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HomeMy WebLinkAbout3060 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Retum Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Footl Feet REINF Reinforcing BF Blfold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar ^rONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tie LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block Be 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 Cementifious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED 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 or 0. E. Owner's Entry VL or V.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 W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C 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 Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN I),, Abololl °� D 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES 08-23-19 3.1 ENG. REVIEW FOR 150-C MPH r I = Ir= INI INI *AOL Irl 8FA INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FIRST FLOOR PLAN 1 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN MONO 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ALL ORtc tirl'A—A. %U ►�iNG _.. CODE, - -� 60c) g Fi d �IDA E►)- I. _=rwr C1 er.TRIC CUU1=1 ZEP MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 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 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 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. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: 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, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the 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, 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 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. G� a 0 0 t �Lyt�ztiil 'ttrrrrrri� ,p N N r0 w _'y 1 , �►� ��� C9 a_��D���•QQ f, ••.,. F=1. .,,. OF E S6\0 a .,,rp,rfft!Iitttli 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 efh Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tf wmr, #10 fA A •oLL 2 LLU. a - ail S W : fA y Ol LL S2 a a Qom— = ;e 0 Cr Imo W n tO Co ILLLco Z _J N Z V Z. ❑ W 10 z Od z z g C d N N Z 0 LL. .O W o N C E now u � $ . o I x Q o o � �E C o <oa 0U wo Z ¢� rk7 N C� 0 zLL aJ 'J m .° a W W (h N 3 CL ay$j p� p W V 1 N W L zl°�dTcg 3 0 T Z CM I..L. W � Z �> g W N ^ C o to W _Z 00 Z O N = d' O N T ' Z z A a o U � Q p JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. C S r^ 3 v A J TYP @2 S3 S6 STORY H.B. + - - - - - I I I O 36" X 60" SHOWER O R&S r , I I - BUILDER T PROVIDE N APPLIANCE PROTECTION - - - - - - I TYP v = O to tncn w FIBERGLASS 1 I W.I.C.I W. WHEN REQUIRED PER FBC I I GARAGE K I I I I ��" w SURROUND �1 1 8'-8" FLAT CLG. I O I OPENI I I I CARPET I 2' 6" I I I 3'-4' 28 8 T 4' 14'-9" 5'-0" TBIJ1 I 7-7" ( 21'42" I I I MAST R SUITE in ; ° 0 2 CAR GARAGE it 0 8'-8" LAT CLG. KA I 8 -8 FLAT CLG. AFF I I I C RPET 2068 I. 8'- " F T LG 2668 I I I I I LI EN ILE (3) 2X4 #2 SPF gG SHoW/ DTT2Z @ N 16" DE EP N TYP @2STORY _ _ -----R&S-- _J °' 1 I co I I N iv J I P W -PLUMBING LINE T K I I I I I I S6 O SECOND FLOOR S3 I I I HANSON BOX I I I FU @ 36" A.F.F. 1� +42"SLOPING I I I I Fo U DRYER VENT ' _ I WALL 10 HALF WALL I H I I I C7 I I �fl _THRU � j D 9---- - - - - OE OP I II II I --- I 8 I 12 0) EDGE OF SLAB 2" �ry I I I I T LE WIRE_ - - 7----- 1113 BEYOND WALL I I � = Iw ---- 1'-4" SH LF 5 6 NOTE: FINIS ED - - 14 WALLS TO BE FLU H. O N °0 - - _ - 5 15 CC S3 VERIFY IN FIELD. T Cl) __ __ _ 2868 S3 - =' - - 16 N (:Si3 o - q 4'-0" I 3 EL M - - - o - 2 I I H2 H2 • 8'-8^ LAT LG. PATIO I FLR. G.T. 2'-0" 0 16'" ITILE 4'-0" 5'-8" 3'-4" 3'-112" 18'-9" 2'-0' q N co - ir; O co 3 2X4 #2 SPF W/ () w I I of LOW WALL OR �6'6, 1 3os8 1 ENTRY °D ,� o u7 I w/ DTT2Z @BASE z UJ RAINING PER SPEC. I '-8" FLAT CLG. AFF I J -7 • • • • r HDR AT AV - - FA ILY RM I .... R I I Q FLR. G.T. 17_ I 8' 8" FLAT CLG. CARPET tiN CAFE 8'-8" FLAT CLG. C7 0 1 I O 1 I I I I AH - v NOTE: FINISHED WALL TO BE FLUSH. VERIFY ly FIELD. 1 ,. .1 -0 IL I � I O co w I O TYP @ 2 STORY oT CARPET I I' I O FLEX_jQ I J 00 III I 8'-8" FLAT CLG. S6 I 1 I 1 D_W'_i z EP �N CARPET co _� j R PANTRY = O N I = I - w o L I N IU to ILu 26-4' _ „ i2 ^ 12'-44" 11 1-1 5T4 IQ &D = fn 'n I o 10 AC PAD AC PAD 21 21 24 - - - - - OPT. REF. 2{ ' T 5-SH 16" DEEP I I LL O If Iw I? H.B. 25-SH A Oq J TYP @ 2 STORY S3 S6 33'-9" HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (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 4 S.H. 13 20X38j 184X37i S.N. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 j X 714 S.H. 11-12 271/4X26 26X254 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 381J 36 4 X 37 3/4 S.H. 24 37 } X 50 i 36 J X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 } X 50 S.H. 35 54 X 63 52 j 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. 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 fir. 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 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 O G SEE SN SHEET O, SEE SIN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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" FIRST FLOOR LIVING 1793 AREA SECOND FLOOR LIVING 1103 AREA LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 FIRST FLOOR PLAN - Al 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) �/ SCALE: 14 r=1 c-0rr GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED O �� 0 CD �11ti1f8PFfFt, ��� ,Nt. i •� W ^� IF 1 \d1 To the best of the Engineers knowledge, Information and belief, the structural plans and specificadons 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. � Q (o' C -• N N iF FA 0 N N LL aO 0) .?"ink tL_ja 0 LL N U. 6 .4�cLL ui M W t � Z Q •a v& O F . , m o m ¢ Wi Z Ea,cn o IL Na zo Lo Ov WLL ❑❑❑ z N Q z z a � N 'z^ ■ v LL ate-+ OW � N c E o U 0n ® o I U s CS S x 0 s� �W M Z o I w� iz U �o w� �� _• Q I- @U �o 0 � Z o C E N �a <o g Z Tw W0 a? • c0 = '.Yz� '0 ZCO_ N J � iN Z o W i 3 5a U a �G On u. z _ cO � o� za a x o� o3 0 T �cy) ui LU z �> CD � � m Z CD `-' m d' Z 04 N = o T E 04 M M Z Z E - y CD ca c a U Q p c JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 1.0 22 D1 22 D1 SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. x STANDARD (3) 2x12 0 3 STRINGERS w/ SIMPSON A35/USP o MP34 CLIP TO Z Cr FLOOR SYSTEM OR LANDING FRAMING o (2) 2x HDR. g REQ'D @ END OF w LANDING FOR LU STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) riLa 0 T GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 29'-0" 2'-6" 26'-6" 01 TYP @ 2 STORY 3 EXT. WALL TO BE 3 D22x4 #2 SPF @ 16" D2 O 2 SH O.C. U.N.O. q EGRESS I I H1 D2 e I ti I I I I li m 00 1 co Ica U 1 oa I 00 ' N 00 N I °C I is iv 1 12'-4" to 1 12'-4"I co 2,-4, 1 12'4° I I C/) W cc BEDRO M 2 4SH12"DEEP °° B IDROOM 3 W 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. CARPET iv 2468 B.F. CARPET I 74" 5'-0" 4'-2" 3'4" 8'-8" 2668 2668 I I R&S r"'• FIB C8 GLASS ro�� O �' W. I Cl) SURROUND QJ o2m H T I I 8'-0" FLAT CLG. "C" 10 I 1 CARPET m it 1 12 _ _ _ _ O 2668 ��,,�Oo -orN 13 - 1, 5 0 -- - - -- - 16 -- -- N� q 46 XIv0\ I MI Q \ 1 BED OOM 4 8-0 FLAT CLG. iyARPET 6 - 5 -- TB 4 -- 3 I I z W 2 - - J W +42" HALF WALL I o o �I C7 C7 O W X1X I "LL 4'4 T-4" 5 12-0" LOFT ;. V-0" FLAT CL � '� ao CARPET N I co 2'-8" 13'-8" `O I I I I I W w � Ir Crw U) cn 1 00 00 1 I oQ 00 I ul) BE ROOM 5 j 8'- " FLAT CLG. I I I I CARPET I 25- H2 O D2 3H A 3 J 3 D2 S6 D2 TYP @ 2 STORY 6'-7" 22'-11" 29'-6" 1 TYP @ D2 CORNERS U.N.O. 0 TYP @ 2 STORY J S6 = I OI 1 I 4 I OH1 D2 I I I I I I I _O LO THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION SCALE: 1 /7=1'4' SIN �N CONT. HANDRAIL RETURN TO WALL DETAIL(:A) SCALE: NTS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. ' IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS " WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT " SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25} S.H. 13 20X38J 18JX37J S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 184X71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38) 26x371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 27JX72 26X711/2 S.H. 22 37 X 26 36 X 25 112 S.H. 23 37 J X 381 36 J X 37 3/4 S.H. 24 37 J X 501 36 � X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 381J 52 } X 37 J S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 } X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 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 711111111111111111 MR. 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" FIRST FLOOR LIVING 1793 AREA SECOND FLOOR LIVING 1103 AREA LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - Al EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: J4'=1'-0" (GARAGE / LIVING) 0 0 0 i r/p��i \`�\!\EtttlfiEYt " / ti '' •- • V�<� �� `14 CC Q G �. s F �. aFF3S�Oa f 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 - Resldential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F U(cor i-O Co k O -NO O ps 0 Lo J mMC N LL 1'� *k _J 7 LL N U.LL a S e' Z 0 aicii aa� > c - C, V 6)I 2 8 X m 0: W a C N oo 0 more W Z 2 E CP 6 a J E N 0 y 2 N Q M Z U J �� Z ❑❑❑ W z � J a fn R z 9 o Q) U �--r f0 'v cn 1 w o n � a 0 c V) �r 0 U & W c O 8 I z�.. = s Q�� s O w MZ LL o a CL o E rJ w° � _• oa I- ro _ CL 1U U SO Z O E N 0 �o ¢� w� ro N C o 0 zLL Z N J �b ZK � 3 <w S� ZZ 58 W U w� a mw o CO � 0. zla a x p o 3 T 2 Cy ^, W m � LILI Z �> g to Q C o O m Z � C ? N �� Z o T N E CV `y ") Z Z E 0 to c n- U _J Q p c JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 1.1 r OP co s MIRROR EM LN L ij 1L MASTER BATH VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESI le / U) w oc MEDICINE CABINET O� O N MCM MM MIRROR BATH 2 24" TOWEL BAR ON WALL ABOVE TOILET 00 TOILET PAPER HOLDER rt 0 CV FIN. FLR. 0 F- 4 ih KITCHEN ISLAND KITCHEN �I KITCHEN INTERIOR ELEVATIONS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS 36" H UPPER CABINETS SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS ROD 12" FOR PANTRY %Z SINGLE OVERHANGS THAT EXCEED 12" MAY TOWEL BAR IN a ROD REQUIRE A SUPPORT TUB OR SHWR. w BRACKET 36 H BASE " TOWEL BAR a FINISHED CABINETS ON BATHROOM WALL SHWR. = C7 o COUNTER TOP 30" H BASE - 0 _ C° _ o , VALVES m CABINETS 00 00 cc _ 00 = 1 o , cc SOAP - F _ li c r DISH U � ;n a r ,r 1 -2 o r 10 o _ _ �a it O 2x c r _ FRAMING- o 0 r C'r' CV)"�11N r M CO 1 /2" GYP O � N r CY' r (V TUB co BOARD N N, jr-1110— 'Ic Nq 11v r FIN. FLR. j j FIN. FLR. j ILJI it 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" BLOCKING AND MOUNTING DETAILS. L 0 � 0 0 o �-' �S • ro l ti. > ]� • F 4o i ROFESSIO� �1 illiili!{E\ To the best of the Engineefs knowledge, infortnadon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. S8 Nm# ppp N ci J M C-4 O u- 46 _� LL,Jy 7LL04 M '. W {Qay') y �LL d C `0 4 m , of 0'i W CP oT Z IL N N�mZ �O j _ d < U ❑❑❑ W g Ur v z z Q J m d 8 N a�CD Z V +� N W Ow t/) V c E U S U c � w Z L.L g o. 8 o E� a ?o z IT 6C —� U�EU� 18 O < Q U z oEz w L m z CO C Y O Zp w W U 8 °d H y U _ yk J 0 � z% U3 T Z cn L La c� z .� ,> g to IZ Q � � o 0 m Z � `.. m 00 O CV .� T Z O N T E (0 N M M Z E o a U Q p JOB NO : 20-1787 SCALE : AS NOTED SHEET NO. 2.0 �loo c I 1" x 4" SMOOTH TEXTURED TRIM / BAND 6" FASCIA (TYP) T.O.P. HDR HGT. _---- EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. —RED ----- T.O.M. HDR HGT. DECO CORBEL TEXTURED CEMENTITIOUS FINISH ON C.M.U. FIN FLR 12 5� 8'-0" RIDGE VENT I IN SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS —� -------------------- 4' RIDGE VENT 12 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 1'-0" 1" x 12" SMOOTH TEXTURED TRIM / BAND 1" X 8" SIMULATED WOOD FINISH FRONT ELEVATION - Al 12' RIDGE VENT N 2" io 1 GABLE END VENT SCALE: 3/4"=1'-0" OR 1" 2 COLUMN DETAIL SCALE: 3/4"=T-0" T.O.P. HDR HGT. 1'-0" - EXTERIOR PLASTER ON FRAME —100 CV ' co 2nd FIN. FLR T.O.M. HDR HGT. ti FIN FLR N LEFT ELEVATION - Al 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. a a CO a ,\\1�\1\\\�1! W w-. .••may S Iro cam• N �• CO C!� ]� F l- '9O F E S S\" � nrmlif,�� 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 Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 61 f c 8 N epJp Lo N ' CN ` � � CND LL *k a .5 -, _J L� U. M LL LL CL N y W {y� IL N lL ii 2 a a� 0 Z 0 maN m 0 r, W W d � MEq'rn Jpa Z CLW �c�o �Gti N a M Z U ♦! J z °01 1 Z Z p d Q Y N v -3 z 's 0 (1)4-J u uJ Wo to W c ~ to YZ a® ~ = U_ 0 _ ta Q.4 ti O V5 w _J s Zo 3 >9 ze z O °�zZ N .tip. L QO mi � c z � J 3 �m ill 0 ga U a z W U J ilaTc�i 3 2 T 2 >M d W 0 > z d" ■y N I� W ^ C C7 O CO z 0 z C CN = O N r E N M M Z CD C LD E C JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 3.1 CV F_ chin 1'-21" 4 T.O.P.