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HomeMy WebLinkAbout39724 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd, Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or AIC 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 Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifoki Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss 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 SO 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 KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar 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 Cementitims Finish MAX or Max Ma>amum TP Toilet Paper Holier 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 Moro Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Mi m. 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 or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion Pl. or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Pmofcng) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA I = EE 114 111**4 JX I;Zsm ALL WORK SHALL CrpAPLY rrw � ANC REVI�'IN —DATE— NOV4tPHyR 1 41 PLAN EXAMINER i� �, 9 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �\11;1{ili!! !llittf``rs,,, h 01% _ p •�' O R O F E S O" f, !flfll{111 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 eth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g $ 4s N� N tm N N C LL �? rn at a �' `N•' 2s a W w J U- 2 . LL SSS ; O f0 N f0 m J ILW N �a°3 Z �C7 I W N Z � z z z Z ■ �Q) t'p � .0 O � W U � ® LLl J ¢ � �0 cm, so o MZz M ii =o o° Q = a�E E ° I_ @ CILoa R 0 ze W� o SZ o E N ao .o ao >rL Z co t%i J aw 0 W _ �` � � $� ]U a= mw �LL YZW OF,O .11 U� J 120 W � ■� O n/ U 00 I.� > e— m 0 E o �. Nr-- �' I C N LO p� N 00 r E c th 1� c Z Z E Q d E o ci 0 tl V J Q J JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. C S 1Z OA Oq H.B.3 EGRESS EGRESS . RESS � �11111111111111=1111C]��1111111=11111111111111=11111111111111=Ii111111111111111[] �1=1111111111�11111111=11111111111111111.I ���C]1111111::11111111111111111=IIi11i1111111111=IIIIIIIIIIIIIII • • - r = = ..• -1",111111.YA .. 0- • : - ■■■�ii.'■■��, ' . ■ �r11 .. STORY 1 1 JI1i�-, ■ 1 -,r CD 1���®��ili lull - ■���M!'��'rl'�✓r�fll _.. -. _ ■�IIIIII�`rttlli�. 00 CAFEa - • • '�� (A)VAULT. - 'PATIO CARPETail CLG.' BEDROOM 1 CARPET BE �f(�• - • i 1� - - ■_ CARPET - • ���/�� • . ■ 1 LI - - ��■■■� i■ ■1 - I/ .mil - I'■ ■■■�' - 1. 1.: B.F.■ L' _- `-'HD.. ■li��l�i1����� 11111111111�1C]IIIIIIIIIIIIC]IIIIIIIIIII� 1 ION co Emil CARPET '® © . LaG.T.Itt■ led &D lilyNISHED • BE mill�FLUSH. - VERIFY IN ®- ■` �■ ■ Few,JII k P1 STORY � _____1DRYER-1 GA BOXS@736 11 1 0 1 ■■ SEEM 1 1 - W r�11�4�1� -.. - BEYOND WALL X PIEN■EM11 Cl)MU) 1�■/I1- 1 1=:coo O n,.■�■■2 c;tvr CAR GARAGE TE '. ,.c. I -2 '� V ' 17-6" BUILDER TO , CARPET CARPET PROVIDE TYP @ APPLIANCE GARAGE PROTECTION '9 OPENING So l WHEN REQUIRED PER FBC �IIC]IIIIIIIIIIIIIIIC3'��IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]111111���1�11111::IIIIi11111111111111L! HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25} S.H. 13 20X38j 18JX371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18JX62j S.H. 16 20X72 18�X71 j S.H. 11-12 271/4X26 26X25} S.H. 1H3 271/4X381 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 27}X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 1 X 26 36 j X 251/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 j X 63 36 J X 621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62'} S.H. 36 54 X 72 521 X 71 '} S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 1111111111111111 - / . 1 TYP. 2x FRAME WALL A 1-124 BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 56-19' 1'-4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM Vol AREA TABULATION 1'13111 (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. EXT CONC WALL I R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV B 1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1� I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 14"=1 r-0" (GARAGE / LIVING) I` rllrrrrr`i, ;;`>\e���It1i161t , UNz fROFESS\O! `�� r%/llil311411\� \ 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 Sth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ♦� C N cli W w) LL -I a yNN� LL LL a ai rL M W : rn j a � a Ir Qj 7 rp N to ?