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HomeMy WebLinkAbout3323 Lytton Hall DrV. a ABBREVIATIONS 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 or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return 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 Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. 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 GaIv. 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, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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 CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile 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 DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring 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 UNO 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 O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. 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 orWDW. 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 12-28-17 3.00 FRAME —WALK REVISIONS 2017 FBC UPDATES ALL WORK SHALL. COMMY wiTH PREVAILING CODES FLORIDA BUILDING WDE, NATIONAL ELECTRIC 00"" AND THE Crty OF ZEPHYItMILLS ORDINANCES REVIEW DA CITY OF ZEI PLAN EXAM L E INI INI AL irl 1551 1.012019 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31V MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 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. H a 0 LuLm M co Z N O z o V ¢ J M d N M N z ° o CD 11 0 Lij � �N U C° f° 8 wigw & 0 Y U o °J ¢ • 4m N Z Ng'0 z W 'ALL LU Z W ��a a 0 rn p _ d9 t� v C N a v, LLM Z A — B Q IW 0❑ 001111111ftrIf+frp� Oti'V.N, ���\��� SP •� W oa Y6*f�^• IFS F E S 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. o ZM ¢ � Eo ww�X°o�`z mo®O�?J aMF- F = os �aWgr�z N fo <<o_Q) L (6 _ U) C ¢° Zy OY U mg O 8,0 Z Z Z 4: J 0 Q W � � � Qw o Z Z g° cl ci 3 <o 4 K. �Z J Z w ~ >° Mill �oV z¢ a Ova 0 O >M nL' W i M �- M M LL N s— C o N o L0 J o LO TIUD I MM T CO M N o E I— N E 10 z m 0. E U JOB NO : 19-5332 SCALE : AS NOTED SHEET NO. C S A H.B. S3 TYP @ 1 STORY O 25-SH AC PAD ` ;' F BERGLASS o M� P r URROUND iv ;n I BEEQRGLAS 1„ 15'-04° 1„ k UR3j USN 10 4„ 10'-5" o° 2 O M al al 60"x36" "' TILE A SHOWER LO �� w N N r OWNER'S _ LIN N BEDROOM 3 TL BEDROOM 2 SUITE 5 16DEEP I CN 8'-0" CLG. 8'-0" CLG. r" 8'-0" CLG. 00 N CARPET I 00 CARPET CARPET 8 - I 8'-0" 2,4„ 4. 2„ 3'- ih 8'-04�� �/�� V V I C. ! 2668 �i 2668 A S3 °P <= A I (4) 2x4 #2 SYP STUDS LISP HTT4 @ BASE . . . 00 AHU �� I 8-0 CLG. 4068 B.F. 0 4068 B.F. TYP @ 1 STORY S3 TWI tb I CARPET ! a w 66 R&S s TYP @ 1 STORY ____� --------- - -----------�Q z --------------- T-8' o 0" 4'-0"I R&S iu '- -_ } -_ -_ -_ -_ 20 8 H AT 7'-4" G � I F- I S3 I (4) 2x4 #2 SYP STUDS FOY(E R I 0 TILE 16'-2" I rn `I 8'-62" to W/ USP HTT4 BASE '-toy" @ 6,_g„ 9'-6" CLG. O T-4$" 7$' CO00 _ CAFE K 3068 10 `O 0 z O VAULT. CLGI j S3 0 00 Lo CARPET ( I III I I II�D•W I r- BUILDER TO PROVIDE - - APPLIANCE G_T_--- PATIO I III I �" CC I W.H. PROTECTION WHEN r - ---- S3 D ° REQUIRED PER FBC I I I I 0 c%> 4'-0" 2:12 SLOPE ► o I I i 0 i - 2'-s" N i S3 '' ENTRY 0 '- CEILING ( CO I I Yv x I I I KIT• O 8'-0"CLG. 1•• I 14 I K 1 I 1 I I I I I 9'-6' CL cony I - C = .... I 11 2'}6" S3 1 I 1 ► 20'-oy" II 2'-2" I I Or O I I MUbAN RY a- =w o EDGE OF SLAB 2" BEYOND WALL I = I I O o -(0 0 r i OPT. LO= cOv f° I I w I O I I AU M �/ N _REF. - 5-SH 16 DEEP T 2 CAR GARAGE THRU WALL I I I - -- - FAMILY R M 8'-0" CLG. I I I HANSON BOX o �� 15-02„ _ _8 @ 36" A.F.F. 20'-04-"" I 1781. CARPET a N N I I I I I I I "' o� i z D S3 I 1 L I I I I 2868 TIE 2868 o rW- I ii U ----------- I ,�� iv A S3 TYP @ 1 STORY W e.8 Wil H.B. 6-8" L 1' 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 42 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) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 i S.H. 13 20 X 38 j 18 4 X 37 1 S.H. 14 20X501 182X50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1H2 271/4X26 26X25 S.H. 1 H3 27 1/4 X 381 26 x 371 S.H. 11-14 274X50i 26x50 S.H. 111-115 27jX63 26X621/2 S.H. 1 H6 27 } X 72 26 X 71 112 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j4 X 50 j 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 712 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. Chapter45 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. M 1507.2 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" rA) +29.7 i -30.8 © +29.7 / -39.2 C +28.3 / -30.8 O +28.3 / -36.4 +26.6 / -28.0 +26.6 / -32.2 O SEE SN SHEET 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 I,,,1„'",11,,,' • • 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" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 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) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) I� 0 0 M c- z N o z N o � � (Dra u, o o a ij- c � a � U m w E o g 0 aco N • ¢ sm N N ZNN o O N� O z W dM�Zo o a Im � y LU W ii ���$A � 0 ��M C v • v� <: C.3 °• �O • `G � s� '. O� , • g* ce To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C w z M M zo g w_o g Z,o C O OO W? Z® oa _ 0 w� 3° o O E Nao ap dZ ¢ � OU mp ZW Zru J < g !A 2 aw O Z o U n W LL 0w o d- w Flo O CO V zoa ¢ a= O~ o> C O 0 nL' W �> M \ / > r 0 H � = d- r^ o in O �L / V1 J • ..J T T O �r /� �i J M N 0 T ai ca M M (V d E Oca a ci 0 Q o JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 1.0 11 Q W N 9 2'-84° MIRROR MIRROR 0 6 0 0 Q 0 50 M M O O BATH 2 OWNER'S BATHROOM S-0" c4 co T 8, 5-,, O O HOOD 9 9 CV CV o co DW ' e o� co OPT. REF. CV RANGE KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS_ SCALE: 1 /2"= V-0" a n a o Q J cn ~/ z d N M vZ z (Dv U � IMcn jC 0 u, In c E � o U m LU r— o g 'o U c CD Q rn 0 m � N V�i N WUA cw0 EQ UA Ok � P,. .°. F f�P wwwwsa o•www eYi,L LYt� 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. O M z w Z ILL o z o g¢ S >Z m Qo L2 0 E U .o �� �® oa WO @ � c d 8 V 9.80 o ¢ Q z � V O W 2 N fc0 US Uy Z LL z J y0 ¢m QW �z m oo �W WQ� WLL o O J W w� �o �I0 ii F V� °zIa °3 C O O 'M L L 4� ,! M � 'r � m 0 � r V) Ln J O In r 2 M N (V � T E M M M N T iri c Z m Z w c a c0 0 ¢ o JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 2.0 9 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M._----- HDR HGT. F. FL. S Cn 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 4' RIDGE VENT 12 �5 1" x 7" SMOOTH TEXTURED SILL / BAND ------ T.O.M. HDR HGT I--------F.FL. I I I I I i TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) I I I I ------------------------ ----------------------------------------------------------------------------------- CP N FRONT ELEVATION — Al SCALE: 1/4"=V-0" RIGHT ELEVATION — Al : 1 /4"=1'-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 Flodda Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. G� a 0 O ��L— N �M � o z o 4 J M CL�E3 N M z N 'o v(DLL (/3 Y f6 w a Q U o a O °— m UN w . t— m E O R s U 8 ' U) • � Q Q rn 0 �m N �O N 0 �NaZ� w Z z o 0 w � U W Lu QLL�m0a w N W z3 a LU �N� M�: F �-••fit ROFE• S ��'A�l'lf4d€€Etft tEet`r 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. ti o Mz w z o J UL EE o Zo w Z® oa F— ni X O j Z— N fa �o a 6 Qz wg O wz N L r6 CY d❑ h O m� O O� zN vi J �n ¢ " oW Q W z z zo W v 3 ire az =G 3. z �3 CDCo u o i0 o U� C O O co nL, W ,! M CY) r N T O 2 m = rn 'r'^^ L1 // L , T TT C:) ai m L M M N o Z E O W � fC C a a U _J Q p c JOB NO : 19-5332 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5[:::E;� ----- EXTENDED— —�' OVERHANG TO BE CENTERED ON DOOR 12 �5 T.O.M. -------- HDR HGT -----------------------------------I— FYI-, REAR ELEVATION - Al SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 4' RIDGE VENT 12 �5 19' RIDGE VENT _ T.O.M. , TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. _ (TYP.) (TYP.) o 50 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA ISO. FT. O 0 0 M oo z N O z o J M CZ N M WF cn0 za o U_ U_ --J U% Y `V w O .O w N f:�, E v) (10 �— a U on w m 2 g 0 4.1 U U) 0 • a I 4m N �O go 2 z z w � � � � 2 U W w d a w LU ♦aA te �� c W V a rn Caw p f� eCn z Zatz N E '•.p o z —4 IC 0�SS)��� 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. O w o � i ccv Q E o E zo �� �° �5 >m �s _® oa U (6 �� X U jp � O E N ao ¢o Q a lye �N L ra C c Z2 Z QY U 00 OLL z , z J �m W � 0 3 8< ' CL �g a° z ww o hZ J� W � �o MilliCDa <1 oa F U3 c C:)0 U) M ^L, W ,! CM co 2 c 'm 0) /r'� LO T I N CO'04 0)ci r z M co N � o O 2 = a iv U � q p JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 3.2 • VARIES f-10" t2' CAP CAP 2„ 2„ *NOTE: x 1" N N FOAM TO BE USED 1" RADIUS M. ONLY WHEN 1/2" RADIUS rM m REQUIRED BY tiN 3 1/2" RADIUS COMMUNITY �+ oo SPECS. IF NOT, � N 3/4" RADIUS 4� F M DETAIL TO BE 1" 2" OPENING VARIES 2" >f'=-� BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1,� 4„ VARIES 1" OPENING VARIES 0 1n VARIES 22 12" VARIES 1 1/2" RADIUS T- 4„ 42� 4" � � - 2 1/2" RADIUS � 3j„ 4„ 4 r Cj i� rile 00 M v VARIES 12, 32„ 11 321"to N l" ,.. 