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HomeMy WebLinkAbout3060 Lytton Hall DrI ! I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill — i - = S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed _ SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle _� _- - — ALTorALT. Alternate FRT Front REF or Ref. Refrigerator - _ — _— - D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot) Feet REINF Reinforcing _ __ WP WATERPROOFING DETAILS BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room - -- PA1.0 PRODUCT APPROVAL NUMBERS BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening __ T ___ PA1.1 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf —� — - — — _ � � _ , _ _ _ PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door - - — —_ — -- BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights ❑ ❑ CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications II I' i' II CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir III CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) a a ! COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square Ll [=�' COL or Col. Column INT or Int. Interior STO Storage EE] COMM or Comm. Community KS or K.S.or KlWall Knee Sp SW o S.W. Shear Wall ICI: D FEI ul L l COMP or Comp. Compressor KS or K.Knee Space SYP or S.Y.P. Southern Yellow Pine El u CONN or CONN. Connection LAUN or Laun. Laundry TB Iowsl Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered LA FE] CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken — ❑ FE FE'111� D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical • DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or0.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain WI or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 08-20-15 1.0 NEW BASE IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. BCR (CURRENT VERSION) FOR 12-28-17 3.0 2017 FBC UPDATE SEE FCOMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to 08-27-19 4.1 ENG. REVIEW FOR 15 MPH prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EV E STA responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 12-12-19 4.3 ELEV. B EXTEND ENTRY LAB the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. LM 17= r1Q r4q J% r4 Payments will be made in accordance to the terms of the agreement. �Evae���o Control of Construction Site: E, �'�� The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not / limited to, schedulingand s uencin of work, obsite safety,and T! `fir pP(���� ventilation of the building and thereby l shall not be responsible for 1the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, Q - materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before 1 941 construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. \ a � ' 1 'w 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q E O N (O pp 0 0)* p 07 N N J CO N rZ � # COLL :Ma) w N - a LL �LL Q ' M 611 ' W aiFii aaU Z n° o� W c Xmo W E°r'a' Boa LL - v<N0 QO� N Q Cr) Z . Z O H J 0< 0 ❑❑❑ W M M Z QD pp z N O — z z S Q — M U) d N — M z'^ V LL U C.0QA C, C� a '�` • O w N r�- E �N o �t< � H ` • zx = m 0 U ai c • r. Q tt C w M M Z o� Z E a E E =o oLL �o =® Oa U 0 U a� OU OQ O °di o �o LZ w , �m0 ro u C'o G I V 0 Z Z iv oa Zu go CL LL a W U � w � C> oLL 3 cD za a OU3 0M > d. � L � rn B ^' W cc 0 ' = qwlt . M > Q 00 L O CL c _ Q T 04 t� T Q O N CM r o Z f0 c E O rN c E ui JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. C S r co 0 U) 06M MW TYP @ 1 STORY A S3 5'-1 A S3 OWNER'S SUITE 8'-0" CLG. CARPET I N 17'-8" G 7' (3) 2x4 #2 SPF w/ DTT2Z @ BASE I I 4'-0" 1 I I I I F- �I U I CO co 2:12 VAULTED CLG. I FAMILY RM 9'-4" CLG. CARPET -1 5-SH T ---- R&S - - - - BUILDER TO °� 6"DPI-- N PROVIDE LI W.H. APPLIANCE - - - p PROTECTION W • I . C . 2._6.WHEN REQUIRED TB O BA PER FBC CO 80 - - , TILE CARPET �� -T - _T 2 CAR GARAGE 8'-0" CLG. -- 20'-0' flor 0,� 2668 HANSON LBOX @ 36" EDGE OF SLAB 2" l -,---I - - A.F.F. BEYOND WALL C K60"x36" ----�v DRYER VENT SHOWER THRU ROOSS �° &S D TP _77-PT. W OPT. D I 1nl Irx P 1 L AHU I V `� �--- Ile � _ 8.TC,G TILE L 1- -.- -- ---- S3 (3) 2x4 #2 SPF w/ R.A.G. 28 i8. DTT2Z @ BASE- T-10" R&S 4'-0" 1 V-7g" I 6'-10" N 4'_7., 8'-8" N 5068 B.F. I 1 OPT. I RtEF 1 ------------ -- �- BEDROOM 2 PATIO CAFE o �____----- ---� 8'-0"CLG. o LG // IW- 1 1 _U - CARPET d C Oo VAULT. CARPET / / / / � r Z) 21 -2' o 0 �I D.W.I 00 SIN K wl DISP - -' 2'-27 2' I I r 10'-4" VATLE��G- _ T. aN=WRANGE w flJ'�DEEP ----- 25-SH H B EGRESS O 29'-8" A F----------- I I I II I I I I I II I O I O I p II a � I X I 0 II � I x I o I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN IT FIELD. CC I --- - - - - - S3 S3 I K TYP @ GARAGE OPENING I I I I I 1 u FOY-EE R•. • ri DR A- ----- - 0773N1 JIIIIIIIIIIIIC]�II�IIIIIIIIC]IIIIIIIIII r266"8 &Nlqw�npmmm 4068 B.F. BEDROOM 3 8'-0" CLG. CARPET 10'-42' 15'-10" =a Z''� N �� W rn (D J B I _ 2'-4' I ti I _ m I I 00 I T 0 1 F, I I \ 25-SH EGRESS O BEDROOM 4 TH I 8'-0" CLG. T'CLG. T CARPET ME' 2" o 5 _r, 11'-0 FIBERGLASS I SURROUND z I O OP b� TYP @ 1 STORY r" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 187'X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1 H5 271 X 63 26 X 62 112 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 624 S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms 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 space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET HO SEE SN SHEET 6 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR PLAN - ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1 '-Ors (GARAGE / LIVING) tf O T rIWO- \\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q N N_ i! o CO V FAr 009 J N r N LL M (V f` 0 a0 y CO C) _j ,P LL#a - a LL LL m i� ° air aiC) � �Zo � m0 01 O m C� a 0 r- ca W z LL 2 EcPrn J o <N a ¢O� N¢co Z U F- J z 0 U ❑❑❑ W �o z N U) Q o M z W LL +-J Ory IN V c�- E U °o w O $ I U o c U) Q N Y M e so r- O �w M 0 o Z U_ l.L wo r� Q w O 2 ❑0 H _ z0 VO a0 00 oQ z O N E � p ¢o a Z .mod.. ¢W 0 U)y C mm O K Z� � �FZ <w 8< Z ao a� w� �w W U0 yz J =3 ,IX o << ;o ila a 3 � M N c� % . 'Cr O .-. , CD m cis ~ C r O 6 >, N r J O r CDM CV .. IM T 0 z M E O a U Q JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 1 __ - - I I '-m. VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES i U w / o MEDICINE CABINET 00 O \Q O ; O N cM cV co d M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt CV FIN. FLR. KITCHEN 0 ,LJ 1 CV OPT. Ll REF. LE I 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. CURTAIN ROD SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES �— C° SOAP = DISH 0 LOr co Q TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS M SINGLE ROD CLOSETS / LAUNDRY KITCHEN 0 60 0 n 0 00 �IN 1 MIRROR 0 OWNER'S BATH BATH 2 0 n INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS %OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 ILL 2x r } 'n o0 FRAMING 1 /2" GYP -1 BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS *=1N 1 '-2" 0 0 0 III T 1 T M t CV N N FIN. FLR. ILE PLATE ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=V-0" 1 � SSE •^' • �r�C •• 1V mil, �,.. C7J tU ' r Q 7T' AfR To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W rQ '0 pnp N 00 O O (O J M N �z LLL i a 13 M y rrNj S W U) ;mom adK Qnr ZO 0 Z c U) v WOI' tr0 �a;o m m J WIn E°T_rn _ 2l99 p IL Z 'tN QOO 13 NQMQ U F- J z N 8 Z O Q v � to d N z� VJ LL 4--d� (a w �oQ 0Q) V1 w c 0 � o U 00 w rn U Q Q 0 t � o w Cl) z O Z J ,y 0_ 0 O ¢ g0 w �o 2 oa E UWX F— `6 g0 x 00 zao�z N a0 ww i p a o m g O z Q) J m w ¢ to N a ° z Zao0 d 0 u a mw W T U W. 0 < F 7_ C) �O tiz J 0 0 �o IIIIIIIIII' CD wa z�¢ aF O0 a M 2 = L cc cc `° O CM Q L 0 o m co � � c rn �T O T 0) � ■ � N r T LO C) O N 6 E w M M r o Z Z E O y m cc a U _j Q p JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 2 'J I I I I I - -- - r I I I I I i I I cr IN M. HEEL 12 5� 12 �5 F4 T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. ` T — ---- -----7--------------------- 14'-0" RIDGE VENT 12 7�5 - - - -- 3 TAB SHINGLES. ROOF -- -�r --y INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" E F-17 11 : I [L 7E FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT 0 -------------------------------------------------------- ------------------------- -------------------------------------- --——— — — — — — — LEFT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MAN UF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED _ CEMENTICIOUS o? FINISH ON C.M.U. Zo (TYP.) General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. 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. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. \ 4� r •. YCN ` .J q O• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 7 U N cp cp O N it 0 LL fL LL a u_ N N C, W W �""ii aiiLU '4 rn W W C CV ma�� iC°Q �E°'a' spa ILA r<MZ da 0 Z 04 U i— ❑❑❑ W Z N O Z Z o Q v M d N M ^ W LLO W O d Ow t� c s V. . M w W A e 8 _ s U o' U3 • • Q r~ Q o W �C:) M O U_ ce E OU oo as z oa cu O $0 o< dZ Zo ;Z ¢Z Z O N t °dz o wz ¢W ' a o x m 0 O¢ Z Nn U y m <� Z Q W �Z a 3 89 gZ a W Z 0 CO i < a (0) o .2 M = V N ui ^L1 W � C9 ' .= M > .-. ^C:^11 m W 2 %%=woo C _ Q T /r It N r— _ Lo O O CV r Gi E c ce) r O Z M Z E O N N d E U � Q p C JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 3.1 0 ao TnM — — c a 12 5� �12 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — — — — --------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------------- REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14-0" RIDGE VENT 3 TAB SHINGLES. ROOF --I T2� �� — T 5 INSTALLED AS PER MANUF. SPECIFICATIONS T.O. M. HDR HGT. ------------------ --------------------------------------------------------------------------------------------------------------- - --------- 1'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" (TYP.) (TYP.) F.FL. - RIGHT ELEVATION - Al SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. 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. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. orW�N FL 5,0FESSI0N N��\\ ffrr To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE F a co U N (O oo9 - tJ CO C r N m U CO CD� °' (n LL M 0 a _J 11 N 2 u_ N M S W y aimu 52 aaW Z vU)rn W 0 m o _ 0,o o�c° 00 m ILW a 2E°'O' �Oa :9 to Z rn N p p NQ(�Z U OF J ?' Z �� ❑❑❑ W z "s z s� = Q J th N fZ N M Z C O I�tp WLU y o V Q Q 0 W N o �� o 40v? r— U M rn "' a 8 m I'.... u 1, z U 0 CD tm, 4 C:,w cn M G") i g p S� Z Z a i� Q J l.L d m � zo w¢ o0 f >o z® E ZO O K O a'- °dz � O it wz <o >_ a U j C V2 m2 o oLL Z (3 nm ¢W ti d o a y w W Jz a XF > Or CDw CO 'cl za a 03 0M = ai W N CM o m co C.0 C !� v O r n O CV T E c M M r Z M Z E O E �; FL U Q p JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 3.2 2" 1'r 2" *NOTE: VARIES 1' 1p 1' CAP CAP iv N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY SIN 1/2" RADIUS 3 1/2" RADIUS 'I< COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �--� iv 3/4" RADIUS 4 1'-54" BUILT W/ STUCCO. 