• IL N M Ci N Q O J Z Dc� W ❑❑❑ c co z a g J cL- - N U �-J U W o s O CA N U U c Q • N cam, CO Mz WW 2 z __jLL_na g aao E • N o • zaz O E f( U 06 p OO z .ate.. L :O m z�, 9 No'<ZW s�o Imo-w N J cm gZ W N 8 U Z � "LL O a 0 00 2 O � C 0 m E CO •Q = o O d" • _ CV r It CD r 00 E 3 T- M iri o Z Z E 0 E 2 w '0 c a U � pre JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND ILI KITCHEN 4 4 <V 0 4 M Q <V 0 OPT. REF. KITCHEN MIRROR N 1 Q SO 0 OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD T r W z 24" TOWEL BAR TOWEL BAR IN a w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR a / ON BATHROOM WALL 2 o _ SHWR.MEDICINE a CABINET 00 I VALVES = c TOILET a SOAP PAPER (o C° -1 00 o DISH U � } I HOLDER r vt p ~ p ter• o � ' a cM O� Nth Lj LL MMM M N _ _FIN. FLR. - BATHROOMS, SHOWERS AND TUBS SINGLE ROD CLOSETS / LAUNDRY OWNER'S BATH O io O n O 0o INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP -, 30" H BASE 0 80 LL LO a CO 0 2x a U? 00 FRAMING 1 /2" GYP BOARD — T FIN. FLR. _ _ _ _ SHELVING CABINETS - V-2" TbN o 0 r Ch N 04 N FIN. FLR. SCALE: 1 /2"=1'-0" III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I •cs' V r � P 0 O F E S SO� �1 frlNaiirrtti� To the best of the Engineers knowledge, in►onmation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q $ N W y^rn a IQ JI LL �apj � rau,LL d Z tp2 0 0 0 j•10Nt0 m m m -oa d a Jrn Z LL CoNo 90-j N �zO z 00 000 W N Z, Z Z Q rz � 0s LL 4-j N o G.0 OW Ln W� U zated co M iiiiii w W zco J LL E v m a o� e X 00 zo $_ �z .�.. N� ��o� z J c`Ktl ia�i W61 N O co il6 U �y U 00 LL > T .2 to E Cfl d° NLO r I� n N r 00 a)N iij �' M 0) N o z z c E O E 0- U Q p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 2 �NINININININI INI MIN101010101 IFEI 7FEENNINININ101 111 14'-0" RIDGE VENT 8"x8" SMOOTH TEXTURES CORBELS 12 �1" x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL ------------------- 12 5;;e -- -- —.� _ a TEXTURED - CEMENTICIOUS °O FINISH ON C.M.U. 1 (TYP.) I ----F.FL. • �--+3" SMOOTH TEXTURED BAND 1 FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" A. W. ---------- 1' 0" ------ ------------------------------------ ---------------------------------------------------------------------------- -- - - - - - - - - - _ HDR HGT. TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) r. ---_F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 N. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. U :• �� To the best of the Engineers knawledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) Q �p �00 C `8 8 N N it N N ri `C di 7 7 W Vi n -—0U-LL0.N�- W N yto a a Z� 0 0 �LLLL _ io rn �O4 N W��pjO' -•W N�t0 m J Z � o IL ccN O p N te)N Cl) Q O Z W (D Z iv Z J tNpp u- LL 4-J W �0 — LAJ �N U Cr L u z_ C • Q N `I_ C M M o W L EE O zo sz >Q k! co H <. i0 00 Wa 00 �U zN i �o ado m0 z r0 Ca :3 3 N ZZ N O op O 21ri N �m 81z Z o W k;3 w0� CD �p�pl�tIw � ZIQ 0 N J �N > Las m W O 4) 00 O C) /�' m W C O `.�no Eca d. r = o O) et O LO oo E cM o a E .. 'a m c 0 � ¢ o � JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 3.1 8. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. if - TEXTURED CEMENTICIOUS Zlo FINISH ON C.M.U. Zo (TYP.) F.FL. 12 5� T-O" RIDGE VENT OVERHANG BE CENTERI ON DOOR 12 5� 12 zz:::�5 T.O.M. HDR HGT. — _ F.FL. REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" it 12 �5 RIGHT ELEVATION - 131 1 /4"=1'-0" 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing Intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ` OWN ..,,....., E '•.,N �i Q •J 5 OFQ$y F ,• ��r���l1111I1i111`�\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E o 8 Z R V N N C N U. a �, W r'nti LLa e1 M CC I W . rn a f6LLJ LLLL a 13�i m c t- iZ «88�$o W 0 ¢ � CL Z GoN C to IL IL ZN o ci ❑❑❑ W Z d. M s` -1U) w W U 0 by $ w Q R" g, m M i � W J LL E n. y¢ � z • oa I E X p OJo V K ZO m fa �$ W� C - mo �o Z Z N J c�� ia� rk ;0 H '12 a 0 fffffff� co ila o 3 >CNI J ^L W B .� O �y U 00 LL T /•.\ O m r W 0 CO E T"— co 70 = O .� CV r I� N O N_ 00 r E CO O c :3T iri o Z Z E C) 0. 