTAL LAP JOINTS SHALL BE WR5 TO WRB TRADITIONAL THREE -COAT STUCCO CON515T5 OF THREE CLIMATIC CONDITIONS, THE TYPE OF BASE, AND USE OR TO ONE ANOTHER, HOWEVER TH15 CONNECTION MAY 5TICK WELL. CHECK THE MANUFACTURER'5 MINIMUM APPLICATION AND LATH TO FLANGE. SEPARATE LAYERS OF CEMENT PLASTER MATERIALS: NON USE OF WATER -RETENTIVE ADMIXTURES. BREAK WHEN THE VALLEY METAL EXPANDS AND TEMPERATURE. 50ME STICK IN TEMPERATURES BELOW 25* F, BUT A TROWEL -APPLIED SCRATCH COAT, WHICH 15 APPLIED CONTRACTS. BEST PRACTICE CALLS FOR COVERING THE M06T REQUIRE SURFACE TEMPERATURES OF 40*F OR GREATER, 4. BACKING $HALL BE LAPPED NOT LE66 THAN 2 INCHES (50 mm). OVER LATH AND GROOVED TO PROVIDE A KEY WAY FOR 50ME M015TURE MUST BE RETAINED IN OR ADDED BACK CONNECTION AT THE RIDGE WITH A MOLDABLE PIECE OF ON WALL$, THE BACKING SHALL BE LAPPED 50 WATER WILL THE NEXT COAT: A 5AND-FIN15HED BROWN COAT, WHICH TO FRESHLY APPLIED PORTLAND CEMENT-BABED LEAD FLASHING, COMPATIBILITY: FLOW TO THE EXTERIOR BACKING SHALL NOT BE PLACED KEYS INTO THE SCRATCH COAT: AND A FINISH, OR COLOR PLA5TER. IF THE RELATIVE HUMIDITY 15 RELATIVELY HIGH BETWEEN PLASTER BASE (LATH) AND FLANGES OF COAT, (ABOVE 15 %), THE FREQUENCY FOR RE -WETTING A FA5TENER- DO NOT USE RUBBERIZED ASPHALT AND BUTYL TAPES ACCE55ORIE5. METAL LATH TO METAL FLANGE CONTACT SHALL THE FIRST TWO COATS OF A THREE COAT 5Y5TEM ARE SURFACE MAY BE REDUCED, IF IT 15 HOT, DRY, AND TOGETHER, ON CONCRETE, MASONRY, OR 055, RUBBERIZED BE REQUIRED TO ENSURE THAT FLANGES ARE MECHANICALLY MADE OF A 51TE-MIXED CEMENT PLA5TER EACH BATCH WINDY, THE FREQUENCY a RE -WETTING MUST BE METAL VALLEY CAN BE FASTENED WITH NAILS OR CLEATS FLA5HING5 MAY NOT STICK WELL UNLE55 A PRIMER 15 APPLIED. LOCKED TOGETHER, CONTAINS MEASURED AMOUNTS OF STUCCO CEMENT, INCREASED, AT 2 FEET ON CENTER, CLEATS ARE BETTERi THEY WILL ON THESE SURFACES, A BUTYL FLASHING WORKS BETTER, SAND AND POTABLE WATER NOT BECOME FATIGUED AND SHEAR WHEN THE METAL 5. SPACING OF ATTACHMENTS FOR METAL PLASTER BASES - TO HELP REDUCE THE CRACKING THAT 15 CON51DER THE PHY51CAL CHARACTER15TIC5 OF THE EXPANDS AND CONTRACTS. POLY VS. FOIL: RUBBERIZED FLA5HINGS TYPICALLY COME WITH ATTACHMENTS FOR 5ECURING METAL PLASTER BA5E5 TO COMMON WITH STUCCO, THE BASE MIX CAN BE MODIFIED STRUCTURE AS WELL AS THE PREVIOUSLY MENTIONED WHEN USING NAILS, PLACE THEM AT LEAST 5 INCHES AWAY A POLYETHYLENE OR FOIL COVERING TO PROTECT THEM FROM FRAMING MEMBERS SHALL BE SPACED NOT MORE THAN 6 WITH LIQUID POLYMER ADDITIVES, WHICH INCREASE CONDITIONS WHEN 5ELECTIWG THE METHOD OF CURING. FROM THE VALLEY CENTER TO PREVENT LEAKS. SUNLIGHT. POLY -COVERED PRODUCTS NEED TO BE COVERED INCHES O.C. INTO THE FRAMING MEMBERS, FOR DIAMOND MESH STRENGTH AND IMPROVE CURING, AND WITH CHOPPED THE METHOD CAN BE ONE OR A COMBINATION OF THE FROM SUNLIGHT WITHIN 30 TO 90 DAY5i FOIL -COVERED TAPES AND FLAT RIB LATHS AND AT EACH R15 FOR Ye INCH (95 mm) FIBERGLASS FOR REINFORCEMENT, FOLLOWING: VALLEY TREATMENT: HAVE NO EXACT EXP05URE LIMITATIONS BUT EVENTUALLY WILL R15 LATH. DRY OUT AND BECOME BRITTLE, ANY SHIFT IN SURFACE (1) M015T CURING 15 ACCOMPLISHED BY APPLYIING A FINE METAL VALLEYS SHOULD BE FABRICATED FROM NO LE56 MOVEMENT WILL PULL AT THE BONE) UNTIL EITHER THE BONE) (o,LATH 6HALL BE APPLIED WITH THE LONG DIMEN51ON AT RIGHT SCRATCH COAT: FOG SPRAY OF WATER AS FREQUENTLY AS REQUIRED, THAN NO. 28-GAUGE CORROSION SHEET METAL. FAIL5 OR THE MEMBRANE CRACKS. ANGLES TO THE SUPPORTS, UNLE56 OTHERW16E SPECIFIED. GENERALLY TWICE DAILY IN THE MOWING ASPHALT SHINGLES, VALLEY FLASHING MUST EXTEND AT THE SCRATCH COAT 16 APPLIED DIRECTLY TO A CLEAN AND EVENING. CARE MUST BE EXERG15ED TO AVOID LEAST 8 INCHES ON EITHER 51DE OF THE CENTERLINE. EXPOSED APPLICATIONS: IN PERMANENTLY EXP05ED 1. ENDS OF ADJOINING PLASTER BASES SHALL BE STAGGERED. BLOCK WALL OR, ON WOOD STRUCTURES OVER WRB AND ER05ION DAMAGE TO PORTLAND CEMENT-5A5ED WOOD SHINGLES, THE WING OF THE VALLEY MUST EXTEND APPLICATIONS, USE AN EPDM FLASHING TAPE INSTEAD OF AN GALVANIZED METAL LATH. A METAL 5CARIFING TOOL 15 PLASTER 5URFACE5. 10 INCHES EACH 51DE OF CENTERLINE. INEXPEN51VE FLEXIBLE FLASHING MATERIAL, THE DRAWBACK WEEP 5CREED5 AND CONTROL JOIN15: USED TO CREATE "SCRATCH" LINES IN THE STILL IT SURFACE. THE FURROWS CREATE A ROUGH SURFACE INTO (2) PLASTIC FILM, WHEN TAPED OR WEIGHTED DOWN 5LATE, TILE, AND WOOD 5HAKE5, A VALLEY MUST EXTEND 11 INCHES EACH 51DE OF CENTERLINE. WITH EPDM TAPE 15 THAT IT'5 EXPENSIVE, AS WELL AS QUITE THICK ( ABOUT 10-MIL.), MAKING IT AWKWARD TO FOLD INTO WHICH THE BROWN COAT CAN KEY FOR A GOOD BONE). AROUND THE PERIMETER OF THE PLASTERED AREA, CAN SMALL AREAS. A WEEP 5CREED AT THE 50TTOM OF THE WALL AND SCRATCHING SHOULD ALWAYS BE HORIZONTAL AND PROVIDE A VAPOR BARRIER To RETAIN THE M015TURE SECTION OF ROOF FLASHING MUST HAVE AN END LAP a OVER OPENINGS SERVES TWO IMPORTANT PURPOSES - IT SHOULD BE 1/4 INCH DEEP. BETWEEN THE MEMBRANE AND PLA5TER, CARE MUST BE AT LEAST 4 INCHES FOR WOE) SHINGLES AND SHAKES, BUTYL RUBBER FLA5HiNGS:. PROVIDES A 5CREED THAT HELPS ENSURE UNIFORM EXERCISED IN PLACING THE FILM: IF TOO SOON, THE FILM AND AT LEAST & INCHES FOR 6LATE AND TILE ROOFS, COAT THICKNESS, AND IT PROVIDES A PLACE FOR WATER 5CRATCH-COAT THICKNE55: MAY DAMAGE 5URF AGE TEXTURE: IF TOO LATE, THE 00 NOT USE BUTYL FLASHING NEAR ANY A5PHALT-BA51ED THAT LEAKS INTO THE WALL TO ESCAPE. MOISTURE MAY HAVE ALREADY ESCAPED, FIRODUCT5. THE BUTYL AND THE ASPHALT PRODUCTS THE SCRATCH COAT SHOULD BE APPROXIMATELY 3/8 FRONT WALL FLASHING- WILL BOTH DRY OUT FASTER AND L005E THEIR ADHESION. FOUNDATION WEEP 5CREED AT FRAME WALL5: INCH TO 1/2 INCH THICK - THICK ENOUGH TO JUST COVER (3) CANVAS, CLOTH, OR SHEET MATERIAL BARRIERS CAN THESE SPECIFICATIONS MEET OR EXCEED THE REQUIREMENTS OF: THE WIRE, BE ERECTED TO DEFLECT SUNLIGHT AND WIND, BOTH OF INSTALL UP THE ROOF UNTIL YOU REACH THE BASE OF NONSTICK FLAWNG5. SECTION R103.12.1 WEEP 5CREED5 WHICH WILL REDUCE THE RATE OF EVAPORATION. IF THE THE VERTICAL WALL. ADJUST THE EXPOSURE OF THE LAST BROWN COAT: HUMIDITY 15 VERY LOW, TH15 OPTION ALONE MAY NOT FEW COURSES, IF NECESSARY, 50 THE LAST COURSE 15 AT NOT ALL FLEXIBLE FLA5HING5 ARE 5ELF-ADHERING. 50ME MUST ACCE55ORY USED TO TERMINATE PORTLAND CEMENT BASED PROVIDE ADEQUATE PROTECTION. LEAST 8 INCHES WIDE. BE SECURED WITH STAPLES OR ROOFING NAILS. WHILE STUCCO AT THE BOTTOM OF EXTERIOR WALL5. TH16 ACCE55ORY THE BROWN COAT (WHICH 15 ACTUALLY GRAY, LIKE CUT AND BEND A CONTINUOUS METAL FLASHING STRIP GENERALLY THINNER AND THE QUICKEST WAY TO DETERIORATE SHALL HAVE A SLOPED GROUND OR 5CREED FLANGE TO OTHER CEMENT STUCCO), 15 A SMOOTH COAT, USUALLY PAINTING STUCCO: THAT EXTENDS AT LEAST 5 INCHES UP THE VERTICAL IN SUNLIGHT, THESE AIRE OFTEN THE BE5T CHOICE FOR APPLYING FACILITATE THE REMOVAL OF M015TURE FROM THE WALL CAVITY "RODDED" WITH STRAIGHT EDGES AND WOODEN FLOATS. WALL AND AT LEAST 4 INCHES OVER THE LAST SHINGLE BENEATH 51DING AND TRIM IN CON515TENTLY COLD AND A VERTICAL ATTACHMENT FLANGE NOT LE55 THAN 3 1/2 IT 15 APPLIED AS 50ON AS THE SCRATCH COAT NEWLY APPLIED STUCCO SHOULD BE ALLOWED ABOUT COURSE. TEMPERATURES, OR WHEN THE SURFACE 15 ROUGH AND INCHES LONG. REACHES SUFFICIENT RIGIDITY TO CARRY THE BROWN 30 DAYS TO CURE BEFORE PAINTING, DEPENDING ON THE WHEN INSTALLING THE METAL FLASHING STRIP OYER THE DIRTY -FACTOR$ THAT CAN DIMIN15H THE BOND OF INSTALLATION OF EXTERIOR LATH AND FRAMING SHALL COMPLY COAT. THIS 15 USUALLY AT "THUMB PRINT HARD" AND WEATHER CONDITIONS - TESTING THE PH LEVEL 15 THE LAST SHINGLES, EMBED IT IN ROOFING CEMENT AND NAIL PEEL-AND-5TICK FLA5HING5. COVER NONSTICK FLASHING AS WITH THE APPLICATION REQUIREMENTS OF A5TM C 1063. CAN BE DONE ON THE SAME DAY. BEST WAY TO DETERMINE PAINT READINESS. PAINT IT TO THE ROOF ONLY. 50ON AS P0551BLE TO PROTECT IT FROM SUNLIGHT. MANUF. HAVE A MAX. PH LEVEL (APPROX. 10), DO NOT NAIL THE FLASHING STRIP TO THE WALL, STUCCO CONTROL JOINTS; BROWN COAT THICKNE55: EX15TING STUCCO 5URFACE5 SHOULD BE POWER-WA5HED APPLY AN ADDITIONAL ROW OF SHINGLES - TRIMMED TO DRAINAGE PLANE: AND ALLOWED TO THOROUGHLY DRY BEFORE PAINTING. THE WIDTH OF THE FLASHING - OVER THE FLASHING AND CONTROL JOINTS ALLOW FOR THE THERMAL EXPAN51ON THE BROWN COAT 15 GOMP05ED OF SLIGHTLY MORE DO NOT USE A WATER BLASTER, AS THE PRESSURE CAN EMBEDDED IN ASPHALT PLASTIC ROOFING CEMENT. AN AIR SPACE BEHIND THE 61DING (1/4-TO 3/8-INCHE5 15 AND CONTRACTION OF THE PLASTER MEMBRANE. 5AND THAN THE SCRATCH COAT MIXTURE, AND DO SEVERE DAMAGE TO THE STUCCO, ENOUGH) WILL ALLOW WATER TO DRAIN AND THE BACK51DE OF CONTROL JOINT SHOULD BE APPLIED OVER THE METAL THEREFORE IT 15 MORE MANAGEABLE BUT SLIGHTLY STUCCO SHOULD BE PAINTED ONLY WITH 61DEWALL FLA5HING- SIDING TO DRY, LATH AT EITHER A MAXIMUM D15TANCE OF 15 LINEAR FEET WEAKER IT SHOULD BE APPLIED 1/4 To 3/6 INCH THICK, ACRYLIC -BASED PAINTS WITH ADEQUATE VAPOR OR A MAXIMUM OF 144 SQUARE FEET OF STUCCO SURFACE. APPLY THE BROWN COAT EVENLY AS POSSIBLE. AN TRAN5115510N CHARACTERISTICS, AS THESE PREVENT UNEVEN BROWN COAT CAN LEAL) TO AN INCONSISTENT NEW M015TURE-RELATED PROBLEMS WITHIN THE HOUSE. SHINGLE ROOFS (ASPHALT, 5LATE, OR WOOD) THAT BUTT WELL DRAINED WALL 5Y5TEM5: THE DEPTH OF THE GROUND OF THE CONTROL JOINT THICKNE55 IN THE FIN15H COAT, CAUSING 50ME AREAS OF CONTROL JOINT BACKER ROD: AGAINST VERTICAL WALL5 ARE BEST PROTECTED BY SHOULD BE DESIGNED TO FIN15H FLUSH WITH THAT OF THE THE FIN15H COAT TO DRY BEFORE OTHERS. THE RESULTS METAL STEP FLASHING PLACED OVER THE END a EACH DIFFERENT 51DING6 CALL FOR DIFFERENT DRAINAGE DETAILS. WEEP 5CREED5 AND PLA5TER&TOP5, 15 A SPLOTCHY OR "MOTTLED" COLOR COAT AND BACKER ROE) SHOULD BE USED TO FILL LARGE GAPS SHINGLE COJR5E. TYPICAL DETAILS FOR WELL -DRAINING WALL$ ARE SHOWN FOR LATH SHALL BE DISCONTINUED BEHIND THE CONTROL EXCE551VE HAIRLINE CRACKING. AND CONTROL THE DEPTH . M06T BACKER RODS TODAY CUT STEP FLASHING PIECES TO BE 10 INCHES LONG AND 2 DIFFERENT TYPES OF 510ING: JOINT. ARE MADE OF FOAM AND COME IN DIAMETERS FROM 114 INCHES WIDER THAN THE SHINGLE EXP05URE E.G. 1 BOARD 510ING, SHAKE AND SHINGLE 51DIING AND VINYL SIDING. FIN15HED COAT: INCH TO 2 INCH AND UP. CH005E A BACKER ROE) THAT 15 JUST A LITTLE LARGER THAN THE JOINT 50 IT WILL STAY INCHES FOR ROOF 5HINGLE5 WITH A 5 INCH EXPOSURE. IN EACH CASE, AN AIR SPACE MUST BE CREATED BEHIND THE OVER THE RIM J015T AT THE INTERSECTION BETWEEN AFTER THE CURING PERIOD, A FIN15H COAT CAN BE IN PLACE AND ALLOW YOU TO CONTROL THE DEPTH OF BEND THE 10 INCH LENGTH TO EXTEND 5 INCHES OVER THE ROOF DECK AND 5 INCHES UP THE WALL SURFACE. 51DING AND AN EXIT PROVIDED FOR THE WATER TO DRAIN OUT. FLOORS TO ACCOMMODATE SHRINKAGE IN THE FLOOR APPLIED. THE SEALANT. J015T. FLASHING DETAILS: 1.) NEVER RELY ON THE 5TICKINE55 OF PEEL-AND-5TICK FLA5HING5 FOR SHEATHING: THE BONE) 15 UNLIKELY TO LAST OVER THE LIFE-5PAN OF THE HOUSE. 