1" 1" 1" BASE BASE SIN 3' z r �n �, 1, 8„ 4 M aN-- N 12 N *NOTE: VARIES 8" 2" z ` o 3„ FOAM TO BE USED - 0- Q ONLY WHEN pi REQUIRED BY 1 6 z COMMUNITY 1" QJ (D LL SPECS. IF NOT, 1" OPENING VARIES 2" iiN 1" 1'-4' rl� I" DETAIL TO BE 2„ 21 6E BUILT W/ STUCCO, 2d' O — LU EDGE OF ' to E OPENING r— o 1 W z �E 0 1-1/2" THICK 1-1/2" THICK v N 4„ 101,�M ¢ m S 1 101, 6„ N N o N o w Z 24„ - zus `iv W 4 LL o W a �� N ooq M _ 6 o �'IN M JJL W Q N¢o Q N rn 9 W U ❑ ❑ m a 2„ 4„ 3„ 6" N w w 1" _ 2 2„ iz IN rn rNLO ,y } } N 0 1-1/2" THICK 3z' 2 t„ rL� 4 M i 'ht 2'-4„_ 1'-10„ T-T. 2„ V-5„ 51„ --- 4 „ 1,4„ 3 _ 4 N DO t2 in 2 o p ¢„ 1„ t2" VARIES VARIES to 2 N % LLI _IN 22 , To the best o the Engineer's knowledge, information and belief, � cq the structural plans and specifications contained within these jdrawings comply with the 2017 Florida Building Code - VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 111 Engineer's signature and seal. 4„ 8„ �� o o - I 32" Q� J N 7- z 3 6" 4" KEYSTONE F11 b KEYSTONE F11 °D ^ LL w Z i�l - ----- - iv �'`:oR 11OPTIONAL OPTIONAL Q E ° z o z D a rn - I Q�`L .. CV CV co U X o 0 o co t _ r� o c�t R. Q t, 41„ 713� o f a o & z 3n - N a z w w o o �2' + 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" ~ N �1, cn oz Z* M z o co c� z NOTE: - N w m a w o • INSTALL OVER STONE, TYP. J �0 s • FIN. TO HAVE TRADITIONAL n w o VARIES LOOK & SMOOTH FINISH c . • w V • FOAM/ EPS MATERIAL IS � N ACCEPTED oo w Flo NOTE: z o • FIN. TO HAVE TRADITIONAL LOOK & 1„ 3„ 1„ 1 2'-1" 1'-4" .o CD SMOOTH FINISH 14 1-64 1� 1� 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1, 12„ 54„ > co nL' c'I 3'-8" 7" iv W ��. 4„ 3_0„ 4„ \ 0 1 „ 101, 1'-4" 101, M c 00 et N �. �. g o /�� � v _ N �C o `° N ti 1„ p cc = d- 0 0 r ALO co J r Ln N Y T � r—! .L M cv r o _ CV)-.. °°off cc z CO i) iYi ,— E � N f6 oa QQa U J Q O J a � c 1" Rro„ 1 JOB NO: 19-5332 rn 12' 1 `* SCALE : AS NOTED Cl in 1,N 1.1" GENERAL NOTES: SHEET NO. 1„ • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 1 w� b • ACRYLIC SAND FINISH G f/) W1 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. 200A INDOOR PANEL CENTER 914 copper to lights & outlets 1 200 10 #12 copper to 20 amp ckts 00 AMP 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER 2/0 or 4/0 SER AIu 200 amp 150 amp POWER CO. FEED—` INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 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 FPP DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH ?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE F••O WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN rO EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) f [efP PUSH BUTTON SWITCH (OPTIONAL) []D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) f USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT /l] ELECTRIC METER ELECTRIC PANEL —�I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN Q, CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT H.B. DISC. b 1 ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE 12 *NER'S FOR I ALARM I SYSTEM I V" C. I ---------- -� W I 1 WP / GFI 00 � I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I I PATIO I I I / I I I I I U.C. SWITCH - FOR DISPOSAL I I � I r / I — r — — / ROUGH -IN FOR / OPT. CLG. FAN/ LIGHT PRE-WIRE FAMILY 5M / / / / / F- OPT. -1 --REF. -. U% -_ G- �rn�r■w LIGHT PRE -WIRE ---OPT. A�■�� 1!!I!�h.- LIGHT PRE -WIRE ■ EMMI,;;PZI BEDR06M 2 _ II II _ �u - � • �l► _ _ _ II II _ ■�LIDA — 1rWP j �.--_-� FOYER — GFI i �e GFI @ 44" W.H. 7 A.F.F. F ------------ O I n � I I r I I ►M I I I I I I t / QC) I GFI @ / l- w 11 44" U) I GARAGE A.F.F. w w 41 I DOOR W n. GFI I i 22 AR GARAU E I I I I I VERIFY LOCATION I —IRRIGATION — — — — — ELECTRICAL PANEL gFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" lu! zcc g z g o M V) vCD 4--' "' (d � w o o a 0 LU U) E �N � o � � LU E all= o g U � 55 c rn d • 010 0, N ■.Y.w'■ g o N o Z C fsn F M � U) in"J-9 �' a W �Z 0S1kLu � o uj�._ on v 2 E mZ Z — LL� C� aNa"'� W 8 6 . v ❑❑ Cn 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 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. o W O Z Z < u LQ E E wo -0 wz Z 6N z® ❑a CC1 G p U F ro O aO az '0 a wZ CV L Ww(� o QO o mi (d N = - U ym U a� Z Z iz Q% _I ,� Q W �m 23 a C) LLa U Q. yw W o yu =� C 0 o Z 7 a r V ai zl¢ 3 �0 > CM L > ■� M ryo M r Q C o CV co T� ' / � o oo,, m Vr+ LO �� �' O L r M N '— E M C') r M Z ' E Q y E 0 .• U J Q to J JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft) Amt. 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 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following, 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Q M v a ¢ M a m z to t11 a v w _0 Cl3 Y W � 0 o a *O 0 UJ U `° LU r—T 8 o z = iJ ' 0 ■. soli N N U) ZU) '... yJo p� W w W -H� H' a _ o Sao Z OIL � O �4 a G` 0 • s 'fit` P'20 ..• Or! .�R1.- To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M � z LJ m� E z 0 o a' z E Z" O E N I_ r0 S 0 xU 00 a — O E N aF o q p 0� dz J fu C gz O Y V m� O Z U3 J wm (7� QW OLL¢ zqJ� g. OEM C) '�Z �W o <¢CD }O fI zl¢ a �U 3 C C)O ;n L ,> M _ X N T C o N F- _ fir in 0LO •T� .J r v ^ r i C O N a� E M co 4 N o Z E O N N C C d U ° Q p JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 5.0 C C d A H:Bt S3 TYP @ 1 STORY U.N.O. • i-•-•-.-•-•-.-.-.--•-•-,-I-........ ..;�• ..ill..r. •—•— • •— •— •— • .� • . . •� Wit• I Ir �_==-==J t I _ In \'\\ 17'-2g" 2'-9" 2�_81Q'--l181111 11 � I . II I• \ III 0. HVAC CHASE \ \ ' BASED ON LOCATION II I :: I I N ' _ ci I I Cn co \ I \ \ = • \ III 10'-10$" co T \ \ \ c \ CJ Hu....LO CJ N CJ — CJ -1 1 • 2'-6"x2-6 JCL I 11 1 "x1_0 { 1 ch W/ (3) #51S E.W. 17'-5j" 1 36'-68" I TYP @ 1 ■ : :: STORY U.N.O. I — 00 rA I -- — — — --' S3 o� �, G I '. '. '. '. '. '...... ::::::::::::::: ...... ... ............... I..... . '. ' ' ■ ■ ■ S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" ■ , HERNANDO COUNTY ONLY BELOW FIN. FLR. I 8 41 811 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2'-6"x2-6"x1'-0" PROVIDE Yz" x 9" -31/2" MIL VISQUEEN VAPOR BARRIER I 16-111" V-64" W/ (3) #5'S E.W. RECESS FOR FRT. DOOR I I SLOPE S3 -31/2" — — — _J {— -- ■ o CO CO L _ _-- -L — -- • —r— N 0 PROVIDE 1 Y2' RECESS CJD.W. III I:. I rill FOR SGD. REFER TO - _ a Jp ( ■ GO I �W.H.,/ K CC CC I STEPS AS S3 : MASON'S SLOPE FOR I r I I (- la WIDTH `" I II �II7 h : S3 1 S3 1 ,1 a3 2 -6' x 2 -6 X 1'-0" REQUIRED I I I ; 1 II L -_ JIII 3 r W/ (3) #5'S E.W. PER FIELD II CON 4'-0" I 1 1 L j L _ �1 20'-6' 7'-011 OII INDIC TES FILLED CELL W/ 3000 I CONC. AGROUT FROM FT. TO BEAM I W/ (1) #5 REBAR VERT ABOVE SLAB I - �C - - - - I F TYP @ALL PLACES SHOWN 1 I I KITCHEN ISLAND I I LOW WALLS K BUILDER 70 PROVIDE APPLIANCE PROTECTION I J I -50 1 N M �� HOOKED FTG. DOWELS 5 EMBED c5 11 • . • . • S3 S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 ■ : STEEL" I I CHASE TO I I /-- ISLAND I ; WHEN REQUIRED PER FBC I 9 - - - - � - _ _ _ _ � - - _ _ -}- CJ ^ t CJ ' A I I F- N to TYP @ 1 STORY U.N.O. I F = =_=+a t9-3112" I -� SLOP E I 01-01& ( �PT. V 1 OPT. D 1:: I t ■. I I I I I I LoJ 20'-112" L - - - - 4'-68Ile 11 I • I I ' _ f71W CV • � CV 3'-50" 1 2' A S3 TYP @ 1 STORY U.N.O. I H.B.+ 2'-6" x 2'-6" x 1'-0' I W/ (3) #5'S E.W. _J 41 6-0" 1 5'-28& T- 3' FOUNDATION PLAN SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN � a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND, FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" a co SRI � z Z � J M 7 — d. N z 0LLN N CD V) Y ril o M0 o Q LU Ln ZD ru CC9 ' - U "' I L � r— m E Rig U O Q 0 0 'rn N N mowrx w z U 42 H Z Lu Acl;Ho P w a (�t0,1°" ti mz w W A nrn w 5 Z 0 a� SO• �G��� F 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD O w M M z g Z � LL Q E z o g » �a 0 oI ui a® o ¢ I @ _0 X o 0 00 o z 8 N (T z ao az �w L M Cn C z 0 U Nm O Z i J Wo ao N LL w c: Z¢ a OU 2i 0 M L W i M ry M < o CCL N LO O LO r— co N r- v M M M N T y o z z E 0 a c = n E ai U Q p JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 6.0 0.0 UPLIFT CONNECTION CROSS-REFERENCE 7/29/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 V2" HTA20 1615 1585 10 -10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 1 3610 3105 5/8"ANCH./1810dx1-1/2 HTT4 2715 5/8"ANCH. /2010dx1-1/2 J HTT5 4350 3740 5l8"ANCH.12610dxl-1/2" HTT5 3225 5l8"ANCH. /(28)10dxl-1/2 K HD313 * 31 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA, BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060" — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 1 14-1Od x 1-112" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-112" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 1 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1Od 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR LL RR RR ++ LAd IERJ (A) INTERSECTIONS. SPLICING CONT TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. \ A, SEE 3/S5 FOR \ STANDARD GABLE END FRAMING \ 2X TOP PLATE TO ---T f GABLE END W/ 16d NAILS @ 6" O.C. ' + 2X4 STUDS @ 24" O.C. + + , 1 W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM SCALE: 314" = V-0" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM 0 z a LU U) GABLE END ROOF FRAMING PLAN SCALE: %4"=1 r-0" IL— LF— M 2 � o z Q —1 NM � M N z ^, Cr) o W o n a U co O w N tv o o YZN (113 � Co r T E aspw O m m N MID Q a \® Z W �N6 Z Z � M � O w LU �W ��LLCW Z o w a M LLw < °•�• • G\ or f' M I'U ttik 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. ig Cl) z0 w o � U- CC1 E z o o o m z< a z© o U N t._ (d uiz o x U ❑a w¢ U p U O E N¢o z az L ¢ ❑ ¢ w .0 (� ca - C:Nm z 0Y �z of J 7m '<w �0 N Q Iwo 0 U a mw C> w YO CD x G O 0 'M L ��� M / M 1.1.E T— C C� ^< 4.. Wca o O LO .T� J r LO i M N N rn ,— m M M M N : r i6 o z z E E o U Q p JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. 