0 Or U Q p 3 JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2" 2" "NOTE: N 1" 1" RADIUS • iv FOAM TO BE USED ONLY WHEN ^ 1/2" RADIUS `ZD REQUIRED BY 31/2" RADIUS COMMUNITY �N _ 1'-5 " _ �,.. co - SPECS. IF NOT, iv 3/4 RADIUS � � CO DETAIL TO BE OPENING VARIES 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" iv 1" 4" VARIES ,;a tiN 1.0 EDGE OF �■ OPENING VARIES _ 0 21�� VARIES 1 R 2 11 Ax cn = 12 VARIES N r 1 1/2" RADIUS 4" 42" 2" 4" � � � I I 2 1/2" RADIUS - � r z � l. tD 3w � VARIES 1�" �11 �" N r 'In 111 w 1 BASE BASE _ � 111 111 a r �x a I • N 1_O11 � �� N "NOTE: VARIES 811 2" BLS FOAM TO BE USED �Q 3" ONLY WHEN � = REQUIRED BY d COMMUNITY 7 = 1" SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2" 2" BUILT W/ STUCCO. " � EDGE OF OPENING 6" ' _ r 1-1/2" THICK 1-1/2" THICK 0 o the best M the Engineers know) rm (V edge, information and belie, rn 1 structura plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 4" 10" Residential Bfh Edition. Engineer's signature and seal is only for 3 the structural engineering portions of the drawing pages bearing -v 10° li° Engineers signature and seal. 1x N p�pp r O Coll N it N > r +5-. z = di ? fh M J to '�`► ti Vi N N '� LL LL a Uj U. LL a L J 0 4" 6" Vi Or' rJ m 4 m Q O t �cit C0 11 iV 1.2" 4" 3" 2" 2-N lx cN LU Q s Z N 6cn co o co L N Z o„ Q U H J " OD❑ o W m 1-1/2" THICK^ Z 21w z � 4 Z � 21-411 1'-10" v a _ 51" 1'-5" 51" 7" 4" $ 511 1'4^ 3" 1 s a � _ i1le �9}I = Q) � ;0 LL w 111 1" r VARIES VARIES 0 I..0 Ul Ed iv N fn tt.l tr ®_ VARIES VARIES c �Q n • _ ¢ N U) c 4" 8" r 111 1 A � w c) `7 o _ KEYSTONE F11 r,_ 's 6" 4" KEYSTONE F11 0 = 00 J =o og U = r--------- r r OPTIONAL �' OPTIONAL • N e r N N4 " vU i 00 co R `D 44" `° = R 3" o f K o& i w N v 4 4" GARAGE DR. OPENING 4" 3' 4" WINDOW OPENING 4"g mo Ir1 NOTE: _ C oLL -cn v 8 W INSTALL OVER STONE, TYP. j w � • FIN. TO HAVE TRADITIONAL �' 8 0 VARIES LOOK & SMOOTH FINISH cA 3 W & m r • FOAM/ EPS MATERIAL IS = 3 c ACCEPTED o � I0 "I W o LZ NOTE: v = a ° 3 • FIN. TO HAVE TRADITIONAL LOOK & 2-_i ^ 1'-4" N 2w • SMOOTH STEPS FINISHAll IS ACCEPTED 1 1 1'-6 " lq" 1 " 55j" 1'-1 ' 51" cg 31_Opx �11 m �3 4" T-0" 4" O �i w = \ i✓' 1 10" 1'-4" 10"CL `° '` U CO Oz Q o N �\ 1w = N W to o z - ca rn tV 'Cr O ' 4 d i N r N c 0 M c ui °Q �? • r H - M�r Z EE p42) N d O J < 0 J 1" R70 r 1 w JOB NO: 20-6224 1^ SCALE : AS NOTED GENERAL NOTES: SHEET NO. o i • 1.5 LBS DENSITY STYROFOAMF1 • ACRYLIC SAND FINISH T) ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 114 copper to lights a outlets NEMA 1 10 #12 copper to 20 amp ckts 200 AMP 10 010-2 copper to WH Do A`10-3 copper to Dryer METER r or Oro SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 J 4 Bare Cu Ground WITH CODE APPROVED 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). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric cede, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window, are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � 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 R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE I) RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HD PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER .a ELECTRIC PANEL DISCONNECT SWITCH ROUGiH-IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP GFI DISC. DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS \ 3 GFI '7-F]AC PAD --- RANGE in \� PENDANT AS \PER SPECS — / .C. SWI C SAFE I I D.W. IO SINKW/• y� DISP PA 7V GFI L ---- — -- ----- -- - _ r----- — GFI I I U.C. OUTLET I I I U.C. OUTLET I ROUGH -IN FOR FOR DW OPT. CLG. FAN/ LIGHT PRE -WIRE I \ 'I FAMILI RM I I I I / I I ' I I I I I � O I D') \ ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PREE--WIRE A OWNER'S SUITE I 0. ROUGH -IN FOR OPT. CLG. FAN/ \ LIGHT PRE -WIRE I GFI \ .. BEDROOM 'i\)\L� OPT. REF. m m I III III ® \1.0611.= inmffis RECEPT. FOR ALARM SYSTEM — r ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I BED 600_� , x C.M 1.3 -1 @ 44" A.F.F. — — — — — — — — — — — — /� —� I n � I I I 1 1 I 11 I I GFI @ 44" � I A.F.F. I GFI FOR GAR. DOO� GFI I 2 CAR GARAGE I I I I O I v H VERIFY LOCATION IRRIGATION ELECTRICAL PANEL ltlllr_� FI @ 44" A.F.F._ VERIFY METER H.B. LOCATION WITH BUILDER GFI / ROUGH -IN FOR / OPT. CLG. FAN/ / LIGHT PRE -WIRE BEDROOM 4 ENTRY ELECTRICAL PLAN — ELEV—Bal SCALE: Y4'=V-0" 0 N 0 N 0 rn 0 To the best of the Engineers knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 81, N (� N C N LL n at ai a (ANN LL' LL a 4rf 52 W N d W JLL Z 2 LL SS G 1/' t&S 0oo j an m �' 02 Z 00 N ° N N W Q U 0 J OU ❑❑❑ 0 Z N ch Z z rz � N Z f0 t.t_t O W s N U • mQ C2 , O M 01 W Q J m rc go Qo QO i U U Z Z to (n C � J� m0 O~~LL QZ N N � w 8 wLL U a �Z W v °LL � o Z Mj CID i a 3 ^L W O O 00 O Q U rr2RR V ° m G cc CN CN 0 a) E ° TT M ° Z Z E O B :3 ` ` o- U .°i Q JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 4 M f: G ep���r� •i�y�.