------� HDR HGT. EXTERIOR PLASTER ON FRAME 2nd FIN. FLR. T.O.M. 12 5� 12 8'-0" RIDGE VENT ---------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \_ TEXTURED CEMENTITIOUS FINISH ON C.M.U. 25 SH (NP.) 25 SH 12' RIDGE VENT CJ 12 �5 CJ 25 SH FLASHING 12 �5 12 Q5 FLASHING ------------------ - EXTENDED OVERHANG TO BE CENTERED ON DOOR 25 SH ------------------------- ------------------- AI 1"f 11"1/�r \ Ir.IT 4'-0" OFFRIDGE VENT — SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS --------T.O.P. EXTERIOR �1a0 PLASTER ON Co FRAME 2ndFIN. ---------- 1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 T.O.M. FIN FLR a -------------- --- -------------------------------------- ----- CJ / WEEP — —L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) K111411 REAR ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al 11 =1 r-011 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 eats 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. �D a 0 0����t wN Q' ! NS E '•�, `��•V� 6N cov • ��•' S� Q.4 F1.0: */Z '?OFESS\O'0'P `, 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 apppOo eeJ� t�apD o, �i _J 0 LoJL co N N N � LL B M � � LL LL O. L aa� Z vCDa, 0 z o W c; 08 8 Xco o o � W Z LL a co Earn J p o a�NO a a�0- NarnZ V f- J Z V ❑❑❑ W (D Z N Z � i Z p a Q CD d N (n /� z C� ' n O QX V_ LL y LL, CL O V) ♦- W-a) N � '.'25 U oo — C O as O ? W Z M U_ z0S n E a �n oa ~ o UoU Z g rU gXz gzgz rks N !_ mi F O Z z J < ^ z 3 8 U az W �LL � Will 2 7 �i.. L ui c� Z �. N 1� W Q C o O m Z � MCI m d' Z o 7— N = CID N LO T— CD N O `,) M z cc z E O d C a U � Q p .J JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP = CAP T 2" 2" "NOTE: 1" N iv FOAM TO BE USED 1" RADIUS ONLY WHEN : 1/2" RADIUS REQUIRED BY 31/2" RADIUS -`1N COMM ao SPECS. IF NOT, ^ iv " 1 _54" v ` N 3/4 RADIUS - ZO DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iN 1" 4" VARIES - 1'-0" EDGE OF 1• OPENING � VARIES 114" 22n 1 VARIES o O T M 1n VARIES CV -� �N 1n 1i_On 1n 1 1/2" RADIUS 0 n �� 2" 4" •�- � �--�' 21/2" RADIUS = 0 4 N a ti� v _ j 3� VARIES 1i"" 11"" iv 3" 1° "�� BASE BASE a T / • N 4" N ti N N 1t O 'NOTE: VARIES 8" 2" FOAM TO BE USED �4 3„ ONLY WHEN = REQUIRED BY COMMUNITY : 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. 1�1" • EDGE OF OPENING x 1-1/2" THICK 1-1/2" THICK To the best of the ng'nowledge, irrlortrnatlon and belief, Me structural plans and specifications contained within these N "—y 10„ N = drawings comply with the 2017 Florida Building Code - —4 I I the structural engineering portions of the drawing pages bearing Residential 6Br Edition. Engineer's signature and seal Is only for 10" 6" - nginee s signature and seal. 21" N Q �Q� 8 N m rA o `v U $ C14 ID T W i rq LU 4)LL 0.d a' o v�j;e0 M Cc pp --- a U) W 0 'O CO i m / 2" 4" 3" 2n iv w L W E d n 2" • IN rn N > > LLZ NIMz° 0 5 z ° OEl❑ W 1-1/2" THICK" c� x 2j" z z o = 2'-4" 1'-10"v a _ ■ a N `° : �� 0 Lu 1„ 1 VARIES VARIES �0 c (0 ~ m LU 1n U Q > n VARIES VARIESCD c • Q 8" 11T E cL 32n Q� M o 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 n i iv i N �1 a OPTIONAL OPTIONAL a Eo go t �� � = E � <o wit = 00 t � ^ N N 4H � z� �v n Rs, � 41n ZD L3- t of 1 R4" GARAGE DR. OPENING 4" 3"4" WINDOW OPENING 4"L m & n �C-vNOTE:NJ� w aW• INSTALL OVER STONE, TYP. 3 w LOOK & SMOOTH FINISH � 3'w = G • FIN. TO HAVE TRADITIONAL n. 3 $ N W 3 VARI • FOAM/ EPS MATERIAL IS ACCEPTED o I a 00' ila Ov 3 NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & „ 5" Y SMOOTH FINISH 14. 1'•� 14 1 1n m 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1 > (� 12 CL -8" 7" T N L m 4" -0" 4" 0 1 n 101, 1'-4" 10" :- iv \ W i0 '� J (0 : `° : N �, w N 0 O ZD N �J NL= m LL 1" T Z_ N Tqt O `� m Rey � '� ? N fV00 Z O M N 2� o N r E tV �; M Z CV) o c OP 9 W o rL c� ih T z E Q d c cn �9 a U � Q p o v c N 1" R'o' r 1n JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. GENERAL NOTES: T • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD F1 `r • ACRYLIC SAND FINISH COAT) —_.l - ,._.:;i i .i 1 ._.1'J:.,.I "!1...: 1: A i _ - i 11m eii J tk,:WJ1 �k1:1--I ... I - I t== - - - 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 PEPP DUPLEX OUTLET ABOVE COUNTER KwP WEATHERPROOF DUPLEX OUTLET OGFI 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 6. FOUR-WAY SWITCH .?4 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;W? EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) 1-0 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 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 6B (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYI BON TERMINATIOI` NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets Doper to 20 amp ckts copper to WH copper to Dryer I AID Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FOR ALARM SYSTEM 11--8j" VERIFY METER LOCATION WITH AS 'ECS —ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" a �o 0 N 0 N r— N M 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 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. � pipp OOO CM N i! J c�NN = lio oLL � di 7u_, U.rn % W r ' aicu: aWaan 0a Z �0rn z� o _4)9 W =mo m 01 t- m Q W IL IL i E rnrn J o a J z °� oo❑ W C9 i Z Ng O z a v J l7 CD � N '';zn C ^V' W V W 0 —L. U 120 Cl)Z g� w � LL _ E zo z g >g b E U (0 q�az XV �< oa 00U �Z ZO O E N L dp a z aZ W z .,�� - ra U.)C Y z� o ZZ Z fq J �2 w m iwn ° �_5 a a 8 w� U aZ Nk W U tiLL = O OV' � �aTT0 ax zl 3 > M L °' m ^, W W 0 \W It ./ Z /, m Z � m d' 00 Z O N = o N r E N "' o Z Z E CD d d U J Q Q J JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 4.0 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Liph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 PUSH BUTTON SWITCH (OPTIONAL) 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 _ I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 e14 copper to lights & outlets NEMA DOAMP 1 200 A 10 p12 topper to 20 amp ckts 10 M10.2 copper to WH 10 M10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Au200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" O O co 0 N 0 N r— N M 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 Florida Building Code - Residential Btft Edition. Engineer's signature and seal is only for fhe structural engineering portions of the drawing pages bearing Engineer's signature and seal. 18 Nm O O cs N ci J eq LL �-J LLLLa ILL "' dj W LL n.waW, a z > <��, 0=o 19 �tv8 ccmo 4 m o&� ET ao� 7" ILW IL N O Q O 5 NQc�Z V Z H J < d OOP W 0 z z n z g d N Z .2 o ■ ^' VJ LL CO W o lJ < V) yzv) � W U c ¢� • s o M W z M _j a ao < Q a 0 E U a� zo Z i_ (6� CIL o E oa ffo w �z Cx C H� i�` r Z $ o �z W i Dz CI wLL W v z1 < 0 c°� 3 •-c2 T Z > (y W � c� Z �> N W Q � � Q � in Z � 00 Z O N = CD r E N CIO Z E O Go N `m c c as E v _j d ¢ o JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 4.1 M v ATTIC VENTILATION CALCULATIONS - Al 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 ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 16 15 2 8 1 4 0.0 0.0 0.0 (Zone 1) Main 4.0 2.0 Floor 1080 1037 148 518 37 259 1 336.0 60.0 276.0 (Zone 2) Upper 20.0 0.0 Floor 1166 1119 160 560 40 280 300.0 (Zone 3) 300.0 0.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ZONE-1 ATTIC SPACE 16 SQ. FT. ROOF PLAN SCALE: Y4"=l'-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 save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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. 0 � 0 ,��; tt►teltlrrrrr,,� VVN F d Of Ok • CEO t2' e ���`� �Q: • 4� �•' '' 0.0.•' v O F E 5 To the best of the Engineer's Mowiedge, 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. 1- QC3 1E $ 0NM6LLdi L LLJ 0) 7-.N J a (0 LLW W az 13-, aNib CLL r�c Q> .U) XrgO Ff O W W m J 2 E T coa p a Z v N o G y N a M Z 0 J Z V U ❑❑❑ W 0 z � z � N �LL t13 8 wLU N ¢, 41 , z0 0:M z E Zo G O E (OO �� _• 0 U X V ¢F O� =3 rp m O Z CY N C .8 ZLL Q J pb �z 0 8U wLL �W WT Jg 9 0 u3 NCM Z • :5 CO IJ. LU N Q C o C) m Z � oo ■T 04 Z O N 2 �' o N CN `y M z z E O �, O c a. U _J ti ¢ a � JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 5.0 d V-8" 5•_ •• 6, S" 6'-0" 6'-0" ' FOOTI{11�, FOOTIVI ,, 6 -0" 6'-0" 4'-0" 4'-0" 2'-6" x 2'-6" x 1'-0" A TYP @ 1 W/ (3) #5's E.W. J TYP @ 2 S3 STORY S6 STORY H.B. I I 4- o ■ ■ ■ ■ ..........................�.�.M ■ ■ ■ ■ ■ ■ ■ ■: I — — — - I —I— o } O I ° (2) #5 REBAR I I M I I { I I : O VERTICALS w/ in FILLED CELL 0'-0" I . T I 2 STORY °Q b n K u7 I 15'-r-,41•, 4'-54" co 5,- „ S3 I I CJ 0 CJ 0:: G S3 - I I: N CJ I `q° 0) TYP @ 1 STORY OPT. I eo A }j T Z_31/2" SLOPE S3 INDICATES FILLED CELL w/ 3000 PSI �? I } 00 : PLUMBING LINE T I : I I I CONC. GROUT FROM FT. TO BEAM W/ N { I i�j ; SECOND FLOOR (1) #5 REBAR VERT ABOVE SLAB TYP I i @ ALL PLACES SHOWN HOOKED FTG. } 1 I } OPT. D I I I DOWELS 5" EMBED W/ 25" EXT. 1 :: I ABOVE SLAB "GRADE 40 STEEL' I °O c o ( I ::••• I G I S3 I :: 2S ORY CC (2) #5 REBAR - r I G I : S3 VERTICALS w/ in o ( S3 I FILLED CELL I —CJ I —CJ ........ L__ _ J --- -- -- -------r J ■ �? ............................. -I............: - - o ■ : •I. TIN 42'-6" PROVIDER., x9"I 7DOOR1 x 2'-6" x 1'-O" I 27'-24" I 7'-7" 19'-22' RECESS FOR FRT. - W/ (3) #5's E.W. 2-0' 2'-0" (TYP. OF 2) S3 2'-6" x 2'-6" x 1'-0" I CV CV o 0 -4" I W/ (3) #5's E.W. 10'44" 2 -34" T-4" I 9.8 1 8SLOPE L r` 60 I PROVIDE 1 Y" RECESS FOR SGD. REFER TO I Of KITCHEN I KITCHEN ISLAND LOW CONC./ PAVER TO BE 4"-4"S3 rBE:LOW _. �. FIN. FLR. — — — MASON'S SLOPE FOR WALLS 0: WIDTH I I I ' STEPS AS REQUIRED PER FIELDN I I I i I I I i i o ISLAND I 0 0 I CHASE TO _J1-_ _ �= i _ =�� ; I _ - _ . _ _ , t - T AHU ; : t.. �.. 2NDF FLOOR FOR A/C ■ 1 r CONDITIONS4'-0 "10 ( I I I - _ _ , 4-' ' QO I ■ HVAC CHASE -' :-',- , ; N I II D.W. II IL 1 } ......: { { 0'-01, I ' r 6 I BASED ON ,, LOCATION ;;,,,;,, ;; ��-- _J - i2 M'3-1/2" MIN 3000 PSI CONC. SLAB FOR A.�;__ ___--'_ ,;: HERNANDO COUNTY ONLY 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I ; ■ MIL VISQUEEN VAPOR BARRIER :: I RO — I --— — '• — I -------- I r ■............•...•.. ••••••.••• ......:.. :- �:. ...... : :. ... .... :...........:...........■ 2' q TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1 % W/ (3) #5's E.W 1-STORY ' 2-STORY FOOTING FQIDM J TYP @2 S6 STORY " 3'-4" 6'-0' 29'-0" FOUNDATION PLAN - MONO 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 . w U-i CONTROL JOINT DETAIL SCALE: 3/4" =1'-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 bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOL- 0 .N ZA 1 W Z S r•/Ix /%/fj,' t'R O F E S S'o�\t � fill lfl�lltl�� To the best of the Engineers knowledge, information and belief, structural sctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a0 8 N_ d) r- V Q fh N� a aND LL °'� di u_Ja 7 u-N LL y N ('� Ly a ul �a Z o W ��� mm° 2 E CP Z 10L v� N� Q O O Q M Z a z W z A :Q7Q�(j co a C� U) � z _D f� W g o �U 0 W N U_ 0° U as c A- r- o M 0o w Z E�� O� zQ O E t� �� O wa 0 U ZE i ao Q2 O -I W2 ¢� w rU C ao 01 UZu r�i•O m� r 0 z 1 3 1 QZ Z V O LL a w W UT a= CO ZIP 0 3 0 _ >M W � Z �> � g � i� Q � .2 (.0 W m oo .� Z O N '? N cN CM Z z EO to O C C EL E U J w Q 0 J JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 6.0 C C C UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 400 320 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 x1-1/2 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 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 " 1005/915 " 8 - 1 Od 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 14-1Od x 1-112" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1Od 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 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 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 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od 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 / 360 FLOOR = L / 480 W/ 318" 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 ) (B)It (A) (+ 1 OR 2 PLY CARRIER 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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICKINTERFRAMINGSPLICINGIS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y CgRR�ER 1 02R 2CONT �—_(A) • IONS S LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING FREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS CJ5 Q CA Q CD Q `r Q `"� G Al U- � r - ( STRUCTURAL 2x STUDS SEE PLAN a SHEATHING (SEE TB13 FOR INFO v FOR NAILING INFO.) PLYWOOD CJ3 N 2x6 CONT. W/ (2)-12d a NAILS @ EA. TRUSS 2x CONT. WI (2)-12d rF CANTILEVER CJ1 NAILS @ EA. TRUS FLOOR TRUSS jz FT1GE 2x4 CONT. RIBBON W/ to TYP @ 2 STORY (4) 2 P. (2) S6 16d NAILS @ EA. TRUSS A A A 2x BLOCKING W/(2) -12d NAILS @ EA. END T OILSEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN -STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: X"=V-0" I 0 RJL- y � � 0 i • Co 0 rr-S /'l/!I/RfO I N IF ItNO,�c�, 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 Me structural engineering portions of the drawing pages bearing Engineer's signature and seal. 44 F E OD O r- pip O N m it M W 3LLN� a LL a di N t/1 M W ' N ir- ii as Z a r—L O mo K m O m W r C C14 m ET J�a L Z N p Ix y NCn Z J Z U ❑❑❑ W C-4 " Z Q- fNN0 Q- Z W LLlh LL V l#q W p o OW w � to E U 0° O I = tO� w M z�0 QE sE Zo ZO E VCIL C E N ft] �J ap °[ no 0Z w Z wg rr� � �z QY O OLL zC 3 8� Z U W �S �� Uo LL a mw �k yf 0 et il u 3 T Z > Cy) a� W O LIJ Z 6L ^ 0 O m W c �-- Z m d" Z 04 N = �' o CD 04 CID N N M M z z E O CDC m CL U Q p JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 7.