7.0 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Sae vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS on- mom 8F20-0B/1T 19,11, i. . 9.1 ka 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/1T FORM k GROUT SOLID #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a w x F 16- B11 T t- Q J Z 6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA ° HEIGHT MATERIALS 1. c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. TTOP (1) REQ'D ALTERNATE POWERS STEEL LINTEL J-1LEAR ° ° ° d ° .M,U. #5 REBAR AT TOP Q D MIN. (1) REQ'ID 1-1/2" CLEAR ° d GROUT J = Q C.M.U. 5 REBAR AT = U) rn w _ a ° O BOTTOM OF L rn z w w w 0 LINTEL CAVITY r~n Lu n -BOTTOM 0 W d O Z REINFORCING PROVIDED IN LINTEL ¢ 4 c7 Z Z "Low � ¢ _ " Ci � a D /� D i Qo A, Qo #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) u~i � � 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. IFASMALLER 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 fALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's 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 cemenbtiuos coating. See contractor specifications 4'-0" LL O 5'-10" LL O 5'-4" LL O LINTEL PLAN SCALE: %4'=l'-0" 0 0 M e8 (D z N c0 o z J M CL C. co � z o CD lL -J to Y ,v Q O ,,., to c E U rn o &N t- 0 8 z xw t§ ai o o ¢ rn rn m N N 'w v Z � ZU) M P -2 oo w w us -N`" z a LU k \ v ON C) O� )'�'f�yrtr��� 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. 9 w M M J Z o z � iz E Wo ? zd® oa C6 l- 0 MO XU 00 O °E Qr a ao WE Wa (0 C Z2Z2z o y mo '0C O zr J �'. >z Em N Fz o M 0 V �g QO aZ NW I=-k O Q Y SIM O zl¢ = 3 C O O U 'M L ,> M _ L1. m ,- Q C o N EL ca S� LO ii C o 0 m V J T IT O co r r M e N E E ° m Q E 4 U 0 Q C J JOB NO : 19-5332 SCALE : AS NOTED SHEET NO. 8.0 4 E2 N .o i a 0 a 01 Lz: rn N 0 0 a m 0 N m a N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CON SURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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. Z. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 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 ed. (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 T SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY ROOF AND FLOOR TRUSS S 0 G 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. REINFORCED N UNIT WEIGHT OF EINFORCE 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. • 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/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y2„ GROUT FILLED MASONRY: 3/„ 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 (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN, 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4,4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AREA 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.O ALTERNATES T " " BOLTS ARE NOTED 0N 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 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 "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL 1S 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/s rinkler systems including all risers and spray head's shall not be installed within 1'-0" of the building side wall. 4• FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be made metal forms. Permanent forms must be etc., shall with permanent or plastic 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 required. 9. FBC-R R318.1.5 - C ncrete oue o and mortar along the foundation perimeter must be removed be ore extenormsoii 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil 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 licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment 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 T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +f- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 g" 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. ca a 0 V M �- N M Z O O v_ O Q J M OL N Z v to = 0 w tJ7 Y LU Ow r- N n, E �Ln r- o U °' m ~ E 08 ® w = d U0 N c 0 -0 .Nr N Z�o o cv rn w z � LU LU Z_ +D ■, $ � o � c� y LU W ,� 6- Tt� 6Q �Go LL C2 .� i! ..i �'• per, F L,O .� y S v ze 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. c co M i o w z LL Eo zo ym Z® s? E U w� z aO DR w¢ (6 H B g xcU, a h 00 o° ° EC N ° wo a� W� L (n C z U .R m O OLL Z _ m o° Q W �z aNi Q R LL U a �W W C-) 3 <o =K a c a Z1, ov c O 0 > Cy) nL1 Y! i ■- M tM �-� XN T o C 0CN W LO `n ■_ .- N Ln I c� N '- iU m M M CV r 1- o z z @ E O 'n E N m a 0 _j ¢ C1 JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0J. . . . . . . . . . . . . . . . . . + . . . . . . 15/32" CDX 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + +++++++++++++++ z + ++++++++ + Backer and Filter Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 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 LU 11 E > STD. 900 CONT. #5 CONT. #5 BAR HOOK OOC BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM LIT_ 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 block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" m }Small gap „ ax. 4 max. 0 4 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional 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 /� H C G 000 5'-0" - STUB -OUT FOR 0 1'-0" a o 'n GAS METER _ 9 ~O 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 I (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" N Odl nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) 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 Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 5/81 THRU BOLT SIMPSC w/ (22) - NAILS T R TRUSS 'OP PLATE I.0 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 beam below Load bearing wall must stack over blocking and wall or beam below.* L Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6„ A 1 2' ROUND HOLE MAY 6=ROUND DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1%" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 1 ICI 1 I CI j 1, Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM °. . SEE PLAN FOR °• 4. . • a • •, FOUNDATION INFO `4 STEM FOUNDATION GRADE Filler block. i— REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. i_ i—K— A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE r—PLUMBING LINE CO l� d • A • 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 dam' ° a e d d d p d o .a SEE FND. PLN. SIZE & REINF. FOIL- 0 0 N o O �_ 8 1 z g d N M Q) Z a � o CD G/J Y V � a 0 ft— Ln c)-, E U 0° w m o g z� cy o L" N Y 0 ° �® 4m N N W Z M N o o w z lt�J�=U WON � _ R Cn V" � � W a �� o2 z a O a am A O 0 LLZ \Y v �' _ ♦k ". Y C ' !\ 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. O M M z g Li O zo g �O 2 >rn Z® E U F— N -1 X0 oa 0o U z `_ O E N to 06 a z <o 0, a z �W yd%. L C ¢2 U mO 8 FF r ,z J N m 1 � w sa0 2m O W ii U Ou w �o U a NW F= o w� �o O 1. z�< aF ° ?- c O 0 V M ^L1 W ,>co M _ N T Q C o N a. a r Imo- 1: 1"' c� C m V J T LOLO r- T— T i C0 N N M M � r a; N T N o Z cc O - E .a ui a v � Q o °i JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. SN 1 I 7VIr i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPFTRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „4'� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROSEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w! CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16"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 PLATESTUD BELOW (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4% EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z 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 APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.G. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 _ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °' `"' ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 P ,A v 0 2„ x6W1.4xW1.4 ATTACHMENTS -� / 2,1 6x6W1.4xW1.4 (2) LAYERS TYPE I OR TYPE II ° A.F.F. WWF OR FIBERMESH MEN S \/ \ WWF OR FIBERMESH C. l Ar 31/2"MIN. 31/2"MIN. (#15 OR #30}UNDERLAYMENT -I i= I — '° a ° a .