�,\\��gillltttE a0W yA C. Af To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ppm N it m J Qy' N N U a m CM W r rp J 66 lL d 1 Z r cc0 0 0 a m J ILWV) OM o IL Lr)N MZCi z °< oao W Z Z Z � J fl N Z {p 0 C U N W W � W 0 W sJAIIL d W� ►— U llr J L z U � • o M � z 0 65 is >P. ?® E O wo z Oa tca� o o� Wz Z N �z wo z J MO j C C oLL z ...r cJzs < W $ o W Q S w O w wW o'�' co it°E d? MI dN'• J r*,.. �y U 00 LL > T Ir.� to 0 r = O 0) .� cV r 104 CD INr N M o z z m O E v, a JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 5 no A H.B. TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ' t I } I 16'-0" 2 -a 6'-10".-31/2"0 c�o `n �, I `� I ,� ®,_ SINK /DISP__I :: I , , - -----o I `� i I D.W. I i I :: :: } go 1 III I I} } ih A S3 S3 — OIS •�. LI---JI I CHASE TD •• oII TYP 1 STORY U.N.O. STEPS AS ■ PROVIDE 1 Y2" RECESS CJ L — — — — — — — — — — — — J CJ OPT, C3 ; CJ- II I ■ REQUIRED I FOR SGD. REFER TO `� REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . .' .'. '.'.'.' : ::.' 10'-104" I PER FIELD MASON'S SLOPE FOR `� KITCHEN ISLAND I �Q CONDITIONS WIDTH LOW WALLS 4'-0" I `� 16-10" -12'-10" 0 INDICATES FILLED CELL w/ 3000 PSI `� CONC. GROUT FROM FT. TO BEAM r J — — — — — •— -- — — — W/ (1) #5 REBAR VERT ABOVE SLAB ..... ' ■ ■ ■ TYP @ ALL PLACES SHOWN I `� 0'-0" TOP OFCONCJPAVERT BE4' ■ ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED HVAC CHASE BELOW FIN. FLR. 4'-0" 4-4- 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 I STEEL" BASED ON PROVIDE Y2" 9" SLOPE FILLED CELL x LOCATION I RECESS FOR FRT. OOR Cn \ L \ 1_ 1_ N 1_ 11 ro 2 6"x2 6 X1 0 FTG \ I -4" S3 o s \ 25'-101 e" `� 9'-5 W/ (3) #5 E.W. 6.0" I to . . . . . . . . . . . . . . . . . = n y q CJ CJ K I (2) #5 REBAR � °P TYP @ 1 STORY S3 S3 CC I U.N.O. S3 VERTICALS w/ in '- I I c? I AHIJ I FILLED CELL C14 12'-6"x2'-6"X1'-O" FTG _ • ' I . F T-5" �._ ._ _.y �� -3 1/2" W/ (3) #5 E.W.03'-6" T-1" 2'41 x 2'-6" x 1'-0" W/ (3) #5'S E.W. "a (2) #5 REBAR VERTICALS wAinj m I I OPT. D I I PT. SLR c%) FILLED CELL �,� .......... ................ 0 ■ I T-3" V-10" I 0 C7 0 ■ Ci I J 3-1/2" MIN 3000 PSI CONC. I 122 " T-10" 1'-I ": EDGE OF SLAB 2" SLAB FOR HERNANDO , ; BEYOND WALL COUNTY ONLY I J iv 3-1/2" MIN 2500 PSI CONC K S3 'n I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER r fV 35:-4" T 20'-6" ■ • 10'-0" I : ; BUILDER TO I I :: PROVIDE I (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" O PROTECTION FILLED CELL :: WH• iq I WHEN REQUIRED L---------� --- 0 -- —------J-' — PER FBC -- �— ------J 2ff ■ ■ ■ I i ■ i ■ I ■ ■ ■ ■ j I j ■ ■ r- q H.B. S3 TYP @ 1 STORY V-4�" U.N.O. a1 -AN 1_ nN a a _ a nX V-21" T-11" 71 CN I_nN R 1nN 1_ 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. J.O. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOUNDATION PLAN MONO — ELEV—Bl SCALE: )4 "=1'-0" QU W PC �.°�. F �. To the best of the Engineer's knowledge, information and b7 , the structural plans and spedficellons contained within these drewings comply with the 2017 Rorlda 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 seat. h *ALL � rqnU. LL a t•f W rA Z 0 L�� 0 w W CD m o 0 Y, Q i LL Z oo NoOv1 N M J Q 00000 W z J - a j) 13 �4-J LL t0 W � � U _ gp O p Wvi Uu c 4;;7] Cn M M . W z E O E E ccw0 z �� z• ° U zoE I-•- N � o < �oaz �o o O �z r6 N C ow z r j N J �b a �m W �� g� o IQ U �� y2 �F wj CD 8 W ZRI� U dN124 N' J L 0) Lo N— o n/ U 00 LL ; T �1 0 0 /H o W m 0 v/ L T 'O = O O) .T� N i r- LO r r) ui E ch jj o Z z 0 E B m a v 0 ¢ o JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5(8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 12 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 '* 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 `" 30 -16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 990 860 14 -10d x 1 1/2" MTW16 1195 1005 1 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1Od x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) SW ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) I 1/4" x 3" WEDGE BOLTS "X" HTS 20 1 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 570 20 10d x 1-1/2" " MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY **" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.7 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 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 (-). 