2.) ALWAYS LAP FLASHING UNDER THE SHEATHING WRAP ABOVE FLASHING WINDOWS: DO NOT X-CUT SHEATHING WRAP AT OPENING5. IN5TEAD I -CUT THE SHEATHING WRAP, RUNNING THE KNIFE HORIZONTALLY ALONG THE ROUGH OPENING AT THE HEAD OF THE 5ILL, THEN SLITTING VERTICALLY IN THE CENTER OF THE OPENING. TH15 WAY, THE WINDOW FLANGE CAN BE SLIPPED UNDER THE SHEATHING WRAP WHEN INSTALLING THE WINDOW, 5ILL DETAILS: INSTALL A BEVELED CANT STRIP OR NARROW DAM STRIP TO THE ROUGH OPENING 5ILL, THEN WRAP THE 5ILL WITH SHEATHING WRAP OR A FLEXIBLE FLASHING MEMBRANE. MAKE SURE TH15 MEMBRANE DRAPES OVER THE SHEATHING WRAP BELOW, ALL SHEATHING WRAPS MUST BE INTEGRATED WITH FLASHING MATERIAL$. IT'5 NOT ENOUGH TO WRAP A HOUSE, AND THEN SIMPLY X-CUT THE OPENINGS AND FOLD THE FLAPS INSIDE. FOLLOW THE GUIDELINES FROM THE DETAIL SHEETS WHEN INSTALLING ANY SHEATHING WRAP, WINDOW AND DOOR 5PLINE5: WINDOWS AND DOORS SHOULD BE FLASHED WITH FELT PAPER OR FLEXIBLE FLASHING SPLINES. THE 5PLINE5 SHOULD BE INSTALLED AFTER THE 5ILL FLASHING, AND THE SHEATHING WRAP SHOULD GO ON AFTERWARDS OR BE 5LIT 50 IT LAPS OVER THE SPLINES. FLANGED WINDOW HEADS DO NOT NEED ADDITIONAL FLASHING. THE NAILING FIN WILL DO A GOOD JOB 5EALING THE HEAD IF IT CAN BE TUCKED BENEATH THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, LEAVE A 1/4- IN. GAP BETWEEN THE 51DING AND THE WINDOW ALONG THE HEAD, 13UT DO NOT CAULK TH15 GAP: OTHERWISE, WATER THAT RUNS BEHIND THE 51DING ABOVE WON'T HAVE A PLACE TO DRAIN. IF THE FLANGE CANNOT BE TUCKED UNDER THE SHEATHING WRAP WHEN THE WINDOW 15 INSTALLED, 5LIT THE WRAP AND ADD HEAD FLASHING, UNFLAINGED WINDOWS WILL NEED A ADDITIONAL METAL Z-FLA5HING ABOVE THE HEAD CA51NG OR BRICK MOLD. MAKE SURE TH15 Z-FLA5HlWj LAPS UNDERNEATH THE SHEATHING WRAP, MULLED WINDOWS AND WINDOW WALLS MUST HAVE A CONTINUOUS HEAD FLASHING: THE MANUFACTURER'S MULLION COVER WILL NOT PREVENT WATER FROM RUNNING BETWEEN THE WINDOW UNITS FROM ABOVE. ROUND -TOP WINDOWS SHOULD BE FLASHED WITH PEEL-AND-5TICK FLEXIBLE FLASHING. SLIT THE SHEATHING WRAP AND SLIP IT UNDERNEATH, LETTING IT DRAPE OVER THE WINDOW TOP. THEN CUT THE FLASHING TO CONFORM TO THE NAILING FIN. RELY ON PROPER LAPPING OF THE FLASHING, NOT ON CAULK, FLA5PIN6 DOORS: OVER WOOD FLOORS, DOOR THRE5HOLD5 SHOULD BE FLASHED WITH A METAL PAN OR Z-FLA5HING. 6LA55 SHOULD BE FORMED WITH A `&EAT` TO HOLD THE THRESHOLD. FLASHING LEDGERS AND BEAMS: LEDGER FLASHING NEEDS TO BE MORE THAN A Z-FLASPING RUNNING ALONG THE TOP EDGE OF THE LEDGER BOARD. USE METAL COIL STOCK SLIPS UNDER THE SHEATHING WRAP ABOVE THE LEDGER, AND DRAPES OVER THE 5PEATPING WRAP BELOW THE LEDGER ALTEI;NATIVELY, BUILD A DECK COMPLETELY FREE-5TANDING FROM THE WALL, OR INSERT 5PACER5 BETWEEN THE LEDGER BOARD AND THE WALL, 50 IT STANDS OUT AN[) ALLOWS WATER TO DRAIN FREELY, CANTILEVERED DECK OR BALCONY J015T5 THAT PROTECT THROUGH THE WALL FRAMING ARE TROUBLE SPOTS. FLA5H WITH TWO-PIECE FLASHING MEMBRANE. FLASHING WALL PENETRATIONS: ELECTRICAL FIXTURES: INSTALL ELECTRICAL BOXES AND LIGHTING FIXTURES ON HEMMED METAL FLA5HlWj5 PLATE. DO NOT TAPE THE PLATE OVER THE SHEATHING WRAFi SLIT THE SHEATHING WRAP AND TUCK IT BENEATH. MECHANICAL PENETRATIONS: GAS LINE, CONDUIT, WATER SPIGOTS, AND SMALL PENETRATIONS SHOULD BE FLASHED WITH TWO-PIECE METAL FLASHING PLATE. 5EAL THE TWO PLATES WITH "LOW MODULES" URETHANE GAULK 51DEWALL FLASHING: BECAUSE OF THE VOLUME OF WATER THAT CAN POUR DOWN A SLOPED ROOF, ONIE OF THE M05T CRITICAL FLASHING DETAILS OCCURS WHERE A ROOF INTER5ECT5 A 51DEWALL. THE ROOF SHOULD BE FLA5HED WITH A STEP FLASHING, WHERE THE ROOF TERMINATE5, INSTALL A KICK -OUT TO DEFLECT WATER AWAY FROM THE 51DING, THOUGH NOT ALWAYS P0551BLE IN THE SCHEDULE, IT'5 BEST TO INSTALL A FULL 36-IN. PIECE OF RUBBERIZED ASPHALT FLASHING ON THE WALL BEFORE THE 5UBFA5CIA AND TRIM BOARDS ARE NAILED IN PLACE, AND THEN COME BACK TO INSTALL THE KICKOUT. DAVIS BEWS DESIGN GROVP 150 SrATE STREET EAST OLDWAlk, FLORMA 3*77 80 . 925 . 1300 TM 80. 925.1800 FAX VVWWDAVlSBEVkSC0M TAMPA o ]DE24VOk EST. 1994 C) C) C%4 0 :u C) = Z> V) c) M Ln < z 0- 2: (1) Ln < LL e-,% i_-� � ty) ca z E .00 z w z Lu IT -i C) z z< z Q. a. UZ80 V) ro- U z u ZCk 2 § zz wo W V g 20: o>. Lu 0 LcLe Call Lu 8 W) zz o u z z uj z CL b 0 < lb 0-4 cy- z 0 Lu LL F_ 1_41 Llr) Lu z C) < 0 cl-4 Lu z z U z z 0 Lu 0 u uj z F_ (D �_q z 0 0 " P uj ca z 0 15 F_ rn 0- uj ko m SCALE AS NOTED DATE 10-19-2018 VERSION NO. loo SHEET NO. DT6 BASE FLA$ 61, MIN. OVE PANEL TAPE SEAL METAL ROC ROOF FELT sQa.- USE A TWO-PIECE METAL RASP% TO ACCOMMODATE THE DIFFERENTIAL MOVEMENT BETWEEN WALLS (OR CHIMNEYS, SKYLIGHTS, AND ROOF HATCHES) AND METAL ROOF PANELS. FASTEN THE BASE FLASHING TO THE ROOF PANEL, 13UT NOT TO THE COUNTERFLA5HING. SLOPE ROOF WALL DETAIL SCALE: N75 P�� -�V A li � T- A�1,- ITI-1 AT AF (IF 5 [VALLEY CRICKE7 DUAIL I SCALE: NJ.5. UNDEIRLAYMENT VENT PIPE BEAD OF ASPHALT PLASTIC CEMENT BETWEEN PIPE AND FLANGE - SHINGLE CUT TO FIT OVER PIPE AND SET IN ASPHALT PLASTIC CEMENT PREFROMED FLANGEPLACED OVER PIPEAND SET IN ASPHALT PLASTIC CEMENT N� NOTE: I-, VENT PIPES ARE SEALED WITH A NEOPRENE BOOT AND A METAL BASE THAT 15 WOVEN INTO THE ROOF SHINGLES 2 VENT PIPE FLASHING L r5r-ALE: N.T.S. SHEATHING M HOUSE WRAP 5"6" DIVERTER FLASHING W/ 120 KICK -OUT FLASHING, EXTEND 1-1/211 BEYOND R09 EDGE m HOUSE WRAP --------------- 6 KICKOUT FLASHING DETAIL - FRAME 1 SCALE: N.T.5. UPPER AND SIDE SHINGLES OVERLAP FLANGE. SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLAWGE OVERLAPS LOWER SHINGLES TAR / BULL MASTIC OVER STEP FLA5HIWG 1/8" 5TUCCO PER A5TM OVER LATH ROOFIWG 56 CONT. FLASHING PEEL AND STICK MEMBRANE BETWEEN HOUSE WRAP LAYERS PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W/ DRIP / DIEM% FOR HOUSE WRAP, LATH AND STUCCO SIDING ADHERE SHINGLES TRIMMED TO COVER FLA5HIWG STRIP NAIL FLASHING STRIP OVER CUTOUTS IN COURSE BELOW ASPHALT PLASTIC CEMENT TOP CaR5E AT 5' MIN.---� LEAST 8" WIDE 4" LEAVE GAP TO CUTOUT FRONT WALL NOTE: PLAN SHINGLE LAYOUT 50 THAT THE LAST COUR5E 15 AT LEAST 8" WIDE. INSTALL CONTINUOUS METAL FLASHING OVER THE LAST COURSE AND SET IN ASPHALT PLASTIC CEMENT. DO NOT NAIL THE STRIP TO THE WALL. APPLY AN ADDITIONAL ROW OF TRIMMED SHINGLES SET IN ASPHALT PLA571C CEMENT. 3 FLASHING AGAINST WALLS 1 SCALE: N15. �j CM.U. I VxV DIVERTER FLA6WIN6G W1 120 KICK -OUT FLASHING, EXTEND 1-1/2" BEYOND ROOF EDGE 7 1 KICKOUT FLASHING DETAJL - CMU SCALE: N.T.5. TAR / BULL MASTIC OVER 56 CONT. FLASHING 5/81, STUCCO =0 0 IT 56 CONT. FLA5HIWj PROVIDE I" CLEARANCE BETWEEN WALL AND FASCIA W1 DRIP / STUCCO 4 [�RAFTSTOPPING DETAIL ALE: N.T.S. VALLEY CENTEWNE ROOF SHEATHING ROOF TRUSSES Z54� �*N r? EXTERIOR BLOCK WALL DRAFT5TOPPi% IN ACC0RDANCE W1 F.BL.-R SOFFIT FASCIA 36" - WIDE MEMBRANE EXTRA FASTENER IN END OF SHINGLE EXTEND SHINGLE 12"MIN. BEYOND VALLEY GENTER-INE 8 1 ASPHALT SHINGLE CLOSED -CUT VALLEY SCALE: NJ5. - 1 F%VYIW6 1 1111. SLOPE PER CODE I - i DAM BEWS DESIGN GROVP L50 SrATE STR= EAST OUWAA& RjORMA 34677 813. 925.1300 TM 813. 92.5. 1800 FAX VVVVW.DAVLSBEV*l&C0M TAMPA 9 E>ET4VFPL EST. 1994 C) C) CN 0 cu r, (7; :u ci 1.4 z =3 ko U-) en Z5 U) m Ln w 0 Ln L- u- CL >� m ce U CL 00 z E z wz c) IT UJI C�l �z LLJ z g &I - MIL u 4 , 80 or- 0 0 z uj u z 8 z 0 w U, wo Lo w u J 8 ui V) Z Z 0 8 z LLJ z 0 0 u < b F- z 0 UJ LL 0--s Lu z rNII Lu z 0 z U z z 0 Lu 0 u ui z 0 z z Lu z 0 4� F- r-1 1 10- jUJ 1 10 SCALE AS NOTED_ DATE: 10-19-2018 VERSION NO. 100 SHEET NO. DT71 I - i DAM BEWS DESIGN GROVP L50 SrATE STR= EAST OUWAA& RjORMA 34677 813. 925.1300 TM 813. 92.5. 1800 FAX VVVVW.DAVLSBEV*l&C0M TAMPA 9 E>ET4VFPL EST. 1994 C) C) CN 0 cu r, (7; :u ci 1.4 z =3 ko U-) en Z5 U) m Ln w 0 Ln L- u- CL >� m ce U CL 00 z E z wz c) IT UJI C�l �z LLJ z g &I - MIL u 4 , 80 or- 0 0 z uj u z 8 z 0 w U, wo Lo w u J 8 ui V) Z Z 0 8 z LLJ z 0 0 u < b F- z 0 UJ LL 0--s Lu z rNII Lu z 0 z U z z 0 Lu 0 u ui z 0 z z Lu z 0 4� F- r-1 1 10- jUJ 1 10 SCALE AS NOTED_ DATE: 10-19-2018 VERSION NO. 100 SHEET NO. DT71 TAMPA VER 8 TAMPA VER 8 TAMPA VIER 8 --y TAMPA VIER 8 _*"4 TAMPA VER 8 TAMPA VIER 8 FRAMED WALL VVITH OSB SUBSTRATE ATTACH AT TOP ONLY STEP 3.2 TO ALLOW SHINGLING MINIMUM OF 6" OF WRB. SELF -ADHERED SELF-SEALING FRAMED WALL WITH OSB SU ISTRA I E STEP I STEP 2 STEP 3 MEMBRANE (SSM/SAM) 18" X 24" SELF- FRAMER FRAMER STEP 3.1 FLASHING, SEALING CONSTRUCTS CONSTRUCTS INBOARD SUB - FASCIA Installed by Housewrap MEMBRANE ROOF ROOF HELD BACK 1 - INCH FLASHING, (aka: ROOF R( \RAFTER Target Flashing) TAIL Flashing tape Is to be Installed by framer Installed behind the SAM target flashing CMU WALL B(STEND PAST CMU WALL WOCID/CMU TRANSITION TAMPA VER 8 TAMPA VIER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VER 8 TAMPA VIER 8 MID WALL WEEP SCREED CONTROL JOIN 6 - INCH O.0 STEP 6.1 & 7 STEP 7 0 STEP8 STEP 9 CONTINUOUS L 4 - INCH METAL FLASHING Florida applications: STUCCO AND KICK -OUT 0 Ensure flashing is set 0 -ROOF SHINGLES ACCESSORIES, STEP 4 & 5 STEP 6 FLASHING TO flush to the wall and WEEP SCREED & METAL ROOF DRIP CAP METAL L FLASHIN EXTEND A over the underlayment. 5/8' MID WALL UNDERLAYMENT UNDERLAYMENT EDGE FLASHING DRIP CAP EDGE MINIMUM OF Seal these areas with 11� 1--0 CONTROL JOINT, &TIN SHINGLE FLASHING 0 2-INCHES FROM compatible flashing APPROVED cut and layer the 0 THE WALL cement over the entire SEALANT "target" SSM/SAM edge of the horizontal d ILI Lill Mingle 1-1/4" ROOFING ..00 flange including nail over the stucco RECOMMENDED BUT NAIL 6" O.C. ON penetrations. accessory NOT REQUIRED: THE TOP AND 4" TIN SHINGLE D.C. AT THE 4� ENSURE SSM IS MIN OF 12" X 1811, 0 '.00 BOTTOM OF THE DAY -LIGHTED Installed by Roofer. METAL L-FLASHING 0,,- AFTER ACCESSORIES A tin shingle (which ARE INSTALLED protects - - ling membrane from cladder's knife)-_ .0 TAMPA VER 8 TAMPA VIER 8 TAMPA VIER 8 TAMPA VIER 8 TAMPA VIER 8 WOOD FRAMED WALL TO CMU WALL TRANSITION STEP 10 HOUSE STEP 11 OSB; SUBSTRATE #6, 7/8" STUCCO WRAP REVIEW STEPS I - 10 CORNER BEAD STEP 12 STEP 13 #5, WIRE LATH HOUSE -WRAP ACCESSORY PAPER BACKED STUCCO # 4, 2nd LAYER OF WEATHER ROOF ENSURE HOUSE -WRAP WEEP UNDERLAYMENT DIAMOND MESH 2X SILL PLATE RESISTANT BARRIER (WRB) #3, 1st LAYER OF WRB IS LAPPED ON TOP OF SCRE ROLLED A MIN OF SELF -FURRING #1, 9- SELF - ACCESSORIES & 3-INCHES UNDER L LATH ADHERING SHINGLE SELF FLASHING 1�16 MEMBRANE MID WALL ADHERING MEMBRANE M KICK -OUT (SAM/SSM) CONTROL JOINI SO HOUSE -WRAP IS FLASHING FLASHING First apply LAYERED BELOW THE N approved primer %P TARGET FLASHING AT -APPROVED SEALANT / adhesive Y_ THE BOTTOM. 18" X 24" SELF- -------------- spray 1� ISAM SEALING Terminate / SSM on top or - 0 I MEMBRANE #21 MID WALL CMU and above the perforated flange 5/81, FLASHING (M STYLE) V11 (SSM/SAM), Installed CONTROL ENSURE SSM/SAM by Framer CMU JOINT Note: No Targ t Flashing Show IS DAY -LIGHTED > TIN SHINGLE UNDER HOUSE # 1 6, 5/8" STUCCO 14 tR HOUSE- 14 -WRAP, _J I WRAP IS I Installed by Roofer INSTALLED \CONTROL JOINT 01 D 4/SAM FLASHING & WEEP SCREED DETAIL SCALE: NOT TO SCALE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT SELF -ADHERED FLASHING FLASHING REQUIREMENTS SELF -ADHERED FLASHING WEATHER TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE PRODUCTS DETAILS R609.1 General. This section prescribes performance and construction requirements for exterior RESISITIVE BARRIER WOOD FRAME CONISTIR. 0.3 In : 12.0 in (0.6 cm : 30.5 cm) windows and doors installed in walls. Windows and doors shall be installed and flashed in accordance with the fenestration manufacturer's written instructions. Window and door openings shall be flashed TAPE:::S,,:,� 0'' EXTERIOR SELF -ADHERED FLASHINC. 3/4"-1" BEAD OF CONSTR. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND in accordance with Section R703.4. Written installation instructions shall be provided by the 3 SHEATHING BY LAPPING DOWN - OVER RIM JOIST A�D ui� ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 fenestration manufacturer for each window or door. 1-1 WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR Detail Instructions R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied 2 ...... ... ... BUILDING PAPER Refer to the number marked as # in each detail that corresponds to the over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the WEATHER SELF -ADHERED FLASHING numbered items in the list of instructions below: upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall 1 2 D RESISITIVE BARRIER IRE LATH be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to SEAL TOPS OF JOIST UNDER DECKING 1. Install self -adhered flashing in order as shown by numbers the top of walls and terminated at penetrations and building appendages in a manner to meet - - - - - - (SEE DETAIL WP07) SUBFLOOR 2. Install flashing and weather resistive barrier to form water shedding laps the requirements of the exterior wall envelope as described in Section R703.1. The water -resistive SELF -ADHERED FLASHING 3. Self -adhered flashing can be substituted for building paper barrier is not required for detached accessory buildings. 