° „ z FOR ROOF PITCH 4:12 M LESS. II D _ I — — a ` ° ° ° a ELEV. -0-31/2 _ FOR UNDERLAYMENT — ' ° ° °° A.F.F. LI —I I i —� e 1 1 —I ° ° ° a ° °REQUIREMENTS SEE R905. I— — — — a ° a 2x4 CONT. a j� PRE ENGINEERED WOOD - -� — _ — _ ° ° ° a ° d ° ° O c z pI I I31/2" min. 4" ° ' __ 1/2" min. - 4" TRUSS 24" O.C. U.N.O. -�1II— I— �r __ = I _` r ° a c� ' p ° ' — _ _1 ( )- 00 _ e ° . �j ( ) 12 HURRICANE ANCHOR @EACH T I _ 111—I = I i . I ° a I I° g ° a 31/2"(min. �L, — •' =r 31/2"(m(TY7.) �I ((rlGARAGE DEPTH VARIES ° _— _ _ — — — VRRIES TRUSS (SEE UPLIFT SCHED.) W/ g 1� ii � — Tr ' ° ° I Tl —I �f� 1T( III III I -TI�I 1T METAL PL. UNDER EA. TRUSS ° ° ° 9 I —I I 1 =I�= ( I i ` -' I I I I= — �.II-F' (2) #5 CONT. " ''� � , " ,1, (2) #5 CONT. 4" erg" I MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1 � $ U.N.O. MIN. INSUL ION LE SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC NAILING SCHEDULE ON SHT. „= ,- „ S3 � " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ens' -c\Vs�GJ ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N�M�o s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY 1��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7 BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 518"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5!8"DIA, EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3j 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ x SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 #5 REINFORCING SPACED EVENLY cv w! (10)1Od NAILS - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M `� 2x P.T. PLATE ARCHITECTURAL TYP• r c PER MFR INSTRUCTIONS c p p. . FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR i i _ GRADE 40 MIN. Fy= 40ksi a p. 1x2 PT WD FURRING @ 24 O.C. GRADE �, ° z_ #3 & #4 LAP SPLICE CD -1 ��=I I ICI I I m 1) #5 VERT. IN FILL z C, P FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ks1] Q — — . • . • T , 1/2 GYPSUM WALLBOARD ( MONO OR STEMWALL � p. �L� I MI FINISH' - CELLS (SEE FOOTING MONO SHOWN o — — — — U.N.O. °° � _ O° 6 MIL VAPOR BARRIER — I I � P ° =11 — I = °0 � FOUNDATION PLAN FOR CLARITY ° e ° �, #5 REINFORCING BAR R 1 7/8 FOR LOCATIONS) D o ° 1=III=III I I=III—I 11=1 _ �, z 1x4 P.T. BASE NAILER ° z ° 4"x4"INSPECTION D. ° Dp ° D III —III —III —III —III —III- � I ..• .• I II � j-i—r�T T � #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD NOTE: g 11111 111 I II I II I II I II I II III 111 I II I II � � _ k1q PORT AT EACH *FOR BEARING WALL _i r COMP. SOIL. (COMPACTED TO ° _ FILLED CELL TYPICAL i=III=III=III=III=iI 95% MODIFIED PROCTOR ASTM"M I _ W/ UPLIFT ONLY — — _ MIN. 2500 PSI CONIC. SLAB _ _ _ _ _ _ _ I II co AT GARAGE CONTRACTOR I � I=I � I=I � 1=III=I � I=1 � I=1 � 1=I 11=I 11=1 � I=1 I I=1 I I=III=1 I I=1 � I I � D1557) — I ��,-rr—�— MIN PSI MAY VARY PER TO CUT BLOCK OR POUR _I I, I II i = =1 I= 1=1 I= I=1 =1 1=III=III=1 I iI 1=1 4" V-4" MUNICIPALITY. —III-III_-III I it II ll I ;III ;III-1 I =1T_ CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING VV1.4XVU1.+ WWF OR 'FIBERMESH" 3 `v �_ — e e y D DECO FINISH 4" to 6" BELOW GRADE - Z 00 I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 C_, _ ° 0?31/2" =11 WWF OR FIBERMESH 6 MIL VAPOR o Ir IrPY = Z IT min. 4 BARRIER ; p 9 • • ? ° a �r GRADE COMP. SOIL. ° 1= r oo a • — — — (COMPACTED TO 95% -� I i =�� I I III I III-11=1 1= _W101 t I r-I 1 r—I (1) #5 REBAR W/ OPT. MODIFIED PROCTOR - I I I I—( (-SRE. N ENCLOSURE ASTM D1557) " - 1- ( mo) I I-�' 3" MIN. CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 14� MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 512" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS q' z "�i' 2 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M 04 co L l� • . •,.. ,,..... —III=11I '4„ I o0 III -III -•��' �•' ' •� II I i 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 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. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0O1-0 CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 1-11 ;III-1 M 6 MIL VAPOR BARRIER — — ' 1 11 Li ' 11111111 III11 III I —I I I —I 1 1-1 1 1 III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 — ON 3" CHAIRS 36" MIN. LAP [W MIN. LAP] lxxx/x(TYP.) 10" „ „ 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF_"� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1 RECESS FOR W1.4 xW1.4 WW FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN . S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. x , x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a —� TOP OF BEAM - Tfln-Th,I r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL I_I= —I — -1I I BEAM SIZE & _ � N ' a L� CONNECTION INFO Cl) I - 2x4 P.T.16 I 2x4 #2 SYP P.T. FRAMING W/ _ PLATE i „ SEE A/S3/J/S6 I�--� fi MIN 7/16 O.S.B. SHEATHING fi 11 o.s.a. z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. o LU W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" �,S3,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"xT TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRAD 4 FILLED SOLID (SEE PLAN FOR _ _ _ = a 4 _ ` 6 x 6 W1.4 x W1.4 iv ' SIZE AND REINFORCEMENT) c7—III ° °• III=1 (=1 =1 r WWF OR FIBERMESH r z w o=III—I I I I=1 I I III —III —III w I I=1 11=1 I ° a BRICK PAVERS or SLAB PER o w '� o o = = = • • °• z OMMUNITY SPECS BEYOND PAD • �i,✓�i✓i�•O�!i� i ' 'vv�ii�p3vii!iG✓iii SEE FOUNDATION (SEE SCHEDULE) TAPERED -.MIN. CLEARANCE ..rN a a a N O 7 _ co .0 ¢NQ O Q z Q� 7 J M d N _ M � z o LL U 1 2 U � O w N c E V ~ 2 v M m r- R E 0 3 ® w a i = a U o N • Q 01 M sm N N 0 h �� c w W z p W � � Z O = °'fFt 0 two , LLZ+l Q N W,d°° �o.c°� �r(Y.. U a �•�- O o c.: r/ffftt4€€tik'�, 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. co M M �z W L o F wo Q- O 0 wz z® E V t— a- X O a� oa W ¢ 0 UU ZE O N z w o 0 <z nn z ¢� d y r. /) C - a U Wm<W m0 2 ( r J . ern ,z ;S o o U a w W � wWy i' CD WCO (7 a x IIIIIIIIIII� zI¢ ov 3 N O >M ^L. W �— M M ,.� > T_ O <C C o N %%-.00 o LO Ln ... J r CD LO r I M N M cO I- r Z M Q E o 0 o € 0 U _j Q 0 � JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 /—PLAN TOP PLATE SEE 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 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.)—� I DOUBLE 2x TOP { PLATE I 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W LL S 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. OR 4d DRYWALL NAILS A 1 INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) 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/ 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 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" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE`. N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. 54 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 g MASONRY LAYOUT D 54 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a o a a 8STD. 9THOOK g" 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 11 NOTES: 1� 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. Q 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X91/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J i- r FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY :.., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. Q SCALE: N.T.S. a a 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. T1*/ s FF O� 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 FULL 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 FOP a IARAGE OOR 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. 54 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 1.2d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \---(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) " 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op FN��G 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. SL) SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 SIM SON SP2 w/ (12)10d NAIL 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 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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 kSPLICE NAILS TOTAL) EA. SIDE OF 48.,SPLICE STAGGERED @ 8" O/C ATTACH ALL -` EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON r SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE G V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL j SSCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° a ° • HDU2-SDS2.5 w/ (6)114" x 21/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10)1/4" x 2112" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1l4" x 21/2" SDS (6865# SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • 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 rN SCALE: NTS S4 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE /- 2X BLOCKING OVERLAPPING / --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM PIATE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED ST D AGGERE NTRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10dx 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM L a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. r, Q {�o M z - � o ! S= CID ¢ o � N M V, a N (D T Y � a ua U0 c E N � R3 }-m o MI�- 12 s J= O= N ° `y 8 m Kim ooo? w z M r0 41. M Z a II• J n s'o W w LY a �?"