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 112" 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 400 320 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 -1Old x 1 1/2"& 8-1 Old H HTT4 3610 3105 5/8" ANCH. 1(18) 1 Odxl -1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 1 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 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 31/2" 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 14-1 Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-1 Od x 1 1/2" 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 / 360 FLOOR = L 1480 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 (B) ) (A) (+ 1 OR 2 PLY CARRIER 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) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y Cq�R�E "�A) 1 02R ?CONY INTERSECTIONS. SPLICING LEDGER 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 J(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW, TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING QREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS ROOF FRAMING PLAN SCALE: Y4'=1'-0" G� 0 0 0 tZ'l'�ra`-' Ems• ""*'• 4 •• * �f0 F E SS \Q�`��t fit/!l1t4��� 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 Engineers signature and seal. a F E coo oo8ror�' J ci MN C �0NOLL -5 J W Y: LL _ d LL N LL Q Vj M W N d�LL aLau � Z 1 ��0) O m 4 mmo W E°'a' < o IL Z < z a0 N aM z 06 ciao W (D ix N t�7 Z � " z g fl N N Z o 4--+ "U � W OW H t✓i N c E � � v m C) a Qc � CD CID M Z J L L E zo z � p Q d E: V oLL 'z Q 3 VVU Z® o a w� � 0 Z OG �$ �z ILZ N � i ao ww 0 � ws f0 C �z Y m 0 Oz } z z 3 gg 8 W a 3 =o �W Fk w 0 0i3 T � M L.L ra I" .> g ^ 0 O 0 m O MZ 00 Z 0 N = d' N T N CD z O ` 0- E v _j w ¢ o € JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 7.1 r 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. 11. 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 •0 a e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T81F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID 'v QQ o :a• � W J �U O #5 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE - N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J S2 < W 8 F 16- B/ 1 T H to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS c� t a tlfnteIs = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S EBAR .(1)RETTOP ALTERNATE POWERS IN (1) O'D ° CLEAR STEEL LINTEL a ° e G 44 C.M.U. #5 REBAR AT TOP ° ° MIN. (1) REO'D ° Q 1-1/2" CLEAR MIN. L G GROUT n J •'i to d C.M.U. �. ° 5 REBAR AT OF = ai W F- w - O BOTTOM LINTEL CAVITY ij rn _5 •ti• -BOTTOM O¢ U 0'z . /6 F O F O REINFORCING LINTEL ,PROVIDED IN LL 0 - Q : � D Q +REBAR AT 4'-6" LL , „ 2 -7 LL NAL WIDTH ui 1 L, �IAS INDICATEDBOTTO (VARIES) c~n 5 n A 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 comentibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-6" LL O 7'-4" LL L _L LINTEL PLAN SCALE: Y4'=1'-0" 0 0 0 ,�,{?:ltrf Ie�err Q" Q' AROFESS\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 - Residenfial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. IF ` _ E 0N N # 0 m ap carp O 0 Lo J MN04 m LL 2 - J u W ai IIAco'6 3 U_ LL LL d "'1 W vi � 4' �a _Z O: cW Li aw ern°' 0Za,o ��� m COD W 2ETrn �O¢a LZ O .� Cn O Q.' 0 mLo C. O_ � W� V ❑O❑ 0 Cq Z Q a Q) Q) Z 0 C1 (Q cn w O hi, N V c jj 2 � :. se, M If w Z E O a a zg N �O a Wp OZI E C V t 0 " O y� W W Q yah M (n C <O _ �Y mi ZLL J U WLL N (j $W .o JO W =� o� o� T th Q: L Lu > Z g co LhL. w N Q � � o O m Z CEO F_ 1--' m z o LO N r G N cy c Z Z C E O E m «t `m c m a •• U v JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 8.0 9 I STRUCTURAL NOTES 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 N PRODUCED A5 OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE 0 UCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW T THECONTRACTOR'SRE PONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. I IS H S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 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 f 2 INCHES (914 t 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6frMS 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 TR11-14. 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ed. 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. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 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: 2.2.1. 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/0 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 A615I 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-1-P CONCRETE FORMED AGAINST EARTH: 3• C4-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: Y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / 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 (Pc) 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 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 II 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/rPI 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- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 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 = 0.162M . 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'J' 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 STEELERECTOR. 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 3/16", 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 "NONSELF 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 ed. (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/spnnkler s stems including nth, risers and spray heads shall At be installed wt-tttin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for terrnit infe ti n between wall covering and final earth gradeash II not be less than 6 finches. thick adhered directltldecorative to the foundation wa Is finish less than 5/8" 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is requir 9. FBC-R R318.1.5 - C ncrete ogerpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil 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 verb I chemipal barrier,must be installed after construction is complete, including Iceandsceping and tmgation. Any sal 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 a occupancy licensed pest control company before a certificate of opancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules 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 = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-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. GARAGE DOORS (V =140 MPH) TYPE: 5B 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 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" 1Y4" 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 /". 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. 0 0 P fl �%Wlttfit/ E 0 �f W Z i•�'. CO F 1.0 A //i ROFESS\O� ''���7��fNfll!lHitit't<\��1 To the hest 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. V 0 Lo o 11 t» 7 LL N LL LL a N a t9 ,a 13 , CM W to emu_ as w < CL rn F l ii A-e N m COO O Z LLW iET) OF 01 «� O Q N z m N a d Z V o J L) ❑❑❑ W � Z N Q z g Q v a � V) z ■ a--+ U WLU p a OLLIW V1 V1 c ,- o U °D B, W , C) S • Cn Cn 0 _� o'z �o zQ a E � a WR � U Zap N E L cog °do QO wz d • rp C = Y 0 O Zz Z(n co rn J �w 0 gsi a U Z W ALL`; � W w� ~ 4> !� CD �Y f W i O ~ •°-En T' I M ci W O LU CD �1 Q � 00 0 CL m Z 00 Z O N o N r E N M M Z Z E m m a E U _j "a Q p c JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. SIN i r v J u w gJ V ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ...... + + + + + + + + + + ++ + + + + + '-0" (TYP.) 6'-0" + + + 61-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + fT — 15/32" CDX 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 MAYBE 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.811.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 CONa STD.90° BAR T. #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 CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND 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 Solid bk)ck all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2 � min. 2" max ) gap • � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 2" min. 4" max Web Stiffener Fastener Schedule Joist aring Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s0 BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 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 required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. topflangthe ofcuts DOUBLE JOIST CONNECTION - Birdsmouth cuts.. N.T.S. - Under 2nd floor column w/ loads N.T.S. kj=nn iFnnih 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 lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0"CD Q - STUB -OUT FOR 0 1'-0" o GAS METER 0 CV = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-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 Boise Joist Blocking Use 3" N Od1 nails at 6" o.c. <' Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. .., r,%J��a MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must static over blocking and wall or beam below.* —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ME • ' ..:•� 16' * A 1Yz" ROUND HOLE MAY " 1 s.. 6�. ` DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y2" 8 1'-0" VA" 1'-2" 1'-2" V-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5-4" Span Span (ft) 16 l'-0" 1'-l" 1'-2" 1'-2" V-7" 2'•5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" W-11" W-11" 7'-11" 8'-11" 24 V-0" 1'4" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'--2" 8'-4" 9'-0" 1W-9" 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. %" 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 1Y" 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. SIMPSON MGT w/(22)10d It NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL o0 Backer block (12" wide min.) I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN OR F�• . • Joist hanger FOUNDATION INFO ` 4 • 4- STEM FOUNDATION y \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap V1Backer 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 00 0.6 X Joist 00 o depth 10 I —JOISTS BUCKETS N.T.S. GRADE e d d' REINF. SEE PLAN 'LTCHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 LOCATION OF ° SECOND H10A SIMPSON JOA (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 ° SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING /r— � LINE NG d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d d°. d i do L ° d ° e V e SEE FND. PLN. SIZE & REINF. a O 0 O v •�• * 5 �Q' • �v '••. .• p"� O F E S S%Ci ',/��7j�'f�ftlllttlltl'tV� '� 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 Engineers signature and seal. W m c 8 R4 C, 0 0 Lo4 M N C m IJL >v _ J di ai U. 7 U. U. N ch W rn LU �rLL as Z � �n � 0 6 am W @ 4�Q�`° Q a EE ?u z 6 NQMZ V J Z �C) ❑❑❑ W z §co z g � N to z (D LL 4--+ �U W a �LU N I '. '— W 88, r� In�r/i�rr°j U ai 0 8,IN w z M 2 ao• E oa -� gz z o E �� g W ,�_ C DY �o Z z z J� m bZ ry 8 U yW IIIIIIIIII� it 0 c>3 T � W � LLI � g � Q C -S Q m 04 Z N o N E N CV)o z = C)`o E E v ?i c a 0 a o JOB NO : 20-1787 SCALE : AS NOTED SHEET NO. SN 1 G y FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 f� P') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & 6 FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 2411 O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 > e (2) LAYERS TYPE 1 OR TYPE II 1e (#15 OR #30) UNDERLAYMENT . T FOR ROOF PITCH 4:12 OR LESS. o e PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH — TRUSS (SEE UPLIFT SCHED.) W/ 8" — — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3l4"=1'-0" S3 ELEV. VARIESA FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %"GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. J 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FE SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 1E INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `_ `'' ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE :IFOIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL IL I A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH d , ° 3 1/2" MIN. 3 1/2"MIN. d ° d ° , ° ° d ELEV. 4-3 1/2" Z d A.F.F. p e• a 1/2 min. 4 " 11 d , °d 2x4 CONT. ° g "( )- fl e ' 1/2 min. - 4 ' d d GARAGE DEPTH VARIES ° ° °° 31/2"(min. - 4" — — 31/2"(min.) - 4' - ° d (2) #5 CONT. 4" — 1'-4" 8" (2) #5 CONT. 411 '-4 g„ U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ��O�GUP QGs• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C C,M"NNOo s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �G EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 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 FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8 OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w! C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1!8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 518" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR ZX PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL TYP. .� c PER MFR INSTRUCTIONS w FINISH ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR ° II- - LOCATIONS) I —1111Il ;II1=1111�II�1=II11ll GRADE , t MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2ft GYPSUM lip •••- Al =1111WALLBOARD— 11Iw4am •L ��=�Lt1-11�- —� U.N.O.CELLS(SEE FOOTING MONO SHOWN '»•��• - •. .