4. Split the release paper using the ripcord (Split release on demand, embedded in R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resl e RIM JOIST the adhesive layer) - for ease of installation and to minimize scoring cuts to prevent entry of water into the wall cavity or penetration of water to the building structural framing barrier above header to allow for flashing Installation 5. Remove all release paper per standard installation instructions and adhere to components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior 2. Self -adhered flashing plus head flashing under weather resistive barrier substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 3. Fold weather resisttve barrier back over head flashing and seal with tape 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The to corner flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings 8. Mechanically fasten as necessary shall be installed at the following locations: SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING WP03 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER extend to the surface of the exterior wall finish or to the water -resistive barrier complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply EXTERIOR SHEATHING_\ RUBBERIZED RUBBERIZED ASPHALT with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with ADHESIVE one or more of the following: ASPHALT HEATHING ADHESIVE SELF -ADHERED FLASHING 1. I.I.The fenestration manufacturer's installation and flashing instructions, or for applications not J .......... addressed in the fenestration manufacturer's instructions, in accordance with the flashing REFER TO TECHNICAL LETTER ON CHEMICA 3% To 5% SLOPE TOWAkDS manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall COMPATIBILITY SCORED SHOWER SIDE be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in SELF -ADHERED FLASH RELEASE PAPER such a manner as to direct water to the surface of the exterior wall finish or to the water resistive SELF -ADHERED FLASHING barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection fW(%F40R P PATCH at the head and sides. H A H N 2. 1.2.In accordance with the flashing design or method of a registered design professional. 2 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SHOWER 3. 1.3.In accordance with other approved methods. SELF -ADHERED FLASHING ...... 3 :7. SIDE 4. 1A.In accordance with FMA/AAMA 100, FMAI AAMA 200, FMA/WDMA 250, FMA/AAMA/ W DMA 300 or FMA/AAMA/WDMA 400. DHERED FLASHIN 2 ... 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with 2 5 SELF -ADHERED FLASHING ... 1 projecting lips on both sides under stucco copings. SELF -ADHERED FLASHING 3. 3.Under and at the ends of masonry, wood or metal copings and sills. NAILING FLANGE 1 '0001� 4 2 2 x RIPPED AS NEEDED 4. 4.Continuously above all projecting wood trim. 2 3" MIN 4 1/2" OSB FLITCH 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame DO NOT FLASH OVER 8 7 5 PLATES construction. BOTTOM NAILING FLANGE 6. 6.At wall and roof intersections. 7. 7.At built-in gutters. SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP06 SELF -ADHERED FLASHING WP08 SHOWER CURB DETAIL WP13 THESE DETAILS ARE GENERIC AND MEANT TO SHOW HALF ROUND WINDOW INSIDE CORNER OUTSIDE CORNER GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. DAVIS BEWS DESIGN GROV"IP L50 STATE STPLEET EAST OUDISMAR, R�OMA 34677 80 . 925 . L300 TM 813. 925. 1800 FAX MrWW.DAVI1sI3EWS.00M TAN4PA * MET4NqEP_ EST 1994 C) C) a-1 0 CD > Ln fn M In (1) - Ln LL 0� U 0.00 Ca. § I=- %. .0 Z ""' Z W z C) F- �z 12 Z Z g & Z80 V 0 W 0 LL, < X .J Uz< UZZ !� Z Nxtt < FL L, � -1 0 M! LL 8 F- U UJ � (0, LU o En Z Z Z Z Z 4 X 0 X P__4 0 < U < b P-4 D Z 0 LLJ U_ LLI Ce Z < C:> r4 LU Z 0 00� C) Z U Z Z 0 LLJ 0 U Z 0 Z Z LU Z 0 F- rn ko M SCALE AS NOTED DATE 10-19-2018 VERSION NO. 100 SHEET NO. . � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 1 1. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. GENERAL STRUCTURAL NOTES: 1. CODES & REFERENCES: 1.1. FLORIDA BUILDING CODE, RESIDENTIAL 6th EDITION. 1.2. AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318). 1.3. AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES (TIMIS 402/ACI 530/ASCE 5). 1.3.1 THE MASONRY SOCIETY DIRECT DESIGN HANDBOOK FOR MASONRY STRUCTURES (TMS 403). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES (ASCE-7). 1,5. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 1.6. DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 1.7. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (INDS) LATEST EDITION. 1.8. AMERICAN PLYWOOD ASSOCIATION DESIGN CONSTRUCTION GUIDE. (APA) LATEST EDITION. 2. DESIGN CRITERIA: 2.1. ROOF LOADING: LIVE 20 PSF DEAD 7 PSF FOR SHINGLE OR METAL 20 PSF FOR TILE 2.2. FLOOR LOADING: LIVE 40 PSF DEAD 15 PSF MIN. (SEE NOTE 2.4) 2.3. RESIDENTIAL BALCONY LOADING: LIVE 40 PSF DEAD 15 PSF 2.4. FINISH MATERIAL DEAD LOAD NOTES: 2.4.1. FINISH FLOORING MATERIALS NOT EXCEEDING 5 PSF HAVE BEEN ANTICIPATED IN THE NUMBERS ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIRECT THE TRUSS MANUFACTURER TO INCREASE THE TCDL OF THE FLOOR TRUSSES WHERE ANTICIPATED FINISH MATERIAL WEIGHTS WILL BE HIGHER. 2.4.2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE TRUSS MANUFACTURER AND ENGINEER IF ANTICIPATED FINISH MATERIALS OR FIXTURES WILL EXCEED THE STANDARD INDUSTRY LOADS. GENERALLY STANDARD FLOORING IS AS PER 2.4.1, STANDARD CEILING FINISH IS 5/81, OR LESS GYPSUM MATERIAL. NON-STANDARD LOADS WOULD INCLUDE PLASTER OR TILE CEILINGS, LARGE CHANDELIER OR FAUX BEAM POINT LOADS, STONE SOAKER TUBS, MUD SET TILE FLOORING, STONE FLOORING, ETC. 2.5. WIND LOADING SEE TABLE FOR CRITERIA. 3. SOIL: 3.1. MINIMUM ALLOWABLE SOIL PRESSURE IS ASSUMED TO BE 2,000 PSF AS PER TABLE R401,4.1. 3.2. THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CAPACITY & COMPACTION. 4. CONCRETE: 4.1. OPERATION INSTALLATION & PROCEDURE TO COMPLY WITH ACI STANDARDS. 4.2. CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 2500 psi @ 28 DAYS (U.N.O.). 4.3. REINFORCEMENT REBARS ASTM A615 GRADE 60 (U.N.O.). 4.4. WELD WIRE FABRIC (WWFASTM A185) or FIBER MESH PER ASTM C1116 TYPE III 4.13. USE0.1%BY`VOLUME MINIMUM (1.5 LBS / CU YD). 4.5. LAP SPLICES & HOOKS SEE TABLE. 5. MASONRY: 5.1. MASONRY CONSTRUCTION & MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 61TMS 602)," PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: & THE AMERICAN SOCIETY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5.2. GENERAL SPECIFICATION FOR MASONRY STRUCTURES: 5.2.1. TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY ENGINEER FOR THIS PROJECT. 5.2.2. COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI. 5.23. DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD. 5.2.4. UNIT STRENGTH METHOD IS NOT APPLICABLE. 5.2.5. QUALITY ASSURANCE IS NOT APPLICABLE. 5.2.6. GROUT SHALL COMPLY WITH ASTM C476. GROUT SHALL BE 3000 PSI U.N.O. & HAVE A SLUMP RANGE OF 8..1111. 5.3. PRODUCTS: 5.3.1. MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR. 5.3.2. MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3. REINFORCEMENT, PRE -STRESSED TENDONS, & METAL ACCESSORIES SHALL BE 60 KSI REBAR (MIN.). 5.3.4. WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5. STAINLESS STEEL IS NOT APPLICABLE. 5.3.6. COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7. CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8. PRE -STRESSING ANCHORAGE, COUPLERS, & END BLOCKS ARE NOT APPLICABLE. 5.3.9. JOINT FILLERS ARE NOT APPLICABLE. 5.3.10. LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4. EXECUTION: 5.4.1. PIPES & CONDUITS ARE NOT APPLICABLE. 5.4.2. ACCESSORIES ARE NOT APPLICABLE. 5.4.3. MASONRY EXPANSION AND CONTROL JOINTS AS INDICATED IN THE PLAN SET ARE RECOMMENDATIONS ONLY, UNLESS CLEARLY DELINEATED AS "REQ'D." 5.4.4. WHEN USED, MASONRY CONTROL JOINTS SHOULD BE INSTALLED IN THE LOCATIONS SHOWN ON THE FLOOR PLAN AT A MINIMUM, BUT SHOULD FOLLOW THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. MASONRY CONTROL JOINTS MAY BE INSTALLED IN ACCORDANCE WITH E/S1, HOWEVER, ALTERNATIVE ACCEPTABLE CONTROL JOINT TYPES INCLUDESTANDARD VERTICAL - UNKEYED CONTROL JOINT (3/8")., ANDMICHIGAN CONTROL JOINT'. 6. WOOD FRAMING: 6.1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, & SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 6.2. ALL LUMBER SHALL BE SOUND, SEASONED, & FREE FROM WARP. 6.3. FRAMING WALLS & COLUMNS 6.3.1. MINIMUM OF 3 PLY 2x STUD S.Y.P. COLUMNS TO BE INSTALLED @ BEAM OR GIRDER TRUSS BEARING LOCATIONS. UNLESS NOTED OTHERWISE. 6.3.2. ALL TRUSS BRACING LUMBER SHALL BE S.Y.P. #2 OR BETTER. 6.3.3. INTERIOR LOAD BEARING WALL STUDS TO BE SPACED @ 16" O.C. & SHALL BE S.P.F. #2 OR BETTER, U.N.O. 6.3.4. TYPICAL AT ALL LOAD BEARING S.P.F. COMPONENTS, #2 GRADE SHALL BE USED FOR 2x4, FOR 2X DEPTHS GREATER THAN 2x4, #2 GRADE OR BETTER MAY BE USED. ALL 4x MATERIAL MAY BE #2 GRADE U.N.O. 6.3.5. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER, AND MAY BE SPF. 6.3.6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-O @ MID -HEIGHT, & SHEATHING JOINT. BRACE GABLE END WALLS @ 4'-O O.C. MIN. 6.3.7. ALL LOAD BEARING WALLS SHALL HAVE S.P.F. DOUBLE TOP AND SINGLE BOTTOM PLATES & SHALL BE FASTENED PER DETAILS HEREIN. INTERIOR BEARING COLUMNS/STUD PACKS NEED NOT PENETRATE TOP AND BOTTOM PLATES AS LONG AS TOP PLATE IS OF A LUMBER GRADE EQUAL TO OR BETTER THAN THE BOTTOM CHORD OF THE TRUSS/JOIST ABOVE. 6.4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR NATURAL DURABLE WOOD. 6.5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. 1 1 -W-571 & BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 6.6. ALL SHEATHING TO BE SPAN RATED FOR APPROPRIATE APPLICATION. ALL ROOF SHEATHING TO INSTALLED WITH PLY CLIPS (MAXIMUM 24" O.C.). (SEE PLANS FOR SHEATHING THICKNESS.) FOR ALL SHEATHING ATTACHMENT, SEE TYPICAL NAILING SCHEDULE. INSTALL ALL SHEATHING WITH EDGE GAPS AS REQUIRED BY THE APA. 6.6.1. ROOF SHEATHING: SHINGLE OR METAL, 7/16" MIN. THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. AT TILE USE MIN. 15/32" THICK APA RATED SHEATHING SUPPORTED OVER 24" MAX. SPAN. CONTRACTOR SHALL ADJUST MIN. SHEATHING CRITERIA, IF NECESSARY, TO ACCOMODATE THE TILE MANUFACTURER'S WARRANTY REQUIREMENTS. THE MOST STRINGENT SHALL CONTROL. 6.6.2. WALL: 7/16"MIN. THICK SUPPORTED OVER 24" MAX. SPAN. 6.6.3. FLOOR: CARPET, VINYL, WOOD, ETC., 3/4" MIN. TONGUE & GROOVE SUPPORTED OVER 24" MAX. SPAN CERAMIC TILE, MARBLE, ETC., SEE MANUFACTURERS RECOMMENDATIONS ANDIOR WARRANTY REQUIREMENTS.. 6.7 ALL NAILING & BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED & SUPPLIED BY SIMPSON STRONG TIE CO., USP, OR EQUIVALENT. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER BCS1 RECOMMENDATIONS & SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM (U.N.O.). 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. 6.11 INTERIOR SHEAR WALL SHALL BE CONSTRUCTED BY ATTACHING 7/16" APA RATED SHEATHING TO ONE SIDE WITH NAILING PATTERN PER '07S2, ATTACH TO SLAB WITH 1/2" DIA, x 10"A.B. @ 24" O.C. OR TO WOOD FLOOR SYSTEM WITH (2) SIMPSON SDS25600 @ 24" O.C. MAX. TO FLOOR TRUSSES OR BLOCKING AS APPLICABLE. AT TOP PLATE ABOVE ATTACH WITH SIMPSON HTS16 OR TO BLOCKING ABOVE @ 24" O.C. AS PER DETAIL TVS2. 