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY 'ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4'=1'-0" ,�,,Etttttcataatrrror� �OW,N \ �( N O *" ROFESS\O P ��'�>'otrttttt3irt`��e � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A N 0 Q Cj)n�LL LL a ajMM Wd to Z � LL LL d 0: L 0 O W J 0 d W LL a oJoa N cN+u¢ W z N Cl) Z z Q a N z � . � � s` LL 'U�1 _ 0 LU w� c ¢ —0 cm C:, W L Q zO E: U QkQ'=z= oa O 04 E 2 Z L (a a m 0 _ - � N z � J2 d [ O pub 8 Q Z<rK J0 U W a >y$ U g8 aZ xK o � lya S2'o o � �qqw YI6 0� U L I O �M rV 2 Al .2 W C O COn V/ \� ECU �} r = O 0) LO 00 T M C7, N o Z Z E 0 0- U :0 p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 7 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 L/180. 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 Ileu 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 Safe vertical o Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS BF44 1B/1T817401BMT 8RF40OB11T 8F321B/1T FORM & GROUT SOLID Q N Q �J �U O #S BAR CONE. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. E . .. . _ISEE= • • • • • • • • • • • • • • • • 1 1' 1 •' 1 1 I Yt't UtJIUNtN I IUIV #5 REBAR MIN.(1)REaD AT TOP ALTERNATE POWERS F=FILLED WITH GROUT S UNFILLED 1 CLEAR STEEL LINTEL a ° R =RECESESSED QTY. OF #5 ° REBAR @ BOTTOM OF LINTEL CAVITY 4 • .M.U. #5 REBAR AT TOP W a° ° MIN. (1) RECPD Q 1-1/2" CLEAR 8F 16— B/1 T o "D • 'GROUT° °d GROUT D t r• fD —° r J Q !1 C.M.U. NOMINAL QUANTITY OF 5 REBAR AT = rn w � w WIDTH #5 REBAR AT BOTTOM OF � W — � d - TOP LINTEL CAVITY U to 9 Q `Q NOMINAL-° HEIGHT OTTOM REINFORCING o ci " 4 C7 PROVIDED IN D LL — O Itr ^ D 4 D 7-5/8"ACTUAL 8" NOMINAL WID H LINTEL ¢ Off � 05 REBAR AT BOTTC L R <10 �, <'o AS INDICATED (VARIES) v~i MATERIALS 16 GAUGE POWERS rtels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8' aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength =1900 psi. 1, Refer to manufacturers specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing sbWA per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see gntel plaNdeteds for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cerntermtluos coating. See contractor specifications LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) A O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Bl_ SCALE: Y4'=1'-0" N aR0 Ne.)R) C-4 .. cp J < F L"0..--'*: R0F'ESSX0N 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 basing Engineers signature and seal. W Q �(py tp pp ik N V 0W O8cce cb J n c 10 U. a �I.- —E LL LL a ai M M W � vs as Z 13 �LLU_ W 0o04 O: tm°' ��� m m o W to Of �p LL ZN pj � N Z L) O Z OU 000 W N Z z � Z J d N U) (n Z CA U � W � � OW in w Q � N 14MZW3 woOaaZQr �02c�i E cc o 0 n.W ZCCra Ni 02oLL mso0.•U aN Z NC J O p N W a� W st its o 3 0 CN = J cc �— 0 �y U 00 LL j T m C 0 Mt M NCD r C14 N LO t- 00 N M h di Z Z c E O >v ai d U Q p J JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS E PRODUCED F R RE RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA•C) WILL NO LONGERB0 S G T CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 0 REPLACE C CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. ITIS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-(:, ACQ-D, CBA-A. OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 INTHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SUE -WALK 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 WIO LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI 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 A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR *]"= 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: Ti. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6, DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-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 ft) 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 C4-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 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 A36136M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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-insection and In 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 1'-0" away from the building side walls. 3. InigatioNsprinlderslyYstems inducting all risers and spray heads shall nt5t be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backftll is complete. 6. FBC-R R318.1.2 - Sal 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of sal after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If reinf II occurs before vapor retarder placement, retreatment is requirer. 