•. .,1ll. .-—.-7-1 31/4" BASEBOARD W1 PORT AT EACH FILLED CELL TYPICAL NOTE: g ° ° I I=I I=I M 11=111=1 11- iv FOR BEARING WALL I=III=III=III=III=1 I I1; � T W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ COMP. SOIL. (COMPACTED TO o • e 95 /o MODIFIED PROCTOR ASTM — — MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR _—_ _ = 1— I I I=1 I I=1 11=1 11=1 1=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 11=1 11=1 I I i i D1557) — MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I=1 I I=III=I I I=1 I E9 I 1EHI I F1 I 11— MUNICIPALITY. CONCRETE SLAB W/6X6 XW1 4 WWF OR a = CURB DUE TO SLOPE NOTE:EXTEND —111=III_-III—I II II II II I„I 1, ,111 11 I 111- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING '4 DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. M ,� •• a e• I CO Z 6x6W1.4xW1.4 ° °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► f z BARRIER to: p 1 N ' a v GRADE COMP. SOIL. • T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) W MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4" 1'-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5V DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS z • r • S 4" 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I •. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS = 1 N M 4x SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh • INTERIOR - a .. -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB r\ � 6 MIL VAPOR — BARRIER INTERIOR WALL REBAR DETAILS F SCALE: N.T.S. �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR "" TOP OF BEAM NV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I � 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w EE Q SCHEDULE j w 6x6 P.T. #2 SYP J W ABU66 CD 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, ° BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.jh COMMUNITY SPECS 4" 4" P NON-BRG. rK SCALE:3/4"=V-0" S3 ��G�G��GO✓l�ii� I I ''��0�G����ii��i4j���G��>i��G ����O��G;i��✓i��G�ii�i i i i GiG. �✓i!✓�✓i✓iii �P jCHAIRSI 1 I 1 8"11�11 Ofl TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH Al I - �Ili_.11�11�11 t� E SEE A/S3/J/S6 —` 1 Tr'-11 8- FOR REINF. INFO. � OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD v CONT. FOOTING STEEL MAT REINFORCING. ' M � — d d C7LU ICI —ICI ° ° a• z W o 1-1 I I —I III— z III —III —III W $ LL10 Uj w I I I I I II I • • °• _ _ S Z LL CO II -I �I�I-I�la III -ICI II -ICI-ICI _ M FOOTING � I-1 I -I -I I=1 I ,t I -I 11-I I I BEYOND PAD REINFORCEMENT ' -� I —III —I i 1 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 a 0 0 .,,.�,itUlillltftlr J �'� Cbi s �0. 1 Q IF o lflllli11111 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 Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. J Lo8E reN C,4 Co� LLLLa d d Z 0 dj C LL K 1% o o mmca ` W IL2 L E°1� o a N Q M Z U H J z < °d 00❑ W Cq Z13 z J to CD c g CD LL � N � N � a s� o � Z M o� Q E o a �" Z oa FN� o �� M Wg z � � �O C c Y .S mo Z LL Z zC � LL �W WC;-1 o �G a§ u 3 T 124 L. o, IV N 0 � Z �" • Q C o O 00 0o S t• Z O NCD = c T' m ? CV N "W c Z z E ro cE tl U J Q 0 C J JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. S3 �� s1, ll _,411- , :. ■L� _ '- .IIYl�i1: LLJ - W (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3"DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION- CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS . 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" _j TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. 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/ j STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 4+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE 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 :z 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. 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 BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW,/" B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" nr�vt<n-vv NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT It zn A O L 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING /— FILLED CELL W/ (1) #5 VERTICAL / SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J r O FORM CREATES CONCRETE RECESS TO 2x4 (N0M.) 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. a • ° a 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 AIA 7� 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.) SOLID AREAS ARE STEEL AND GROUT =ULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P: 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) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 1 14) (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"xl0" 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. Op 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 Q SCALE: N.T.S. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. �—CRICKET AS REQUIRED SIMI SON SP2 w/ (12)10d NAILLS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 7. 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS IL SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 4IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S-02 SIMPSON SP4 2X TOP PLATE OVERLAPPING (2S4) TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w CL 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE AIS3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • ' 4&, SPLICE STAGGERED j10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4)16d TOENAILS TO P 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. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 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 RECESS LINTEL a d0 d _ INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESS SP4 SP4 a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 E BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0:. • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTTS w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) 0000 o ° • HDU2-SDS2.5 w/ (6)1/4" x 2112"SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285#SPF) _ • HDU5-SDS2.5 wl (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)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT C • 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 SCAL —10d NAILS @ 6" STAGGERED CO J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a t t 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " ROOF TRUSS ABOVE 2X BLOCKING {� �(2)16d TOE NAILS I n� EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED ° °NTRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES y —4 WITH 8d COMMON WIRE NAILS @ 4" 0 PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° 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) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 wl (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM - a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "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. L 0 _ . ti�y�glEltUt till) F0 Vv .. ' , . O F ` • \ 0,F E S S\O�� 11101'�\\ 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. W a E 8 Nie ci MNN r � f 7 S - ai ..�.. j LL C.4� LL a N N tM W N y CD a 13_; Imo Zgn L �'—�" N a p N Q M ZQ U H Z V ❑❑❑ W � M z z¢ g J in Q) Z v (a f� � W 0 rir N W '. O 8 U c 9 co 2 W Z M J cos a �RR E `ff a- i"j i® oa rd V 7 O Z- o E ra i g` fo gx mo >QW o �z W U 8 w� g0 d u1w �G zl°d u 3 7 >M ai W � c� Z "> 5 Q C o C) m Cfl Z m "t 00 Z O N'— m N cy M z° z E O CD M is a E 0 m = 3 JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) () Od x NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. " 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE HEDULE J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 112"CDX PLYWOOD OR EACH JOINT W/ 2 10d () FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 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 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" 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. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 71 x SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX ELEVATIONS) DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE P OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4'7" ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS r2x4 OUTLOOKER @ 24" O/C 77TOP CORD BLOCKING FOR - FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" -� 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S15 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J, SEE STRUCTURAL OUTLOOKER 24" O/C @ ON SHEET S5 FOR r1 F "' " NOTES AND NAILING TOP CORD X-BRACING, AND TOP' N SCHEDULE FOR NF 0 BLOCKING FOR CHORD BLOCKING go O0 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 11 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES �, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING 1 1 2" " EACH JOINT W/ 2 () AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF t2't 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d `� 2x4 PANEL BLOCKING11 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE SHEATHING ATTACHED (2) 16d NAILS (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 FIRST (4) ROWS OF 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" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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) 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 OF THE LAST LAMINABLOC TION (SPACE AS SHOWN FOR 3-PLY) LOC TOP PANEL BKINNG, FASTTEE N WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SECTION Q SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. _ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING477 SEE PLAN FOR OCATIONS) 1 Odx3" 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 J SCALE: N.T.S. S5 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S�5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °. . ° ° <_. __._. ll_ • 14 iII°• ° _• J- \° �° T . as . a a_ , W • ' • • • a. .� ° Ile'• ° °° II • • •� .II° a.• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 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. S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 m v 9: w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 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 "L" BRACE ATTACHED Wl 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/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL/_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Lm LINII11111�I■�I �NII��C���"I■11 ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0"- 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"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3- SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS 1. DEMM111.1 GABLE vEND BRACING DETAIL SCALE:3/4"=l'-V 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. ✓,9C� p CORNERJACK ( a U w z 0 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "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 LTOP & 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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a 0 O t�i����o log;e111tttl! i 0� Q .xx j°'/rltlltl11ti1\ 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 - ResideMial 8th EdNon. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co ooa'. � 2Q v C r N C A N LL 00 a LL � Q tll M S W to 52 a . F hi Z r�� 0�f- •:19 m0 W W mor,t° ¢2� 2 ETcn p a. = IL 10, rnQ N d 0 5 aaMZ N U 0 W ♦- J Q Ov ❑❑❑ z z g v N z t.y W p O Ln N W F = an U W o g U (2 • c 'R • 00 `Im O W J W C E 28 o, K° Q 8 �� ~ o E O < ao �= U Sz W= - � o C Y gx ?j z zO N 0 J 3 �b �W 2< i0 �o U W ;� a 3 8 aZ W �K o Z �o Mjo�� T � > M .. W m Z d" •� g co Q Y o 0 0000 Z O LO N = E N cy M z 0 0) o m C C a E U _j Q p JOB NO : 20-1787 SCALE : AS NOTED SHEET NO. S5 J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8"O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO W W 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 0 p 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d ru LL W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t g R AN AREA 51000 SQ. FT, OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT p OR FELT �ERPLAN \,� PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: IIIIIII M �Iili ■ �II�II'�Il�ll=fly= n�n_n_n�n STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD COW. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CV) v 4"x4" INSPECTION PORT AT cc CL EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE c0 `—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION -- -- ----- ----- ---- SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL lV� SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. IOR TRUSSMOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. T. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED 777, FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS oo SEE FRAMING WEEP SCREED 4 z T PLAN '' ' ; INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48 SIMPSON HETA20 w/ (8)1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE /T1 SEE SHEATHING SPECS ON FLOOR —1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH y CM N 3• CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32" OSB EXPOSUREI SHEATHING D DE NG AS ED PER NX-XIF LL SHEET AFLOOR T PROV I BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE BEYOND 15137 OSB EXPOSURE F SHEATHING W s SOLID 2x C BLOCKING @ ALL C SHEATHING 9j EDGES (SEE OPENING SECTION X- av C x �w x E w 2x STUDS BEYOND. N SEE PLAN o 0 n..n oT once 2x RIBBON OR VERTICAL �� HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I l-1 rl/A'rl^Kl r%IAl%r%AItA 4 FT. Q O (D O 4 FT. 2 5 FT 4 FT. O O 2 5 FT 4 FT. O2 O 4 FT. 4 FT. (D O O 0 4 FT. T�7 19F 00 �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM AFNr R/0, ROOF NAILING SCHEDULE: W ZONE 1: 8d RING SHANK NAILS 0 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4- O.0 IN FIELD Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE tOd RING SHANK NAILS) NOTE: = ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD O (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 W LLFO� TO O g SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO ? �02 cr U. ��U. STUD AND OR BLOCKING AT ALL EDGES. LL U U. v A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" 'S" = NAIL 318" SPACING 314" S 1/2" © � S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131'X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH E d • M -1 I i I I -III -I I'•. -1 I I-- III -I I I I ::. :III-111-III .: 1II��IIIIIIIII (3) # 5 REBAR ON 3" CHAIR r I 4" I 111.11-8 " I I W/3" MIN. CLEARANCE ALTERNATE FOOTING in HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE T ;III,; I' 4 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-O" ADDITIONAL INFORMATION. V S6 0 0 0 °`• OVv rv�i �. —J 0 z (� �O P" . C9 O¢\• 0 ESS To the best of the Engineers knowledge, Information and beffef, ft structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Reaidential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a o-8 IS V CNN C U. LL-- . U. LL 0. d: S 0 ej CN7 W to mLL awa Z F, o Imo ai W NG m i EOPY, o m NQthZ U f- J ZC �U ❑❑❑ W N z z a � J a � N GJ z U Cl W p c S C:,ffi M � O Q tL E � O gRR I`°� E E w? 0 ao Do 8, z O N t.8 ao 'E�� .2 (n C Y g Z z N J "nm aw sWz g� 9 nv WC LL o o . Llo 0x � 0. chi 3 > M 6 T ^L' W C9 g � N I� w 6 a C:) CL ix z 04 �± z O00 r N = O N r E z N `.. CIO cc E Q 02 L c m a E U °� y 'ac Q p JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE F' CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN 1 I WALL GLUED TO t2x8 2x4 UNDER STRINGER GLUED AND_v NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP 2x8 SYP L-Ix4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE- " = 1'-0" E: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS tss 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x8 SYP ►1 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL �-2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" / AND k GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP zZA2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" =1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �4 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �f ROVIDE MOISTURE PROTECTION LAiACH ALL COMPONENTS STAIR TO CONC. W/T"XTAPCONS @ MAX. 32" O.C.•ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X NAILED TO STRINGER 2 }" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW licit \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G RIS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE- X STRINGER CONTACT POINTS V SCALE: 1" = 1'-0" L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER _ FOR DRYWALL SPACING SECTION VIEW "E" E SECTION VIEW SCALE: ? = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK —2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: I" = 1'-0" PER CONTRACT, 1:1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO 'LOCK I DE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" 0 0 >ilititllt;� � �OWN ''17 • •�''• ' ��•C�� �p i Cr U =• P '. _� ro Qom. ; k -. '• F � .. 1 R O F E S S'O�`� �� fl�tJ2t1ltt11\ 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 Q pp a 8E co �p pip N i! 0 0 0 p NLQ J h J LL J d lL N LL �! N W d u. d Wa Z r > ._ <-y g o c 6 � � m o-� d Z ILW �aMz° a oSa zN V ❑❑❑ W M Z� Z� v)U 14-1 Nr-r-rV � O u, im cN cI rz E as U_ fD U • c CD Co W Z M ce E 4 29 Ww �° Q a U0U z® 00 z m �8 d mN z 7n 3 " o '<w 2Z W a3 U 3 03, ggLL 3� �W xG J 0- tea' zla d u � M I..V ui W W 0 LU Z �> g to C 0 O a. /11 rn CN Z o E N "� ch z z E O co c c2 W a E v � v ?? ¢ o c JOB NO: 201787 SCALE: AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX PROPER INSTALLATION 8" DO NOT DO THIS 40 2"x BOT. PLATE W/ (2)1od @ 6" O.C. APPROVAL FOR CONN.0 APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO FU P.T. 3-1l4" LONG X 3/16"m FURRING 3/16"� X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" ( ) FURRING #5 RE #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16 O.C. & 4 " STAGGERED @ 16" 2Xg BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE I MASONRY THROUGH _ �� MA1x4 P.T. 1x8 P.T. 1 /2 DETAIL 1x8 wl (2) ROWS 8d NALS 3�� DETAIL ` D. 90° HOOK (TYP.) STD. 90" @BAND JOIST W/ FACE NAIL 8) @TOP & BTTM CHORD, AND (8) & STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT R #4 Q ME E SEAT PLATE I O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALLIt. NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" M F BAND FOR CONN. x 3-1l2"TAPCON @ 16"APPROVAL (2) ROWS 3/16"x 3-1/2" *2"DGE O.C. & 4" FROM EACHTAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T, ATTACH SECOND PLY w/ ' +2„NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ 4 1/4x11/2" SDS SCREWS ( ).T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3.1 /4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PERFOUNDATION SCALE: N.T.S. PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP 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 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX 2'-0" 8" SOLID w/GRouT R 1 PLY PRE-ENGINEERED TRUSS R 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDSrz " 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"x21/4" 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. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �•:.. �. SCRIBE (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 OVERHANG ., .' CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN N.T.S. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN &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%z" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xOV TO TRUSS FR1�N TO TRUSS TOP CHORD 10-011 F-Ott MIN. 4" EMBEDMENT AT 16"O.C. �F N SCALE: N.T.S. SS 12 + + O'TN 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 o o EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT /4" MAX 2,-0" 8" TRUSS + SOFFIT , • ; o ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + ° RED W! 10' ° D o ° BLKG. &BUCK H2.5A w/ 1 2X6 TO 2X4 (0) 2X4 SYP • . o N TOP , o 1 X 4 FURRING 8d NAILS EACH TRUSS o KNOCKOUT / i14 o CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NA PROVIDE 2 8 DIAG. BRACE BTWN.,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR � _ � MONO FOOTING _ ' x SIZE AND REINF. PER PLAN � — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I • BRACE EXCEEDS 24" BUCK - WITHIN 4 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T S MIN. OF START OF TRUSS COMPANY OR 2x4 -� o D 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL DIRT o Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION �� 90' HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ 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) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" e s INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �' \ o �' o o �' a o a \ o �' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY @ L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B_B MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL 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"4" 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) 1Od 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) #5 BARS OCCURS ALL THREAD ROD z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING T IN. 3"CONT TOP WITH MIN. 3" EPDXIED XIE EPDXIED w/ SIMPSON "SET" i 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 & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3"MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o LU In A REINFORCING AS FOLLOWS: - v¢ U 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p * PRESS PANEL REINFORCING INTO PLACE. U z #5x6' EMBEDDED INTO * 6" MIN. LAP SPLICE W/ >' ¢ EXISTING FOOTING (2) #5x6' IN CONC. R PANEL REINFORCINGITH PPER HALF OF MORTAR BED AND TROWEL COVE P W U REINFORCING PANEL N FILLED CELL SMOOTH. DO NO FURROW. n o.e DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE . > `. SET BAR IN EPDXY• FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP %t•. p \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ��a 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 FINAL (REMOVE WEDGES FROM LOWE COURSES OF SOLID B 0 KS AND 0 NT THE VOIDS TH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) 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"_ 0�� -1- SCALE: 3/4„_ -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. G= a 0 0 5 err • • '"•••••••• O F E SS'o tt Iftttttt 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 - Resklential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CDa J 0 O 1--N C ,r, N rL M��y - m Q J LL J W •j LL N LL a in "j co W 4, LL a > C s �y2�'0 Z W.I-, �C.11� N . m o �C� m W 2E O _ Nar,z �o J z �� mil]❑ W (D z J C � U � W � V ` O u., �N U = o g l0 a O w z M o. a° as 7d z• og SO ZZo E— E N �o s 0� L <� �0 �o C _ C 0. U NO 0 iz YZ z � J X3 3 cw7� �"� 8 gW s tD >I. a 0 st' zla 3 r = �cy) �' nL W to 0 Z g coo Uj Q C o O ^, m cr W Z m '/C)r V 04 NLO = o N r E N M o z° Z E O E :3 c W a .. ci � v a o JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. Sis CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST T LAND G. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 FPLATEPFFTP FOR CONNECTION INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 3IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE oo 1OOF PLAN FOR MORE NFO oo SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR h SCALE: 3/4"=1'-0" SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C. BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. • MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHEDI 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 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/--" Z- (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS 111_� PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS a 0 � 0 �I � _� 4;� - F E S S Nf ttt Ut1i To the best of the Engineer's knowledge, information and belief, Me structural plans and specifications contained wittin these drawings comply with the 2017 Florida Building Cade - Residential Sth Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. s a= Po -,- J Q 5LL°'r�71 LL LLft C to 'h W Q. w 4 _g. _ LL a K �rn z o W r C N m m m o r� rO g W Z co Elm o a rn3No o:ov, N Q Z M 0 j Z 0000 W Z " 4 Z Z J (+l N $_M z 0 +-J N W 0 " W F N � 05 M as = o a �Q s� o M 2 W Z 1,zo E oS �. a° g Zr, OV I— 6 �z <o XU oa W� OU zo E N ao �o a w� (n C .Y v Nm oLL Z z (� ai CD JW ` QW LZ W 0LL �G �� °zlaT� 3 �c a� ^L W � Z CO Q Y CD o O a m oo � 04 Z o N = '� o N T_ C z E O C a E 0 a o JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. N EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. @ 2x CRIPPLESdTOENAIILS (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO QA SEE PLAN FOR CONN. W/ 2 12 T B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • SURFACE Oq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR WOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTARBBON x 1 1/2" CLIP IS TO BE OF @EQ'DDJAMB INSTALLED AT EA. END °: :: CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK HEADER SEE Q/S4 FOR G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • - SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3 O.C. JOIST SEE PLAN (2) SIMPSON MS I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN.-@ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" T_YP 0 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) Zx HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1! 1 1/2" (USE SP8 FOR 2x8 C B H B FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F NP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ 10) 10d NAILS AT BASE SE NOT REQ'D TO HAVE CONNECTIONS. • " *PROVIDE CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIORK�5� FOR 2 STORY WALLS ONLY. HEADER CO N N . @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER EXTERIOR SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. A.'J' ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2 ) 2x HEADER SEE PLAN DOUBLE 2x4 ''FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF10 INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2)12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x 82��T TOP SPLICE M/N Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON PACK W/ 10d NAILS 10d TOENAILS AT EACH END r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE (2) OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). , SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN (3) 2x #2 SPF STUDS END () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 , PROVIDE 2x4 ON I ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP SIMPSON LSTA30 w/ 22) 10d NAILS 2x CRIPPLE AT EACH ( SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS �:. 