7. MICRO -LAM LUMBER (ALSO LVL, PARALLAM, ETC.) 7.1 STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES 7.1.1 E=2,000,000 PSI 7.1.2 Fb=2950 PSI 7.1.3 Ft--1850 PSI 7.1.4 Fc--500 PSI (PERP) 7.1.5 Fc--2700 PSI (PARALLEL) 7.1.6 Fv=285 PSI GENERAL NOTES: PRE-ENGINEERED WOOD PRODUCTS: 0 ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. * ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT & AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS & LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS @ THIS TIME & RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 0 ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED & INSTALLED USING MOST RECENT BCSI RECOMMENDATIONS. TEMPORARY & PERMANENT BRACING SHALL BE PER MOST RECENT BCSI RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY & UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. 0 NOTE: UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. 0 TRUSS CONNECTIONS SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. 0 THE ENGINEERING DETAILS SHOWN HEREIN SHALL CONTROL IF THERE IS A DIFFERENCE OF CONNECTOR SPECIFICATIONS IN ANY OTHER PART OR PORTION OF THE PLAN SET. PRECAST CONCRETE COMPONENTS: 0 THE USE OF PRE -CAST & PRE -STRESSED CONCRETE COMPONENTS IS ANTICIPATED IN THIS DESIGN, NAMELY LINTELS AND WIND RESISTANT SILLS SHALL BE USED THROUGHOUT UNLESS SPECIFICALLY STATED OTHERWISE. ALL COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED & PLACED BASED ON THE DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CASTCRETE. USE OF CASTCRETE LINTELS AND SILLS OR A STRUCTURAL EQUIVALENT BY ANOTHER MANUFACTURER IS REQUIRED. MANUFACTURED PRODUCTS: 0 ALL MANUFACTURED PRODUCTS SUCH AS: ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. - - 0 THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED & THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS & CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. 00 NOTE: ENGINEER OF RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A FORM OF PRODUCT APPROVAL OR ENDORSEMENT. FRAMING, DRYWALL & TRIM: 0 ALL WALLS & KNEE WALLS SURROUNDING STAIRWELLS ARE TO BE FRAMED @ 16" O.C. TO PROTECT FROM FALLING HAZARD. 0 ALL KNEE WALLS WHICH ALSO ACT AS GUARDRAILS SURROUNDING STAIR, BALCONY, OR VOLUME AREAS SHALL BE ANCHORED SUFFICIENT TO RESIST THE LATERAL AND/OR VERTICAL LOADS REQUIRED BY CODE FOR FALL PROTECTION. THE FOLLOWING SUGGESTED ATTACHMENTS ARE INTENDED TO PROVIDE A BASE GUIDELINE IN THE ABSENCE OF ANY OTHER DIRECTIVE AND SHALL APPLY WHERE AN ALTERNATIVE "SYSTEM" IS NOT BEING USED, OR U.N.O. so AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PERPENDICULAR, AT 48" O.C. MAX. (1) 2X4 STUD WITHIN THE KNEE WALL SHALL PENETRATE THE BOTTOM PLATE OF THE KNEE WALL AND FLOOR SHEATHING AND SHALL "SISTER" ALONGSIDE THE FLOOR TRUSS/JOIST/BEAM AND SHALL NAIL TO THAT FLOOR TRUSS WITH 63) 0.131 X 3-1/2"NAILS AT BOTH THE TOP CHORD AND BOTTOM CHORD, OR IF THE TRUSS HAS A VERTICAL WE COMPONENT AT THE "SISTERED' LOCATION (6) 0.131 X 3-1/2" NAILS EQUALLY SPACED AND STAGGERED MAY BE USED ALONG THE LENGTH OF THE "SISTERED" STUD INTO THE VERTICAL WEB 00 AT LOCATIONS WHERE THE FLOOR SYSTEM BELOW THE GUARDRAIL IS PARALLEL TO THE GUARDRAIL, THE BOTTOM PLATE OF THE GUARDRAIL KNEE WALL SHALL BE ATTACHED TO THE PARALLEL FLOOR SUPPORT BELOW WITH �2) ROWS OF SIMPSON SDS25600 SCREWS AT 8" O.C. ALONG THE LENGTH OF THE KNEE WALL. IN ADDITION, HE SIDE OF THE KNEEWALL ADJACENT TO THE OPENING SHALL BE FULLY SHEATHED WITH 7116" OSB OR EQUAL FROM THE TOP PLATE OF THE KNEEWALL TO THE BOTTOM OF THE FLOOR SUPPORT BELOW, NAILED PER THE 'WALL' NAILING PATTERN (SHEATHING MAY BE VERTICALLY ORIENTED), BRIDGING THE HINGE POINT. ON THE NON -OPENING SIDE OF THE KNEEWALL, THE KNEE WALL STUDS SHALL ATTACH TO THE BOTTOM PLATE WITH SIMPSON SP1 CONNECTORS AT EACH STUD. 00 IF A GUARDRAIUKNEE WALL TERMINATES AT A FULL HEIGHT WALL, A CRIPPLE STUD SHALL BE SISTERED TO THE FULL HEIGHT STUD AND SHALL BE NAILED WITH (6) 0.131 X 3-1/2" NAILS STAGGERED AND EQUALLY SPACED, AND THE DOUBLE TOP PLATE OF THE KNEE WALL SHALL BE NAILED TO THE FULL HEIGHT STUD WITH (4) 0.131 X 3-1/2- TOE NAILS. THIS ATTACHMENT SHALL ALSO APPLY AT ALL CHANGES OF DIRECTION AT THE KNEE WALL. 0* ALL KNEEWALLS THAT ALSO FORM GUARDRAILS SHALL HAVE DOUBLE 2X TOP PLATES, STRUCTURALLY CONTINUOUS. :0 EACH STUD WITHIN THE KNEEWALL SHALL BE ATTACHED TO BOTH THE TOP AND BOTTOM PLATES WITH (3) 0.131 X 3-1/2"TOE NAILS OR EQUAL. 0 UNDERSTANDING THAT THESE ATTACHMENTS AND WALL CONFIGURATIONS MAY VARY GREATLY AND THAT NUMEROUS "SYSTEMS" ARE AVAILABLE IN THE MARKETPLACE TO PROVIDE SUFFICIENT RESISTIVITY FOR THESE LOADS, IT IS NOT THE INTENT OF THIS PROVISION TO LIMIT THE USE OF ALTERNATE ATTACHMENTS. BRICK & STONE: 0 BRICKISTONE SHALL BE SELF SUPPORTING. MASON SHALL PROVIDE ANGLE SUPPORT AT OPENINGS SUCH THAT IT SPANS THE OPENING & DOES NOT ADD WEIGHT TO HEADERS. HEADERS PROVIDE LATERAL SUPPORT ONLY. 0 AT MASONRY, USE 6"X6"X3/8" STEEL ANGLE W/ 1/2' DIA. X 5- SIMPSON TITEN HID ANCHORS @ 24" O.C. W/ 4' LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. 0 AT FRAME, USE 5"X5'X3/8" STEEL ANGLE W/ 3/8" DIA. X 4" LAG SCREWS @ 12" O.C. W1 4" LAP ONTO BRICK SUPPORT ON EITHER SIDE MINIMUM. ANGLE SIZE PER B.I.A. & F.B.C. CRITERIA, OR BY OTHERS. 0 BRICKtSTONE TIES, ANGLES SUPPORTS, AESTHETIC FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE TMS 402/ACI 530/ASCE 5 AS APPLICABLE. 0 VORTEX ENGINEERING, LLC. IS NOT RESPONSIBLE FOR BRICK(STONE INSTALLATION INFORMATION, AS BRICKtSTONE DESIGN IS BY OTHERS. 0 SECOND FLOOR AREAS NOT IN ALIGNMENT WITH FIRST FLOOR AREAS HAVE BEEN ASSUMED TO REQUIRE BRICKISTONE BEARING ON TRUSS SYSTEM BELOW. TRUSS MANUFACTURER TO INCLUDE ADDITIONAL DEAD LOAD FOR SUCH AREAS, & LIMIT DEFLECTION TO U600 IN THESE AREAS FOR PURPOSES OF BRICK SUPPORT. 0 FOUNDATIONS HAVE BEEN SIZED FOR THE ADDITIONAL DEAD LOAD DUE TO BRICKISTONE. 0 BRICKISTONE & ITS SUPPORT EXCEPT AS NOTED IS BY OTHERS. NOTED CRITERIA IS A MINIMUM STANDARD. TIES, FLASHINGS, WEEPS, CONTROL JOINTS, & ALL OTHER BRICKISTONE CRITERIA IS BY OTHERS. 0 THE NOTES ABOVE PERTAIN TO CLAY BRICK MASONRY & NATURAL STONE. SIMULATED PRODUCTS & VENEERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & THEIR FLORIDA PRODUCT APPROVAL OR MIAMUDADE NOA. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE IWI 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND lY8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6- O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SPECIFICATION FOR ANCHOR BOLTS (THE FOLLOWING SHALL APPLY U. N.O. I * ALL 1/2" DIA. A.B. INTO THE TOP OF A MASONRY KO BLOCK COURSE SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2"DIA. OR 5/8" DIA. A.B. INTO THE SIDE OF FILLED MASONRY SHALL HAVE A MINIMUM EMBEDMENT OF 5". 0 ALL 1/2" DIA. A.B. INTO THE TOP OF A GROUTED MASONRY STEMWALL SHALL HAVE A MINIMUM EMBEDMENT OF 6". 0 ALL 1/2" DIA, A.B. INTO THE TOP OF CONCRETE THICKENED SLABS SHALL HAVE A MINIMUM EMBEDMENT OF 711. 0 ANY DIFFERING NOTATIONS FOR EMBEDMENT MADE ON THE PLAN SET SHALL CONTROL. 0 THESE NOTES ARE SPECIFICALLY FOR ANCHOR BOLTS WITH A 90 DEGREE HOOK, THEY DO NOT APPLY TO ANY OTHER ANCHORAGE DEVICE. SPECIFICATIONS FOR THOSE DEVICES MUST ACCOMPANY THE NOTATION TO USE SAME. � � ULTIMATE WIND SPEED (Vult) 13S.S MP44 NOMINAL WIND SPEED (Valt) 106 MPH RISK CATEGORY - 11 WIND EXPOSURE C INT. PRE55URE COEFF. +/- 0.18 ENCLOSED MAX. MEAN ROOF HEIGHT 200' (ONE STORY) COMPONENTS AND CLADDING INTERIOR ZONE (ULTIMATE) COMPONENTS AND CLADDING END/EDGE ZONE (ULTIMATE) ROOF 0 10 SOFT + 26.1 / -453 PSF ROOF 0 10 SQFT 4 26.1 / -106.lPSF 0 20 SQFT + 24.2 / -43.4 PSF 6 20 SQFT 4 24.2 / -Ibc3.4 FSF 6 E70 SQFT + 203/ -42.2 FSF 0 50 SCFT 4 203/ -sofo FSF a 100 SQFT + 16.4 / -4125 PSF is 100 SOFT 4 18.4 / -63.1 FSF W WALL (Z) 0 10 SQFT + 453/ -4cll PSF WALL (9�) 6 10 SC�FT 4 45-3 / -6010 PSF I-- (��) * 20 S(2FT + 42.2 / -41.2 PSF (q) a 20 SQFT 4 42.2 / -56.8 PSF q (:g:) 0 50 SCFT + 40.1/ -43A PSF (:E) 0 50 SQFT 4 40.1/ -51.8 PSF I: IN 100 SQFT + 38.4/ -41.5 PSIF tv 100 SQFT + .38A / -503 PSF a 500 SQFT +33.8/ -31fo PSF a 500 SQFT 4 33,6/ -31.6 FSF ]�_ -1 GARAGE DOOR 6' WIDTH + 40A / -43.1 PSF GARAGE DOOR 8' WIDTH + 40.4/ -450 P-0-f: ­3 (�D 10' WIDTH * 3S.S/ -42.6 PSF (D 10' WIDTH 4 315Z / -44B PSF 12' WIDTH + 31B.1 / -42.1 PSF 12' WIDTH + 3c3.I / -44Z ' PSF 16'+ WIDTH + 38.2 / -413 PSF 16'+ WIDTH + 38.2 / -43.2 PSF C14ART 15 IN "ULTIMATE" PRESSURES. CHART 15 IN "ULTIMATE" PRESSURES. CHART MAY BE INTERPOLATED CHART MAY BE INTERPOLATED GARAGE DOOR PRESSURES A5SUI'E NO END ZONE GARAGE DOOR PRE55URES ASSUME TMAX IN END ZONE _j COMPONENTS AND CLADDING INTERIOR ZONE (ALLOWABLE) COMPONENTS AND CLADDING END/EDGE ZONE (ALLOWABLE) _q Z ROOF s 10 S(2FT + 15.1 / -21.2 PSP- ROOF a 10 SOFT + 15.7- / -64Z PSF - 6 20 SOFT + 14.5 / -260 PSF 6 20 SQFT + 14B / -51310 PSF F_ 0 50 SQFT + 12.2 / -253 PSF a 50 SQFT + 12.2 / -54.4 PSF () 0 100 SOFT + 110 / -24.13 PSF a 100 5(;�FT +110 / -50.2 PSF ;� WALL (�S) a 10 SQFT + 21.2 / -2c3B PSF WALL (9) 6 10 SOFT + 21.2 / -36.4 PSF w (�;�) 0 206QFT + 2E�3 / -283 PSF (:!�) 0 20 SQFT +25-3 / -34.1 PW _j (:I:) 0 50 SQFT + 24.4 / -26.0 PSF (:H) 6 50 S(S�FT +24.4 / -31.1 PW (a a 100 SQFT + 230 / -24.cJ PSF 6 100 SQFT + 23-0 / -30.2 PW -4 0 500 SQFT +203/-22/o PSF 0 500 SQFT + 203 / -22fo PSF 9 () GARAGE DOOR 6' WIDTH 10' + 24.2 / -25,1B PW GARAGE DOOR 8' WIDTH �+ 24.2 / -210 PSF WIDTH (��) -� 23.15 / -25.6 PSF (a) 10' WIDTH + 23.1B / -26.1 PSF j 12' WIDTH + 23-15 / -253 * PSF 12' WIDTH + 23B / -26A PSF _j 16'+ WIDTH ± 22.12I / -24h SF 16'+ WIDTH + 22.S / -25.S PSF q CHART IS IN "ALLOWA5LE/NOMINAL" PRESSURES. CHART 15 IN "ALLOWA5LE/NOMINAL" PRESSURES. CHART MAY BE INTERPOLATED CWART MAY BE INTERPOLATED I GARAGE DOOR PRESSURES ASSUME NO END ZONE - __ I GARAGE DOOR PRESSURES ASSUME TMAX IN END ZONE m BLOCKING DEFINED (THE FOLLOWING SFIAIEAPPM.N.O.) THROUGHOUT THIS PLAN THE TERM BLOCKING IS USED AS A GENERIC TERM. THIS NOTE SEEKS TO CLARIFY PROPER BLOCKING TECHNIQUE:' 0 BLOCKING SHALL BE THE SAME SPECIES AND LUMBER GRADE AS INDICATED IN GENERAL STRUCTURAL NOTE 6.3.4. 0 BLOCKING SHALL BE ATTACHED WITH (3) 0.131X3-1/2' TOENAILS INTO THE STUDS AT EITHER END, U.N.O. 0 BLOCKING IN A WALL CAVITY IS TO BE INSTALLED IN THE SAME ORIENTATION AS THE BOTTOM PLATE (HORIZONTAL AND FLATWISE), AND SHALL EXTEND TO FILL THE CAVITY FORMED BY THE STUDS. U.N.O. 0 BLOCKING WITHIN A FLOOR TRUSS WEB SPACE IS TO BE ORIENTED THE SAME AS THE END VERTICAL OF THE TRUSS (ON END), AND SHALL EXTEND FROM TOP TO BOTTOM CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO THE WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, U.N.O. * BLOCKING WITHIN A ROOF TRUSS WEB SPACE SHALL BE ORIENTED PERPENDICULAR TO THE BOTTOM CHORD, AND FLATWISE WITHIN THE PLANE OF THE TRUSS WEB, ON END. BLOCKING WITHIN THE TRUSS SHALL EXTEND FROM BOTTOM CHORD TO TOP CHORD, OR IF INTERRUPTED BY DIAGONAL WEB COMPONENTS, IT SHALL EXTEND FROM THE TOP CHORD, TO WEB MEMBER, AND A SECOND PIECE SHALL BE INSTALLED FROM THE WEB MEMBER TO BOTTOM CHORD, ALIGNED VERTICALLY, AS NECESSARY TO FACILITATE THE ITEM FOR WHICH BLOCKING IS NEEDED, U.N.O. 0 BLOCKING USED TO FILL VOID SPACE (I.E. THE VOID SPACE BETWEEN THE BOTTOM PLATE OF AN UPPER WALL TO THE MASONRY OR FRAME WALL BELOW WITHIN THE AREA TAKEN UP BY TRUSS WORK.) FOR TRANSFERRING UPPER POINT LOADS (I.E. - STUD PACKS) TO LOWER COMPONENTS SHALL BE INSTALLED IN THE SAME ORIENTATION, OF THE SAME WOOD TYPE AND GRADE, AND OF THE SAME NUMBER OF PLIES, AS THE STUD PACK ABOVE. * BLOCKING INSTALLED BETWEEN ADJACENT TRUSSES SHALL BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, AND SHALL BE ORIENTE ON EDGE. EXCEPTION: AT HIP AND VALLEY LOCATIONS BLOCKING WHICH SUPPORTS THE SHEATHING JOINTS MUST FOLLOW THE HIP OR VALLEY AND SHALL THEREFORE NOT BE PERPENDICULAR TO THE TRUSS CHORD BEING BLOCKED, U.N.O. 0 IN GENERAL BLOCKING INSTALLED AS PER THE CRITERIA ABOVE IS INTENDED FOR STRAPPING, BRACING, AND SUPPORT, U.N.O. SPECIFICATION FOR LANDINGS & STAIR CONSTRUCTION (THE FOLLOWING SHALL APPLY U.N.O.) 0 ALL STRINGERS TO BE 2-2X1 2 #2 SYP. 0 ALL STRINGERS TO ATTACH AT LANDINGS & UPPER FLOOR LEVELS WITH SIMPSON LSC HANGER. 