9. FBC-R R318.1.5 - C ncrete oke and mortar along the foundation perimeter must be removed be re extenoso sa treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vftrtiI chemipal barrier must be install offs construction is complete, incuding Icaandscaping and imgation. Any soi istur�ed 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 contra 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 1'4r of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 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 (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING S BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' 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. 4`,���titrre;ftt�saar��ri�l� SE • J Ft10 • 4 F L.a lOFESStON ��`�''r`�rrtrt(atte�'r�1e �N To the beat of ft Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodds 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. W K. N Lo 0 W 1 G J # W yam- LLLLa y-MM 'L rri MLLLL a°'s .- 0 W��a,o, J IL oo N° gy N J Z OM. U (. ❑❑❑ W 4LD !9 z � z J CD s LL U N ,, . 0 -LU �N w Qas -0 N see o co M LL� E 8O of z0 m u ' 0 CL Z 1 C 4 N 9 oa g z wo oU ¢�� W z ¢� w? (0 • rp C �o m: o oLL z Cz J b � WCLmw �w a 5 Wj co ZI` U �$ Ure •_ M O U 00 �0R T O U m V 0 T = o 0) �'II�� N,- 3 T Ch y C;Z Z _ O N IU ` EL 0 _j a p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. SN w J co ROOF DIAPHRAGM NAILING SCHEDULE Rlr)(,F 1 INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +�, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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 a 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 ,�, 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 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking -t i 1/8" gap x / FILL CELL STD. 90" HOOK BOND BEAM w STD. 90" CONT. #5 CONT. #5BAR --� I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" max gap 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. 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 Y" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - ----- - --- - -- - - - Under 2nd floor wh rmn w1 Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriatefV details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR 0 o GAS METER o fV = • 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. -P-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. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 X-0" (3)16d TOENAILS 2" X 12" @ 24.O.C. 154-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOBNAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d1 nails at 6" o.c. Provide adequate bearing for each lapped joist. nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 1003" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — '7 • ■ • ►-•! 7=ROUND A 1 ' ROUND HOLE MAY O NOT CUT HOLES BE CUT ANYWHERE IN ARGER THANTHE 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 1Y" 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" V-T' 1' 11" 2' 4" 2'-9" 3'-7" 16" joist 12 7 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" V-9" 2"-4" 2'-11" 3'-7" 4'-2" 74�-9" 5. 4"Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" S-2" 3'-10" 4' 9" 5'-7" T-2"_._. —Any 0 i -0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" V-9' 4'-10" 5'-11" 6'-11" " 8'-11"24 1'-0" 1'-1" i'-2" 1'-3" 2'-5" 3'-T' 4'-9 5'-i0" T-2" 8'-4" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist BearingLocation _ Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5_16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. In tight to top flange. SLEEVE THRU STEM7_4 SEE PLAN FORFOUNDATION INFO e' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements oo 0.6 X Joist " depth oo lo I —JOISTS BUCKETS N.T.S. GRADE .a r-REINF. SEE PLAN �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 III�11�11�11. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE co Z • o • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G ° / do L' .a e a o e' ° a e e a SEE FND. PLN. SIZE & REINF. r�,e�r, )AO, 4 ( — 12 �r`�✓ _J r �� •*,' F L, O ROrESs►oN NN 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 Engineers signature and seal. Q EEro pppp C 4 8 N N a N N N LL a; n x CD to J # W a Q rn �.- LL LL a di M M W u- Z t " W 2 rr$o 19 W N G m co o 2 IL tL z CP Ci _ - NO �(n 10 N Q J Z O U 1:100 W (D z (D z a a (V M z 4-J a) f>3 - W C, � V 0 ., , 8 kn �kn N U g t = ¢ - A. � N� W M J LL21 z z �yQ Q E V go �z 18 pa F'•- f0 x c�i< O UO o o k 0 E N w 0z ao it ¢ � zN .29, U NO O ow Z QW CIO J so v� pd MillJ�'�Z o <<` 0 o o zla 3 124 d'; J nL' c` W •� O 00 O` C) mo I... E qqT cc = o to +� N T- �' I �r, N 00 N M .