1 NAILS W/3'" NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ O.C. BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM KO" FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 13 (� O 0 O Q • ; '�S •• •� E d 0� _ ••'• v • c�`P OQ': . �� Otll, Ellltt���A 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 Coda - Residendal 8th Editlon. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � � a tasp7D op $ N cog rrPi � � v LoF J "C" #emu a a •g -r r LL U.N 2 LL CL N N �i r LL; a 0- L— Z � 4 2 W W A2O m o�rO d Co 2E°'0 Jca IL13_ Z N M z U 0 J WV ❑�❑ 2 Z N Z Q Q � J ul z ir cD N ir fp M •V N W � S 0 LL, 0 kn U r.,., _. Q o w z Uja o 0° Q z ==_o D a 0CL o E N ao go g ¢� L< C oz x u=i O '0 off Z 2 rNA J < ° Q z z N g a mw W U �� �k w o� �3 >M W cc Z �% Q 0 0 ^` 0 F W Z m 0) 00 Z O LCi N = O N �-- CN M M z z E CD E d a 0 _j a o JOB NO: 20-1787 SCALE: AS NOTED SHEET NO. D 2 3 it N rr THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^' 'r) WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE (A88EM•LED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN -,, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 1�0 SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8"CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WPO7) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E kM SELF-ADHEF V 11-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER z a W a rn rn W W Iz IY W 0 rn RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 8 z WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Lt SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) ME a Orm SELF -ADHERED FLASHING INSIDE CORNER Ground (�- 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 I .F" 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) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. 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 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 0 0 N t` N 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. W g E m n g0oo, 0 "N 'n, an OD � w •jJ�.� U._*12 LL N U.a� Ol M W N ai �i. -1 13 13 Z Dra0) 0za,o m o oe=9_ m 0o�rO ¢� W Z IL ILW Co s& G a � .� O � O LID 3 a M Z v J Z 6� ❑❑❑ 0� z � z z g m aCD f1 N V, z B a) U �� LU W V � 0 I1, Ln �N c � � o U 0° WC' �E ■i o Q is o W Z M ii Z9 Q O `E8 w� �O (6 - a� S Z o m N g° 0 ¢� 0 ZCn8M2 co J a iW :w o U a �� mw W '0 a c0i 3 12 > CM I..L. L ai LLJ Z ._ g CD a � �-6 in OC (0 It Z O N = o r- N M M Z Z O toE O in c a E v _J ¢ o JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting in rackets 1 4-1f2r x 4-1 !aa x 2-12w y Sm AnOur Sdmdule 112"DiaA32SQ'I TIC)POT Rif Washers Self- t kirw Nuts Left BraC(et 06 Gauge) INSIAiLATION INfOHMATION SKk Cross 54pWt ('May be drat to W) Right Sfacket (16 Gauge) #14 Self -Drilling Scrims NC Unit bottom Edge ----Hurricane Strap (Typical: 3 In front] Front Cross Support (May be cut to 1W) #14Self-OtIlitg.5trev sThru Brackets -fir Buk Cross Support into A/C Unlit Bottom Side (Typicall:3 each silk for hurricane use) Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 3W2018 Product Approval Application Detail Calk Entity or 292 owe Data Pendino 2Ag MW version j ggyg, cordact Endneer & Lleense validated av validated Submitted FDC; Approval Bpg@vgg Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/17/2017 12H 22017 Approved Category: Roofing (352) 498.0778 PE-75519 (334) 300-1800 Subcategory: Metal Rooting infoagulfeoestsupply.corn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Aoorovsd for Use Impact $oslai Sep # Product Model. Ntanber or Name Product Description Contract Emirdlon Data In NVHZ Outside NVNZ Resign prusanu q 1 0.032&qud; Aluminum 5V Comp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/AI over 15/32&qud; Plywood -108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/12/2024 No Yes N/A +NIAI Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&qud; 24ga. Gulf Snap 1&qud; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/12/2O24 Yes Yes N/A +N/A1--131.0PS aver 15/32&qud; Plywood 4 %qud; 24ga. VersaLoc 1&qud; VersaLoc 24ge 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ aver 15/32&qud; Plywood -138.5PSF 5 1&qud; VersaLac .032&qud; Aluminum 1&qud; VersaLoc min .032&qud; Aluminum over 04/122024 Yes Yes N/A +N/AI 15/32&qud; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&qud; Wide Rod 04/122024 Yes Yes N/A +N/fV Panel aver 15/32&qud; Plywood -116.OPSF T 1.5&qud; 24ga. VerseLoc 1.5&qud; VersaLoc min 24ga. 16&qud; wide Rod 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&qud; 24ga. MegaLoe Min 24 Ga. 2&qud; MegaLoc 18&quct; wide Roof 04/12/2024 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&qud; Wide ever 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&qud; Wide Roof Panel 04/12/2024 No Yes N/A +N/AF93.5PSF ever lx4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Go- Gulf Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&qud; Plywood -10&.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/12/2024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15M2&qud; Plywood 04/122024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over lx4 Wood 04/122024 No Yes N/A +NIA/ - Purlins over 15/32&qud; Plywood! -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168qud; Wide Roof Panel over 04/12/2024 Yes Yes N/A +N/A/ 15/32&qud; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&qud; Wide Rod Panel over 04/12/2024 No Yes N/A +N/A/-63.5PSF 15/32&qud; Plywood 17 26 Ga. Gul"R Min 26 Ga. Gulf PBR Rod Panel over 15/S2&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 3n8MIS Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Imps Deslm aeo M Product Model. Number or Name Product Description Contract MaWretlon Date In HVMZ Outside HVNZ Resistant pig 18 26 Ga. GuItPBR Min 26 Go. GulfPSR Rod Panel over lx4 Wood 04/12/2024 Yes Yes N/A -NIA/ Purlins over 15/32&qud; Plywood -151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GutfPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/AI -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GutfPBR over lx4 Wood Pudins over 04/122024 No Yes NIA +N/Al 15/32&qud; Plywood -151.7PSF 21 26 Ga. GultRlb Min 26 Ga. GutlRib over lx4 Wood Purlins over 04/12/2024 No Yes N/A +N/A/ 15/82&qud; Plywood -164.2PSF 22 26 Ga. GuHRib Min 26 Go. GutlRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AI -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15nUqud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +NIA/ 15/32&qud; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GutfRib over 15/32&qud; Plywood 04/12/2024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GuNRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/AI 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GUBRib over 7/16&qud; O.S.B. 04/122024 No Yes N/A +N/AI -116.OPSF Search Criteria Code version: 2017 FLA: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Die From: ALL Date To: ALL kf r .- ..... . .. ,..... _.t -. -. -_ ... '...- ti A3 _ FL17244 1 ESR 3455 ------ 12/31/2020 A23 FL10446 2 ESR 2606 12/31/2020 FL17232.3 ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/3l/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 HU21" FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/3l/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12(31/2020 HD410 --------- - FL17232.4 --- ...............- ._...._..._..._._....._.. . _.._..-_.... ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 .... _ ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/312020 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31l2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HC132 FL10447.2 ESR-2551 12/3l/2020 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA 16 FL11473.5 SIM200802 12/31/2020 HTA20-18 171-17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report - 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 FL17324.2 - - Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 HTW16 ....... FL77244.8 ESR-3455 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2513 12/31�2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/3l/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/3l/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-2813 12/31/2020 HUS210-2 -----._....__._._._._....._.. FL17232.6 _.-_... ESR-3445 -- '._...._..-..-------------'--__ 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 HUS212-2 FL17232.6 ESR-3445______-_ - 12%31%2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 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 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 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 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12131/2020 LUS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 - - _---- FL17232.11 -- -- -- ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 12/31/2020 JUS28 FL17232.11 - ESR-3445 -- --_ - 12/31/2020 LUS28 FL10655.113 ESR-2549 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 KST280 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/3l/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 12/3l/2020 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 LSTA30 FL17244.18 ESR-3455 12/3l/2020 LSTA30 FL10852.4 ESR-2105 12131/2020 LSTA36 FL17244.18 ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 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 Lrn31 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/3l/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 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 MP4F FL17244.24 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MP5 171-17244.22 ESR-3455 12/3l/2020 LS50 FL10446.16 ESR-2606 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 12/3l/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 171-17244.18 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 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 FL17244.26 - -._....__..._.__._..._....._.....-' ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 --- - ..._.._..... MTW12 _.._.. - FL17244.8 _ -- ---'-_ ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 MTW16 FL17244.8 ESR-3455 12/31/22020 MTS16 FL10456.34 ESR-2613 12131/2020 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 FLI1470.9 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-2816 12/31/2020 PAU44 FL17239.13 _.ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 ---....----.-..._._..._._._..._..-..___.._ PAU66 .............._.._.---___....._._._... FL17239.13 .... ... ..... ..... ..... ESR-3449 - 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 _...-_PHD2A- - FL17219.3 .._.--___.._..._-_...._____...-___ _ER-�� ..-.....-.._.....__....._.....--'-__._.. _ - ....... 12/31%2020 FGTR FL11473.2 SIM200802 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 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 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 12/3l/2020 RT8A 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 12131/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 ---._......_._... -_.._......_.....--- FL17244.32 '...-----.._..------------.._.__... ESR-3455 ._..-...----...._.._...--_....----........._........_..................._..--------..__. 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2813 12J31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 1231/2020 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 12/31/2020 HDQB-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 -.........--- ESR-3445 -------.....--'-'-'-'--'--' - - 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 --'---- --._..............- THDH414 FL17232.17 _ ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3F ------....... FL2033.1 _.-_................. --'---------..._....--- Eveluation Report -----------......__....-� .-----' 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHD8 FL17219.5 - ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVALSPECIFICATION O H SHEET 2018 ( ) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 Cabe gory/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Ex .