0 STRINGERS RUNNING PARALLEL TO & SUPPORTED BY A WALL SHALL BE ATTACHED: I a 60 @ MASONRY/CONC. WITH " DIA X 3" TAPCONS AT 8" O.C. STAGGERED ALONG THE LENGTH OF THE STRINGER (USE PT AT MAS./CONC.). so @ WOOD WITH (4) 0.131 X,31"NAILS AT EA. STUD MIN. (16" O.C. MAX) 00 IF STRINGERS ARE SUPPORTED IN THIS WAY, LSU HANGERS ARE NOT REQUIRED AT THE ENDS 0 ALL STRINGERS SPRINGING FROM A FLAT SURFACE SHALL TERMINATE AT A 2X4 FOOT (TO BE PT AT CONC.). ATTACH FOOT TO FLOOR: 00 @ CONC. W/ 11'DIA. X 3" TAPCONS @ 12" O.C. 4 00 @ WOOD ATTACH W/ 0. 131 X 312" NAILS AT 8"O.C. TO TRUSS/JOIST/ OR BLOCKING BELOW. *0 ATTACH STRINGER TO FOOT WITH (2) 0.131X31"TOENAILS EA. 0 LANDINGS SHALL BE BUILT AS FOLLOWS: :0 JOISTS TO BE 2X8 #2 SYP, MIN. @ 16" O.C. 0 IF LANDING INCLUDES STRINGER SUPPORT IN A BEAM CONFIGURATION, BEAM SHALL BE (2) 2X12 #2 SYP WITH 2-2X4 SUPPORT STUDS AT EACH END. *0 IF LANDING IS SUPPORTED BY A KNEEWALL, PROVIDE A 2X8 END JOIST WITH (3) 0.131X312" R.S. END NAILS AT EACH LANDING JOIST, & (2) 0.131 X 3�" TOE NAILS FROM EACH JOIST TO KNEEWALL TOP PLATE. 00 LEDGERS TO BE 2X8 WITH: 000 (4) 0.131X321" NAILS AT EACH PASSING STUD AT WOOD ATTACHMENT 16" O.C. MAX. 000 i" X 3"TAPCONS @ 8" O.C. STAGGERED @ MASONRY/CONCRETE ATTACHMENT. 4 #0 ATTACH JOISTS TO LEDGERS OR BEAMS WITH SIMPSON LUS26 HANGERS OR EQUAL. 0 THE SPECIFICATION LISTED ABOVE OR MINIMUM SPECS. SUBSTITUTIONS OF EQUAL OR BETTER CAPACITY ARE ACCEPTABLE. * GUARDRAILS & HANDRAILS ARE BY OTHERS, INCLUDING THEIR ATTACHMENTS. ALL RAIL SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS OF FBC TABLE R301.5 & SECTION R312. SPECIFICATION FOR BUCK ATTACHMENT (I Ht: 1-ULLOWIN(i SHALL APPLY U.N.U.) 0 IF 1x - ATTACH WINDOW THROUGH BUCK TO MASONRYMOOD FRAMING. IF 2x - ATTACH TO 2x BUCK. 0 IF 2x - ATTACH TO MASONRY w/ 1/4"x 3"MASONRY ANCHORS @ 12" O.C. w/ MAX. 6" FROM END OF BUCK (TYP. ALL 2x WINDOW BUCK ATTACHMENT.) LIMITATIONS (THE FOLLOWIN(i SHALL ­APPLY U.N.O.) 4 VORTEX ENGINEERING, LLC. HAS CHECKED THE ATTACHED DESIGN FOR ITS STRUCTURAL COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL 6TH ED., AND IS NOT RESPONSIBLE FOR THE DESIGN'S ARCHITECTURAL AND/OR DRAFTING CRITERIA (I.E. - DIMENSIONS, AESTHETICS, CONTINUITY OF LAYOUTS, ETC.) ANY DISCONTINUITY IN DESIGN IS THE RESPONSIBILITY OF THE DESIGNER. I CONFLICTS (THE FOLLOWINU bNALL APPLY U.N.O.) 0 REGARDLESS OF ANY NOTE TO THE CONTRARY IN THE PLAN SET, EXCEPT AS INDICATED BELOW, IN ANY LOCATION WHERE THE PLAN SPECIFICATIONS SEEM TO CONFLICT WITH THEMSELVES, THE CODE, OR THE MANUFACTURER'S SPECIFICATIONS, THE MOST STRINGENT CRITERIA SHALL APPLY. 0 WHERE A SEALED DIRECTIVE FROM THE ENGINEER OF RECORD IS PROVIDED RELATING TO A CONFLICTED ITEM, THAT DIRECTIVE SHALL CONTROL. DISCLAIMER E FOLLOWING bHALL APPLY U.N.O. CONTRACTOR IS TO VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING ANY WORK. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT WRITTEN, SEALED APPROVAL OF VORTEX ENGINEERING, LLC, OR ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS APPROVAL OF VORTEX ENGINEERING, LLC SHALL AUTOMATICALLY RENDER VORTEX ENGINEERING, LLC. HARMLESS TO ANY LIABILITY, CLAIMS, SUITS, OR LITIGATION BY ANY INTERESTED PARTIES IN THE PROJECT. IF BOUND SPECIFICATIONS ACCOMPANY THESE PLANS, THEY SHOULD BE READ CAREFULLY FOR ADDITIONAL CONDITIONS. 1,� f %% * & 440� N N% $0..... 0�1 '% 00 % .- ,,.. I .01 -. 00. 4cj .-�, .10 -ft %C, " -., . .- , � .\, :z .. _j = = :w �,_" : .< = = -*.0 0 �<_ :zz , O.., 0 z uw) 0 ft. ,,� .0 - 0 . % " ,> % 0 ,(8� 14, , * ,;, ��*. .. ,�, ,..*,.*. . * . 14z" ,O� 01 * v ,�, 11,11, I I I I %%�%%% w u ur cc z a >_ w � OU , � -. __- , , 0 <' , z 5. �- (9 � Ln w 022 -,. z � p 0 �: 0 LLJ , - = = "i w ,> �- w , , (ZD < " . u - ,,E = 2 !� OZ L-w ; Z' L. 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SN . . r- - - - - - - - - - - - - - - - L— — — — — — — — — — — — — — - I.NLES5 NOTED OTHERWISE, AT A MINIMIJM ALL UNSPECIFIED FRAME TO FRAME CONNECTIONS SHALL CONSIST OF (3) 0.131"X3-1/2" END NAILS OR TOENAILS. (1) 5IMP50N M5TA3(o RINNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT CORNER MAY BE APPLIED OYER SHEATHING. x 3" COMM. AT Ib" oc. SIMP50N 5PH4/6/6 OR (2) SIMPSON 5DWC5600 FROM STUD TO TOP PLATE ATTACH PLIES PER 1/55" -A SIMPSON M6TCM W MAY SIMPSON HTT4 W1 5/6' DIA BE SUBSTITUTED FOR AN A.B. (WHEN 4-5TUD CMER HTT4 WHERE LOCATION O=R5 ON TOP OF GIRDER ALIGNS WITH A FILLED CELL. OR FRAME. ATTACH W1 (2) 51MPSOI SIMPSON MSTA36 STRAPS) NOTE: USE 4-6TUD COFNER SHOWN FOR 2x4 FRAME. FOR 24 OR 24 FRAME, A 3-6TUD CONFIGURATION MAY BE USE[), A EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN1 S N1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-1 1 /R-1 3 KRAFT FACED (2) SHEET METAL A/C UNIT SCREWS PER BRACKV F (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYPT' TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 101-0" TANK -LESS WtH H C G CORNER OF HOME 00 0 49P 5'-011 z GARAGE SIDE STUB -OUT FOR b 1'-07 L 1 2 GAS METER 0 0 Lo C,4 — — — — — — — — — — — — — — — — — - I, Al - — — — — — — MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUN -ry** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2' X 4' @ 16- O.C. 71-5" (2) 16d TOENAILS 2" X 6" @ 16- O.C. 101-8-1 (2) 16d TOENAILS 2- X 8' @ 16" O.C. 13'-9" (3) 16d TOENAILS 2"X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2"X 12" @ 16" O.C. 19'-314 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2- X 4' @ 24' O.C. 6--l" (2) 16d TOENAILS 2"X 6' @ 24' O.C. 8'-1V (2) 16d TOENAILS 2- X 8" @ 24" O.C. 11 1-0" (2) 16d TOENAILS 2- X 10" @ 24- O.C. 13'-0" (3) 16d TOENAILS 2- X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM), SOUTHERN YELLOW PINE, 55 PSF LOADING uJ M 6 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + . + + 4 9.. + + . . . . . . . . . . . . . . . . . . . . . . . . + + + 44 . . . . . . . + + . . . . . . . . . . . . . . + + + + + + 4 I (TYP.) + + 6--0- 01 + A 6'-0" + + 40 + 4 + + /,. + + + + + + + + + + + + + + + + + + 4 + + + + + + + 4 + + + + + + + + + + +' +' + + + + + + 9 /+ + + + + + + + + . . . . + + 4 . . . . + + &D . . . . . . + + + + + '*,+ + + - + + W 4, 4. 1 4, % + +1 + + + +++ 4, 4, 4. 4. + 3 SECOND GUST EXPOSURE"C" WIND ZONE 01 '--RIDGE LINE 3 SECOND GUST EXPOSURE "C"WIND ZONE 15/32"CDX PLYWOOD OR 7/16" OSI3 4' O.C. @ GABLE END WALL OR GABLE TRUSS OU rMINU OFIP%lNr% 11MLO �W U L�U%2F-0 09 8d RING SHANK NAILS @ 6- O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0. 1 13X 2x 318" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap Ell mig�4�m MEW, BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO p ONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D LYWOOD FLOOR COLUMN AND SHEATHING PER PLAN S CONNECTION T TJI TO BE CUT TO ALLOW F FOR BLOCKING/TJI OSolid ASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN T OTHERWISE SOLID BLOCKING TO MATCH 0 B1 # # OF 2nd FLOOR block all DOStS from Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) 2" min. 2" Small gap " max. 4 max. Clinch nails when possible Hn I 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span, 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. . 16 6-16 required when indicated or 4" 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 11116" code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum)--/ Bearing wall, Versa -Lam LVL or Glulam Beam 0 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I IqP T' (MrIl n;;il.q at R" n r Rrool Provide adequate bearing for each lapped joist. nails SECTION 0 INT. BRG. WALL MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) Web Stiffener Fastener Schedule Joist Bearina Series I DeDth L tion I End Intermediate a BC15000s 9-1/2- 2-8d 2-8d 11-7/8" 2-8d 3-8d -731-- = 5- BCI 6000s" IBCI 6500s8 9-1/2' 2-8d 2-8d I 11 -7/8" 2-8d 3- 1 14" 2-8d 5- — 17— 2-8d 6-8a BCI 60se 11-7/8" 2-8d 3-8d = =-d 16" 2-8d I 6-8d BCI 90se 11-7/g 1 -16d -16d 5-16d " d &16d . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below 0-1 Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1-13/4" minimum bearing for each. kJoist can be offset " Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— IMM 0­0 M NOT CUT HOLES �6` 6" 6" 1h t5t W I ANTWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN A %" ROUND HOLE MAYJ LEAST 3"OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1,V2" M8 1 1'-W I 1--r 1'-2- 1--T 11-r lt-7- 11�41- 7-4- Z-V 7-2- 3.7- Any 16- joist 12 1 1-0" V-1 ' V-2* V-2" 1*-X 1'4r 74" 2'-Il* 3*-7" 4-2" 41-V 5-4" Span (it) 16 I' -Ow 11�4* lt-r 1�-2* V-r 2'-V 3!-2* 3*40" 4'-9" W-r 6*4' r-2* — T_ 0 1 '4r 1 V-1w l-r 11�-20 Z4r 34r V-O' 4�4(r 5'41" W-11" r-11* W-110 '411" 1 I'A" It.2" 1'3" 2-F 3-7" W-9",5'40" r-2* V4" W-W ify-611" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. 11*-� top flange. Install fight to Jc Filler block. Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— JvBacker Block I "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top required ff hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height 7 requirements 0 6 X Joist D depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 10d NAI S TYP. GIRDER TRUSS 2"x TOP P 5/81 THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 1 Od NAILS TYP. N-Li TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 HETAL20 INSTALLATION A/C CHASE 4"PVC- SLEEVE THRU STEM WALL 1 ft. - . r SLEEVE THRU STEM-/ A SEE PLAN FOR--' , 44 FOUNDATION INFO STEM FOUNDATION GRADE r- REINF. SEE PLAN 4 zL/[�A/C CHASE 4. pVIC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (18) 1 Od NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION JOTE: )PLIFT VALUE S BASED ON ).P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION < PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. -- 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PENETRATION CENETERED @ PI�E 4 - PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETER PE PENETRATION PLUMBING LINE ED @ Pl- < 4 4, 4 4< I I I Ed 151] 4 E I I I 4 4 4 4 '64, SEE FND. PLN. SIZE & REINF. 4K, IT 0 UJ EE: % % 1z, 10" t;: 3: 051, z 2 0 0 0, P z 0: W z< > cc �n U t= 9 kg 82.9�9 i 5 z n 6 `12 = co 31 0 Lid, z Wz �= >- 0- - 0 X WZ019 LL Txt oz<�n Z Ui z 3 W I < 0 UJ LU a z z I- ED ww� �X- UJ 0: 3:0 > U WD ru W 0: LU W cc 00 r-1 kD C14 n P4 M Ln 00 U 4 U-1 z rMn Li Uj cl: a: MMWMMM UUJJ tn-: UJ UJ Cc 0 00 Z UJ -i C4 a u- UJ z z d LAJ 0 -0 UJ -i -J X < z UJI z 0 < > 0 0 0-4 W r, CD v) M M V) tn (A (V -0 LA L- U- z PCL 01-% > I:e (.� 0.00 < E z § Wz C� LU CD U) UJ 0 z < UJ U) SCALE AS NOTED DATE 01-17-2019 SHEET NO. SN 1 I I I L--------------- J (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 12 TRUSS @ 24- O.C. U.N.O. /-HURRICANE ANCHOR @ EACH Zu"PTyp*) VARIES TRUSS (SEE UPLIFT SCHED.) W/ .) METAL PL, UNDER EA. TRUSS MOISTURE BARRIER INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 518' LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12' N 0. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7- O.C. SHEET CEILING & 8" O.C. WALLS 8..x8"X16"KNOCK-OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID WIGROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL ---��FINISH 1x2 PT WD FURRING @ 24- O.C.-/. E 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD - PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c-.) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER�� U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6:: a-/—NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ;2� A ;o ;o 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED 0 5% MODIFIED PR T R ASTM D1557) T' MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION ("A SCALE: 3/4" = V-101" OPT: DEPRESS SLAB 5Y2" DEEP AND 6"BEYOND DOOR TO - --+-- RECEIVE PAVERS/ DRIVEWAY ======__.,-BLOCK WALL BEYOND CONCRETE SLAB - 14" O.H.D. RECESS PAVERS� A 7== 4" SEE A/S3 OR J/SI5 lq= FOR REINF. INFO. 3" MIN. CLEARANCE 11'�" (1 STORY) / V-8" (1 STORY wl DEPRESSED SLAB OPT.) 1'f8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) > till =4 rF -1 -1 1= I *it III 1E\l I/ 1� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-15". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Al �t r1F 9 I—Til r 1 8' 1 ­1`:r ­ — --- T�K� TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" Ill S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR B ETWEEN ILJ 1 11 11 11 SLAB & BLOCK ::1 > 1 cn —1 ELEV. 0'-J OIL 1E I ,.. - `. -I A.F.F. A % q . . Id ELEV. 4-3 1/2" 0 J 9 I ..44 \.-r A.F.F. 0 0 2x4 CONT & AWA Iv 47141 GARAGE DEPTH VARIES V. 46 4 .GARAGE SLAB AT STEP rB SCALE: 34'=V-0" � S3 X A LOADBEARINGOR 2x STUD EXTERIOR WALL 81, C M U * 1 "x P'. T S`TU D SEE CC/S3 OR c%j #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6­J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) @ 24' O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4' TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 1 Od NAILS TYP. x 2x P.T. PLATE 7. ASSUMED FINISHED �GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 1p I . r 1111 . - ... 00 NOTE: *FOR BEARING WALL W/ UPLIFT ONLY - - — - — - - - 19 16­911 knuk"111411171111111"p4roLkirl FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 112" WELDED WIRE MESH min.) 4"---,, GRADE 00 (1) #5 REBAR w/ OPT. zSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" 'i S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS L . .. A 7=1 11 I= 80 -41 SEE A/S3 OR J/S6 ­- -1 L�--jj LI qillr-, =1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (11 STC lRY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. cr) 5/8"OR 1/2" HIGH STRENGTH ­` (U.N.O.) (OR %8" GYP. TYPE 7' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wl (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING RIJ FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12' O.C. @ FIELD 5/8110 x 10" "J" BOLT @ 24" 0 - C W/ A 2"04116" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24- O.C.) 21' c 31/2"MIN TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 'SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8�4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1=13 1/2"(min.y 4" ;o 3 1/2"(min.) IV,,, I rF (2) #5 CONT. 4" if- 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0) SHEARWALL �C "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. N11 01L bos (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" OIC c THIRD POINTS //'.T. INSULATION PER CHART ON FLOOR PLAN /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLO K MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 10d NAILS 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/ 21' (A 0 ;o 6 x 6 W1.4 x W1.4 WWF OR A I I. ri I It 20- MIN. LAP [24' MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR A A I PER MANUF. '�#3 OR #4 REINFORCING BAR E GRADE 40 MIN. Fy-- 4011W #3 & #4 LAP SPLICE C14 [GRADE 60 MIN. ll 60ksi] FINISH GRADE 60 2 25- MIN. LAP [30" MIN. LAP] 711 —1IF :Mn- I ER I 1E -L=u 6 MIL VAPOR BARRI -- ---- R 17/8" #5 REINFORCING BAR P IELI E=.. 2� M Jtr) LAP qPt IrF 7 COMP. SOIL. (COMPACTED TO i :IFI I L L rF�IL Q1 95% MODIFIED PROCTOR ASTM D1557) 114' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 112" GYP. BD. P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 01 o" CONT. BEAD SEALAh INTERIOR 41. A -3 1/2" CONCRETE NAILS W 11/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d c%l 6 MIL VAPI R BARRIER 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 - 2X STIJ 24- O.C. U.N.O. GARAGE ��-1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. CONT, BEAD SEALANT 2 E 1�6x6fflAxWIIA c QN WWF OR FIBERMESH .4 4 A A--J I K S3 W� 111111111111 Jill Ill �111 JII�llw G I- NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX)aFROM T END OF 2" x PLATE UJI t, (L co z Lu Lu REBAR DETAILS F SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE 1 Od NAILS TO TRUSS TOP CHORD PLA SEE ROOF PLAN FOR xx TRUSS CONNECTION AT 24" O.C. MAX. x x INFO & LAYOUT DESIGN SEE PLAN FOR TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION I w I z 0 J.- �g ATTACHED PER NAILING SCHEDULE c r <> ::� -i Lu uj SEE FLOOR PLAN FOR w U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4"x3" TAPCONS FOR COLUMN TO BEAM AT 8"O.C. ATTACHMENTS EXIMN ! N o X x TRIM PER PLAN PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER COMMUNITY SPECS TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR )CKING I PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL 1J > 81-61. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA, EXPANSION BOLT @24 O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH M c:' I Ah 1 fi rA I I Or, I I.= — -7 (2) #5 CONT.- ON 3" CHAIRS 8" Ll 114" 8" (TYP.) = r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" �3 All 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH Q C15 E A 60 c U.. 4, cn SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYJ WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=V-011 1\ �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL 11 EXTEND FILL CELLS TO FOUNDATION PAD Z 00 Lu Z I Lu 0 ui co 44 St z 0 0 ' *,j - J cn. j4 z III OOTING -J 0 BEYOND PAD REINFORCEMEN MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCH PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 0 % :Lu CC co ,0� 10� ',J zo o z , z SO 0 3r 9 S�Ez,c UJI z 01 u Iz 8 5 w ZI26 Z 3: X E - t-- � i 0. OZ '1-n- - 2 ZtgF 0: w < 5.81, 2 CC � uj WE - �- 0 fi,- z �Z, z w z z 'wr a -Qzxg z M W w Mwo w u Ln J w 00 r-4 u W N 1714 M I oo =in c" Ln mm z :—,) 'm a: 2 n< eq UJ 1 9 01 M, Lu CA 0 Lu Lu K= 00 3' X LAJ V) L.L 2 12 LLJ r-1 u Lu 0 00 Lu x <0 Z z 0 > 0 C:) Z> Ill 0 z 10 un CD m Ln cu 0 V) L- u- z < P; CL � fn fu r-4 ill U 0_00 '< § E Z Lu wz _j ui 1­- 0 z I < 0� UJ mn 0 0 z U) SCALE AS NOTED DATE 01-17-2019 SHEET NO. S3M (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 0 Pu 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION f , 2x DEADWOOD@ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION L- - - - - - - - - - - - - - 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN VAM \2x BOTTOM PLATE W/ (1) 10d @ 8" -O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 :�ZTYP) SEE ELEV. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD + CRICKET AS REQUIRED SINGLE 2x CONT. BASE __", N PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6- O/C EDGES & 8"O/C FIELD SIMPSON SP1 W/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT@ 24" O/C MAX W/8"EMBEDMENT rAt8"X8"X16"K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24- O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. PLATE W/ (2) 12d INTO SINGLE 2x CONT. TOP TRUSS ABOVE 2x CLOSURE WALL W1 STUDS @ 16- O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Od NAIL§,.r�, BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ,9C-SEE PLAN FOR FOOTING DIM ENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL ND FLOOR 1/2"MINIMUM CEMENT FINISH TYPICAL C. M. U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION o 1/2"GYPSUM BOARD SCREW OFF CAP (3" DIA.) o W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8"O.C. OR 4d ol MIN. EXTENSION FROM - I DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT - BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 ?n Mol I ON I * 2� 0: 1 .1 sol NEI MEN Milli MINE li mil MINE RIME INEIII NEI MEN NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" /--FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL-\ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 6 MOUNTING BASE SCALE: N.T.S. 14NN x8x16 C.M.U. GARAGE DOOR .... .. RACK MOUNTING BRACKET ................... GARAGE DOOR ROLLER . .. ... GARAGE DOOR TRACK ................... CONNECTION ASSEMBLY GARAGEFLOOR . ....... TRAVEL DIRECTION OF . . ........ GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 41 4 SCALE: N.T.S. 4.- A A 'BOTTOM OF MOUNTI'NGB POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. - PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/80 8" 7 5/81, 8" WALL EXTERIOR WALL SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK -DOOR OPENING -At 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11 - DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. 1�_, �4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS; AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END A WALL -7 v Lu 0 V. . . 4 DOOR STOP MOLDING 2� < . A . 2x TOP PLATE GARAGE 2 -16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. FPROVIDE PA.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4"S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6"O/C EDGES & 8" BLOCKING (TYP.) O/C FIELD 2X4 PT STUDS @ 16- O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (9) 1 0dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT z IN KO BLOCK AT EA. STUD 7�7E MAIN SPAN MOISTURE BARRIER J I ROOFTRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. ___// (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL le" E PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS 2 ROWS 1 Od @ 3" O.C. (14 TOP SPL ICE NAILS TOTAL) EA. SIDE OF 7 'g* SPLICE STAGGERED Od @ 8" O/C . . SEE A/S3 FOR STAGGERED FROM BOT. u ATTACH ALL -j EXTERIOR STUDS I REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE W/Y�16c!TOENAILS TO P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC) FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL BEARING WOOD FRAME WALL �J TYPICAL GARAGE DOOR BUCK K'� TOP PLATE SPLICE DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1\ �4 F= 2240 LBS SIMPSON SIMPSON SIMPSON 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 W/ (6) 1 Od x 11/2" AT EA STUD (USE SP6 FOR 2X6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8"-` O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-41 (1) (2) (1) (2) (1)LSTA30 41-91 I (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (4) (2) (4) (2 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT EE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"A 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER * EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS * OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS BEARING WALLS NOTED NOT REQUIRED @ P.T. BOT. PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. SP4 SP2 SIMPSON SP4� SP2 T kh I I yk.1 2 1. u(I K F. 2X STUDS @ 24" 0 V_ TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL P.T. ATE SIMPSON SP4 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING /S SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON SP2 ] NAILED INTO TRANSOM FRAMING SIMPSON RECESS SP4 LINTEL SIMPSON spi SIMPSC SP4 SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (2215# SPF) 3 (3285# SPF) (4065# SPF) ')(5665# SPF) )S (6865# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIEDA.T.R. t & NUT DXIED A.T.R. I & NUT A 2X8 P.T. BOTTOM P E IFAT I 5/8-xl 0" -7 BOLT@ 24' O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 " ROOF TRUSS ABOVE F 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0- O.C. 'MASONRY WALL 1 Od NAILS @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 0 TRANSOM FRAMING V BEYOND. L PLYWOOD SHEATHING 0 rE 4 - : * SIMPSON SP4 w/ (6) 10d x 112" SIMPSON (USE SP6 FOR 2x6 WALL, USE '—PLYWOOD spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING SIMPSmi SP4 SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW I 0-! 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8"DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLAT E @ 24' O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x10""J" BOLTS @ 24"O.C. MAX. SCALE: N.T.S. �S4 (MIN. (2) PER BOTTOM PLATE) 0. 0 ow -:C) : 00 z .0 0 0 0 63, .0�, .0 e *lilt za 03 Z tz A z 2 z n p 0 � ;� '.,02,22 2 M, �5912 w R r. 31 �,qg oz ww 6_ � 2z (A <z g - cc E;eo, k Wz W� �i 0 2wt a z- <Z 0�1 LL U Lm Z ui Z a W2� �awx< Cc z 9 1�j Lv I :E7. 