— M T 01) w o z O H m l0 c t_too a U v Q p c � JOB NO : 20-6224 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 t� P') VARIES / INS 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD Z/�TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT '1----�-8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-� COMP. SOIL. ' (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT.--1/V-4" (1 STORY) STD. 90 HOOK (SEE U.N.C.N CHAIRS TYP. 4■ V-8" (2 STORY) DETAIL) U.O TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIO NS) 1x4 P.T. BASE NAILER 4"x4" INSPEC TION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"" BELOW GRADE .� E � r ° Q 6 MIL VAPOR • BARRIER � p �r 1 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB —� BLOCK WALL BEYOND 14 T 0 , H * D * RECESS = �z L01 IF II= SEE A/S3 OR J/S6" FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STOR / l'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOW GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) lU (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Ag @ 6" MAX FROM END OF 2 x PLATE E 6 x 6 W1.4xW1.4 r WWF OR FIBERMESH 1 8- 1 — I IT— - L ' 8„- I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. ,vr 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'- 0" (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F.'qv O.C.) 211- ° ° 4_ ° p z MIN. ° a ° aELEV. 4-3 1/2" �31/2" ° d a ° 2x4 CONT. ° ° ° ° • A.F.F. F.F. p LL ° - / a a O N ;O P d ° 31/2"(min. -4" GARAGE DEPTH VARIES c Q ° ° a — I GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N , - 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN I> p o 00 FOR CLARITY ° C> _ _ _ _ I —I I=1 I I —I I I —I _ I I —I I I_ i I —I I I —I I I —I I I-1 I I- z ° 0 0 0 ° I> p NOTE: g ° o 111111111111111111111 F9 I I I I I I I I I� N *FOR BEARING WALL I��IIII���III���III���III���IIII I r W/ UPLIFT ONLYrr=r— ,ii—III_—i-I-I 71IIT—i FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" e n A • a 00 SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16' PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C -Vr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/811 x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ 10 10d NAILS ( ) STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2° 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Men V-11 -I1--Ihll. IN ffi (2) #5 I NT. m"�'11 P-`41 (2) #5 CONT. 4n 11 1, 8 U.N.O. 'Y MIN. U.N.O. TYPICAL BEARING WALL 0 STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" S3 J SCALE:3/4"=1'-0" Gam' •. PE�'� c� M 2x STUDS @ 16" O/C �N�MW7s \ INSULATION PER FBC AND ENERGY Go�N�O FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR -T •40kSj JFINISH GRADE tO -- - �Il�ll�ll'� 1-► ' ' -I — #I!011� VAPOR6 MIL BARRIER -ill. �11 I�I�11�11 REINFORCING Ili �ll�ll�ll OR I ' � , � � � 1 �- • • • �' � �II�11�11�11�11�11�11= 11:i011�114§11�11��11�1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT BLOCK WALL BEYOND �...' .. •.: ' '.: a INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT A. : 31/2" 13 O.H.D. RECESS E:6 , GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN •`' �. -' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT ;' ;•: .� °Q TENSION 120#) CONCRETE SLAB E 4" ` 6x6W1.4xW1.4 c`Q ' ' •.' ::' c m WWF OR FIBERMESH co : a. SEE A/S3 OR J/S6 M 6 MIL VAPOR FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER V-4" (1 STORY) V-8" (2 ST RY) 411 4" GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ADDITIONAL INFORMATION. .— 11 •� � •1 it NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE w co w a m REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. = . CONNECTION INFO SEE PLAN FOR = &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ;? (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2"4 P.T. PLATE 7/16" o.s.s. COLUMN LOCATION S R BTM I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE 6x6 P.T. #2 SYP �w ABU66 CO 2x4 MY ECU E . . . PT LA E SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN = w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER V-0" FIN. FLR.jk COMMUNITY SPECS • �' • • ICI ••4 • SEE FOUNDATION '• CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 314• = V-Or CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH 1 r (2) #5 CONT. ON 3" CHAIRS 8n V-411 