1/2" RADIUS 1r 1rr EDGE OF 1" 4" VARIES " �N 1■ OPENING VARIES 1'-4" 0 22 r VARIES 1r�rr M iv 1" VARIES -IN 1rr 1r' 1 rr 1 r-prr 1 rr 1 1/2" RADIUS 41„ 2" 2 1/2" RADIUS 3411 grr 4 crnv N d� CI - f1E VARIES 12 32' 11" 3" 1" 1" 1" BASE CD 49 CD iv BASE ,- SIN ]rr ,rr ,rr 2 z • MTv 1 rr 1 rr prr prr 4 4 1 r-8" air 4 I I C 12r *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" .I 1 rr 1 -4 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. 2q EDGE OF OPENING � • O 1-1/2" THICK 1-1/2" THICK 4" 101, `~ 21rr 4 � 10" L 6" ` c CO K 3" br 2 N 2rr 4rr 3rr Err 2rr 2rr iv W W M I > > 1-1/2" THICK, rM 2 -4 52 1 5 52 OO IN u� f43 1 r�rr 3" N (� ICJ 511r 4 � I trr 12 VARIES VARIES iN I • VARIES VARIES 4rr 8"- rr r--------- I � I - ^ Q- 1 rr 6" 4" (V <V KEYSTONE F11 b OPTIONAL KEYSTONE F11 0D OPTIONAL `° 2 44 � v Rg4'ry 3rr prr T J2 �' ' 4" GARAGE DR. OPENING 4" 3 4 ------------- 7— WINDOW OPENING 4" 3" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-63" 14' 12' 2 1r 1' 4" 2" SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 53" 1'-12' 53" T-8" 1 1 prr —f iv 1 " 4" 1 T-0" 4" 101, 1'4" 101, 0 N 00 CT i0 N 1• c N 19 1" 1 rr o iv (V o?9I • 1 " 1470, :- 11rr 2 1 rr N �� 0 1r_1rr 1rr 1rr GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM i • POLYCOAT (HARD COAT) Eli El I Hsi 0 ACRYLIC SAND FINISH I O O N CD 8 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to Q cepp O N N 7k O O O V CA J O N N N q* 0000 LL M O :? CON J �� LL W J O. Z< LL N LL N y M W rn LLI -FL, z� 0 m 0 o Z O 9 N O N - N Q MLL Z U� J Z V ❑❑❑ W pQ z N (9 z z � Q M d O N - o C U Q 0 T E Jift U M w iA r E — O 8 ly � = y ai U 0 Q o o w M M =� w Z � J aE 0 wj oa co fD IOU U UO � U o� Z N aQ �� wZ oz �� a¢0LL y m0 o Z H >Z Z U:) J wU� EN u'i � � osd Z 0 a W 01 �`T oz � o w a° � ila ov 3 .0M � L � rn m Al W m 0 \ O �1 > 0 A in ^�1 = � O CV r (00 T N M M 0 Z z E O N d U J Q J JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Doper to lights & outlets Dpper to 20 amp ckts copper to W H copper to Dryer i Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEF DUPLEX OUTLET ABOVE COUNTER 110WP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE I•-O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN%— �Q EXHAUST FAN/LIGHT COMBINATION db 3 GI ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �' H.B. DEDICATED RECEPTACLE WP FOR MICROWAVE RANGE DISC. 1-H PUSH BUTTON SWITCH (OPTIONAL) GFI HOOD PER SPECS F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH of of nmo ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 0 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Rorida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a3 O �i N pippp N it FAV p M N r, a) �j N J 4k Co LL O (ii .(D M 0) fn J .� 7 J* W LL J tL a LL N 2 �j M S �6 LL W y 0. Wa W ._ 0yz�o Z> -0raa' W ca o � CD mmo W Z 2 E_Trn <N D It. N¢ M ZIL ¢OO U F J Z �� I W M Z N O � O W N a M d N V) L o LL a--+ V rn � a 0 ° N c E o `w. � U m ° 0 8 8 f z U a Q � a • s� CD CIDZ CO za Z o J L.L d � o i o W O YZ Q a. z® a. 00 tm 05 _ �8 U� Q� Z O C N da ao 0 ¢w • � C/) _ U h o a� Z Z a W m Q W �Z a � w W U 3 <21 o w� > Oa CO za 3 0M > d' � Nt .�/y M > m ILO ^C^,, W co 2 _ , T J N r Q O 04 E L C) r o Z E fc a E U 0 Q O 0 JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 4 _ —E I - 11 ! 1- — - I ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of f ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) ' NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4'=V-0" General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. 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. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. LLT ••'' .�r U •...,•••'•••• ti �/fFf I1 jl i i i i�41t10�,1�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE E Co Co 00 Q O O 01 C)Nna=i N O N Vm O J *kCNOLL C � � J W t 1 LJL N Vi fM a �rnLL Z u_ W , N aWa� 0z�o _@ m m 0 2 N co W gE°_'rn Z rn@ N � N Q m Z LL _joaa O N V O J a < Z V ❑1—]❑ W N Z2, o m o W NNQ ZC)Q It Q J O d N M R N z o T Y W p U o Q �� 0 W DV) ry N ZD V Op CA ' W z® U 'o °� CO o • r. Q Q 44 co w rM� z 1 o z a rJL zo 10 >N E U O'z z <O Z oa z (6 f X U �Q O U� SOU OY W Z N i o ww �� r ¢o . mO z Z z J �o 2 a ° rz z •n 02 ga z 10) az W i2 U Nw �� O� J CD oz J w =� �0 �M_ o a OUP V za N CC L N 0 M L.L (D .-. r` C) Q 0 CO co _ p r- •� J N n T O N O N E w M r M O Z z E O cc a E U � ¢ p JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 5 c c d 5'- 6 -41 6'-0" TYP @ 1 STORY U.N.O. A S3 M in 5' H.B. 8'-6" ib io 0 o (: Z BUILDER TO (2) #5 REBAR 4'-0" 12'-1" � PROVIDE VERTICALS w/ in O APPLIANCE FILLED CELL PROTECTION WHEN REQUIRE D ■ I :: :: I: PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC.� : ; N I SLAB FOR HERNANDON COUNTY ONLY "LO S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" I VAPOR BARRIER EDGE OF SLAB 2" - ■ CJ :: I GJ I : BEYOND WALL CJ C? 5-3" V-10"1, 3'-6" r� (2) #5 REBAR VERTICALS w/ in FILLED CELL I I PT. 0 OPT. D 3 1/2 ih 2-6'x2-6„X1-0 FTG G W/ (3) #5 E.W. S3 --- -- --- � 3'-5" SLOPE 4 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP 1 STORY U.N.O. A I ici / I K S3 CC S3 FILLED CELL I -' S3 • •/ Ci J '.'.'.'.'.'.'.'.' �: ..'.'.'..'.'.'.'.'.'.'.'.'.'........ � / 2'-6"x2'-6"X11_0" FTG TCD / W/ (3) #5 E.W. (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM / �' / C? PROVIDE %2' x 9" "' RECESS FOR F RT. OOR SLOPE I S3 CC) VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB / j' HVAC CHASE TOP OF PAVER PAVER T BE 4" 4'-0" 4'.4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN %' BASED ON 0 -0, BELOW FIN. N. FL ■ ......... ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i' LOCATION I . '. A.W/ 25" EXT. ABOVE SLAB "GRADE 40 / i' ::...................:::::::::::: ::::::::::: :::...... . 1 ' STEEL" /i' -----.------, 4'-0" 16'-10" ' •12'-10" 10'-10a" CO STEPS AS / / :....... .' . PROVIDE 1 Y" RECESS REQUIRED PER FIELD FOR SGD. REFER TO MASON'S SLOPE FOR / / / KITCHEN ISLAND LOW WALLS OPT. : . •. . . . . . icj: CONDITIONS ■ WIDTH / / C+___ REF. �ivJ— - ■ — — — T� — — I IS D — — — — — �F — — —CJI — 1 j — — — TYP @ 1 I D.W. I � � CHASE TO I r.. t lit I STORY U.N.O. A N I LL J— I .. Ilj oo S3 in v =—_ — SINK lod DISP — :. I .: : ; }Cn 3 1/2" � I tl. I L_ / i' 16'-0° 2'-94" 6'-10" I :: :: O ° -° ■ — Ili 0 L L0, J —------ L ............................................ H.B� 3'-0" 5 4" 1 3' TYP @ 1 STORY U.N.O. A S3 5'-10" 3'-10" 2-1061" 1 5'-11 FOUNDATION PLAN MONO - ELEV-Al. SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN wz w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .�: �:.; ; :: • •_ REINF. SEE FND. FOR :;:•;. QUANTITY • �: #5 X 25" X 25" CORNER '�',:''•:, �'',', �• '; BAR ONE FOR EA. ' ' ' • • HORIZ. REBAR, TYP. • "• •. U.N.O. ., **Alternate: The reinf. bars shall be • ��,; ::%. ��;,; cont. around corner by cold •';r,; • ••��;,; •':;, bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" it ;;.'1;t1,11f lltAi re CIJ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N O N C'DC,r eCj co LL 0 f71 ul J LL J (L 7 a 13� 'j* LL N LL N M W !N �ciL3 ° a� Ozo 0 Z � � W R LD a o _ m O m W W m o�<O Co 2E°'6' �o a Z CD Q N N O 5)cM Z N U 0 aao W z N c0 z � z Cq M t/1 d N M z s UrLL f6 LL, o C n `_- 0 N �N ° c o 2 o Uft U rD w f— 2 8 — o g U 0 • Q o se O w M M o a Z � ctr 0 io oo® >R Q O wi E� od z N CL O C:)°dz %U no moo ¢ ww N � 0 Q rr � yam,. L M� CO ❑ m °� Z � a� N m a w z Z° ¢ d Q p w ° a L.w W U ao o� � 3 C:) w �� a is 03 °M = 0 It .> N O , c _ Q T' J N CD 0 O N r E 3 M CIO T- o z Z CD y a E U a «? Q p c J JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 6 r n — UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 1 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONY LEDGER A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4'=V-0" �.., D W, c - l• sss To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .. W N cp Cr�pp Q OO 9 N it m t0 O M N ^ 0) # LL J :k s�..M�� W N �LL 2LL LL a �j M S W> 13 y a ai " ii °- Lu Lu CL Z � O m � O O m m J 1i E°'rn Boa Z N LLW v a 0 co UHF Z U ❑�❑ W U m Z o � z < � ch gram !Z N c7 z o Q) cD UL �N 4--J_ C Y LU 0Q) w o o � U 0° E Q `� o soo CIO M M 0o z Q LJL au O z �o W zsU as z o�a a C W� t— xa° oO �U N zzwZ n =Y U U m M Oz z z N J m a Q W z u) N 3 0<. z 50 W Q a mw 2 o J aF o �0 IIIIIIIIIIIII' zl¢ OU °CM = N W d" .> ILL CIO O Q o co O N J r- T L0 T .ice O N 0 T ci T M r a M o z z E 0 a E U Q p .j JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 7 v+ v Q N x O 0 J N CD 0 a CD J N I O CX c v v C H Q N O E N O S C Lz: v 0 I .o i CL 0 v a> Li GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. it. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 ■O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS :III IM OEM 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID o ! rw ' J O /5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. Mil F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8 F 16— B/ 1 T U a tNOMINAL, QUANTITY OF � T WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P piecas rintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR M IN. AT REC'D (1) Q'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O e a .M.U. #5 REBAR AT TOP ° ° ° ° GROUT MIN. (1) RECI'D ° 4 o D D 1-1/2" CLEAR ° 4 ° Q r, �0 �'� C.M.U. 5 REBAR AT ° BOTTOM OF OF o LINTEL CAVITY U V Ul O OTTOM O Ci z REINFORCING 4 ¢ dco ¢ z ; 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL W N 4 d po3 No � Ir D D � �o #5 REBAR AT BOTTC AS INDICATED ' NOMINAL WIDTH (VARIES) v~i i a�o . LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF� U 4'-6" LL 4'--6"/LL CE'J 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" • /V ��CBSi0`�P \\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q It'E �00 co 8 CIO, C ik V OLo N J O 0 C LL' M N ti N c0 M N J ' 0) •7 LL •- �2 LL LL d h a 13U)uj Z c) 5 W ai ii 52 a Lu a it � U) 0 o a o _ = g o Wm W C CN- (° m Co Z f.. LL I:6 N p < 0 rn N Q C) Z J V Z ° U ❑O❑ __ ..• W Z N fD z � 3 Q � a N 13 U) M m _ — U Vi od w � 0 N " w F- c got g o ;a, ,g � — E 8 �tr, a z U o U) ° Q Q o rn S CO C13 coM i O Z LPL Q E 0 zo �z >o ¢ ry Z® co n� ¢< UU OU Z O N gz , wZ ¢ C mm O¢ Z F Z� U)v N J ¢ ° aw �z 0_� oa 0 3]O a W U o < w ¢o C) CDa w� a; � nL, W 0 > o Fri CU �i C _ Q T N ■� J t\ LO C:)O 0 N � ui E c r o Z m Z :3 E Q 41 m m a E U Q O c � JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. 8 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 II 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 I 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. T 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 WATERS 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. 11. 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 KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1. 7, "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3 3. R SHOP DRAWINGS ARE T BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS 0 G 0 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2, 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6, FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ouerpo r and mortar along the foundation perimeter must be removed be ore extenor soil treatment. 