0. Iz 00 V-4 tD C*4 _j C4 M Ln 00 CC uj uj ex: a: On u, go L n m m Lu w 0 w uj Z w C) 00 uj _5 N LL Lu z 8 :2 z V-i LLI � � 6 Lu 00 x _j _j z uj < uj 12 0 z 0 > C) C:, Z CN4 0 M 1.4 =I ko > z m Ln 0<- I q 0 0 Ln U- z F--; 0� 00 < E z fu z C:) w uj _j U) ui Fw- 0 z uj 0 0 z SCALE AS NOTED DATE 01-17-2019 SHEET NO. S4 r SEE STRUCTURAL NOTES AND � BACKNAIL W/ (2) l6d NAILS —\ BACKNAIL w/ (2) 16d NAILS SIMPSON Hl OA wl (18) NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H 1 OA w/ (18) _\ I Od x 112" AT EA. SIMPSON SP4 w/ (6) 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE SHEATHING DETAIL nHTI r)010=0 OUTLOOKER O0C1:nl3')—nlAlAll HOE! @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER MNU NMILINU ounC:LJULr @ 24" O.C. TOP CHORDOR SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F FIRST FOUR J_ ROWSOF 45* 1 24" MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON Hl OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO§� BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8"FROM OUTLOOKER OUTLOO EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "U'BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8'-0-' O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR r EACH JOINT W/ (2) 1 Od FROM LEDGER TO L J 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING — — — — — — — — — — — — — — - ATTACHED W/ 10d EA.END NAILS @ 6' O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12"O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST I OdX3" @ 3-1 O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS tA OSB SHEATHING ATTACHED NAILS INTO 2"x6" P.T. PLATE \-WEEP 2"x4" LEDGER (MATCH BOTTOM CHORD wl 10d @ 6" O.C, EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING (d) 2x4"T" ON TOP OF PANEL BLO SCREED SLOPE OF ADJACENT SCISSOR TRUSS) ------- O.C. FOR THE FIRST (4) FASTENWITH 10dx3" @4" O/C SPACED INSTALLED PER MANUF. 2"4" P.T. SILL - 'o NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48' O.C. �MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA, END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10""J" BOLT@ 32" O.C. MINIMUM 6" FROM- SIMPSON HETA20w/ (9) 10dxl 1/2"NAILS AT 6-01' INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/3/16"x2"O PLATEWASHER SIMPSON HETA20 w/ (9) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2� WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. 1\ �5 TITEN ON OUTSIDE LPArVMAII SIMPSON H 1 OA w/ (18) lAll 19X iRfJ MAII Q SIMPSON HGAM10KT w/ (4) 1/4"xl 1/2" SDS SCREWSTO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU I SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24' 24" MAX. O.C. (OPTIONAL - SEE ELEVATIONS) BLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) ,,,--1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 48"A \-2x BLOCKING M 2x4 7'ON TOP OF PANEL BLOCKING, FASTEN WITH I Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. -REFER TO DETAIL J 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL OUTLOOKER F@ 24" O/C X-BRACING, AND TOP NOTES AND NAILING x x TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION ;o to SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ M 2"x4" CROSS BRACE 24"MAX. EDGES OF -WOODTRUSSES ;o APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING EACH JOINT W/ (2) -A rAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2) 10d TOE P, LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ABLE TRUSS ATTACHEDW/2-16d 2x4 PANEL BLOCKING -- 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 0) 48"O/C FOR THE FIRST (4) ROWS OF OSB SHEATHING ATTACHED (2) l6d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0. 148", L = 3") OR EQUAL (D = 0.207', L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & //--JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAG SCREWS OR EQUAL 2x4 "T"ON TOP OF PANEL-/ Ul- I Ilt LAb I LAMINA I JUN korml-t ma anumN rum J-rLT) BLOCKING, FASTEN WITH — 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" = l'-O" �� �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 r9 ADDITIONAL INFORMATION. SCALE: N.T.S. � �5 SCALE: N.T.S. � �5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x ,ROSS BRACING -�7,x 3EE PLAN FOR OCATIONS) 1 ldx3" O/C TOENAIL-) 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. � �5 RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 'L' BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 w 71 k . *..\. .' �: % :1 . . A '-- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" - OVERLAP -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. � S5 V BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BACKNAIL w/ (2) l6d NAILS SIMPSON H 1 OA wl (18) SEE STRUCTURAL NOTES 1 Od x 112" AT EA. AND NAILING SCHEDULE OUTILOOKER 2x4 OUTLOOKER t DETAIL 4" 24 cv z TOP CORD r BLOCKING FOR FIRST FOUR ROW! OF TRUSSES @ 2"x4" CROSS BRACE 24 MAX. APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT Wl (2) 0 �`L" AT LEAST 90% OF WEB 10d & (2) 10d TOE pp LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48' O/C FOR THE l6d (2 16d (2) 7/16" OSB SHEATHING FIRST (4) ROWS OF NA) ILS S ATTACHED w/ 1 Od NAILS TRUSSES FROM EA. , @ 611 0. C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL iDQ BLOCKING, FASTEN WITH 1 1 Odx3" @ 4" O/C SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. "liNAILS SIMPSON SP2 w/ (12) 1 Od AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. �, �5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 1 24" O/C (TYP) I v a z w \--BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA wl (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4'x2 3/4" \-BOND BEAM TITEN TO CMU MASONRY WALL U-N 2x4BLOCKING­-,,',' --2x4T'BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ @ 4" AL :)I Ic'z 1AMP GABLE TRUSS WEB -DOUBLE 1" BRACING DETAIL SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48"O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL TMI JQQ VAMM GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"OlC GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. \, S5 J 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 --i I CONTINUOUS BOTTOJ CHORD BRACING 2X4 MIN. Fill Fill Film ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 0 NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1"BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0"- T-O" 31-01' - 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 114"Al 112' SDS SCREWS TO TRUSS & (4) 1/4-50 SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS —STUDS @ 16- O.C. GABLE END BRACING DETAIL SCALE: 3/4"=l'-W MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. Lu a CORNERJACK Lu z x 0 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -P' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL M /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-O"O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48"O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ottlillifill., /'�f % 01 0' Oft J: ot .0 LU cc: < Oo z 0 5 :r � '03 2, lz �� , < �- Z W=-�Z'M2 .�zl 8 � -.5?PO28 Z 8 w 5 a < 2 cc Z3 1, piq HIM t5 ' . F- �� =3 �'- 2 ! '�: U., i 51 5 =w F- 2 Z' 51 w 2�9 6 Z 2'ZL 0 Z' z< cc 0 LL U�z vi zz5w, �; Ht W-Zzx,< w a t; )s Lu at - = Lv � 5! n _j , W=M w at at w oc D < CL w w w 00 r-1 tD r,4 r4 en _3 Ln 00 'Z6 U, 4t Ln mmmmmm m m mmm LL, d uj z 00 LL LLJ Jug z z ?� my� '03 Lu uj 0 00 x Iz- LLJ Lu P, CL 0 c) Z r-4 0 - c) :L =; > Uo) M Ln "N (n z '<'*r LL fn u CL 00 z E w z Lu C) kD Nr mi U) w F_ 0 U) z W in :D z D U) SCALE: AS NOTED DATE: 01-17-2019 SHEET NO. S5 L- - - - - - - - - - - - - - - J 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2"DRYWALL 8d NAILS AT K A 8"O.C. AT BUC 2 x 8 45 DIAGONAL ----- (4) 10d NAILS INTO CUT HOLE IN O.S.B. FOR BRACE(S) 2 x 8 BRACE/ BLKG. 7/16"OSB BUILT UP PLWD. BUCK ARCH PANEL R7 X\\ POLY -CELL IN THIS AREA SCRIBE (NOTCH) 1 BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2X8 CONNECT W/ 8d NAILS BRACE/BLKG. 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHONZ INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. 1\ �s 1 X4 1/2" DRYWALL DOOR JAMB (REFER--�, F DOOR JAMB (REFER lX4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-Kl lX4 /2" DRYWALL F- Fl TO SHT. SDW2-Kl IR P.T. TO SHT. SDW2-Kl FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 rP 3-1/4" LONG X 3/16110 )m; X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING 111 DETAIL O.C. 2-ROWS INTO 1X8 P.T. ) r, STAGGERED @ 16" O.C. 2-ROWS INTO JYQ lX8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL lx4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" 'x TA P CO N TAPCON @ 16" 0 4 FR O.C. & 4" FROM C lX4 P.T.— 3/16"x 3 -1/2" DOOR JAMB (REFER lX4 1/2"DRYWALL 1 A+ DOOR JAMB (REFER EACH END EACH END W/ MIN W DOOR JAMB (REFER P N TAPCON TO SHT. SDW2-Kl FOR 1FOR F_ TO SHT. SDW2-Kl 2. EDGE DIS1 2" EDGE DIST. TO SHT. SDW2-Kl CONN. DETAIL ;� FOR CONN. DETAILS FOR CONN. DETAILS *� 211 O.C. 10d @ 12" O.C. 1 X4 FURRING 2X8 P.T. WITH 3/16"10 X 3" T 2x P.T. AS REQ'D )Yst 0 T 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY .3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----- PER INSTALLATION DETAILS ANCHOR INTO ARCH BLKG. 1/4" MAX 21-011 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO /4" MAX 21-01' SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TKEc-- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL tr=_J3;� 7f'� `�-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K�K SCALE: N.T.S. - I I � �s GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED"OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLYTO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4"x3l/4"TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4'MAX. RAD. SECTION B-B EQUAL 20 ga. PANEL ANCHOR -\ 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) ��pm pp PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EXPANSION STRIP 1/4- EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL MAX. 8" PROPER INSTALLATION FILL SOLID BOTH CELLS #5 RER (TYP,) STD. go, HOOK C ±5 LNOTCH WEB AT FIRST 2 COURS UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 114"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4' TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X6 #2 SYP @ 24" O.C. ROOF SHEATHINGATTACHED PER NAILING SCIHEDULE (5) 12d NAILS 2X6 TO 2X4 7 6" MIN. LAP/ SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. \-SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" O.C. L SECTION @ ENTRY SCALE: 3/4"= V-0" ",IS'S MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION OCCURS TOP WITH MIN. 3" F COVER 6'-0" y-F.F. * 4_ 0 IEEI I 1=1 I 1=1 I MI I 1=1 I 1= I I IT IEEI I P GR DE > ;2� C-4 1�\ 0 tl 6­� a > \\----(2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-101" L FILLED CELL PER FOUNDATION PLAN + + 5 YP.) THE S TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL I UNACCEPTABLE INSTALLTION DO NOT DO THIS 4v* 4k 4�& #5 REBAR (TYR) ro*D. 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. -2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 7-6" DOUBLE 2X4 SCAB FOR 7-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD A10 PLYWOOD SHEATHING BLOCKING AS "LTVVV REQUIRED TO SUPPORT + + SOFFIT + SEE ELEVATION FOR OVER HANG (MAX. 4'-0") ON SECTION @ ROOF EXTENSI SCALE: 3/4"= V-0" 1\ �s -qWF:F:T n2 AND FOR SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3"MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" 10TCH IWB @ FIRST COURSE 3 4�# cr z 0 U) < 2 U- Lu M c cl) H SS 2"x BOT. PLATE Wl (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED Wt 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/4xl 1/2" SDS SCREWS T 191TITEN INTO BAND JOIST & (4) 114"A2 3/4" INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1 St 4 COURSES V SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECOR FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" ENOTE, —FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 11-011 51-0 SCALE: N.T.S. 3tp 4. #5 BAR CENTERED W/ M IN TOP b Af -1 ff 1 17 .0 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING Ja SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT D STANDAR q : . -1 t 90r HOOK CN #5 BAR IN I FILLED CEL 9 .016 P" v P16, "'p ti 1 61, 1 :. & , 1 lL I k. %Jv &,'V OIL. sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"xT' MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY In% "V­^1 ILI �^Ll^ LU SAW CUT I Lw/ SECTION EXISTING FOOTING SCALE: N,T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ......... 