`"°z w w tea= gQ Q W 0 m t7E:€�'I£P W�'� �W 0c n . 0� e F L. w 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. Cl) z W Z M q E Wo a Z® 14 o E u 9 (6 z <o . 0 < 0n W0 U , V o� C:)Qz CV � ¢¢ az -,�+ L _ 4Z H m0 ~O ZW z oil cn co f7- o � z go a m w c; <- � =G w >° c C a ¢ a 00 S c O 0 > M ^L1 W\ ./ _ N T Q C o CV I_. %%—/ = d- r U .2 V J r l; L(') ■_ +- O LO rt— I co C) r C� ce) N o z E a CL E a ? U Q 0 c JOB NO : 19-5332 SCALE : AS NOTED SHEET NO, S4 SIMPSON HGAM11 W/ (4)1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL @ 24" O.C. NAILING SHEATH NG DETAIL FOR OUTLOOKER TOP CHORD--�� 7 BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' ± 24" MAX' TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A wl (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER SYP#2 1" BRACE % 48" O.C. EACH JOINT W/ (3) 10d @ 8 -0 0/C. EXTEND AT LEAST02x8 OF MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) (SEE A APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO J ' 7/16" OSB SHEATHING FATTACHED & (2)1 Od TOE NAILS @ '� BLOCKING — W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD [��1/2"CDX GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD wl @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4' O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL "J" NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od 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" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36w/(7) 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J r SEE STRUCTURAL ON SHEET S5 FOR f ' NOTES AND NAILING X-BRACING, AND TOP N N SCHEDULE FOR CHORD BLOCKING _ `° 00 °° SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING . 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF T2- 10d & (2)10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS `)U� ATTACHED W/ 2 -16d `/ �j �' IJ1 l�1 2x4 PANEL BLOCKING AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ 1 ROW () () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING 24" @ OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (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 & O/C w/(2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING IN4„ FOR FIRST FOUR ROWS MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL 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)1 Od & (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" 0/C FOR THE 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 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS -2x4 OUTLOOKER @ 24" O/C 77 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. I'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 x SIMPSON HGA1OKTw/ (4)1/4"x1 1/21, EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. 4L SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" 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" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 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 D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION r SCALE: N.T.S. S5 SCALE: N.T:S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. �. SCALE: N.T.S. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) ad all da _ IM ° ° < ellad ells°° a ell e a ed \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING F1Ht-tNLiINttHtU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/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) \-BRACING w/ (3) 1 Old x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAMIOKTAw/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS VlllV 1. ULnflllVll — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMF'SUN SN1 W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �q c4- In CORNER JACK CD Y ,z a iz W z 0 U HIP FRAMING REFERENCE PLAN z w a- 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll ■ICI 1�111�I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCALE: N.T.S. c� SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) METIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-O" 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 0 Q r S Z N O _ J M M O � z U o � 1 T1a) Y LL, o o Q w r— cn EE N U m r_r_I m 1— ME E o g = U � Q 11) Y sm N N M H 0 Z lu �z WgLL=W A a W U aA 10 Z 0 uZ m W J O� •'• 0- ' •' F `® �`s�✓,�,f�rlA' ��111lt!litt� 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. o M z W ZZ CID O i Q 14 O E In 8 Zo -0 Z. G N ZO <= wi (— O E XU 0O o� z^ N do ao QZ of we ai L C 0. U 0 ym mp Ou Z z J 3 �� ~°o w � QW zw 5 Z W aZ �w �" �w =3 O co u s. do O� U C O O 4 M ^L1 W i co ry M _ N I Q C o N �/■a) _ r o ° ■Lo TT� m J L r .L. M N N r M CO M N 3 T iri a Z E Q N E B ai - ro a ci ¢ o JOB NO : 19-5332 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT _ TO PRODUCT APPROVAL FOR CONK. MAX. g„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR TYP, (TYP,) ' 3/4" PLYWOOD DECKING GLUED TO ATTACHED WALL SHEATTOM 4 1x4 P.T. 3-1l4" LONG X 3116"� FURRING �� �� 3/16 0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @I 6" O.C. EDGES AND 12" O.C. FIELD PLATE W/ 8dHING /— O.C., ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4" STAGGERED @ 16° ZX8 (TYP,) ` BLOCK@ SPACING n 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 �' 2x BAND JOIST W/ NAIL 10d PER MANUFACTURE MASONRY THROUGH _ 1� 1x8 wl 2 ROWS 8d NAILS 1 1 /2 DETAIL () 3 �� DETAIL ^ STD. 90 ` /� `STD• 90° HOOK (TYP.) FACE @ TOP & CHORD, AND 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) R FACE NAILS 10d @TRUSS VERT. NAILS 10 WEB TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT IL71L 7 DI METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB {REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O O.C. & 4" FROM EACH 1x4 — _j TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' t2 NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 40* INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 /41' DETAIL +5„ FIRST 2 COURSES NOTCH WEB AT E TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3114" TAPCON (1 1/4"MIN. A -A _ 16010 #FOR 2 STRAPS • ' FILL 1St4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS • ' 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"x1 1/2" SIDS • 4 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE 7 BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '. 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 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 OR FURTHER INSTRUCTIONS. '•'.�'•,�' SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)1odNAILsiNTo 2x8 AT EA. END RETROFIT TRUSS DETAIL :•:' .3 .' :: •• .�. •..:• :' CONNECT W/ 8d NAILS BRACE/ BLKG. ... N.T.S. •f •'. M•• INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN • RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4"MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF 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 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED WI 3 #6 X 4'Y2" WOOD ) () ' DOUBLE 2X4 SCAB FOR Z-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 k 0 (2) 10d NAILS @ 8" O.C. �FR ARCH DETAIL 4 MAX. RAD. J USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD yqN _-(SS MIN. 4" EMBEDMENT AT 16" O.C. + �� NO%/y j1-On 5'-Orr SCALE: N.T.S. 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + AffINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN, B-B ROOF SHEATHING ATTACHED + REQUIRED ? ° ° /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON + SOFFIT + . ° . ° . o p 10 ° p ° CENTERED W/ s H ° ° BLKG. &BUCK 2X6 TO 2X4 H2.5A w! (10) 2X4 SYP s ° ° °° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS -1 ° 1� . KNOCKOUT / N I ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ' _ _ MONO FOOTING ' •c PROVIDE 2 x 8 DIAG. BRACE BT (3) 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 - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° ° ° ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D 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 DEPTHJ SEE ELEVATION ° 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yi" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR 1F MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" o ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. "-'° '° ° ° -'° ° '° °"-'°Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL B g-- MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4"= 1'-0" SS SCALE: 3/4"= V-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} 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M• AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' � zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F F 3 MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE a' THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , p" 0 0 a- A REINFORCING AS FOLLOWS: • SEALANT —i T I �I�1`—T T U_ a g j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. I -I I I -III-- g' — — "�'- 1:i I f ff-1�- #5x6, EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP PUCE W/ S � . c — o' II III — — I I U Z — � a EXISTING FOOTING , (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — I I �I I�I = N FILLED CELL SMOOTH. DO NO FURROW. o e • �11• DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE u. • o Ti � SET BAR IN EPDXY x' FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: iN M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11 SEE GLASS BLOCK INSTALLATION NOTES. r g • o . ` �-a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 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" =1'-0" 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. 