10. FBC-R R318.1.6 - Sal treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any sole disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed before be issued. a pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY 0 ONS LITY 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 "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 8". 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. 1411 \4-. EJ �/* f C, .u�.y� '�rr,ft pl d 1 S Gi t+4`11��;1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _. .__.., a O N f0 orp c gU Nik O ( c i C O rT J CO) N r N It CNo w N W J0) �N0 J# W W LL LL a Vl M W LOUOa >�'LL aacr Z 13 ��0, O @ d o m O W « C N CO M o n W Z LLW 2ETo) �0 m N Z 6 O� N F J Q M Z U �v ❑❑❑ W (D M Z N M O o O z Q J M d N M z o CD �-J LL 2 U V) Y w 0 w N c o r- o U c;`•i w = E H - o g I z U o N • Q ry Y Q �i �rn is o M = W Z a U_ E zo of � >� =® o E Q �� oa Z cv 'd o E �o oa aZ �o Uo �Z aZ N Q X L ry c _ C O m o oZ Zr ZCO Z W CL � 8" w� aZ wr =� C.� o NZ JC = 4 � o � O U°az3M M � L N m T Al W @ C� > 0 00 �� > 0 a O _ C)LO T t\ O (0 N r E c M M r y Z M Z E 0 m c @ a E U Q p JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. SN p CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v,91 J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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 NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-011 + + + + +++ +++ + + + + + + + + + is + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nee 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 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber FILL CELL- STD. 90° HOOK BOND BEAM w a STD. 90° CONT. #5 BAR CONT. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO �< O CONT. BASE PLATE BEARING COLUMN i' SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND i/SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN \ OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. r 1/8" min. ) Small gap 2" min. Filler blocking 1/8" gap + 2" max. 4" max. Web Stiffener Fastener Schedule + , Joist Bearing Location -� ia— Series DeD�th End Intermediate ,2 ®_ 9-1 /21112-8d 2-8d — BCI 5000s 11-7/8"i 2-8d fi 3-8d Clinch nails - - — - 14" 2-8d 5-8d 9-1/2"_ 2-8dd --- 2-8d_ when BCI6000s® 11-7/8"' 2-8d3-8d possible \. BCI 6500s® 14" 2-8d - 5-8d 16 2 8d 1) Support back of web during nailing to prevent damage to - - _ _ 11 7/8' ' 2 8d 3 8d web -flange connection. � 14 ` 2 88dI 5-8d -- BCI 60s 2) Block solid between joists for full length of span. Tight fit _ _ 16" 82d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ 1.1_-7/8"_ 3-16d 3-16d_ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s� �_ 14' 5-16d' 5-16d 4" required when indicated or max. 16" 6-16d 6-16d 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 Ya" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmo th cuts. - Birdsmouth cuts. N.T.S. - -- - -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker 11 lateral load. nail each side 101-0 at bearing. TANK -LESS W/H H C G 0 0 0 5'-011 Q - c� STUB -OUT FOR o LO GAS METER 0 o � U O N • 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 COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1 U-8" (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'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-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 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges Boise Joist Blocking lapped , joist. for each� Odnails SECTION a@ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf 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 Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 611 A 1%" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 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 1Y2" 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. N.T.S. Joist hanger SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —, Nail with 10-10d nails. ' I I— \ Install tight to top flange. SLEEVE THRU STEM a " f •. SEE PLAN FOR °• • . • / FOUNDATION INFO a d. STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. --- 1/4"-2" gap — r = , Backer Block "Top Mount" "Face Mount" Backer block shall be tight 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements E ; 0.6 X Joist depth �✓'j o� I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rv�, %,nr�x 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA.LOCATION OF °SECOND H10A SIMPSON (WHEN w/ (18) 10d REQUIRED) NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE -12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A d 4 IPVC OR SCH40 SLEEVE r— PLUMBING LINE io Z • 4 . � .. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE F14 ' .d 4 dO' ° d4 L c 4 O d 4 d •4 SEE FND. PLN. SIZE & REINF. +• r�. cc e �9 1`N� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v E E ro N W °p N O O O t� 0 CA (O J CO') N � � � � LL �Mm � # W 9) 3J u_ J 0.LL N LL � 4 uj M � W � ai m LL a s it lox�o � cn z o I So W W m "myorca m W IL ME°'rn Boa rnz m 0 la Z <M N Z U J z o❑❑❑ W z N O z z _ Q o d N � z fa �U , x � N W w � c o �N�§ o n U 'n W � r m 1 zlr 8 J � `� Q ° Q s� o C.0 w Z M y o LL_ gtt 0o O• U U �0 � �® oa tD io XU 00 z� N L �0 �o ¢O �� Ww W� a3 n, zZz =U m o Zw '¢ z QJ ° w Cn 3 2 3 `� s LL U �u a mw W U ao �— ou�. G-3 mi CDw� >O a is 3 0 t L rn B ^' W cc C9 ' .— 0 a = m t0 co _ Q T � J N r- T (0 N O E E = CV)r o z m z = E 0 a o E U � a Q p c c � JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. SN 1 I _ I I I - - -I V_ I 1 111 '_ 1 111__ 11'I'll _ I _ -- 11 - - -- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD R x # C O 0 2 4 2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'1 SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"x3/16" PLATE WASHER (TID 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'1 (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANSULATION @ 24" O.C.) "SIMILAR PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .ci SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6 MAX FROM END OF 2 x PLATE �' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" () 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1.4xW1.4 D. ° ° PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ° ° ° ° A.F.F. �� O.C.) 2 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. = I m . .. p � i o • I owor ° ° ° ° ° ° a ° ° a °� °° z _ ELEV. -0'-31/2"I A.F.F. �31/2"MIN. �31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -I I I - ° '-11 - I ° ° ° ° 2x4 CONT. ° ° ° °00HURRICANE o ° . ---�, - ° I_ 31/2 m1n.-4 - _ �1- - o ° ANCHOR @EACH I —I �I F171t ° ° ° ° e 31/2 (min. - 4 TI_ I I I- 31/2 (min.) - 4 - - (nP) UPLIFT SCHED.) W/ -1 _I �I GARAGE DEPTH VARIES I, --METAL VARIESTRUSS (SEE PL. UNDER EA. TRUSS ° ° ° 9 ° ° I - (_ I - I 115.1110I I � f I�- ' - I MOISTURE BARRIER TYPICAL INTERIOR BEARING ° it.I , (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. " _ ' g INSU ION LE SHINGLE ROOF WALL W/OUT UPLIFT GARAGE SLAB AT STEP U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. TYPICAL BEARING WALL @STEPrcC 7/16" O.S.B. MIN. SEE ROOF GG B NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP GpN�`N�pJS�.t STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING P cS t�Ep GYP. TYPE "X" @ GARAGEC 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�MUo s SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,GpN��NJ (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING 3rd PTS FOR WALL HGT. > 8 @". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR c04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP . WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"1 BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON p� 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6' MAX FROM _ E 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS �„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE �, WWF OR FIBERMESH •- ARCHITECTURAL r TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o ° v . 1x2 PT WD FURRING @ 24' O.C. FINISH ' ' GRADE N `a e ° _ z_ P FINISH GRADE °O M #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] a I I—T—L 0° — _ ° D ( I = p _ _9 „ 1/2 GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ° ? °� — -0 t+ 25" MIN . LAP [30" MIN. LAP] TI I J I I— ° U.N.O. (SEE FOOTING MONO SHOWN D °D1=jI °O LU . FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY D � _ D p D ° D=III=1=III=1=III= III=1 _ _ _ I=1 1=III=III- 1= ? 6 MIL VAPOR BARRIER - D ;. ° — N z #5 REINFORCING BAR R17/8 I I I-- 1x4 P.T. BASE NAILER ° ° I ° T L (2) #5 CONT . -I I_ I I I I- 4"x4" INSPECTION > ° =III=III=III==III= NOTE: ° D D • ° N 3 HAIR O CHAIRS 31/4" BASEBOARD PORT AT EACH g III= 'FOR BEARING WALL =III= 1=1 I 911=1 11=1 11= cv �=III=III= 1 -1 - COMP. SOIL. (COMPACTED TO - ° 36" MIN LAP (36"MIN. LAP] (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL W/UPLIFT ONLY _ _ _ _ _ _ - -_ ___ o I - 95 /o MODIFIED PROCTOR ASTM _ - - 10" MIN, 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR CO III=1 1 l= =1 �=III=III=III= = =I =III=III=III=1 -I 11=III-III-III=III=III—III=III-III-III=III=III=III=III=' = =1 D1557) I — 4" 1'-4' #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK oR POUR -—Iil=1Tj_-� 1 ,1 1� 11 ;T1-T1-1-i I— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE II �lil„I CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rGW1.4XW1.4 WWF ORDECO FINISH 4" to 6" BELOW GRADE �_, SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _,_,"FIBERMESH" SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" a SLAB INFORMATION. SLAB INFORMATION. ' ' r 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 00 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR _ e - z_ min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER i p D I ° - ° a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . • COMP. SOIL. ° • T O° - - ° - TOP OF BEAM & LAYOUT DESIGN . ° (COMPACTED TO 95% - - -° 1 #5 REBAR w/ OPT. () SEE ROOF PLAN - - ° ° _ A a ° r • ° MODIFIED PROCTOR I ASTM D1557) -4T- I I - �S� �I� ENCLOSURE (2) HTS20 FOR STRUCTURAL r N - ° 3" MIN. CLR. I I I T��I I BEAM SIZE & � a (2) #5 REBAR CONT. 1'4" (1 STORY) !. • CONNECTION INFO ON 3" CHAIRS TYP. 1'- " 2 STORY) 4 8 (S 0 ) STD. 90 HOOK (SEE DETAIL) MIN W U.N.O. PLATE' I 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL w 7"s" o.s.a. Z MIN CH O.S.B. SHEATHING ATTACHED PER NAILING SEE A/S3/J/S6 FOR REINF. INFO. 8 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3"Es�q w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J 6x6 P.T. #2 SYP SLAB INFORMATION. 2" 1 2 o rM FROM SLAB Uj ABU66 SLAB STEP & RECESS S.G.D. 01_0.1 0 CONT. BEAD SEALANTF SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND .. a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND - .: • : ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .-. A ` , 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS �� ...° •' GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS � z M r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. - TO FOUNDATION PAD d '. ' `� ° ' • STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ;. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN �, rr _ _ •. - _1 •:. . (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT qT w/ MIN. (2) #5 VERTICALS ? GRADE a ° �. 4 co _I I - ,. A. "„ oo TENSION 120#) CONCRETE SLAB € iY, FILLED SOLID (SEE PLAN FOR -_ - - a _ d - TIC— 6 x 6 W1.4 x W1.4 i� SIZE AND REINFORCEMENT) c� ;III= Z ° a • = =III=1 =�' =1 '•: •, - I I '-• •, I ^ °^° -� — - WWF OR FIBERMESH a `Y' I� BRICK PAVERS or SLAB PER w=III-I o w cwi�=I 1 O = -III- I=III—III=III w a 1=1 1_I 1_ Z • • • z a . N _ ° o w — — - ° a — M - III— ,; - - - - - FIN. FLR.,- COMMUNITY SPECS � = - _ = = =III = = _ SEE A/S3 OR J/S6 �T -I - I I k-0" SEE A/S3 OR J/S6 I i,-� ,,, coM 6 MIL VAPOR z- - _ ' -III -= w III -III- =III=III =III=III= FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER rIRV - - -I I - I -III- - = -III,= 1-1 BEYOND 1' " (1 STOR ) / Viiii (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) - �-� • '• _ � ;:. ,'' " :•. ' PAD REINFORCEMENT =III -III- 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 4" 4" ••'� :' •:. • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH - .+ . ,�. P.SEE CONC. PAD INFO. SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3""= Vi SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. V� �J v s E --►� `�' - ,.j _,r) • Cjit10 J \�.•c!T �. U JF.�e;IONP���, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �8 N(# N O fl N J M N O iii �1 -J •7 LL N LL LL t1 a z U) � W ai m a Lu z � rn 0 m o m 0 m W W M 0��O E T _j Z ns N Q M Z U�LL J z < � C-) 1-1011 W z N t0 z Q d N V LL 41 fQ C w � U C`f Ow� V) a Ln rk; U 0° rn U C T I <� _ U o AUQd o w M M ¢ o� Z Ill.. E w= g �o n o �° ?® �a �U Z E N(0 0 Sao <ow� wz �` d Cx i U "m mO Oz Z Z U1 J � a ° mg QW z a 3:H�w w U of o Jz Wa =3 �� ;o CD il¢ a _r OOP M = 0 C 0 > 000 m M � J N n p O N � ai E w = CY)z M o M z - E O f/1 ac0 a CC JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. S3 (MONO) I I 1—L I i v a N 0 J N I 0 i a C A J N 0 i Of 01 0 3 a N 0 E m Q 2 v c d i tz 0 0 0 0 i a 0 0 ti N N hs 0 N N a� 0 W C) m 0 \TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP ) SEE ELEV. UPLIFT SCHEDULE CONNECTOR j (SEE (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS LAYERS W/TOTAL FOR CLEAN -OUT 8" O.C. OR 4d THICKNESS 7/8" OVER METAL 2x DEAD WOOD @ MID DRYWALL NAILS LATH. FIRST 2 LAYERS 3/8" THICK MIN. EXTENSION FROM POINT w/ (3) 12d DSOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMFI HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAIL SON SP2 w/ (12 FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING �t 1/2" EXTERIOR GRADE SHEATHING J FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VAi21E5 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. SL� 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. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS 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)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90" 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 a COMMON WIRE NAILS @ 4" O/C EXTERIOR —/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT KA WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4Fol 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB IN4K0 BLOCK AT EAI STUD EMBEDMENT MAIN SPAN TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD SCALE: N.T.S. 14� MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d a e d 0 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lU 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. BLOCKING TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED ( ) PROPERLY. L—ROOF TRUSS 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE --- J J s \RMEN�\1 > T W 0 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. SF A/NO0ty 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" 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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 d 2 x 6 P.T. 1/-GARAGE SPLICE NAILS TOTAL) EA. SIDE OF z DOOR 48,SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' 1 (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE 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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 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)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 . ' 10d @ 8" O/C ATTACH ALL J �J EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 k. 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dQ d SIMPSON SP4 —I TRANSOM FRAMING \N' SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 4 NAILED INTO TRANSOM FRAMING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26) 10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS (�S4) SIMPSON SP4 �-OVERLAPPING 2X TOP PLATE 10d NAILS @ 6" STAGGERED SIMPSON SP1 J-BOLTS @ 24" O.C. /'SIMPSON SIMPSON MAX / SP4 SP4 2X P.T. PLATE 2X8 P.T. BOTTOM PATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 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 C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY / R \ SCALE: N.T.S. tv r_ 0\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the atengineering portions of the drawing pages bearing Engineers signature and seal. Frov E v pppp V M N N C.:,0 N LL �0 #� C ui ,�N, M Of 'NO J # W ��N EU. a a Z _ ujM W U > u- - , W 0: torn ��� mmo Z 'T<M�O M NQ Z U F— J OU ❑�❑ W N z a z Q J !7 U) d N N U. � _ (� .0 Cn Y w o o a w (A c o N U 00 _ 8 d U o 31 • o w M M m o Z LL-ctf E =o >0 o Wz Fco O E � a0 ° o0 o< 0z z01- N i ¢Fo d =g N .0 OK 2 � z J m WO e Q W i n 3 02 ZZ g° �w T � < � a0 F r CDw` Q0 �_ a z ¢ 00 3 E2 ai nL1 W co c� N O ; O Q C: c ~ Al m W � � c 0) 'tt _0 T 0)NT- •� J r- C) C)T N E c coM �-- Z z E O cc a E 0 � 'D ?? a o c JOB NO : 20-2743 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w! (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKERAND NAILING OUTLOOKER SP6 FOR 2 6 WALL USE 1 " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45' ± 24" MAX. TOP CORD BLOCKING 45"± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48 O.C. EACH JOINT W/ 3 10d " O 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 EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ DIV 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. • INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 'L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. „ „ „ 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 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" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4° SCALE: N.T.S. CJ`CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS x SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES 10d x 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24° TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2) 1Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 1Old NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T' ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAI OKT w/ (4) 1/4"A 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR ' "' r co NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING � ;o SHEATHING DETAIL FIRST FOUR ROWS INFORMATION `� OF TRUSSES @ 1 1 1/ " 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d �Ij_J�1' 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 @ 48" 0/C FOR THE FIRST (4) ROWS OF (2)16d NAILS SHEATHING ATTACHED W/ 1 0d NAILS @ 6" O.C. W/ 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24° 0/4 L CKIN 2) 16d TOENAILS EA. END (D = 0.148", L = 3") OR EQUAL NOTES: (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L - 41/2") OR EQUAL - END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS \, CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)I DQ I I 1 1 1la -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL \\ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 10dx3" @ 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) - SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g ADDITIONAL INFORMATION. SrJ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT HNIMUM 2x ;BOSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" 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 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S'J OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Sj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \_BRACINGw/(3)10dx3"AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1111 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-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) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. LU 0Cr 0 a 9�"1 Y CORNER JACK U tY W z Cr 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" 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 a M�: /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" 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)10d 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 O"�^�f�� V' 1. ... ...��� \ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _ 8 V 01 M N N C "7 CO L'ft 0 (h Wa ari Q Z LL N 22 LL vi ch W rA ai c U. a a it �05 0(o ��� m°�°� W W 101-- 2 E 9 m � �p a Z IL 'T� N O O y N ;;z M ZQ a U 0 _; W CD� g z o J C] d N E3 N z � a C2 � LL •u Cn Y8 LLJ 0 N w E fQ �- U 00 U a Q • � ¢ w 2 CM Cl) w Q 1 LJL Q E zo o0 E >R <N 2® E Mo o U�WoZQ�� rD E �oz ox �0 om WzN iM vm0z -2E U Wz W o�zW'_ �3 ;o CD ila a ° 3 M >� 0:: ui nL' W � .> O > 0 co _ Q T T- J 04 T n LO C:) ui E > cM M r o Z Z E o aNi 1° a E U w JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. S5 1 111111 11 111 1 1 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER ix4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 00 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING �� �� 2 ROWS 3/16 x TAPCONS ( ) FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO O.C.(TYP,) STAGGERED 16" TAPCON @ 16" .C. & 4" °� NX8 ` BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH ++ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 ++ DETAI L `STD. STD. 90^ ` 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & JOIST TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT IL 14% L SEAT PLATE O.C. & 4" FROM DOOR JAMB {REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL I/, Lila L 7/' : rB DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` HEATHING TO OM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 O.C. & 4 FROM EACH 1x4 — -� TAPCON 16" O.C. & @ END C MIN. 2" EDGE DIST. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' ±2 NOTC FIRST COURSE �@ SIMPSON HGAMIOKTA 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I _ ♦ INTO BAND JOIST & (4) 1/4' 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5 FNOTCH WEB AT IRST 2 COURSES E ' ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° •• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FOR CONTACT ENGINEER I RECORD INSTRUCTIONS. FURTHER INSTRUCTIONS. • " ' �'''' : ° SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN • ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ­/ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4 MIN. OF BRACE THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE SIMPSON 1/2" HD TITEN (CENTERED) w/ X o�FRygN TO TRUSS TOP CHORD MIN. 41) EMBEDMENT AT 16" O.C. + < � N j �-Orr 5r-Orr SCALE: N.T.S. SS 12 + + c'rN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > "� n EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • . �1/4 MAX t 2'_0" 8" TRUSS + SOFFIT + ° . e ° > #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + D' 1� ° ` • ° g 9 N TOP RED W/ - 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP • s ° EACH TRUSS ► o ° ► KNOCKOUT / N .'' ° ° CHAIR BLOCK O.C. AT BUCK 8d NAILS @ 8" 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • s� CONNECTOR -� _ — � d • , MONO FOOTING x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I a 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .► • • e DIRT6 z TO BE INSTALLED 00 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL a -Q9 ° � D SCRIBE NOTCH BACKSIDE 7/16 OSB ARCH PANEL (NOTCH) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; 90 HOOK c� #5 BAR IN I TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4%," WOOD ) () FOR OVER HANG FILLED CELL -� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'4') , V L V 'k, . '6, 't _ .1, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" 's INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� �� � � `' �� � � �' �' � � `' � � �� ' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN B-g AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >- #5x6' EMBEDDED INTO EXISTING BOND BEAM � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F•F EPDXY MIN. 6" EMBEDMENT & M FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP N 3" MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE n p v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o LU a A REINFORCING AS FOLLOWS: r a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT v e — — — I ,= p EEI g PRESS PANEL REINFORCING INTO PLACE. 6r MIN. LAP SPLICE W/ I 0 P v #5x6 EMBEDDED INTO z 3:- � EXISTING FOOTING 2 #5x6' IN CONC. {) T COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND ROWEL REINFORCING PANEL — — r _ a _ SMOOTH. DO NO FURROW, - n . I� n � ° . _ N FILLED CELL DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE I - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP o, p . — . El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° 04 Q REMAIN FREE OF MORTAR. NOTE: `' z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' �-10 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° 2 #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CN Na �. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 55 Q v N N V 0 O N M N LL (D M n as U) w u LL N a 2 N rh S mLL 52 1 a Lu Z-0Cn 0 W O W. 0. W 'm o tic° m W 2 E T _ p a N Q r) Z U O j Z �0 ❑❑❑ W z N z � z o� Q d N u'1 _ aJ z = o (3) (-D �V 0 w N E W o c� m v w 0 8]*j = s c� o W Q OM �0 ¢ w Z C) CID w < U_ a E Q zus o �0 �0 Z 2 >N <a Z® pd E U I— C <o xU ao w c QO Z o N Wo aZ -z Kw t 0 `io mo N � ox U w'm oz Z z cn J a '" aw � CON COa 3 Q SM z g° a w W U � � yLL �- S� O >O II�� � co W¢ 10a 03 Cn ui W M c� .' 0 �-. > C) Q C O ^, m = .� M0 C rn �. T -0 T /tom d >+ 04 J T T (0 C:)M N E c T Z f0 = E O N c �o ai a U _j Q O JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. SS 3 v, a it c 0 0 0 J N N / Q rn c x 0 0 J CV N v c 0 3 Q N N E: H E v c m N LZ CL U �I .o n/.. 0 v 0 cZ N O v 0 0 a N N 0 W N. cn CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS SSES (2) 12D NAILS _y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"1 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS EXTERIOR cc ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 SEE PLAN L. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST pRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO 1101 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO SEFLITCH LATE REC'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. Z& ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL7—PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING " RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C w/ (3) 10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48 w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A AT " O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4 -0 1, IF 2x DOUBLE LEDGER, ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & -1 BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. END OF TRUSS THEN 2X4 BLOCKING I I SEE PLAN FOR ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF E3 EAM w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD . SIMPSON LUS26 w/ (8)10d NAILS MAX TRUSS °�C °�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKINGINFO) E 2/D2 FOR BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL a@ INTERIOR BEARING 5" 3 � PLAN FOR MORE INFO SCALE: NTS WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT 18 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL VARIES T ��- r» > r� -r ,; x STUDS @ 16" ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON i NAILING SCHEDULE OUTLOOKER 4 O.C. INFO. 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ ti EXTERIOR SHEATHING INFO. /t 16" O.C. W/ (4) 12d _— �— COMMON TRUSSES. ATTACHED PER 2x 2x BETWEEN STUDS BLOCKING TRUSS W/ B12d TOENAILS TOENAILS TO TOP �'— SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE Z 4 PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE LOW ROOF/WALL � (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE � MORE INFO. STUD) SCHEDULE TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN VARIES W/ 2x4 BASE PLATE W/ �' NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2" PLYWOOD SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING zl ` SIMPSON MTS12 w/ EACH COMMON ; �, BELOW @ 16" O.C. WOOD WALL MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING y j OR TRUSS. 2X4 CONT. W/ (2) =y TYP TOP & BOTTOM 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SEE PLAN 16d COMMONS NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. % PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD STUD TYP. T&B �� � - - - -- a 3 12d TOENAILS TO .. HETA16 w/ 9 10d x 1 1/2 NAILS 71 () () @ SEE PLAN FOR PLATE BELOW -- MASONRY WALL 4'-0" O.C. TO GABLE TRUSS r FLOORING TRUSS OR ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, " � " D MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. - -- ---- W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION aC� FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY g CONNECTIONK`22� SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS ' ?i:.. •�• "Dti U O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E CD 8 N Grp � N # � V 0 O c: J M N� y� aN0 LL M J W y M •�LL�� LL LL a V? ui R Z y rNi w s -0U) C) n o M m o C) m 0 C N e' W LL ,S_ 2E�rn �o�a Z 0 r N a ¢ O C14 0 z < d ❑0❑ W z N z Q z N ''znn V LL (v � w V) w C �V) w T — E $ _ U o c � Q ° s� O CIDz M Z � o Z < � J U_ cd E zo >o N Za Q o E F— M — w� K. U o a �, p Z O N ao 40 X az ¢w n7 .xz nm m0 r ¢ >i z�c U) J a f y 1"a p� = a00 W fl wLL a N W =r z f ol� a �M = ^L1 W M It °/ rY O CIO C� ' o C) Al m = � o r- '�' N n Ln T �• O N f ci C") r o Z m Z E O in y m a E c0 ¢ o JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. D1 It - - 1,;- FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 0 6 cm : 30.5 cm flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to � TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ( ) 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering (ASSEMBLED WINDOW) WALL BY IN. OR EUP QUAL"WEATHER PROOF CAULKING EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive 2 O @ CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, 7Pii �2� 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 HEAD FLASHING TIE-IN INSTRUXTIONS: (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 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 1 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 3. Fold weather resistive barrier back over headP q Y P P Y BE USED. flashing and seal with tape 2 2 2 installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE g, PP g pp g p entry cavity J► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUALL WEATHER PROOF CAULKING (SEE DETAIL WPOt) exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL O RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE EXTEND MINIMUM 6" ADHESIVE �0 RELEASE PAPER TO EXPOSE 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM ADHESIVE AS SHOWN)9 BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 4 1.3. In accordance with other approved methods. O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SEAL TOPS OF JOISTS 6 1 2. At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both sides under stucco DO NOT FLASH OVER BOTTOM NAILING p UNDER DECKING y masonry P� g p FLANGE O (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING , SELF-ADHERED CORNER FLASHING �' • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW EXTERIOR DOOR WITH DECKINSIDE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. \ t / �Ground� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 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 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E AM SELF-ADHEF O 1'4" PER PLAN V-0" PER PLAN SHOWER SEAT 9 J a 4 SELF -ADHERED FLASHING OUTSIDE CORNER Q W Cn m Q Z gl g a a cr_ rr a' a W LLJ 0 _ W Q Cr LIJ 0 x rn SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS NX\NN-t-\\N \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH 2AL FRAMING 2AL SHEATHING 3AF PLANE WRB AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1stfloor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 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 ASTMC1063 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 0 No CV co i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H A � 8D 8 C, # pip C',^ N Dp # NU. 0 � �, C', rn SLL�-2° J o ' LL LL wa a co M S aimLL52 W h gait Z vtCrn a cc Tajo irm00 C N m J Co W W mo�c° °'a' EIL o Qa rn Z rn_m. N D N Q < p V -i O .. z 6< 0 DO❑ W QD z N (O z � � z %� - Q o V I- (A V LL w < o � U a Ow V) E o � � m d W ~ g' E o C) o� U) �0 c sm Q 0 o c W co CO J p z g U_ Q E � U zo �° oLL >a <� za oa co a0 00 ~ C O 6 0 oZ Z � N L wo Q wz �w � C N p .aY m f op Z Z Cn J m �� a w �Z to)> } Q �> a 01 LLLL z o U rnw d W > 2 9 k C o oLL J� y w� � =J >° Oz. a 3 �M O = a; nL1 W 9 c9 C m (0 T 04 OO T O CV E c M r Z ro Z E O �; c m C a U � Q JOB NO: 20-2743 SCALE : AS NOTED SHEET NO. W P HUI�R/CANE Mounting Brackets (10 Galil +11r20 x M112' x 2-12" See Anchor Schedule ry {{y' ( Belts //-� r�� 