51// '% .:Uj .0 0 r, 4 " UZ >_ IS <z tz _j am -z z Z- -, 0, Lu,-- 0 z z 5 C�, w5a<E ZX U0 :u. z Wz Z<,,n he z �;t 2�2 'z '5 >z 2 z 0 'z �_n d;0,21ze 2 < �' -0 2 to I a w x- 0, �_ w IIIZZI ui =ou �ww = X vI _u= cn r- 00 V-1 kD r4 di r4 M Ln od 3t 4t In uj uj z m,, c� c� wmw Ui Lu Lu Lu R 0,to 0- -J zw 0 co 3�, :c uj —I eq In < uj z z "i 0 :2 Lu U�j 0 00 _j I.- x < Z M Lu vi :5 rl 0- 0 z 0 > C) 0 r_4 0 cu r, ;LJ CD :3 t-0 e-, > V) M Ln :2 v- w Ln z CL > M W u CL 00 E z z Lu -i ui 0 U) z < lffffff� ui 0� 0 D z SCALE AS NOTED DATE 01-17-2019 SHEET NO. ss r FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT WEATHER SLOPE F RESISITIVE BARRIER WOOD FRAME CONSTR. 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) ��TA�PE� EXTERIOR SELF -ADHERED FLASHING I/ 3/4"-l" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (ASSEMBLED WNDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR C2 CEMT. FIN. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE D BARRIER SEAL TOPS OF JOISTS IRE LATH UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WPO HEAD FLASHING TIE-IN INSTRUXTIONS: L 1. Cut, fold up & temporarily secure weather resistive RIM JOIST THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head A All 1. flashing and seal with tape V SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. F1 NISH SILL] POTSHELF/ CHIMNEY SHOULDER WP03 EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL SCORED LETTER ON CHEMICAL COMPATIBI ITY RELEASE PAAPER SELF -ADHERED FLASHING - F-AD (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD SEL HERED FLASHING, DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE SELF -ADHERED FLASHING n 1 E kM WP07 WP10 SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED WP05 SELF -ADHERED FLASHING PATCH HERED FLASHING - I2 4 5 FwP08 WP1 1 M SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 FOUNDATION WEEP SCREED NOT USED 2 5 4 6 7 viWo loll Water Resistant Barrier Lath Sheathing Stucco WP12 FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance With one or more of the following or other approved method: 1. 1 The fenestration manufacturers written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (�) in each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C) 0 C%J 0 1­4 Z> V) 1­4 :3 V) in 1­4 CY) CD M Ln W Om L_ LL Z CL U CL 00 W Z E z LU _J Z LL 0 U) 0 LIJ UJ SCALE AS NOTED DATE 01-17-2019 SHEET NO. W P cn > CD CMU A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 U) HD210-2 FI-17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 M -cc HD212-2 I'Ll 7232.3 ESR-3445 HU212-2 FL1 0856.4 E SR-2549 -0 HD216 FL17232.3 ESR-3W HU216 FL10856.5 ESR-2549 2 (D 5- q -2 3: HD218-3 FL17232.3 ESR-3445 HU216-3 FLIOM.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) arc C .0 LJL - HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 ICU 0 .6-0 %,1- CU As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below ifthey will be utilized own the CU 0 > HD28-2 FL17232.3 ESR-3445 HU28-2 FL10866.4 ESR-2549- construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed 0 products. E HD410 FL17232.4 ESR-3445 HU41 0 FL108W.9 ESR-2549 Cl) L- F= 0 CU HD412 FL1 7232.4 ESR-3445 HU412 FL108W.9 ESR-2549 Callegory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 U) 1. EXTERIOR DOORS HDO410 FL17241.7 ESR 3444 HUCQ410 FL1 1468.11 SIM2130804 HGA10 FL17699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 A. SWNGING ThermaTru Firber-Classic and Smooth -Star (NON-iMPACT) FL2D461.1 +67.0/-67.0 psf HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf HHCP2 FL17236.7 ESR-3"8 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf HTA16 FL178M.4 Evaluation Report HETA16 I'Ll 1473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67,0/-67.0 psf HTA20-18 FLI 7680.4 Evaluation Report HETA20 FLI 1473.5 SIM200802 ThermaTnj Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf HTT16 FL1 7324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Srr*oth-Star and Benchmark FL15225.5 +67.0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTri FiberClassic, Smoorthstar, ClassioCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTVV20 FL17244.8 ESR-3456 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Wndows and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.01-40�O psf HTW24 FL1 7244.8 ESR-3455 HTS24 FLlD456.24 ESR-21313 PGT Series 5570 FL251.10 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.2e ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTVv!M16 FL6223.2 Evaluation Report HTSM16 FL1 1473.11 SIM200802 Clopay Builcling Products Residential V'AndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf HTWM20 FLM3.2 Evaluation Report HTSM20 FL111473.11 SIM200802 Clopay Building Products Residents] VVIndCode Doors M (8X7) FI-15279.85 +38.0/-42.0 pof HUGT2 FU5223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WindCodle Doors M (16X7) FL15279.102 +37.0/-41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2513 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707.727,747,and 847 Single & Pairs of Doors FL1 1537.1 NIA (see inst sht) HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FI-17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WNDOWS HUS26 FL17232.6 ESR-3445 HUS26 ESR-2549 A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 Psf HUS28 FI-17232.6 ESR-3445 HUS28 FL10&%.11 ESR-2649 PGT Series 5600 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FI-16351.1 +40.0/-%0 psf JL24 FL17232.7 ESR-U45 LU24 FL10655.103 ESR-2U9 C. FIXED MI Wndows and Doors Series 185 FI-15349.1 +40.0/-40.0 psf JL25 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3410 LUS21113-2 FL10665.107 ESR-2549 PGT Series 5520 FL243.9 D. MULLION MI VvIndows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 171-110655AD9 ESR-2549 PGT Series 55M FI-261.1 N/A JUS26 FL17232.11 ESR-3445 LUS25 FLIOSM.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FI-17232.11 ESR-3445 LUS28 FL10865,113 ESR-2549 JUW FI-17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 3. PANEL WALL KLEG3 FL17241.15 ESR-3444 LEG3 FL1066T71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FI-13192.2 N/A KST260 FL17244.15 ESR-3465 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FI-15272.1 - FI-15272.2 +70.0/-70.0 psf LSTA12 FL17244.18 ESR-3455 LSTA12 FI-10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FI-10852.4 ESR-2105 LSTA18 FI-17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4� ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab. Dimensional FL10124.1 NIA LSTA30 FL17244.18 ESR-3455 LSTA30 FI-1 0852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3456 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FLI 1496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT20B FL1 1496.3 ER-130 Florida Metal Products, Inc Vent RV1 0 FI-21580.3 N/A LTT131 I'Ll 7219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FLID456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FI-7849,28 N/A LUGT2 FI-17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Boral Tile Saxony 900 FL7849. 16 - FL7849.20 NIA MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. OTHER MP34 FL17244-23 ESR-3455 A34 FLID446.3 ESR-2606 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FLID446.19 ESR-26M A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA MPS FL17244.22 ESR-3456 LS50 FL10446.16 ESR-2606 AD American Shutters & Glass Galvanized Steel Storm Panels FL17889.1 NIA MPH3516 FL17240.3 ESR-3"7 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA12 FI-10852.8 ESR-2105 COMPONENTS MSTA15 FL17244.18 ESR-4455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MSTA35 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-W5 MSTC52 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MTW12 FL17244.8 ESR-3455 MTS12 FI-10456.33 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW18 FI-17244.8 ESR-3455 MTS18 FLID456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.6 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL139D4.8 ESR-2816 NFM35X16U FI-578.3 Evaluation Report MBHA3.56/16 FL139D4.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL1 0441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following infornMon must be available to the inspector on the PAU86 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I PHD2A FL17219.3 ER-0200 FGTR FLI 1473.2 SIM200802 understand these products may have to be removed If approval cannot be demonstrated during inspection. PHXU3516 FL17241.20 ESR -3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report HI FL10456.5 ESR-2613 RS150 FL1 7244.27 ESR-3455 H10 FLID456.8 ESR-2613 RT15 FI-17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E RT16-2 FL17236.2 ESR-3448 H1QA FI-10456.6 ESR-2613 RTISA FL17236.2 ESR-1448 H3 FL10456.13 ESR-2613 =:3 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FI-10456.15 ESR-2513 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 Cn RT7 FL17236.3 ESR-3448 H2.5A FL1045612 ESR-26113 CIO RT7A FL17236.3 ESR-3448 H8 I'Ll 1470.3 SIM200803 CU > RT8A FL17236.3 ESR-3448 Spi FL10456.41 ESR-2613 0 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244,31 ESR-3455 SP4 FL10456.43 ESR-2613 > SPT4 FL17244.32 ESR-3455 spe FL10456.44 ESR-2613 SPT6 I'Ll 7244.32 ESR-3455 SP8 FL10456.45 ESR-2613 0 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPTH4 FL172".32 ESR-3455 SPH6 FL10456.47 ESR-2613 0 SPTH6 FL17244.32 ESR-3455 SPHS FI-10456.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10655,141 ESR-2549 SUH24 FL17232.13 ESR-3445 0 HHUS28-2 FI-10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10855.4 ESR-2549 THD28-2 FI-17232.16 ESR-3445 HGUS5.2&12 F1.1 1468.11 SIM20OKK THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FI-17232.16 ESR-3445 HDC8-SDS3 171-110441.1 ESR-2330 Cn THD612 FL17232.16 ESRW5 MSTAM24 FL11473.19 SIM200802 CU THDH414 FL17232.17 ESR-3445 MSTAM36 FLI 1473.19 SIM200802 M UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 LGT3-SDS2.5 FI-1114707 SIM200803 LGUM25-2- FLI 1473.12 SIM200802 LU < Z Z SHEET NO. PA 1,0 Rorldo Doper"ont of Business A, PmbukxW RWAsdon MAdhV Codes Arid Slandards Product Approval Application DOM! pap I Florkle Departrodont of BLmknn & Professional Regulsfiorw Building Coda and Standards Product Approval ApplIcallon D*W Page I tjowls FWrWo Deportntent of Business & Professional Regulation Building Codes And Slondards Product Approval Application Dowl Pass I 1154018 Florida Departrwort of Business & Pi I Regulatim B"N Codes grid Standards, ProductApprovall Application Ddd Pool I or2 INWIS gAmblog.ft go links go 201a 2MLbodn 2OR gob folks 11111111 go 2OLbOn 21k P.Moom A" gdkm Mom 2ift 2MLEndw 2da gAndeun mm voodoo foormook 2� AndmoLLLIUM kd*UM y� lowdoo naammo homm a" INN IN" jubmw EWLAWWO Ammud &AIR MUM looms mmdmuz ado" arLAWMA homm Mom gob seftx 2ift am 2MLbMK 21a RevIslon; MIT Thwm@-Tru Corporation Ftk*V*W Lyndon F. StionIOL PA. Rywl 0% P E. IWIVAIT 07112=7 101152017 12M2=7 RWAW*n 2017 ThKffd�TrU COM001006 Fftv*w Lyndon F. 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