0 0 Lj M 0 pip z N (O z o Z v V1 = o 1 w r1 U% Y t'Cf W V � Ory cn C�_- E. �N U 00 ME E o g 0 0 °� • N N z Qus Wo 0 o Z_ vNa E N V :2EIUL ' Q W���tI tt'l��r� o `` •'• NS E a, 't1 : � ,•• 0,•'e •. v o R O F E S SI © `0\\ "'Want, k' 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. o W Cl)Z L�L cd-a E O z O �z � } m <� Z® F (6 F— w� ¢D X (Uj ❑a UK D O J N C2 <Z Oz wW L (d (/) C ¢ o 2z z o Y U wm m 0 11 O Z 'aW N J a°° gZ O U W<a � a �_ o �z O C ON a x OU 3 C C:)0 'M L W .> C11) _ (1) z— Q C o N W L = d- r V C01) ° 0 m `0_ ..J' T_ T N V / T M N C'7 � °' E 4 CM M N a z E (D E m a U _j ¢ 0 JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.), SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE W/ MIN. (4) 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YYI L-I V4 `W "!" 11 11\VVV YYLLJ 1 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 'T 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 — DIRECTION TYP. ALTERNATE 1 CHORD AT ALL HAND FRAMED AREAS TYP. -----Z—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 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 PROVIDE 2X4 MIN. BLOCKING AT G OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER WUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLA EOP BOTTOM CHORD SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW a MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf SCALE: NTS (2) 2x8 #2 SYP wj O.S.B. FLITCH Pl 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 44 w/ (2) 1 Od 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"x21/4" TITENS EACH BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO 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 OPTION B CONNECTION INFO — SCDHEDULDE/PLANM 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 SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT 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 a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" H SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU i1f►�ii�A'��irI�Z�1 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. t-7/16" OSS FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C `./ BM. SPLICE OVER �� CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS 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 '°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE 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 ROOF/WALL 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 PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS & SECTIONS o 0 8 z�g _ z J M d h m to z � W o o W N I N 2 LL, [28 0 NEI >� U o c � � Q 8 r• Q 4m N N 0 Z g w z 5 W inW � � �ti•o a N i N . .� v �} �o •� OFrn s '.� L0 2 •, • • S S 10N N\ �` /r1111 I I I I11104� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CO M .9 o w Z u Q 0 zo 0° }� Z® 9 ro E M° a¢ ❑a _° O� O CV L Qz o �❑CJ) wz m� a� (Q Z ¢ O O LL J am w ~°o�d gz z go W Q LL a NW �- o w� >O a mi co cl z¢ r ova = O 0 W co co _ CD Q C o N �. a LO O C fn V O T M T— � M M QI o m z T ui E O Z ca = a E 0 a o _ _° JOB NO: 19-5332 SCALE: AS NOTED SHEET NO, D 1 n ^' ^' "WEATHER VE BARRIER & 1ARILY SECURE WEATHER (� RESISITIVE r BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and sea] with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO Fi nnrri NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW r�onuv�a r�r�ann��.a SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN 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) E AM %SHING 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V 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 3/4"-1"BEAD OF CONSTR. EXTERIOR SHEATHING 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL Wili SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 1HERED FLASHING 8 2 I 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 I� 3-1/2" INCH FLANGE He THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLAST ACCESSORY 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as �# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all a z N tD z d N <M W z n, o in cCS V W O .O Q R W� N c E �m W a8 v o Q 0 sm N 0 8 N; M' :� 2 44 03 LL m C7 R, W UA Va�LLoy O vx4 a Z � C N LU � m 0.0 0 CI 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 Engineers signature and seal. CD co M W o1 LL_ E z® E U w° C oa Ca I- O E So KU a so s0 CD N o ¢o Z aZ XW .2 to C - .o m0 o Z E >Z � ?i a o �0 �'0 2 0 U aZ �w W �S a0 �E �G - �3 o Jw NJa z¢ 03 O M L. W �- co CM � > T CD ^�1 o d- t" C wo ,� r LO Ln .v J '- Lo coN ,- ui M w M M N r n o z z E iu C a. E v Q o 31 JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. W P a 3 s u N Cn Hc, p � • to N U � O p L N March 20, 2018 p C 4- Re; Woad Construction Connector Compliance for 2075 International Codes $ 2017 Florida Codes Cn p ToW1lomltMayConcern: � ((S Section 23036 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 07147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the followings 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials; such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (iCC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirrlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals: However, reevaluating a large number of products will take time: While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wwim ondte.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P'.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page I of i Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972:542.0323 Fax 972.542r4i3g ~.stronatie.com Z �_ O O O L V cz M O L W� z J z J SHEET N0. PA 1.0 r/6P4 t A23 A3 FL17244.1 ESR-3455 FL10448.2 ESR-2608 HD210-2 fL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR•3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-W5 HU2163 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28.2 FL17232.3 SSR-3445 HU26-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA10Kt FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 fL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 H7T16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES•0130 HTW18 FL17244.8 ESR3455 HTS16 FL10458.22 ESR-2613 HTV\20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HT524 FL10458.24 ESR-2813 H7N30 FL17244.8 ESR-3455 HTS30 FL10d56.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM18 FL11473,11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUG72 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9&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 building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pg81.g +87,0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Fiber -Classic, Smoothstar, ClassicCran, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential VVindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/•30.0 psf Clopay Building Products Residential UMndCode Doors WB (8X7) FL75279.85 +38.0/-42.0 psf Clopay Building Products Residential VMndCode Doors Vv8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see lost sht) 2. VNNDOVvS A. SINGLE HUNG MI Windows and Doors aeries 165 FL17499.2. +50.0/-55.0 psf PGT Series 5500 FL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplenk Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/•70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Borst Tile Saxony 9W FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steal Storm Panels FL17869.1 NIA 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 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Merrell! 11 Q) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel der 12112W18 Florida Department of Business & Professional Regulation Bujlllng Codes and Standards Product Approval Application Detail Page 3 of 8 I2J12F20l$ Florida Da rut of Business & Professional RiagulallIon Building Codes and Standards Product Approval Application Detail Ppalrl Itswig Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pap I oft 115=18 CIO > 2 (3) CL 0 C)- 0 cd -P-0 0 U) 3CU -Ca 0 .0 U- Cz -#-� 0 CU %.