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 andSmoothStar NON-IMPAC FL20461_ 9 + 67.0/67.0 psf1 12/ /2021 3 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 paY 9 Residential WinclCode Doors W5 8X7 ( ) F 15 L 279.37 + 30.0l-3 -0 2 f ps 5/21/2028 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0l-30.0 psf 5/21/2028 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/3l/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 12l3l/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 Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/18/2021 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 12/3l/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31l2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 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 WA 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS 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 to CD N L Cn � (Do _ C6 > N L -�-• i--a U NC CU O � fZ .� CU U -0 4- 0- U) O O C 0 f: O a) Cif 0 O a=a L.L. w-- O Ca > . "n L a)2 1---0 ccnu 'O .- W tt Q L Z W CD cu O CL CL U O ''W^ /V/ cu m CIO L LU Z Z Q J SHEET N0. PA 1.0. Florida Department of Business & Professional Regulation Pagel Of Building Codes and Standards 12n2201e Product Approval Application Detail QA EgIDLor grit got& Stam.Ctadoa gfe. nu Ylm19D tiiala61uL a901iLt Bar rave & ua. w. vrla.h.e a )LlbMld Euhmmw IBaARRMId AROML2d aorta Revision 2011 Tf1emla-Tru Corporation Rick WMghl Lyndon F. ScM1NL PE. Ryan J. King. P.E. 100152017 07/122017 10/782017 12/122017 Approved Category: Estella DOOM (419)29&1740 IE-43409 (613)767.6858 llubCaegory: SWnging E%leekr Door Asianb8as dNnv®NAltlparMULMts. Comps".Method: HMrielon Repod Rom a corn FWMa Reglalend Arched or a Lkenssll Florida adtLaMla Praas fts!Ergaoer s.a a Ssdu6tgngtlatlaa gMWWLARSOM S�CntEnlmma.gMo ggamugh uu AMrowdra Un in HVNZ 9umme.lDdli JM= 2LOW BWMtt 1 a. ThermaTru Flier-Clesk and SmoaDfKir Nominal U039;8 &quolNoMrrped&qud; Opegsw 12r4lr g20 No Yes No WA Copeeses Edge FibergYn "Is Door Q 0 .Xomagwsan) No For— . s Caepelle Edge FbKg%n Sao Dos � as navm ; X 9 1. Innews•Tru Fber-Clesk ere SmoolRehr NomkW a &WX &Wd:PIwNmtwd&qud; Coeur 12131/t020 No Yes No WA Composite Edge Feer9 - a Shtb Door (Inpsing0A-kq; X camWraftn) 14 n. Tharme-Tru F76a-Cln* end Smdogralsr N Nond� ; GW*d 12/31t Yea No NACar vessel Edge �B� i6039.0 delMflMQXeMa: X rdm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail agar. EgIDLIa I= version tiiall01 t—, � Snrneer s ua.rw. wmr.a av Revision 2017 There w-TM Corporation Rick Wright Lyndon F. S[IuaA, P.E. Ryan J. Khg, P.E. Category: Elderbr Doors (419) 29&1740 PE-43409 (813) 7674555 9ubCatagory: Sveingi g Eldnm Door Assemblies dskvillawbidgwresigMgs. Cornpince Method: Evehulon Report Rom a out Florks Reigidentl AecM#d a a Licensed FWMs PeafeedaW EnpNea Page 3 of e 12212211a grit gilt Dees Paris— ggm Y&ImMW awmgw E13CA—,W A99ieud amnia 120132017 12M=017 12212017 020`1312018 Approved Ourlty Assurenn Aoprnved rm Lose AMrowdrarUn Joutiat g.W_ AMA Product Mawr.NenbwmNem. ggregd(gg f i OWeM. 4vn47 Bnla6l PLlWQ 1 a. Thorme.Tru Flasr-Clerk and Smooth-Sta Nominal 611039E &gjW2 on4nwW&4W: Opaque 12/3I1=I No Yes No NM Composno Edge Fiwgh s ShO Door Composite Edge Fee nepMeOhWYp: X Florida Department of Business & Professional Regulation Page 2 a2 Florida Department Of Biusinew & prDfadonal Regulation Building Codes and Standards 0201 o Building Codas and St ndrds Product Approval Application Detail PloductApproval ApplloOm D&W ailfaffi Quaker Asallrailea, Aponneod for Use Apaoved for Use Sam L� Lai Product Model IlLarnbarmlianno Product Dirsorbodw Contrast ledratlon Date In HV 1Z Sti9ade HVHZ antdad ! ma mica lmmmao[ Sealed LobimAlann Yaldwom 1 SERIES 420 ALUMINUM SW SERIES 420 ALUMINUM SOD OXO 12I312020 No Vas No WA Rekae 2017bpq Sa 7 Caft produce Caasps" Men WelsllaM rb kMkTMft Servos MA, Gary Pllewlbf 145-3/4&quot;z&0dqua; NON -REINFORCED Be"aDIM (513)7744062 Int. (513) n104Ma 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGO OX XO, XX 12/312020 No Yes No WA CasaOa+r 98d,Wot NOILREINFORCED SWCAMwr eadloeeal Btsrier OMrAUWMN nmo@Wdddadomcorn Pya/al Isola ga aim 2MLBlI s agile lllnmd aaatm arAmmmml Aaramd amnia 11/2a017 OWIGM17 1:1 6=7 Approved 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12I312020 No Yes No WA completes,Meow! Cwgkdbo Makes Lkfq 145-3/4&qudt,x9S6quat: 4 SERIES 420 ALUMINUM SCK) REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX 12/312020 No Yn No WA agii9m Lcmdia XO. XX 960":e966quot amdkA� lmmmdhr." AiammunAm mrrel arid 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 12612020 No Vas No WA Loa aYimiall� 1 143&qudz988gea1; $7 037 111,1500 PAN,21F1&1: 6441. M, 73, 75, INC. 19s. 76. Sad Pan(mh 25ga) 66gM{'x(up to win Mate) 0&2120M No Yes,No s30 PSFF42 7W 4Rsr, 4RW, OW. aW. 2RSr, M. 42. 66, 4m, aMOCODESM74:W n a Door PSF 420. M& ODM. OD W OW QPJVV, ARM, ARSSV, EDM, EDMY Florida Daprhnsnt of Business & P chmioi Regulation Wilding Codes and Standards Product Approval Apprealbn DBUN Page 1 a1 Isola PLMIU74V Sam to mLat Qa m item 0osos elm ml Y&alm lmlrmmt gnats EodmKALN g IdWAI 1 Yilmml aaartid a rLa mml A■®md M as ft win 2017 CUMEa 11... aINAADO, aw dloave DoDUL LLC Ted aealan, FIE /1rim? 101202017 12ML2M7 Approved Colossi EabAorDOM (641)4M4B/4 ma)6M4707 &OCAWmr BrbrierOom CwMonnb dapAedloOaaseabby oo Carpr..ea melMed: COnMtln Mark at LWV In SAl1WIMbom1a gmMLA■®m hoomuLbLgm A■■sdmLum sort amen lma EMMOLMWWJhMOKKJMM EMONLRMNttits g0■MlmmBam hlaaJi atlialm ambmel heavers 1 8117, M. 727, 747, Ord a47 000 and lib. of Deem Flask GbM. eat Lowered sbple rM pan of 121312026 Yes, YM YM NM hobs R*W doob. Florida Department of Business & Professional Regulation Pepe 2 d3 Building Codes and Standards 1rNr1020 Product Approval Application Detail ammm lffAft lmm0 ails hoduel Model. shallow m Nroe In ffm o arlaaad Etnat 2 lea SH S2x72 FINFlange Frame IG+SG single Hung IW842M3 No Yea No •Sm40 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.p 2 a2 +gyp MOM am Q9111 EtlbLx title lam Done PWIOM 2M I= Version 113agapi contact areenser 51dgsnse VaNdreda yald.W 3Bd,,Wm FSQAm@1al Amrled Saba mi mW amp Revision 2017 MI 1Ahe0ess and Dons Brent Sanger American ArdnMctunl Stews M. Union, PE 0=42019 Ori1 WDIO OW72019 Approved Raalem 2017 Par kwul lie Category: Windows (717) 3853300 Manufacturers AasociW. (7M 317-8454 L�d**V• &6Categmy: Fixed bsilling.,QnOwd.com r. Filed flwd Corpllaoe Method: Car".s5on Mark a Llsdng Cm*Ns Caagirwamaawf Caalnoal Mark a LYrt eta SiatLAaeaSa ADnyvadfoLYn Approved for JUse IInMm Rat SaotridE ImmM D"Am aLtto !mars Loa 1 185 PIN 73 x 72 Inweeted Glass 04ffl3r 23 No Yes No •80/40 9 pvl am (Lear Yapi assert Florida Depsrernrk of Busyness & Prohosim RopWatioo pa r o / a+ BWld4g Coda land Standards ,cools Product Approval Appkadon Dstall &Rum ado ll tar oft no am.[mdn go ono mom Nmsmmm[ 2E M zodmKA bin! )m■mm NMWAid LOmlmd anhomi Ami mi awn 1110INN 2017 IhWmsfiuCaPMft RkAWright LyrWn F. Sdwf^ P.E. Ryn J. long, P.E. 1WIVA17 IWIS2017 100=17 12N22m7 Apprwed Caaaa,, Bewlor Doors (418)2&1740 PE434M (e13)76745M MiCabli e.keo1a E10wkae r DwAnlbles rida10rselOgmM- . Cameroon" a~ emkmm Row loom a poor Fears Rea' Amlaed or a Licensed Florida Pen1IMMwnal 13gYraar amm9b u'ilma aldmAa Anommifagm AmmmdhLuu bill" anon Loa E6WIIdaontlott GHKILFadmimso InWIM gwimalt)0Q Bourn Elsta 1 s. 8qeou'laserchwablaw*, igots-wv magL, t. 661M;S &Wntbgodbluot Obnd Fb"$m 121311=1 No YM YM NIA &*Mack kcfampat or&Wetcmmiccmk nab Dar-00'-,-OUWAtCanlbwednn Rnriotq-t anise&■ Sam me Yams ammmmse 111 2017 hnr" 0 eulfgPNwub.kw Cabgory: PwW Waft $dCabewyr. Swq Cow#lmn Weuk eva%Mm Row flan a Flodde ll at Aldaad or a Licensed FewMa IS olmlo Bgkuao aaiaivaLbltmlg LIE 2 HwdloPm LAP sift Florida Departmmrit of Bulphroase & Pfr>hai" Repletion BWldtg Codes and Standards Product Approval Appal AVW Detail Fare, a l 11 fame ado$ Door ga gaEndu ga few" BliEKkLbsts IdobdL >Od LdaYN agAumi Am■ad ago pelpa" 27u Pour 1. ope l John swiNw. PE oars m7 o&We2017 M2m7 100102m7 Approved (9034"W PE44121 (3IrJ)357-M cowaren amlmAem■gm amm lLWAme homoLimilm a" taMt emaoLRmddm IalNlli oubme NvHZ am mrmr! 1aw-owrwtimpsdm 12/314020 YM YM WA WA al7a2n.F! Sam me mom mambo ar Ravw w 20117 Jamn I I OW ft products, aw sax.rgwy: snit Co.ggwreameoak EvakeWM parent from a Florida PA jMabd ArdMbd or aLlon.ed FIN Pwo adar EegY+aar !m!AE 2 HWftPbdc Lap Seat Florida Dapar6nsM of Business & ProNawrmd Regulation Building Cads and Standards Product Approval Applications Odd pees t at+ tmmis gmmm OammELLI M )mldm" mmmad amalid arAnmsl Ao®1md a" DmR k UNK&Deda 6=-CER Mem40aM 0000-VAL 1=111 017 12omT 12262D17 Approved (941) 4N.Moo (7M) 315- Mg kurkopgba.kbaoan amletdmlooe Ali tin Asomwedfarlms mm Rift EaaldRnOmft fomdLmbooLow 31101t 90MLIM aeamm E)nssa veyl real Whdn 040302020 Yes YM YM WA Florida Department of Business & Professional Regulation Pea.I a2 Bulding Codes and Standards l2amm Product Approval Application Detail - - OewMr Aurrer.w Awaved tar Use Apmowd far Use brIpad gw Florida Departnlyd of Busnas & ProfaaionN Regulation Binding Codes load Startdards Product Approval Application Ddd Fw1all Isola DorLK go no gifth ma !tit GEM ZNOM &Manse I MdMEM )aldMd Ad=Md SlaA■mml Aamm aorta PkgNwnq 2be Ilk L Ogaaa John ewtluW, P.E. M2f2MT OLIMI7 ON20=7 10"Orm7 A.,. (No346,2977 P1524121 (MW7-UN db torn gooLAasmm AmmodbLRm hom lwam lore gmin 20*0 ga hares!& 2IN& OMQ L lass; pall■ Slow -oared by wing 120312020 Yes YM MIA WA Florida Department of Blgirtas & Prollossfons! Regulation Pqe i at Bugdkg Codas and Standards +toms Product Approval Awkstion Detail aa� Sam saytx gale ga limb oas 20 me orbs mmukow glow LiiomaeLbomo Mobil ml ltdmmd astm m IlgAsarsl Ammmd law no INN 2017 Thwn,,Tnl Oelporeded Rkk Wrglt ... Aoawdhtlon & paw A Mat, P.E. 1220I7017 0I1MMI, 122M7 Approved Caeegpp Bdabr Dona (419)nB-1740 Lunliprmthleaale (813)7W406 GobCaYgery: awkglrsp EdwWi OwAaewMa Compl■ MsMot . M I MrkaLMM cm a NEAR Amoraved par ur AmoamObEHE bona Quin EstA lSaMldgtldmm gosELF MOOLOmk taints¢ golmLl Sam" E re 1 Is. AquotOWedoCr&Uquat and 6grwtaerWkneek by 64 and 811) Criesine wed released palod SmaaM bwaidMoor Dwal 124IJ2021 No Yea No M kMakW MWMR llalON& Sat mfl MINN Lmealom P ' WM 2017 Thanlle-TU CorporMlgn cuss wy. BMrlor DOW &60& r 8eiq►q BiWW ODNAeaattie CMp.. mdwf Correspond Mrk or LbbW agummaiftiom EtLE 5 a. aguotSmnaw4bld4uat and Sgnotaandwwrk by Th-Ta&gat Florida Departmart of Business & Profeaional Rapulod- BMng Codas and Stardoms Product Approval Application DoW pwicr legal; loots[ go ➢o a Lenda tuts Sew EodmaiLUM Mound!( )h1iMW Adam alLhEmru ANON slots RldcDalgla Ned" Amfed Ww& rayon J. Iraq, P.E. 12202m7 00212017 1213IM7 Approved (419) n$-1740 WrMDMnMt Mmgb (813) 767- nu Eel arGAstltem am Em411cl1m A■mm LkLum Ym a Len 026OLD mbm SamsmEnmmmaw ban am iLl demYgt Pasim 6a red NO OPep1e are (amd Fawgbm DW WM 12/31/2021 No Yee Me NM are wm" amomn. - - . etd Oupwkq Florlde DepaMrratof Business & Prohsoh net Regdadort BWWtrg Coda and Standards Product Approval Appal xdm DIM Rage 1 ar, looms Florida DepaAnlyd of Buskress & ProieesbrlN Regulation Building Coda and Standards Product Approval App adm DstaN Foe / a, vMms BAD Sam Balks Rim a & Curios ga Ili salt loom arm no IamEmdm arm BM )males somulat[ 2a EoduatALWa good" )m moo LdINW 9aAamal Anrnd sorer me orbs Omsmam global loomoLLU tin 3beh WJm MdilmE aLl Eon BMA■MO AomM smaa RWMM 2017 Close adult PMANb CWM&w Mak Wselerflstl karts, Taefq 6Ovlose till, Oaey Fflwldr 112&2D17 Oaria2017 1205=7 Appasved Revlakn 2017 POT tioulalae Dwu Rlwk ManFpede BCOO-OEFt Mad4U*WW-VAL 1220=7 11262017 120162017 Approved callow. BdOlerDoes, (513)T744&2 bit. (513)5194Ma Caleaerr• Eldrb papa (941)AIM0100 (7M)l/5,2n90 SUbC&"W 900 "BdbrDOWAewnne mwaWdbldOdoPay.mm efpCMISary: Sift Bbft DoorAnwnbin Onerlrsee" rkM.oan Comp2 weal* CwMalkm MwkaLoft Comolmm Wa.k Owreean Mark or Lbaq gmdkAoaaaem AsoffxmLbLlbo Ammlmd*Lmu Yooa lion goNkAmsmot AnraadmLum AUMM&ktbg mass apt■ Lag EM*ALQlYdi■ ii6llnamimYoaLlm anwim aamtlLim Lohm pima "i LimouboLmooKwilmlnmimmdMbs gmmNLAKSA ngo bbbrAa aldMdtM sworn iinsm 53 053W&1OPAN.2F153:84L94,73.75,1500,19%4RST, aMI Pan 0111111. 