1 fry" Dia.1I132S ■.i,'BrV. i i' (Typ,) OTT Washers Self-Lxkirsg Nuts Left Bracket (16 Gauge) -*x-dk mki;-AI nun anon,.; au a= with Ill }'Iunuigne .AW lllit+-t m ava"de Moan ere1 Back Cross Support ` (1 lay be cut to IN) Right Sfacket (16 Gauge) #145elf Dlillirlg Scrt oil kC Unfit ButtDrn Edge --Hurricane Strap (Typical, 3 in front) Front Cross Support (Map be cu t to W) 0 14 Self -Drilling Screws Thru Brackets Back Cross Support Into AIC Una Bottom Side (Typical- 3 each side for hurricane use) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 3/28/2018 Entity or MEN III $31l 0*0 Date Pandna gate Coda TTYpg version Manufacturer Contact Erxtneer & Llcanse validated By Validated Submitted FSC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC- Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498.0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfccastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida fILUJ6f-RS products Professional Engineer All !f Product Model. Number or Name Product Description Quality Assurance nation Date Approved for Use Approved In NVHZ Outslda for Use HVHZ Impact Resistant 1)eslm ,Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.0324qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&qud; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 1fil Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&blot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&qud; Plywood 4 1&quot; 24ga. Versal 1&quot; Versal 24ga 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quot; Versal 032&qud; Aluminum 1&quot; Versal min .032&qud; Aluminum over 04/122024 Yes Yes N/A +N/AI 15/32&quot: Plywood -101.OPSF 6 1.5&quof; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 24ga. Versal 1.5&quot; Versal min 24ga. 16&quot; wide Roof 04/122024 Yes Yes N/A +NIA/ Panel over 15n2&qud; Plywood -123.5PSF 8 2&quot; 24ga. Mel Min 24 Ga. 2&qud; Megaloc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes NIA +N/A/-93.5PSF over tx4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock. 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Mtn 26 Ga. 5V Grimm over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&qud; Plywood 17 26 Ga. GaIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/320ud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2of2 3/282018 Quaity Assurance Approved for Use Approved for Use Impart eQ scan All M Product Model. Number or Name Product Deserlotlon Contract Expiration Date In HVNZ Outside HVHZ Resistant Pressure 18 26 Ga. GUIfPBR Min 26 Ga. GUIfPBR Roof Panel over 1 x4 Wool 04/122024 Yes Yes N/A -NIA/ Purlins over 15/32&qud; Plywood -151.7PSF 19 26 Ga. GUIfPBR Min 26 Ga. GuI1PBR over 15/32&qud; Plywood 04/12/2024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GUIfPBR over lx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15f32&qud; Plywood -151.7PSF 21 26 Ga. Gulfl Min 26 Ga. GulfRib over tx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood -164.2PSF 22 26 Ga. Gulfft Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/12/2024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. Gulfl Min 26 Ga. GUNRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. Gulfl Min 26 Ga. GulfRib over tx4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. GaffRlb Min 29 Ga. GulfRib over Ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15132&qud; Plywood -123.5PSF 26 29 Ga. Gulfft Min 29 Ga. Gulfl over 15/32&qud: Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib kin 29 Ga. GUHRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&quot; O.S.B. -101.OPSF 28 29 Ga. Gulfft Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL 8: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applicatlon Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Narne: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Date To: ALL < USP Connectors s < Simnson Coennsct70rs s USP S No rock Florida Staaewide Product royal No. �►Pp Evaluation Report Basis 01 (2 i UP. De � Simpson Stock No. Florida Statewide rodu pprova Product A I No. valuation rieport Basis 16 (ZO _) Exp. Data A3 _...-._._ FL17244 1 _._...-- ESR 3455 - --- --------- 12/31/2020 A23 FL10446.2 ESR-2606 12/31/2020 HD210-2 FL17232.3 --.... ESR 3445 ------ 12/31/2020 HU210-2 FL10856.4 ESR-2549 17131/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 H026 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 HD412 HD610 FL17232.4 FL17232.4 FL17232.4 ESR-3445 ESR-3445 ESR 3445 12/31/2020 12/31l2020 12/31%2020 HU410 HU412 HU610 FL10856.9 FL10856.9 FL10856.10 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/31/2020 12/31/2020 ._......... HD0410 FL17241.7 ESR 3444 __--. _ 12/31l2020 HUCQ410 FL11468.11 SIM20081 4 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/3l/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 HTT45 _.._.. .. HTW16 _._ . FL17324.2 - - - - - _.. FL17324.2 FL17244.8 _...._-..._ Evaluation Report _ -__.. .._.. Evaluation Report _._...-_-_-.... ESR-3455 _.........._ 12/31/2020 - -- - 12/31/2020 .12131/2020 HTT16 HTT22 HTS16 FL11496.1 FL11496.1 FL10456.22 ES-0130 ES-0130 ESR-2613 12/31/2020 12/31/2020 12/31/2020 14 FL17244.8 ESR 3455 12/31/72-W HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 -- --- - .. HUS212-2 HUS26 FL17232.6 _.._ _ FL17232.6 FL17232.6 ESR-3445 --.. ----- -- ESR-3445 ESR-3445 12/31/2020 --- -- -- 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FD0856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/31/2020 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10 - - - ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12131/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210.2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 12/31/2020 JUS26 _ ... JUS26 2 JUS28 FL17232 11 _.. - FL17232 11 FL172- .11 ESR 3445 ..__. ESR 3445 ESR-3445 12/31/2020 12/31/2020 12/31/2020 LUS26 LUS26-2 LUS28 FL10655.111 FL10655.112 FL10655.113 ESR-2549 ESR-2549 ESR-2549 12/31/2020 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LSTA24 LSTA30 - - - - - - - LST_A36 FL17244.18 FL17244 18 - - _ FL17244.18 ESR-3455 ESR 3455 - - _ _ ESR-3455 12/31/2020 12/31l2020 --- 12/31/2020 LSTA24 LSTA30 LSTA36 FL10852.4 FL10852.4 FL10852.5 ESR-2105 ESR-2105 ESR-2105 12131/2020 12/31/2020 12/31%2020 - LTS19-_--_ - -- FL17219.2 - - _ ER-0200 - - - - _ 12/31/2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 MP4F MP5 FL17244.23 FL17244.24 FL17244.22 ESR-3455 _._ - - ESR-3455 ESR-3455 12/31/2020 12/31/2020 12/31/2020 A34 LTP4 LS50 FL10446.3 FL10446.19 FL10446.16 ESR-2606 ESR-2606 ESR-2606 12/31/2020 12/31/202 0 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 _ MSTC40 MSTC52 - --- __ MTW12 FL17244.26 FL17244 26 _ .... ..__... ...... _ FL17244.8 ESR-3455 - ESR 3455 ............... ---- ..._ _. ...... .... ... ESR-3455 12/31/2020 12/31/2020 -- - 12/31/2020 MSTC40 MSTC52 MTS12 FL10852.11 FL10852.11 FL10456.33 ESR-2105 ESR-2105 ESR-2613 12/31/2020 12/31/2020 --- 12/31/2020 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 .... __.. ... PAU66 _........ -PHD2A FL17239.13 ......._.... _.......-_'.__ ..-._............ .. FL17239.13 ._....__ .. _...._.. - -- .._.... FL17219.3 ESR-3449 ....... _ _.... ----._ ............_...-- -'-_-.._....._. ESR-3449 ....... -_ _. - - - -- - -- - -- ER-0200 12/31/2020 _.-..__ ....._.... 12/31/2020 - -- - - 12/31/2020 HDU2-SDS2.5 GLTV3.516 FGTR FL10441.4 FL10667.8 FL11473.2 ESR-2330 ESR-2615 SIM200802 12131/202_0 12/31/2020 12/31/2020 ----PHXJ3516 - - -..._. -._ ..... - FL17241.20 ..._.. ---._.- --- - - - - _ ..._._ ESR-3444 - - 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 RT5 FL17236.3 FL17236.3 ESR-3448 ESR-3448 12/31/2020 12/31/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12/31/2020 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 ..- _.-----_.......... S_PTH4 SPTH6 FL17244 32 _..... __..---....... .._..._. FL17244.32 ....._...._-----. _--' --._.._ .._...._...._ iiuf244.32 ESR-3455 .._. ......__......_... ._......_..__ .___._ --_.. _........._.._... ESR-3455 ..- ..............------._._.-. __. _-------__._ ...... ESR-3455 12/31/2020 12/31/2020 ...---------- 12/31/2020 SPH4 SPH6 SPH8 FL10456.46 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ESR-2613 12/31/2020 12/31/2020 12/31/2020 SPTH8 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12(31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232 16 ESR 3445 12131/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 - - _....... THDH414 UGTS3F FL17232 16 _ _- ....._..... FL17232.17 FL2033 1 ESR 3445 ESF2-3445 Evaluation Report 12/31/2020 12/31l2020 12/31/2020 MSTAM24 MSTAM36 MSTCM40 FL11473.19 FL11473.19 FL11473.19 SIM200802 SIM200802 SIM200802 12/31/2020 - 12l31/2020 12/31/2020 UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12131/2020 - - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/3l/2020 PRODUCT APPROVAL SPECIFICATION SHEET (2018) 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 if they will be utilized on the construction project for which you are applying for a Cate gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (lil FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Sofa FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL70124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 1008/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent F07202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, ILL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 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 information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE -e-0 U O� O O C Q CU -0 0O -O d) C tIO C:) O CU�- U- O CU > M -0 E N d 1E 0 4 Q a Z Z W J V J M 0 CL CL all SHEET NO. PA 1.0l I I_ _ I 1 -- - , I -- - I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ss9e Entlb or I= version N&DYIiLSI= 221=1 Enamor&Lleema. mdaabeev Ravhlon 2017 Throne-Tru Corporation Rick V*Wd Lyndon F. SchmNS, P.E. Ryan J. King, P.E. Category: Ekertor Doom (419) 298-1740 PE-43409 (813) 767.6555 SubCategory: Swinging Exterior Dow Assemblies rtckwMnwbldgconwbrds. C ompll" Method: EYaluaapl Report from a Com Florida Registered Archbctor a Licensed Florida Professional Engineer FL42Dd614t2 Produds gape Product Model Number or Name Product Oasedwlpn CoQuy 1 a. ThemmsTm Faor-CMaslc and Smodh-Star Nominal SMS;8 &quotNon-Impsd&gtd; Opegw 12131 Composite Edge Fiberglass Single Door - 0mnawngKXAswing: X [ordror) f. erma l'Wr- a motlMser i q ,.got; OP." i2ni Composite Edge Fitu"ss Smile Dow praringWrWig: X cannguraton) 9 I.71henne-Tni Fear -Cask and SmodWSl4r Nominal 6WS;S &qudNon Impad&quot; Glared 12131 Composite Edge Fib.q.. Single Door 0nsw0gl0kit kg: X co lIq aayon) 14 n. Therms -Tat FIDer-Chsslc and Smooth-Ster Nomme! OW9;0 &qu*Non•Impaci&gtol Glexed 12131 Composite Edge FlWryhss Singla Dow Page 10 a +2f122018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3d a 12J13'2018 Plaids Daparbrurnt of Business & Profeeslornl Regulation Pag., a, Building Codes and Standards I mis Product Approval AppNcatbn DKail - ga(g gets Data Pendnn Dsh QA EnMty or 29A (j111(g Data Pend- gg[e yyy(yyg $Iamsad FSC Approval A,—,,d $lsait Type Version Maou ISLgi r C.no St Endmw&Llc—, Validated By V Ind t d iYl.Iftd FBC Approval Approves $meals 101152017 07/122017 10/182017 12/122017 Approaed Re mion 2017 Th—Tru Corporation Rick Wligm Lynda F. SehmkO, P.E. Ryan J. King, P.E. 12/132017 12/132017 12212017 02/132018 Approved fft Emreae gm Lk RMLENMM Bak Category: Ekerlor Doors (419) 29&1740 PE-43409 (813) 767-6555 m m version VitaidisiM Egum ADIkOKALMM Yolimom imbbod mbMftd )11111CAwroyal Ammnd amid Subcategory: Slinging Exterior Door Assemblies a[kwsnvbldg[onsuflras. RewMbn 2017 Tharma-TN Corporation Rid variant National AowodlWond Ryan J. E. 12202017 OM/2017 12222017 Approval Compliance Method: Evaluation Report from a com Ca"Mr. Exterior Dope (4119) 298-1740 Moleve nod beeline (813) 7874m66 Florida Registered Ambled or a Licensed Florke BubCaYpoey: Stairgirg Eitnbr DoorAw anbtlw ddmarwbwownsuk lit& Proressbned Engineer Cawpft—Abd ad: Ca(Mntlen Mork or LWkp caut FLM4614113 Products Aoereved for Use AoerewdforUp sepses Deal- Quality Assumnee Approved for Uee Ami—dror Uee knpwt ge,Ian AtNnaved far I%* low Balm In Hero Outside 14VNZ R.2111dMS Pressure Sep a product NotlN. Number or Name Produc! Deaeddlon Centreet Exdralion Data m,yyyj Outside 41VFiZ Bgpltgpt ftppapm, Lai maw1NlaDg: agmwLk= mokw mt fJ No Yes No WA 1 a. Therma-Tru Fiber -Classic and Smooth-Slr Nominal 6039; &quotNon-Impact&quol: Opaque 12/312021 w Yea No WA 1 0. 