+- (D E (D — CU cz a) -6-- M > 0 0- ask grAlt-, ails 2618. Dt,P,ndin, 2W11 L21 Varelon Manufacturer Cerdeat 129WLtLLUMM validated! By VIldt,d Submitted PSCA-val A--d Revision 2017 Tharma-Tru Corporation Mtklakilght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. IDIIWG17 07112017 I07182017 =12=17 Approved Category' Etedor Doors (4TS)298a17,40r PE43409 (813)76-1-6555 Subcategory: SvAnging Exlerlor Door Assemblies riclonSrobldiloammotards. Compliance Method: Evaluation Report from a cmn Floriclafteirtstered Archnact or a Licensed Florida lonofirsslarial Engineer QuallivAssurienc, A,—d for Use Approved for Use 1—t D.M., Data Chdald, HVHZ Resistant Pr .. un, I a. Thermno-7ru Filum-Classic and SmootinSter Nominal 6&;*39L;8 &quotJNon-lmpsct4u*t; Opaque 12?W2020 No Yes N. MIA Comperafte, Edgefterglast Single Dom '�=,IOLI�.nq' X JW ju=&qUot; Entity., 2sk 21111A 2AULWAUS 2a Version M-,ftt.... contact Erraimpe & Ll,,n,, Validated By Y11111AIA Submitted FBCAaonyal Approved Revision 2017 Tberrim-Tru Corporation Rick VAIght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12I13/2017 I2/13/2017 12t=1317 02F1312018 Approved Category: Exterior Doors (419)20&1740 PE-43409 (913) 767-6555 Subcategory: SWnglng Exterior Mot Assemblies COMPH ce Method; Evaluation Report "me Florida 2"Wered Architect or a Licensed Florida professional Engineer Q,,IitvA,,-- A,,,,,d fo, Use Approved for Use broad D-lon DIU product D-,,iAL- In 141AM Outside HVHZ Resident P-sio. 1 8, Themma-Tru Fiber -Classic and Smooth -Star Nominal GMS;O &qu*t;Non4mpact&quot; Cinque 12/31=1 No Yes No WA Composite Edo Fiberglass Smile Door OnsW -9/QAm"; X taffiguraflon) gnft or 20 pill Daft Pending 20 Version Enak�a Validated By Verdian! Sbnkftd I'BCADKVAnd Asurrand As" Revision 2017 Tbarans-Tru Corporation Rick Wright National Aocrodraflon & Ryan J. KkV, P.E. 122=17 0921/2017 12174W17 Approved Cealowti: Exterior Doom (411))298-1740 Managarread Institute (813) 7874565 sulaCelsigW: nilling Exterior DoorAusembilas dolbeariioldglowsullards. Sary Coarsathaws M I Cesfificall Mot or LWAN 00'a FLNI152254114 Products Approved for Use ADDrund for Use boom DMIM Product Model. Number or manar ConlradLiessaggDals, in 1001,12! oulausaijil ftateas P— 1 9. Siquot CWSBIG-CrMMquat and &Quatilandirmark by 66 and W Opaque end Owed Fberghwe Door with 17J31=1 No yes No WA TAKMO.Tndquotl and without I;weass. Mewing ant outwing F1.0152254W 290 lands, or Rik Ra Daft Po"CBM 20 mm Varsion 1111mulattwer CO&M limakenr4iluawas submitted FIIC AODMVWA Agattated om Revision 2017 Tbarms'Tru Corporation Rick Wright National Accreditation & J. King, PE- 12r2=117 OW21)2017 i2r2=7 Approved CalsqW. Everett Doom (419) 298-1740 Mamagannent kW*ft (613)7674W SidiCallixy: Swinging Ederlor DoorAwarribilles Consiba aslaMicohCarifficafforiMarkarLisfing FL*15225M Produces Aporoved for Un Approved for Use kwo 21dm ku Prodow Model. Monism ar Pines Product D.-Was, In WHIZ Oulialcar HVHZ Resident pJIIB¢4 5 0. &quot&noo&SW&Quot 04 &**Barichmiuk by 66 and Wan O Opaque d Glazed Fiberglass Dwkh 121312M No yes No NIA Thesnw-Tnj&ql and wXhoutSMepse, mewing ant Out6whig 6 I.Therma-Tru Fiber-Owulc and Smooth -Star Nominal Opaqu. 12/31,2020 No vs. N. N/A Composite Edge Fiberglass Single Dom 39MOMquet: 6 r. Thoma-Tru Fiber-Piassic,and smooth-ster Nominal QW9;0 &quot;Non-lmpacIaquoI; Opaque 12(31/2021 No Yes No NZA Composite Edge Fiberglass.Single Dom Onsimnoutswrig; X cordigurall I 9 I. Therm&Tru Aber -Classic and Smooth -star Glared 12131/2020 No Yes No NIA Composite Edge Fiberglass Single Do"• ilimming/Outswinill configuration) 9 1. Therrrr&Tfu FIber-Classic and Smooth�Star Nominal 6&#39,'8&quoj;Non4mpact&quot: Owed 12/31/2021 No yes t1b JVA Compicsito Edge Fiberglass Single Door tong ura3on 14 n. Therm&Ttu Fibor-Classic and -Siff -otNon-ImpactAquot; Glazed $mouth Nominal OWWO aw 12t3l/2020 Yes No WA Composite Edge Fl[Woess 9Ingls Dow nsraln.. .said X corillp-sl) 11. inems-71ru Ftt)er-Qmssic and mijol:'U'a4d 1wilr2U21, NO yes M N/A Compos a Edge Fiberglass Single Dow (mormng,K)aftwing: x conrigurattorl) .son z Florida Departalent of Business; & Professional Regulation Pap 1 or I Florida Department of Business & Professional Regulation Florida Departinerd of Business & Professional Regulation Pace lofl Florida Department of Business & Professional Regulation Building Codes and Standards 'Mm" Buildilng Codes and Standards Building Codes and Standards Iffiols Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail z F11,11112311,R011 296 Raise, or oft Rik ode PW- 20 g9da EWata gar aft Dab Poftdm 2ok 92dtL Emilia, or Dab Feasible MIA "63sarm r.90 Entity or Rot Rik Do" pandiffla am mm Version Nboukatww 2� ffmadnew & Liesnew %-NndwAd By yAnd" bUkOd FOCAM&M Awninged two BM Version jissidiallitim Contest xwdDIKAMWM Validated By Mildest Subraluod Fill Ammial Anera"d Starve bet Version mem6m contest Shallower & License Validated By Meadow &WOW EKLA99MM Approved Amer Mo Mention l Enslaver & Llosmse VL4dW IN Ydo" jilatigised FIND Aminaval Approved AMR Revision 2017 AM Wralows, and Dom Brent Sitinow LUIS Roberto Lomas Steran W Udch, PE 011IM3120117 orinimil 081152017 iO/10=17 Approved Revision 2017 M11 Wridoers and Doom saardsearoar Luis Roberto Lomas Slaimn M. Udch, PE (1811=017 08/11=17 08115milr Ionlill Approved Revision 2017 MI Window and Dom stand Stanger LUIS Roberto Lomas eleven M. Uft. PE 081132017 08/11IM7 0811&W7 10110/2M7 Approved Revision 2017 MI VArAlows and Doom agent Stinger Luis Roberto Lomas SW" M. UrIall PE 08113MI7 08/1112017 081116=17 1011WM17 Approved Caboary: Exterior Doors (717) 386330o PE-62514 (717)3174W Category; Exterior Doom (717) 365-VW PE-62614 (717) 3174WM Caftory., Exterior Doom (717)356-3300 PE82514 (717) 31784M Cabosorin. Edstior Doors (717) 366-33W PE82514 (717) 31741454 SubCategavy: eating Exhirlor0owAssernboas InslItnossillionlord.own SulaCeftoW., Sill Exleallor DoorAssambaw, bals"PlarewcLoom SubCatelaw SlIffing Extertar DwAssecriblies InsiffingerembKomm SubCasl $11cling ExtaillorDoorAssambliss, baltingentilginhyd.own Compliance 9~. Evaluation Report from a coffOW40 Method: Ealuation Report shim a ComPularm Methwh. Evaluation Report ftm a campffibrame Ma#xsft Evaluation Report from a Florida Registered Ancliftild or a Licensed Florida Florida Registered Archbot at a Licensed Florida Florkla Registered Ard*W or a Licensed Florida Florida fteglitered Archbot or a Licensed FWW* professional arolmor lanclasslonal Erkglnw Professional Engmew Professional Engineer FL14BU24'A Products Q,Rft Assurianing Anomov6d fte 00 Awanrited for Ulso jjgsaat Design FIL11111113211-ItAll, Quaft Assursw& Approved for Use Awarverad for Use sesel poster Quotas, Assignment Aparearedfortlise Adamod fist Uag based RAI&UZMP Adwairad air Use Awn -ad for Us, BMW Design AW Product OsWrIoIkm Contrast twhadw Dab in rot11@Ii nnwwt pwlm Slat P Nina ModN. Mur hwwNemapmductpucdown loan oubmtw4m Rwhftd p Product Destriollon G�e�D� III Outside HWM R"bowt paoan IKE Product Model. Number or Man* ProdLmtDommkOm owoadmtokwmm In HVM 4LdaWtiEA1i 1 plMeW1 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO 12/31=8 NO Yes 140 WA 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OX, 12131=8 NO Yes No WA I SERIES 420ALUMINUM SOD SERVES 420AWWNLMSWOXO 121261=8 NO Yes No WA 2 SERIES 420ALUMMM SGID SERIES 420 AUNMUtA Sao OX, XO,)O( 12131=8 No Y" No WA 1453/41liquoVdI8&WO; xO' xx gesquo"Pstictuat; 1464M&quQt;x808qW4 NOWFURNIFORCED 95illiquot.508iquat NON -REINFORCED Florida Department of Business & Professional Regulation Page I a 1 Florida Departgrient of Business & Professional Regulation paglofi Florida Department of Business & Professional Regulation Peas I of I Florida Department of Business & Professional Regulation Fspial Building Codes and Standards m2ota Building Codes and Standards 11512010 Building Codes and Standards iffimis Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Appkadon Detail Product Approval Applicadon Detail IRRISVIlm,11111 29ft enter or go 201t am Po"tNm 2im FLOISIT94U rho EnLW err RIK 211a Dab Pencluls! ode "33324114 2a Entire or 2MI 211a ads Pending 20 FLM14tn 29& Irrift 2ift am Do* Parldno 20 not Version oantaw Ed -&Lb- Meadow By Vallideled alillistial PW Awrayd Awerowd Menuftbars, Comad endlinwaLlicanse validated sit lwwdtd Arigesial FISCAvertmal Aporwinad amm mm Version memilachans, Contact EmainawAlUcomai Ysudakd& VPAbd AWWOW FOC Assmairall Ap-M MIN& zmk Version Etoka a LIDDRIND V1111111110cl By Vmffdobd submaw PW Approval Anamaried Efsate Cn RWVWN 2017 Clam &"V Products emmm CWpW. Eta or Dom SubCalagari: Seasonal fastener Door Assembles i 0ornplimias UdhocL Ceffilloadon Mark or LWM Mork Waslauffeld Intedelk Tooling Services NA, Gary Kohler (513) 7704= Ino. (513)51"886 MWO$Wrkwodom.mn 11 ra= 17 0811012017 11=5=17 APPVM Revision 2DI7 Clopsy Building Products; Company Category, Exterior Donn 11i"dotioly, Seasonal Exbodor Dow Amasses Connolleares, &ftdm*. C6MRoaUon Mark or Usdog Mark Vie samed lrftrbk Testing Swirloos NA, Gary Plushlar (513)7704MM Inix (613)618d586 trwasbarflakill1clapay.com 11 r2l am 7 (StIO/2017 1=6=17 Approved PAVWM 2017 IM VVInclairs and Doors Catellorin Ederlair Dom SubCallagoatin $Ung Extorter Door Assemblies Compliance, Moft& Evskadlon Report from a event Sitariger Luis Roberto Lomas slow It Lbiai,, Pr (717) 365WW PE412514 (717) 3178454 beftbigamilimisrd.00m 011113=7 011/11112017 08115=17 10/10=7 Approved Revision 21117 PoThwu*ln CsIsgW. Exterior Odom SubCaboarin Sliding Exterior DoorAsearribbirs Compete= Method: Carrittloadmi Mark or LWg■ Dean Roark Mhonl4lode 8000 - DER Mhwr&4)aft SCDO - VAL (041) 4811-0100 (M) 315-25M drularkeraptirmallogalmoorn 122v=7 I129017 17260117 Approved F1.111527941115 Produads, PLM52M4tgProduds Florida Regetwed Anctifted or a Licensed Florida Pnofisabonial Engineer FLO2614M Products Quotas Assistance Apostates! far ties Aponovad for lisom Design OLWb Asouran" Awroved for Ananoved for Lim boo Design FLI115332,1114 P-had, Quaker, Approved for tlas Awaroved for U66 isato Desion ftA 37 larodwt Model. Nmhw or Kam 037 VZ-00 PAN-2FI 61: 84A, 04,73, 76, Jil 190, 76, 78V, 4RST, 4RSF, MRST, aRSF, 2RST, 48, 42.68.488, 420, WS, GOSS, GDW, Was, GRSSV, AR58, AMSV, ED58,ED65V laviclawk DaBothNim C*rAradludmdmDab Mot Pan (min. 25 go.) Slogle-Car (up to M evide) 0612irma WINDCODEWI 74; Wit Garage onat In HVRz Qualskin.Inllli No assistant Y" NO Pressure -30 PSFI-32 PSF ftf 53 053 WS-116 FAN-2FI 53: 011A, 94,73,75, 11500. 