28 OL) 0oreb Csr(Wr to 1eP 05mrAn No Yw No .30 MAW 10 SGD4670 (Lwgsa brgarq 1M10t 8ifgOW Doa OVI4FAW Yes Yee Yea WA 4RW WST, WAF, 46.42, M.4W.4M SM, 006S, MdO) WOM)CODEM74; W60srsgs Dow Per GDWV. GMe. ORWV, ARM, ARMY. Moss. MoW1I Florida Deporbr aft of Business & Protasdarl Regulation Fees I al Mft Codes and Standards laws Product Approved AppNeation Dotal BAUM ors Noma lrammss am" l9 dEKAL&M )tllINN& )ti■imd aamrttid fwAormt Alarm" slam Roobb 2017 POT kwmma law Wok matnd.A BCCo-cot Lowd4)sftww-VAL 12rdOM7 121OMT 12262017 Approved callewy.1.1 - (94+)41t64n00 (70315aw WrCasosw. abgM rose dn rkoppaMuf WAwn taagoraa meted: C Mbrbn Mark or LIMaq aYiWabNom aaaLAmots Ass)>evied far Um Attmdfwtlm lead Nash aria mo0atgad■n SimaMela ilsiinga m1m1Z amWafNNa MEN&& Lnalm 7 St"=DJtgo earl- 1 Vbyl Skgb Hut V*Wor o7rfg26i0 YM YM Yes, NM Florida Department of Business & ProfsssWW Regulation F1s.1 al BWWkg Codes and Standards +soma Product Approval Application DetaN alB"A"l fall Balks Halt gal gdeLsdm all ma orbs lmmdm m gLad LslnmAllmon lmNtYlltst MINN LMbid gwLammtl Ammmd aorta rbvmm 2017 POTbdulMn Dan RU k MO14CedaWW-CER MIrKOoft aCCO-VAL 12A102017 11nl2m7 120OW7 Approved Cabea7: Wkldde atiC+gory: MI+bM (941)48WOO (7M) 31&26M *uwkopgmdusvl"oem oomph Moaudt Cweisom Mark or Lift aai i311Aolm gmOu/mLmts eao walk Lima AmEMSIbLImo need arelu Mt fmomLowdiwokKNihm amoOLOrWtoo gm■sRENINE O mattiiM godbam lion lam 1 MneoMforMoomawmiml k Alumkasn Mleaone Rasa Yes YM Yes NM lumtavmk Florida DepaNnor of Busklsa & Pvofeaiorrl Regulation Pon a+ BWIdUg Coda and Standards laws s Product Approval AppMcatiaa Detaa aOUNWS.M ors mica MOM= gat laslsmt&Lbomo )ldddlM )WMM Laalmd 9 hooFmd Am®i allaa Rsvbkn =7 Abbe Nkde Thonpapa Lyndr F. Sdir" P.E. Rlwn J. Wing, P.E /004017 11001113051017 IWI12m7 t212211,17 Approved Cab- % PorW WYs MM 072-2= PE43409 (613) 707-ON alfCsbgoryy: losses ntwmpa01o@bWb.com Coeela.Oa Wmk BWAUVO PAW frode a Florre Rag" Awnaeol or a", Florida hahnlenal FJyjrwor gMd&A mare Am■ diffa o Ao undiff lmo i a LMn Lot Aga iomm o bi"HWC Boma mW■ 1 a. igllat2riqaet son Ved or sold VW Son 12/J1/m20 No Yes No WA Florida DopaMlsrd of Bus6tas 8 Prolloalotml Reguistim Pegs / a 1 Bulft Codes ard Standards Isola Product Approval Application Dotal zaxnm ag& Kann tom m gtleBaomis ao mi )males tonnes asimd F IWCALimmo YiMarmdlt riatims !W■u a Lanwo Ammo maa IW WO 2017 Ckpay ft fq Pladuate Caaperair Mwk IN' -are IrtwlaI Taafq $rube hk GaryPbldo 112a7O17 06/1102017 1215=7 Approved 4lagatr. Bdalgr Door (513) 7704002 Im (513) 51945M MOCalegag: Seasonal EldwiO DourA@=MMM lrsseobeftwedow.wm CCNVNM WNA CWNkseon Mrkalls" AmismhmLbldm gMdkAa LomsdaLum Allen uLbL)mI bon Ride lima EmeoLow mtln gmimalN.inga mitres attlilaaJi B■limm Pdman 002 102W&/O PMFIF1M: 73.75,&a& 94,42.48,42% 48B, a"Pon (mb. 25 ga) DeWrlyr(V7 to 16'7 0512100120 Mn YM No •37PSFF41 4RET, 6RST, GOM, MM, ARW, EDW etly YMCCODEM74; VW Gwrow Door page Florida Department of Business & Professional Regulation Pap 1 02 Building Codes and Standards 12a2020 Product Approval Application Detail AMA Product roar. Nu Mer a Nor $LMntAsafaom Anwoved 1, Use Aomma aLuse b= 21" $odDd.. Sn ,�.ExaInllon DOW m.RM Outside HVNZ RgMga PrsaOew Floride Dept linage of Busirmes & Profaabnel Regulation I .tie / cel Building Codes and Stiodards ueao+e Product Approval AppNgation Dstal fumal m mu mars lm obibm go*A ZWOELALb mi Xdm m m rillmd ads" eaemmt Amtmd aorta Revwo 2017 Jaen Neal gunk Pmduft hew III vaidw g as Raver L Ogees John 6onwwW, P.E. Oa262m7 OL0M17 0111101=7 100"102017 Appareled Catpar:pnwwala (1110%346.20V PSU121 (364w-an seacebgay: smirG Pb/wwrloslnalljwewlw CaaWiraaa ra.. . EveYbom dpo+t flan a db.awn Florlde RplwwedARllid or a Lbwwd FINkh arabaaiaw En~ - aaalmaLBoma gmdkeuom hommiaLum hoo mdlalmi LmrM Lama asst Bselego mm 90900EUkMML20 khmtlQ 290MLIM Breton Etreala 1 OwnWlek Lop&fq Ibwswnwt by oft 120312020 YM _. _. YM NM NM drtlllizilm Sam ors )balm tmamt■L ralwo 2017 AMb Cae+Oa+! POW Wei scale ooenpa aces" d: wear son Row iran a Florida PegWoM Aedfad ora Llo~ R m P ades" Eltkww ata@dil7ammi LSE hwhdmmkubakmzjkm 2 b. &Ouet/aMOM Maisel; Ida Florido Dopsrlrtlerd of Business & Pro mWW Regulation Building Coda rod Standards Product Approval Applcadm Detail Pepr1a1 II i1we Rafts Lon no Rmkhm t go asvw amiNKALlemee Idi uM ) dam Ago" fwLAmmid A■■md aorta NkA7Aongew Lrdw F. SderW P.E. riled J. Kno P.E. /0gYJ017 18111=17 1an1=7 12/1202017 Approved maigzMe, PE43409 (613)797450 now paanybrwmm amtLAellm! AtmmuK me Am MISLUE feed Lela EMINLROB60a QM&N&Zmblaao BO Mat SammLe Bohn mat Vnt or30M 16W Son 1203lrM No Yes No WA N N (n Fu N U L 0CL -� O CCU Q O O OCL O W ICU 0 -0`v O ICU .� cD Q L :E ccnu �^^ Q .� `` Cn Q Cn C: ■ t� 0 Cn 0 15 ICU U) L Q CIO cL C/) A�Mi < O VOven 0) V `MU W cur L Q Z Z Q _S 11 SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pape 3.13 Florida Department of Business & Professional Regulation P.P I d 1 Building Codes and Standards 1211YM Building Codes and Standards I/JO,2070 Product Approval Application Detail Product Approval Application DetaU sick BMW nine 211 DNS.PffiCIa Ora 990e tLtYLgc Aft Bona DIMCmMm life me Nuke Mmlga2" S4uala Askog& igm vdmdodr N autn*tott La4.Amrovid Assaroved AMR IYa! Nlea iaDnfrdlm Contact Nadg" Naraa auWmmia LIGAUU919 A —Ad al" R&Aslon 2017 OAF Michael Shah Robert Niaminan John W. KnezeWch, PE 12M 1/2019 12M IfAI9 12/182019 ding FBC Appn Revision 2017 TAMKO 8tAlfing Products, Inc. Karts Edo Zachary R. Palest Locke Bowdon P.E. 10M 9/W17 10m52017 10202017 12M22017 Approved Category: Roofing (800) 788-3411 PE-59186 (954) 772-0804 Category: Rodb9 (NT) 82443844 PE-74021 (334) 300-1800 subcategory: Asphalt Stwrde , m9l how tan Underloyments kerd_e0o■emko.can Compliance AtsomEvaluation Report tom a aluation wibtllon Report Rom a Co t AtedwEv Flodde Registered Architect or. Licensed Florid. Florida Registered Architect we U—sed Florida Profession Engineer Professional Engineer Cud& An,ararm (usarand fa lies Asslroved I, Use isaw onl■ C dit A-- Anoroved for Ua AltlxmaliaJlu ImaMl goon Aura Is —Fiberglass -Sind Sim SiatraMF. in KVNZ StudklrmZ NWMao[ helm SKI 29*§lLOkAWO.20 1011M QL&Mkmm NWed Pmam GAF 1 Aephatt ngies reinforced 34e15, laminated, Stab and 12R82022 No Yes N/A WA A hbMde. a.ph.R shingles Florida DepaAmari: of Busk ses & PM%NW al Regulation pia, err 1 Building Codas and 3lardarde !moms Product Approval Appaendw DOWN Sam gala Labs Ale 2da gdabnrm Ate me mdm lbodw= coo AN&S rAU■ Ndmiu t gdmm #herald a Lamommi AM■ d lake pas 2017 LV. Thompson, Me dbo Thompson Am MbGMW Tay penman ZadwyR. Pdrd Loeb A, - 1001102M7 1aM00017 11110,1700,17 1211212017 Approved MWb Carpwy(TAMCO) (613)24&3W P674021 (aa4)3o61aoo calogoy: RnoI kry0prnstYmooap.oam etre.rerr: Roahp AeeMaaola and ra n bNrMo wilt deg Raoae symn" CmparMdarrebsd: Eakabn PAW man a FNrNa NsglwNd At~ or a Unnee! Flombs Pleko" EmlMuar aguelmLemi k goo Lanni manna Lue ammm m kLft kmd Daft aAa! CO f�edMtasegrloa gOlMdA *MIML2b kmmQ Rddk= ama manta 3 TAMRoofVsowM sofa Wad. deft Notes adawM ka- base ONDOO a8 Yes, Ye WA NA Florida Depie tmerd of Business & Professional Regulation Pape 1 d 2 Buldng Codes and Standards 1MIM20 Product Approval Application Detail Sstlt EDmLa Oct Ana Oro&Ple d- ate me rarelm Mmlmmaa Contact ara a au� Validated by Ntlkul automat PW Amrant Anasang aMea R*W9W 2017 Baal Rodng Andaman Robin IAPMD Uniform Evaluation Gay W. Wslher i(IMA 017 1=62017 102trAll Approved Category: Rodng (801) 380b091 Services I.I.C. (205) 854-0160 SWCatpory: Roo ng Ttss RoblMndersonQbaal.co Corlpfawa Method: EvWdlon Report tan a m Product Evakfiton Entity -Quality Asaujas000 Aim Aporavedfor Ua ,WWO air aaatProduct Meold. Mumbler ar man FkaductcneleGaB 29OKUL NaloOL " in HVHZ 41&AgLuR BMW= Eossesse Is Y NO esNZA 17 Saxony 900 - Country Side, Hartford Slate, Shake, Slate, Flat Profile - Stockton, CA 12/312020 No Yea N/A WA Spa Old English Thatch 18 Sozny 900 - Country Ski, Shake Ramp; Slat. Fat Proper - Henderson. W 17J312020 No Yes N/A WA 19 Saxony 900 - Country Sam, Shake, Slate &amp; Spa Fl.t Prdk - Lake Wake, FL 1201/2020 No Yes N/A WA Shake 20 Saxony 900- Shako &smp; Side Felt Prone - Lathrop. CA 120312020 No Yes WA WA 900 m nw a N/A WA 2B wla 900 Mad— Prone - Lake Welss, FL 12012020 No Y. NIA WA aaI� 996 me mdm akrkMmrt Rol" 2017 I1W awkft casplwb oAaiP Me- . MIUMV! Coop - sbacosolo : True Plain Calpgreo eesgtach EakoOM Rape *chin ■ pmamd evamom ronvy, aA11oaLbmm Amer 2 myscotAgkr. Lrga plat Florida DeparlorsM of Business & PmksWord Reputation Buadrg Codes and Standards Product Approval Appgea&m DGWI pw f cr, ,42ma asks ak mink QNLBIN6a ak SEW h MbNKAM eana m mdmm NmIW li&N W agammM asmno Law Shad lswk = eAkNWesarvlaa. LLC VMM M. RMaa1. PE oBmo m7 oewmiT OMr M7 AppwsW (Nn9168473 (407)M4917 Mora. a j,elw.aom gmisLamamm ammWar m aaakmlaWee amain Rom emaNLONO W SassidL monLo a kmma atlkmmli ■Wilt Inceloa MAW CnIWbr Pmb 1213t2022 Yn Yn NA NA lSa�m Sick ma m am ■aldakm PA kin 2M7 LV. Theapeoi, lob. cook Thompson Adittaad Md*CompagOAYCC) oeleelf�. Rim" subomboo :IblalgAcoasaalM90amn Ydepal Pad of" Roo" syMem Complains; UWw& evaAatUan RoW*on a FkWb A a' Ambled or a LWnsad FIN PMISIWOrAi Efpker iaela 4 TAMCO FkahO Top OarsOpe Veal win Macro kr TN Florida DeparhneM of Business & Pmhni"l Regulation Building codas and &andards Product Approval Appllallon Dsha Saft m ln6id 6limaiLlaame Tay ChYYwr Zodery, R Pried (613)24&34e6 PE-74M 1oloylakommekko0- ,= lagaral0d� 26 gL soft mdvw MMawM baalo pnPfrt �� immix Alt eta 2M badm ak mtt9dtlJet mtlirW hioW moammd Among Loa Lome aa.mn 10/104017 IGH02017 101720117 1214220117 Appraaad (334) 300A800 gankLakt■W Aom dam m emmaga gn kALTA err■ SarkkLNmhitlmge kLlcea QNNALMM milum era■■ Oess20m Ye Yes NA NA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.P1di 1202020 ma version Mwvibchm EmNi,aa&Licrea VIPAIMIN VdMded auk Flan Aserrovel Ae>:an1W am RWslon 2017 Global Protection Products, I.I.C. Tim Robinson Water A Tint Jr., P.E. John W. Knezevich, PE 08m812017 oaoi Y017 08R12017 12H22017 Approval Category: Shudars (954) 889-7545 PE-44167 (954) 772-6224 ShbCat.wry: Storm Pamela tkn.mbhrsan@Ppent.com Canpasnps Method: Evaluation Report Rom a Florida Registered Architect or a Licensed Florida Profenlanal Engineer a,RivA fmPl .. 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Bennardo, P.E Troy Bishop, P.E. t9Ramia 10RI1Y018 10232018 121112018 Approved Category: Shutters (581) 7124882 PE-0040549 (954) 84T0880 Subcategory: Storm Panels mikeboalianerinmMdm Compliance & m& Evaluation Repot tom a re.com Florida Registered Archtwt or a Licensed Florida Professional Engineer -. aWltyJ3kL[mra Amoved for Use Ant roved for Use mall RadM Amer Product ModaL Number or Memo Sin contract awk - al, InHVdZ Ala i norm► Paaalu 1 24P Galvanized Steel Storm Pods 24w GeMntzed Seel Storm Panels 12/312020 Yea Yes Yes WA Florida D"wbnag of &oird" a Prctessmavl Rep Wdm Buainp Codas and Standards Product Approval AWftagm DOWN FLNSIBM Oak BM mat■ Lladmam alum Rsviolrt 20117 f wawmw C, I, wla amp koc. arum Lode 1:bt. - lbrcbetCarpounN (047)9184N73 Oi 8Npal. 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Evaluation RePonaam a File W RegbOwW ArdaW or a LbOOM Fall PYainNOrW Erbgindar fLgumgwubodmk Loa 2 TAMOO dMenndr Mad Florida Deperhnertt of Business & Prohaeiatel Rep Astion Butldkg codes and Standards Product Approval Application DMIMN Paw, of +mgota IOaLOL ak no RdLbmm ak again meeramkme ZOOM mWW ANk a allAMMrl Ammrn Ama Tony aNbmm Usably pow Loeb aawln 10`100017 10M020/7 tOH72017 12R22M7 Approved (613) 2404W�res� PE-74021 (33'1) 3o61800 1011y100aler�w.. y,00111 a iaidmlama a■ wmu Lun a mm daLum mom Ron m Agalodrm gmmmKWlmoNL20 hmtlAi 201wima Boiled E(aaam 2sgL - 09mWJ07e No Yds NA e00410,6 parbnent of Business & Professional F Building Codes and Standards Product Approval Application Detail Pa"Idt II 1O/J019 GM i Ate Aft DAN PU don ak MUM vdad— NIOLMOM Sliest Endiver aLmraou Vaddat.e IN, VWtdoW IMMI a FIC Assuming Amfor-d lima Rewalon 2017 Lananco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urkh, PE 0408Q018 l2Rw017 04R52018 03/122018 Approved Category: Rooting (501) 982-6511 PE-31242 (717) 317-8454 aWCat000ry: Rodn9 Accas.odaa that are an aartarQlamanco.can Integral Pad of the Roolng eydem Compliance Mstlmd: Evaluation Report from a F"a Registered Architect or a Ucensed Fields Professional Engineer aa■CAwrarot Al coved for use Amm7ed bar Use air AMm Affi! Ramat Wdat. 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Dadd Wad ICC Ewkt ftwiM LLC ICC EvabMkn Srvin, IOM WJM7 10R92M7 110122120117 Append cobsalY• 8bts9aal Crrp,,Wm (314)461-'f4m LLC. sobCalgrI Thin PIMM doerldri eenl 89s m Cow4ftmMogmab EvduO t Rpattom a ProMNt Evekhdbrh Bneb a gmdkAaram e■aaa/kraa sum iuLur NNW Rare era!amooLooldwm godmilammmam in WAfi gmmmLtQ emu E9 1 eNm1s 16p.supr Malt Mu- am oereeNrPIM 010012023 Yes Yes MIA MR Florida Department of Business & Prohmional Reputation Buodrg Cod" rat Standards Product Approval Applcaton DdWl rww l d/ ,�fa Florida Deprtrnrit of Business a Professional Bull hg Codas and Smrdards Product Approval Application DWI p.9.�, as Florida D.p.rmsrLt a latrk,ssg a ProMaonM R.pir.NofL Bulift Codes and Standards Product Approval AppNcatlon detail "loll Wallis Florida D.p.rbrnnt a BLnktass a Pnorapiorol R.glr.Non BLAWkg Coda and Standards Product Approval ApOkadon DIM P,p., d, 14me SSanMM Soak to Lan ale ak gat im" ak aBlOall ak Laktat ak ak akeaaNm as PLMW to gob loofa lore ak akbnit gate aBt6AR ak NMkt.$ ak ak a Lemes ak mt Ndm ■relaahm gm" ineEK&LLrme )bosom t m i" &do" ErLhi mal ammo Lea ma mdm Lkammm god" LaketAMk lbomdik N■ed arm d lE Lhmo did Ammam Laura ma Ymlm Mmldhm Aed men&allnme lEdumm l mAarW LIhm" SLgammr Aom ud Leda mt mdm riigrhm tom bo EKALWme Mdddntk Named AMbo t S CAMMMI aaamo Loa RrvYon 2017 Win kokoVI%lna Deal Wad ICO eomam soul, LLC CC tevow b Sretn, ,aN92M7 Until ,022/A17 Append! ft mm 2017 halrek koutW, late. DeMMMd IOCEvokedwOrvW, LLC 10C EvoWtlwo Service. 1011VA17 lOM911017 111102=7 lop hew0 RwWon 2017 MRsk Industries, lac. Daetd Vkd IOC EakMbn a.Mn, LLC ICC Ewkbeon senlh.k lama=? laMW1M7 1101220215,117 Apposed Relreln 2MT Wok loaeaW, lac. DPMWad Iql Evatkdat ednW, LLC too Easkein srvW, lame=? 11011101020117 1002221117 Approved cbne0sy:8trudrslCerrpooerub p14)BM-74m LLC. 0s%gwy: 8eu9aM Carrpawub thavid -Ting cMasry:BtrtNbalCanpOrremer (314)061.74m LLC. 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