8quaf;CWMo-CrMBquat; and &quotlismtlmrk by 618 and all OPagw and Gated F9legylaae Door wan 12/312021 No Yr No WA Composite Edge Flb.V— Single Dow ThermtTxu6qud; saw asaw 6ldeaeskissing and ouawing pnswin priding; X eafaguMM) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 2 of 2 12a2020 FLM53324R5 Products Ouft Assurance Amu W for Use, Aodroved for Use gpyd 2sgm asp a Product Nodal. Number or Name Product Deser oaon Contract Expiration Data In HVHZ Outside NVHZ Resistant p 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12/312020 No Yes No WA 145-3/4&quot x80&qud; NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALUMINUM SOD OY, XO, XX 12/312020 No Yes No WA 96&qud;x80&qua; NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGO REINFORCED OXO 12/312020 No Yes No WA 1453/4&qud;x96&qud; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12/312020 No Yes No N/A XO, XX 9s&quot x96&quot; 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No WA Florida DepwMtsnt of Business & Professional Regulation Building Codes and Standards Product Approval AppNeafbn Detail Poe 1d1 1t&dkls Nomha18dd1397 &quotNoMrrpact&quoL Opequs Composite, Edge Fibarplass Single Dap pnswingaili Ming: X configuration) Nominal 6&ac19;8 6,grMNon-Inp id&Bid; Gored Co nppsae Edge Ftlarglass Single Door nswAn , X corm uration Composite Edge Fiberglass SRO* Door Florida DepaMlent of Business & Professional Regulation page f a l Building Codes and Standards Iffi m1e Product Approval Application DetaN Florida Depar4nerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page t a 1 1AMIS Florida Department of Business & Professional Regulation Bull" Codes and Standards Product Approval Application DetaN Page /dt Iffi mis 19,lfainflePA 226 EmmLO[ gate ape 2OLbOn 2dt Dona Yfmm maodemoc go" EaamRALssNm xdk"Wi r Yalmand li t atift FWAMMVII Awwored akm Rwwon 2D17 ThMWTM Corporation Rid WrpM Ninon] Amocfttion & Ryan J. King, P.E. 122M017 OW21=17 12R72b17 Approved Catosory: Ex*ft room (4/9) 298.1740 Mwgwflm t , (818) 7878M5 SuIsCeY9ery: Swinging Exterior DwAsewnb9s ddwarAtwgooroup. Caaplana M*..k CoMMlon Musk or Lhbig own alummeLemook dmD7adhLlss AmmrdacNm Lmd goon Lai hwhoLondww mllmly, gsbmLum Bomkm m■■ a a. Squot3mooM-8ar6qual; and BWor;awxaMwtr by NB and 610 OpWA wed GYxed FPowgWe Door with 12/312021 No Yes No WA Themr-Tnawjot sal without sasses. Ir"I and Osrwrbrg B gale EmWtit elk 21k 2WEWIN1111m QNk 13i1linm 991k sale,w 20119 2da Q011ithatilas WIN 6 gale Due YaWm mwdMarO[ faded Esmm[AMm i%ldl don! YANdod amkwAbd EW.ARRMEK Am®od Aleom low mention memdutiwc Goo= Eoammallmm YNIddom MIN" amomd FMPARmal Amlmnd aim Due vanae lkmle■I■ ReVWon 2017 caper &carp Prodwi Company Mork VVeelaI Isserlak Teaks Samar NA. Gary PMa waw 112920/7 06MOM17 120116=7 Approval RWWM 2017 Cbpry 111,1412111 Prddl&b Company Mork V/0awfek bNOtek Tax" ServWe NA Gay PMOMW 112p2D17 0&11M017 12,05=17 Approval Revision 2017 POT Industries Caegwy: Exarbr Dose (513) 77041002 Ina (513) 5104566 Caaspay: Eitalorpopa (513)7704082 Iry (613)a194m86 Catepwy: ExWbr Doors SrhCale": seasonal Extrir Door Arwribles rwseWrSeMOobWyroon SubC$bg": 8e01110al EAMW Door AseenbYp C.oerplasoa Mmlw* CwOkok. Mad or hasp CapNraa MaNmd C'ertl5wtlwm Mwk or Users Carp- aseaeast Confiscation Mark w LWag amilLAemmm AallandhLlhe Awmaradforilft lmid gam godkillawanest Audmamadfar LIM Amy Latex Mn Bag &26NLN06LNmmkwjLmm eMAWL20odOW faakagAWkWAL2 to InwAa god Bohm Emwo aa" EMMNL2rmdm SmemtrdEmkogeNmk InMDli e m Lad 37 037 VY60a PAN-2F1S1: 64A, 94, 73. 75,1500,190, 70. Seal Pam (rin. 25 pre.) Sh*.Ca (up toww wets) 0a21/2028 No Yea No .30 PSFkV k 94, 53 053 V V5- PAN,2F1a3: 8407A 75.15M. 190, 4RST, Steel Pan (min. 26 Sa.) Doal►Car (Wr to IW(r 05021=8 No Yw No .30 PgFkV 10 $004570 (Large MMb Inpad) 76V, 4RST, 4RSF, SRST. OW, 2RST, 48. 42, 56.480, WINDCODE1M1174; W5 Garage Door tests 4RSF, &W. BRSF, 48. 42, 55.40.425.6W GD58. sske) WWWOOOE8a174; Me Garage Door PSP 420. MS. 0068, OD68V, GRa6, GR58V, AR6S, A11158V, GD58V, GRAS. CIPAW. ARSE, ARSSV, EDW ED58V E06S. EDWV y9174"S Prddulds nN11aa7 R7 gNde Emmta[ Oak Bak aaaLbo" gNk sb w Product Modal. Number or Name Dree YN■m MOANEInt go" Emme[f1mNm )WWMILmr 1mWNm/ Akan" fogAgamml ANammd a" 2 185 SH RevhlOn 2017 CURRIES Division of AADG, Into Dedie Dsp UL LLC Ted Eamon, PE 1 WM017 IGFAM17 1206=7 Approved Cslpwr: EOW W Dogs (641) 49t-2 MM M 4707 errb0aaaparY: Exlwkr Dow Corrppwlb deve.dalkstassubby-oo CealpNeee Yesaad: CeffiftO n Mork w Laag m n3a116 Y417 Presents 9mlotAwl■Im As,,,,d fear 1h! Amfi,"d to, Nm Lord 91" Lai EMONLEROLMMOKALUMEmYuotgmdmlm g igiBLA kilIL2 a JILUM 9dwiLtm amid" Eo■m 1 WT. 707, 727. 747, and 847 Single and Palm of Doan Fkaah, Gaud, end Laurnd alga end Pala or 12/312026 Yes Yr Yr WA holder MOM door. Florida Department of Business & Professional Regulation P.ga 2 of Building Codes and Standards 12orlp Product Approval Application Detail Florida Department of Business & Professional Regulation Pape l a 1 Building Codes and Standards 10541018 Product Approval Application Detail SRO Lift ow got 20 a■.EMAat got Due Yadaa MENNI wt 290= Emhaaealkam 1fa1011Wa1L YN■ald arfimllp BIGA■ind A22MVA akm Ravhan 2017 Than* -Tau Corporation Rick NMbM Lyndon F. Sebmid , P.E. Ryan J. King, P.E. 10MAM17 10//M0/7 10222017 12M22017 Approved Caaaory: Extnkr roan (419) 2WI740 PE-43409 (81s) 7e7.8M6 arbCata9ory: Saargkg EAPW roorAernbtl■ ionse o"Meana- Caaperwe Nested: Evaluation Report corn a Coon FbMa Registered Artabd or a Lkered F%W PluarWW Etr96sur 66 awnbLA■mw Ammenedfar U, AmomystfarUm Lmm aim Laglaraidtell, I.NumilawarMenta PramDatiorkdon cossined Explosion Deb IMIR li OdW&HVM !mid EMWM 1 a. 8qudfbOChrk&Wak.&quot&-Don w&Wa:, 8116089;s kutothopaarequot Ohrd Flbw*— 121312=1 No Yes Yes WA +aiaGarieCaaaquot or igodOCMewrelt Sher Data - (x) Mwlg womrtawing Cmrouwlm RI.aoMquac sole bon ltnm mesh RI.Mil0e 2017 Janata Manse Busamg Piodtidte. ore. Catago ir. Pan* waft serblSlaewy: ski g Ci aparr ebeed: Eviction Report *am a Flodda Replewod Ardied w a Lloem e l Farka PMeeeW W Engineer Ba111uBLEMA t Lai 2 nwdW%Mk rap eking Florida Department of Business & Professional Regulation Pap 2 of 3 Florida Departrn rat of Business & Professional Regulation Papa l a 1 Building Codes and Standards 120 02o Building Codes and Standards Lamle Product Approval Application Detail Product Approval Application Detall B 290 Endw ar to 20 golmodm gait Agowd for Use ImaNd Design w Product Description CoMmot Expiration Date In HVX2 Outside HVHZ Resbtad Preswn 52x72 Fin/Flange Frame IG/SG Single Hung 1M"023 No Yes No .60/-60 mm Yam muldslo L gamed Emssar almam! vasd.ra M MIN" Jim" 8gAtearovat Amtomd amtm Larrineted Gins Revision 2017 Clatter BUNlmp Prodid a Company Classier. Exterior Dope Mad Vvnwrftm hswlak Teeag Swvldr NA Gary PMehw 112WM17 OSM 2017 (513) T704M W& (513) 5104M 12/05=17 Approved WbCaapay: Seel" Exterior Door Arartlr mMwarrSMdedopey don Cesp- MaUok CerWANUM Red a LWkg 8C107111,1112 Cdume Lai gmisLAw Apsrand to,Sms Aserowedkclk! w SmmKLtlmamgoa tNaallY 4YkmLMEiiROMM&mmlm Lmd 21dm M 066 OWN PAN -VI 53:73, 75, aid, 94. 42, 48,428, 488, SMN Pan (milts. 25 g&) SaDh-Cer (up to 9V arMs) 06121M= No Yea No .39 PSPA42 DSS 4R8T. SRST, Goss, GR58, ARSS. E VMACODEYWra 174; We ps Door PSF Florida Depafitmsnt of Business & Professional Regulation pop I of 1 Florida Dspwbrwkt of Business & Professional Regulation Page,1d1 Sullding Codes and Standards /mrmle Building Codes and Standards uvmle Product Approval Application Detall Product Approval Applicardw Detail anam able Army w gale gale Data PUMMM Bak EIS gob En■Lat Bak gone [MAW p m Bak Dut l o main Smmad fmmmrllhame Ydidadmr YAWAM mOaWl llsEaomlml Am®ad sham bat Yamm merdmlmt g9mNm PmtmoAllmdae Ya■dedmt YYOoeI aWmamd FlDA,,,Vl Amend amid RevWon 2017 PGT1eduNnr Dean Rued MWriDode BCCO-CER Mad -Dods BCCO-VAL 122M017 121762017 /22017 Appoval Re'wta 2017 PGT 111,1111111111101 Dean Rued MnnHDSda 8CCO-CER MrmFDode BOCO-VAL 122M017 12OWN17 122M17 Approved htesaY: V4160- (041) 40-0100 pM) 315.2500 CMAOmr. Wialwo (641) 48MIOD 1 eulaCaapwy; Fbad d�M.com srbcorgwy: sigh Harp dpthduW W.oan Comestibles— CwMkoUoon Mad or LMV PLOZ634mplodudm I:osparroa me&ed: CerMeagon Mad w Lhag 8 Lai 9m11LAw AnwroWfor Jms Asswormilarclke t7m dNtlm gwemmOmmkaaak I, HVHZ ammiumn blow gmm awhom Ewan Lai afiWMrAmmmBu ABm>BmdlotUa Alike Voted glum Emdnmaualow gait InHvNZ 2wwdLmm awastl Pam e ""Wo (Large Moab "NO Vinyl Fled W6Mw 04102M Yu Y« Yee WA 7 S4-5500 (large M M aped) Vayl sash Hwg W6Mew oTraorim Yes Yee Y« WA Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 12M20 Product Approval Application Detail FLJf1536344 Products Ouatlty Asaaaruu Anwovad for Use Approved for Use know g Ian Florida Deperbnent of Business & Professional Regulation Page 1 a l Building Codes and Standards I&WIS Product Approval Application Defhil "21164tg Endb w go 90 gdLbo s goo gale stand IadmKALMM mdddttmt memo" OOd1d HGAmt M Aaamd Ekm bus Vwd= lkoddaw PhpeMrg Zhu PArek I.Ogaew John So~, P.E. 01112 M17 OOM M17 0a2110=7 10110017 Approved Revision 2017 James Handle Suldng Products, lane (9W 349-2927 PE-24121 (352) 367-UM Wteearyi POW VVab subcategory: sing dk.odm CeOplrsde Went: Evaloatlen Report Aofl a Forks RogbWW Arched or a Wer eOI Florida Pmplarbnal Engineer gUdkAawvam Ammdltctss Ammnumm Lwd gum elm Sit lalBali Outside HVHZ Bohm Pram awl IEer-oalrant lap eking 1221r= Yes