1190,41dr1r, 4RSF, IRST, Stull 40, 42, 55,486, 429, US, GD58, GDSSIV, GM, QR6SV, ARSS, AR58V, ED58, ED58V Product Description Contrast EKDU%Uon Dab Steel Pon (Min. 25 g&) Doubis-Car (92"to 1&0' ml2m adds) 11101111000DE"174; WS Garage Dow In Outside HVHZ No yes assistant No Pressure +30 PSFI-W PSF ho 6 pmdwdmael. uwftwwNan SERIES 420 ALUMINUM SGO REINFORCED Quarter product Daadalfen Cae4lia Eimk sonUM SERIES 420 ALUMINUM SOD REINFORCED )00( 12131,2018 143&quctx985quot, AnoraftsillarUse Awanrvd In outside No far Use bwo Itablesset Yes NO Re" jareftwe 11YA 10 SGD4570 (Large Missile Imp*M Vinyl Slading Game Door 04114=1 Yes yes yess WA O Florida Department of Business & Professional Regulation %get f2 Florida Department of Business & Professional Regulation pops lal Building Codes and Standards 12)1212018 Florida Department of Business & Professional Regulation Page ial Florida Deplairtment of Business & Professional Regulation p. Building Codes and Standards IWA18 Product Approval Application Detail Building Codes and Standards Iffimis Building Codes and Standards 10=18 Product Approval Application Datiall Product Approval Application Detail Product Approval Application Detail CIO ............ I it a WIN i manimEffAm i No= QL41 101 Version Manuflactum Enat-r Contact Snalneer & License VAIdue'Lay PAI 211111 DabaPendito VIldt,d Submitted FSC Approval 2& Ao=�,d Mul PLM18374t7 FUIJ5272 F1.61182794M raft IYgt ywalm RWMN 2017 rs CURRIES DMOon of AADG, Ina catelparr. Estedw Dom Enter or Rem Enabm& Validated by Dedle Dew UL LLC Tod Daman, PE (541)490.844 (305) 6164707 20 21% x4" &WOW 11113MI? 1=11111"17 Ode parmuna 2MI FOG Approval Awivigall 12105=7 Awn Approved Revision 2017 M1 1161rdows and Doors Category: VAnd- SubCd.sl Single Hung Cam P11-6 Method: Certification Mark or Usting Brant sfillnger Arnericen Architectural Steven M. Ufth, PE (M7)365.=0 Manufacturing Asseclaffm (717)317.8454 lostilirgerCritlad.cmi IZ2912017 12(13=17 01/08J2018 Approved of bu VMVI*n Revision 2017 Mgr4dbCtU Cloper, Buk" products Cautionary C8t*VW. E)ftdor Doom Enter or Contest Erighwer & License Vapid Mark Westerfield Inleatek Toeft Samices NA, Gary PW~ (543) 7704= Ima. (w) 510-MN 20 20 Valldshad $WdaVd lir,2=7 W10=7 DWA Poklm 20 FBOADOMVW AowovW 120=17 son Approved rdSh mm vosion Reirigion 2017 Irt Clam MfgProducts Can"" Caftwin. Extents, Doom EMIR, or Contleat Eflakow & LhVDIldided By Mark Westerfield firbarbsk Testing Issavoes NA, Gary Mahler (513)770-61362 Inc. (513)51"m 20 go VaNdslacl Asiggiall lirtlIM17 08/10017 Dab panding go FEC Asoffiall Approved IV05=7 AMR Approved subcaugarlin barbir Dow compoingift Compliance Nktm& Codification Mork or Llaaft daveclediclillawaabloy do in% Q,alltti Ase—, Approved for Ue, A,er*Pon l—t Deal- subCleapary: Cmwu� kb&o&. Certification Ms* or Uaft SubCaft": Sectional Mderior Dw Assambses C-roft� ModaiC Certification Mal ar Llaft FLA11111127411tr Products Desetidion Contract Expiraden Date ad ILL= Duhufttfflz Refistent F-surs FILPI&V94till Produds, FLIt 12794tgPldut, RhadProduct asset. Newaser or News OLmftAss� ConlimatEbook,11-Dalle AwarovadjorUse Asairaredfarthas In IAM Disasters NvHz Resistant D"jass P— ! OMOVAnwxmm Approved for Use ADWand In Elm oubseas for the 21 win Baserege posim ! HlatPliadewfilftLikenberarlisms Quaft Assuramea Product Damnation Contract Excitation Gets Aboroved for Use Approved In HWa fbr Use itearea ObM.HVHZ Resistant Design PMM"2 2 185 SH 52x84 Finflange Frame IWG Single Hung 101091mis No Yes No +601-60 OU, 707, 727, 747, arid 847 Single and Palm of Doors Flash, Glad, and Lowered smile and palm of 1213I2026 harder rinartal doom. Year Yes Yes N/A as D65 VA-09 PM4-2FI 63: 73, 75, 84A, 94, 42,48,4211, 488, 4RST, ORST, Goss, Was, ARSE, ED5S Steel Pan(Mn. 26 ge.) Single -Car (up to 9V wide) GWIMM VANDCODEWI 74; the Ougger Door No yes No -38 pap PSF/-42 109 102 1116-1d PAN-2FI63:73.75,84A, 94.42,48,42B, 411111, 4111irr, 6RST, GOSS, GRISS, ARSS, ED68 Steel Pan (mile. 26ga.) 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FAM or toe Dee Oft Pending OR fi9lcd 1!.W—&Lkams Validated! 0, Validated submitted FWAlmteval Approved atom Revision 2017 Boni RDOMM /MOnbdAft call Rooap SubCmbpW. Roofing TUN CmnpNa 110-:Evaktetiorftepodlim a Product EvekatlOn Entla PLWA45411 Products Thom" Jammed IAPMO Uniform Evaluation Gary w. wawa 10118=17 IGROM17 Mal 2842288 SerAm LLC. (206) sm-oleo On .a 101=2017 Approved Reveon 2017 Boral Roofing I MonhrLWaS Cassel Roofing SubCdagol Roofing Tin Compliance method: Evaluation Report from a Product Evaluation Entity FLRS4i.R11 Products Them" Jemmy MPMO Unaom EvakeLbn Gary W. Wrier 10/182017 1QOM17 (SM) 2BS-2286 services LLC. (20b) 854-NSO menmp.leusmetiMbarata 1021=17 Approved Revision 2017 Global ProbdlOn Products, LLC. Category: 8hulbn Subcategory: Storm Panels compnanaae,nmo� Evskcla+ Report from a Florida Rapbbrod Arohaad or a Licensed Florida Professional Engineer Tim Robinson VJanar A TIRJ,, P.F John W. Krezevkh, PE (964) 889-7545 PE -MIS? (964) 772$224 tk&robinsanr(pgppenbcan 000=17 087Jirml7 0gN1Q017 12/12/2017 Approved Rovision 2017 Global Prolecdon Products, LLC. catagol late! &sCdAl Storm Panels 0amplial Metled Evaluation Report froma Florida Regatel Ambled or a Licensed Florida PrM"sbnal Engineer Tin Robinson WaaaA. TakJr., P.E. John W. Kress , PE oa092617 g&312017 owli2o17 12122017 Approved 1nmro�mMpppem.co , amR Product Model. Nrrmkgr or Name 19 worry 90o -Coady/ side. Shake, Slm Sari: spa Shake Atemovdfor all Anoroved farWe In.mQS Coal NVNZ Flat Profile - Lake Wald, Fr. 10/042018 No Yes a" Was Roskb Postal WA WA Al ProdudMOdal.Mu r«Haan 20 Saxony goo- shake &,amp; all 9Lof AnAn Aborgradforthe Apprlr9dforum L:onlrsetExpiration owes Iamgli Chadde 11M Flat Profit - Lathrop, CA 10042018 NO Yes !m■41 gralga Resistant Pow WA WA Hla3 1 20 Gap Galvardo d Seal Storm Powel Z 2ulft Assural Caatme! 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(581) 772-9882 PE0046548 (954) 947-0880 0420/2018 1020/2077 04202018 06/1212018 Approved B=_ � � f� % 1� patepwxom JdJ�t 0� sm � mm V� � 1� f� path PerAtm Subm%W FBC Approval � Approved $■Ili � � Y� �" ii■ � Dab POrAIM 1JIa y lwmgm J�r.Approved l $1� Subcategory: Slam Panels Compliance Method: Evaluation Report from a Florida ReglYered Architect as Licensed Flohda. Professional Engineer mlkeb@apemerkrenshutle rs.com Revision 2017 fiW BuilYrq Ca:Wonenb Group kra hCeto$trfr: Truss PIeNs Compliance Jlathed: Evaluation Report ban a Start Lewis ICC Evaluation Service, LLC VA4m M. Ranbd, PE tdrMa®afpin7e8w.1pm (407) 881 1917 O9l182017 09A7fT017 09l2112017 Approved Ravbion 2017 rTW BWk1hq Components Group Inc. Cabpory: 3vuaurY Components 6ubCebgory: Trove Pblea Evalwtlon Rapattrom a Suva Lewis ICC Evaluatlon Service, LLC We9am M. Ranbrl, PE (647)978-0479 (407)881-1917 YawN®alpinaltw.mm 09l19t2017 09/072M7 0912112017 Approved Revision 2017 rflN BUHtHrg Components Group trio cetgdry: S1roda'sI components SubCoisaill Truss Plates Compliance M Report tram a Start Lawb ICC Evaluation 9ervke, LLC iMlfiam M. Ranieri, l$ ($47) 91a8473 (407)681.1917 ��alWneBw.mm 09119VZ01T O9p71201Y p81Z1/2077 Approved EYY149JM Prnikfc� _ _ • _ - `3 r ,� _ � v - - � - _ J . Product 6wkm8on EMxy Product Evaluation �EVWwtlon aUffiIbr Assuraneev Aoprovatlfa Use Approved Tor Use; mired )}eslan Sec# Pfotlud Model. Number or Name product Daseriptlon Comrad Exolratlon Date IO.t9Rii ReNs[aM Pressure coal Animal Approved her Use Approved for Use ilON■9t t�lra<1 Approved for ties Averaged Ya lNs 1� ggtl■ Approved }a Use }� !>>i� 1 24ga GeNanlzod Sleet Storm Panels 24pe GaNenized Steel Storm Panels iZf312019 Yes Yes Yes N/A s,ai Preduef taed.l NumMr a•ram. letf� 12ra 8auY9t P�uu 7ha! 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