Yes N/A WA 2 HOdaPamk Lop Skip Florida DepaMnent of Business & Professional Regulation page l a l Building Codes and Standards 115=16 Product Approval Application DefaN EB■L9t Bak Rik Dabs goo smkd gownwE Uss 121"NM lhlmaWt miow FWAwmal Ammnd now PYgelw Zhu Now" L opera John SosNiad, P.E. 08/25=17 a8NWM17 OBRWMI7 10/102017 Approed (909) 349-M PE-24121 (36Z) 3E7.nX dle.com gw■LAtl ANomndINLI a Approved for Un Lmd Ldm !raised Dos*eAUM k WAR ombwblwm Itlak6ft lemmm faac~lap *dlg 12031=0 Yes Yes WA WA 14Jd14t11 gala DUN ILNm mama lwai R widon 2M7 POT kwueblr cew wy. Wandoam &sbCOUOary: Muaaa I i smarer Mathad Certification Mark w LW V l3aM4UIProd=% La! 1 Muaone for Al Dope and Wlkwe arQAsrdrde Eli seas Due Yaom meofiim■r RevYion OD17 AWds CoYewy: Pena Web slbcal" ay! Saab CoapNaee Is 1, d: Erke too Report 6om a Florida RepaNral ArdeMd or a lJoww al Forks professional Ergbaa 8tla Emi ►redwA abateL l/assharwtleme, 1 a. &quokZTBgwt Soft Florida DepaMneM of Business & Professional Regulation Building Codes and Standards Product Approval Appreciation Detall EmmLa[ goo goo DYa2ation gait so" EmmaLkLmmN YalOddmr )bill" mmoelal fREAaamnl AmmYd Mon Dean Ruwk NamF0ede 9000-CER MammFDa4 Seto-VAL 12*52017 11/1M017 1201I M17 Approved (1'41)404100 (786) 315.200 dnwleoppax7Wrw.com fedl(Ae Amylss Awmnndfacllm Lwpd slam famoLgog m foam! m2amt 2WAMLI= eadrmt E®mn AlumMtm Mullions 0612612021 Yee Yes Y" WA Florida DepeMreM of Business & Professional Regulation page 1 of l Budldirg Codes and Standards 11e410141 Product Approval Application Detail EfihLa 21k Lit Dab pfamm Boa 20" EoakuLAlbo Yalildmt lhldeled hmfl.d Blg.Aw and Ate®ad am& Red Thampaon Lyndon F. SdWWL P.E. Ryan J. Kthg, P.E. 10104w? 10W=17 101112017 12/112017 Approved (330) W-2389 PE43409 ($13) 7672665 nsldrnpeon®aWde.corll 9ts1lLA■oom Amrieved to, III, Aborand law Notion Lam .Bak tojfvm OLOWD NZ &WNW Emmm Vet or am Vero east 12/3112020 No Yee No WA Florida Deparment of Business & Professional Regulation Building Codes and Standards Product Approval Application DetaN Pepe t a l I 1f =1s a0■L.OL go ash DOLhoom gate gabled Em NWAUwu mado me Mild" limmm ErLhoemm Aoomwd afam Dean Ruark MbffADede SCCO-CER MrmH)Sda SCCO-VAL 122M017 11r2% 017 t2262017 Approved (94/) 468-0100 p8M 315-29100 dnwloillippindNbae.00m Aooroved far U- Ammrdfor Un bmd tied■ EMAWL210000 contrast nw*m m Deb k.Nvw 2WWdLtM Btlhhm F1mm■ Vky1 Swing Gar Door 041142021 Yee Yee Yr WA Florida Deparbr orti of Business & Professional Regulation Busting Codes and Standards Product Approval Application Detall! t9 gallit FalBLa[ gale am amLbn lid 20 boa Yamm nowilgJm. 29am LsdmetLlmm YN10tldmt UN" ad■mtd PWA■IWM ANdmd amid Reablon 2017 OW" &dolts Produce company Mad N "blfom Imerl*t Taaeg Servibeo NA, Gary Kaiser 1129=17 MI 2017 12A64!017 Approved Cahpay: Extensor Dogs (513) 770-0082 Ina. (513) 6194588 swome aary: soft" ExW W Door Aseaiiaw �Wy.can Ceemplaae larthod: CarAca on Mark or Wag 9tamCAmm Awa,,d he Use, AwmdACime Land aadw Lai PJddm S lAmtlQtOaii anmkm Fmwm 102 102 W&16 PAN -VI 83: 73.79. 84A 94, 42, 48, 42B, 4aa, 8aa law (min. 25 g&) Dobb-Car (aY to Wr ed12112026 No Yr No .37 PSFH1 4RST, GRST, ODES, GRSS. ARSS, ED56 wide) VWdXMDEM174; WII Garage Dow PSF Florida Department of Business & Professional Regulation P.2.1 d2 Building Codes and Standards 12a2020 Product Approval Application Detail FLe153614tT Rodueta Quality Assn'anee Epp Aowowd for Ilse heard 219M 1gg a product Model. Number or Name Rodud D.scnotlon Contract Expiration Date in HVHZ Outside HVNZ Resistant Presw ar 1 He 188 Fin and Fla F me 73 62 Insulated Glass 02/162024 No Y No 55/ 55 Florida DepaMnent of Business & Professional Regulation Page t a l Building Codes and Standards 1152018 Product Approval Application Detail nmain4u S991 EmmLaa gale gone DdLbovm oak mmtt Yfum memb9m good timlmLLLMM YaYmeOmt YNldakl LmmW FWAoomY Awmd ohm RevWon 2017 Jamie Mardle Building Produce, Inc. Ptgawg Zhu Ronald L OWM John scut ard, P.E. 0826M17 0111pWM17 011,2111120117 10nM017 Approved Ce"Mr. Panty Web (909) 349,2gp7 PE-24121 (352) 367-25M K*Cobwy: sating PWOWWWOOGp n"w C■PME—kb&.P. Ewletlort Ripon atom a dle.cam PL*131 Florida Registered! 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Bqud/Ubnoa T4116qu0t: Soft Vod a Sand Vinyl Snlst 12f312020 NO Yes NO WA C- to to 0 U O Q 0 O C N O '�^ O Q O 0 00 LL .� Cn -�^, W O CIO) 0 f. — � CU .= U) 8- Q a z z LU J W 0 L) ■ r_ C/) 0 70 W U) O CL CU CL Cn U -0 CIO Cn V� V! V WW C Z Z Q J SHEET NO. PA 1.1 I I I 1— I 1 1 11 111 I 111 1 1 1 1 — __ _ 1 11 _ r� �C_ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 of WMID20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 off rzo2ozo Florida Department of Bulnes & Professional Regulation Building Codes and Standards Product Approval Applcadon Detail Page i at +arms Florida DeprbneM of BLisirom & Professional Regulation Building Codes and Standards Product Approval Application Distag pi" 1 or I i Y101e U) Cu �--F () 0 LCL �QCL O �/ Clio � /�1 � �♦�1 (D ) �"" w U UV � � � /1'[ O O •L y1 tJ c LL O LL �F � 0 �`.aU� �0 �. 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Kant Eden Zachary R. Phest Locke Bowden P.E. 10/192017 10005n017 10202017 12M 2l2017 Approved Roofing (417) 624-6644 PE-74021 (374) 300-1800 Subcategory: Undenayments k4rti_adenotamko.c«n CortpUa Method: Evaluation Report from a Florida Registered Architect or a Licensed Flonde Praeulonal Engineer Quality Aooroved for Use Approved for Use ID7� Deakin Sao g Product Model. Number o Name gpduct„Q—Jpygp InH,I Outside HVHZ Resistant & SAYS I.MmLtl Rda 20 fats Persian gilt mm mm MEMO � Zm*muAIJt Y�1N YA � j10� 1 AN[mm lum RwWbn 2D1T LV. TWWW, kro. dbe TlwWW Mdf"eluw Tony armmon Zachary R Priam Lads BaM1w 101102017 101102017 10/17R017 121121 17 Approved Medoff Carps" (TMICO) (813) 24B-J44a PE-74027 (334)30o-1Sp0 /grr:ea11 CMaRO0 bhyogOrtabllookwwm SabC impw. Rppev Attention" that eve an MNa. PamdfMRdoMgsyMMn Rodds rr" Yatl At 6yW or a Wpat from w Fled" RngtsleW AnaYct a • Uaneed Ftsrtle Proloosfaw Ervktsw gmdkANIoaN ASW'�o,LI, ABUMMUKHO lmom � hag P lalRQg QMNWLMg aN1Wtl E� 1 TAMKO Fled Top OM1Podpa Wmwah Bawts for Tie 28 sea. abfn roof vwrnMabrwMl bolds OBD920178 Y" Y" WA WA SfQs iAY! RMmta[ 211t 20 Dab EN NM Rtlt 1N� �� Mad Y1WN M99cm LLV� YatiYffi � A""A" FBCAMffi Antonio! low ReNMm 2017 L.V. Thwom, Ina cbe Thompson Ndl"aaral Tay CWMMMrn Zachary R RfeM Lode Bowdon 1W102017 10/1011017 10/17=7 12112=7 Approved MMaY Conlparry (rAIACO) (813) 24g 14QB PE-74021 (334) 700-1900 co"ory: Roo& ,eam SWCMagwr. Roofk Aas000rtse fsl we an li"r, Pmdate Rooft Sydam Cotift le Maerek Evalw r a drop e Florida Rtiynbwd Ardttsd a a Llpwneed FbrMe Prof"atsnel Enpktsw A89�tft AB U- low !id 9laa S Eetla9m.Qtle htm2 ! � pressure 2 TAMW Goo"IferA WM 26gt O910p2028 No Y" WA +0%62.5 No. 15 UL Asphalt saturated organic fail 10/182 1 Yes Yes N/A /A Florida Department of Business & Professional Regulation page 1 of I Florida Deparhnard of Business & Professional Regulation Peg. i a I Florida DepaAnrnt of Business & Professional Regulation Pnpti I a I Florida Depertmerd Of Business & Professional Regulation page / a 1 Building Codes and Standards,nrzo,e Building Codes and Standards immia Building Codes and Standards lmmis Building Codes and Standards Ii'8we Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail MEN 9-29.1 - ErsN a Dee Data pate paiData nting FLONN24t2FL#2tMW4ti 1M Y1IMSD Mmufactg £9!>W Endneer & Ut Validated By YaSOMedSubmitted FBC Approval ApgQysY alml P11112 29$ V.Wg ) ErAN,a 1)NOM LBalNaciLOaNa YtlYaYYlllt fish gilt! 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RooMg SubCmbpep: Roaft A-eenorWe that ere m Clark Jon" .ham" L Budsr, P.E.@ Michael John Rummer, (904) 783.8400 CBUCK &4n@adv RE dwk®Ihmw.cam PE-31242 (861) 414-7887 1162111 101MM17 10 2017 12(122017 Approved Subcategory: Roofing Accessories that are an Integral Pen of the Roofing System Compliance Method: Evaluation Report from a acenar@Ionsr,.. om SrbCabg.W. Rood, Apa"phe bad aw m bo" Pw t Of fs Rawav $/Men Cowpearse Measd: Evskstbn Report Dan a Pe rids Replobrod Amhbct or e Uomnd RaMe PmbulmW En~ .am arALtipay: Roord Acomeai" Md ant m YNe9IM Pan of ono P4o*q SriMn lNwpaolaati MMhod: Evekaatlm Report gel a Forlde RegMtswd Ardtbd or a Lbwoed FW40 prd"ntsnol Enpktaar C0� ape YA mk E,&kYwRoW from ra FMMa poptsMedArdMeY w a Licensed Florins Pmfe"bnel Engineer 1a172D2 3 Ford.RegisteredEngineer nett ore Licensed Florida Praeuicnal Engineer Products Quality Aseranoe Approved for Use Anoroved for Use agaismailudum odnui odaL Nusrber a Name Product Dascridlon Carload Exdrellon Date Iaat1Rli Outeltle Impact NVHZ Desim P.rlaMl[! RoisLa aLmN Approved SIN AMroN41M.RM booed RWM amdkANMNgS aNOamdjKlm AN MMIALV ! ION" RWM Lea iAO Ae�{Ya A,,- in Ohkb *And d>om amimm RI P1MMN = 1 Deok-Nr'a OAA Low Profile, Pdypropylme Plastic, Root Vent 07/702021 Mechanically Attached to Plywood Deck. 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Bored Roping Category: Roofing 8diCategory: Roofing Tiles CMnpHaran Method: Evaluation Re fran a PM Product Evaluation Entity l:�.g Sr.9ttga Incense & Ucan" Validated IN Anderson Robin IAPMO Uniform Evaluedon GaryW. Walker (WI) 3W6091 Services LLC. (205) 854-0160 RophAndersonMb«a,.. m 20 Date Pena— Yaa9Mffi ;rl� Fr3C Approval 10/182017 101D62017 _ 2M A90mYed 10/212017 Slatga Approved SaYr TYPO YeLrlps Revision 2017 MmufmWrer Global Protection Products, LLC. Category: ShuOers Bn6Catepory: Storm Panels Carvia Method: Evaluation Report from a Florida Registered Architect ore Limsed Flonde Professional Engineer EMW or Contact Enplrner & ucashas Vellaeled Sv C six Tim Robins. Walter A. Tilln Jr., P.E. John W. Knwevich, PE (954) 689-7545 PE-44167 (954) 772-6224 tim.rob isenilgppent.com 20 I20 !tatffi7ro V 1 FBC Approvel eldoled Sn�.Ti_Ked 09A6/2017 OWI/2017 09/112017 late w �� 12M 22017 S!a9u Approved �e 1YP4 Version Reviaicn 2017 Mmufadum All American Shutters and Ga. Category: Shutters "Category: Sam Panels Florida��isteM rcC �Mitett «I 9 Report from F ornate Professional Engineer E-Mew & Ucwwe Yalidated By Mike Bamlerl Frank L. Bernardo, RE Troy &shop, P.E. (561) 712-9882 PE-0046549 (954) 947-0680 mikebCallemerlcanshutte rs.com die lit submitted tOM8r4ift tOM812018 Data Pend— 20 FBC Aooraval Approved 10232018 12M 12018 Stsila Approves 191Stllal �pl lYOe YaWM Wvieloan 2017 IIrm11WNa Cat 8nrldp Ction Corp Group k1a Corrporsnb SwbCekeg07': TnMe PMN SubC4 gW. Than corrosion Meant EvokwO m Report from a Product Evaki"M Ernay 1 SAIYeM Ra�i,LiNDN Ytlnlaledil ehwrt 18-0o ICC Evaluo"rn BaMVk1, LLC VVabm M RMNed, PE (847) 918-0473 (407) 681-1017 .tom Dllt Dell )hIWa1M alitNtlq OW792017 O9/07/201f Ii1iENON 20 P1SiAMlMtM ,laa®eY 09212017 aMBa Approved FLe7842.N7/ Products FLInTOMMU Products N — ApprInH fa use ApprpwdfaUse Impact Dwight Quality Assurance Approved for Use Approved for Use WNW AC leafed RNIN aw product Model. 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