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S31J/S6 J g" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. le M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. M 69GRADE — — a ° 0 I I —I I a a —I I 4 1 I —III —I z= M I —I I I —I —I I1=111—I I1-111 w 0 0�_ I I I J I I I- a o� I I=11 I=111 Z U- U =1 14 c �' 11=1 =111=III=III=III I I =1I1=1I I—= FOOTING I III —III —I 11=1 I I —III I I I=111=1 I I_ 11111iI111T1II11 111 ,11-III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 •r` `a S - �•"� 1� •iJJ �1� 'i•- LU w ESSko't r'r "ww f l 111100,11, To the best of the Engineers knowledge, information and belief, the stnnxural plans and speaficabons contained within these draMngs comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q p cs 8 N.pp N iR O M r, C# cp U. Lo N s N a rncTI � U. Wa U. 0MM W fA M LL u- d d Z -g„z�o 0p3 R2o co a, Z m N�02 In N � J CL 0 U z O11❑ w 0 0 z z I z L ¢_ — In 13— N .� z 0 LL G XN .0 p O W W V) W� �Q N sr a M M W Z _r o_ Eg � n rc oCL ° ro� O E ao & N WS <O Z w Cox L ns - ❑ s m0 ZLL >� W N Iq- W W��� U a ci3 aLL N a v W B 00 pa„ m c0 E L- d- n N r 00 p� N E eo M � T rri o Z Z E OC a U a p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. S3 (MONO) i i -o m 01 d N x 0 9 �o I N m m c^o 0 5 J 9 0 3 a N N 0 c J I.� o 2 i i 0 t� N N N a N 0 rn (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2X6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE 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 (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ 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 F.- STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN 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 \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR J WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD "4SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■■I�!� Jlliil�l�l��l�!��I� 1 0 WN . • -- - . , • • �� ?I N:=m —Ili! ■■ill' ICI■� Milli IIIT� _■■ill �Iltl _li_I■� IIII� �11111 IIII� I M NOTES: 1Q 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO 1/2°X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J s �a T LU T 0 1 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DOOR-------, GARAGE DOOR ROLLER CONNECTION ASSEMBLY .. ^ GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a a 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. S�cF �O`Y N 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 8x8xl6 BLOCK DOOR OPENING -rt 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 KOK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR IN, 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 401 2x STUDS TYP. O �R SIMPSON HTT4 TYP. Op FN7NQ U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf�SON SP2 w/ (12)10d NAI(J� AT EACH STUD 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 EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED 1/2" EXTERIOR GRADE SHEATHING --� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - -- IL SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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 SPLICE NAILS TOTAL) EA. SIDE OF • 46,. SPLICE STAGGERED • � MIN O�STe. �10d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ Yb16d 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. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 --� `NAILED INTO • TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS (I I SIMPSON ���// SP4 LINTEL d SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w J a. 2x TOP PLATE cc co G co 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 NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° 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) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING SIMPSON SP1 SIMPSON SP4 �--10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE f- 2X BLOCKING d a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NA 4" q / Q 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK WI(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED q 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o rE SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 i Lr g0 N .� •r G o 2�N � C4 < - F L 0 •. . 0FE$St0 \\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W .4N 8 E P � 8 R4 Q N & LJL _4? 0 # •� � W N J W M Q u- tnn ��LLa y M M W N aa�a Z MLLLL m 6 (— o °m 0 W ywa J �2rnrn Z °o N 6 0 N C. J Z Q I.- ❑ W ��a z � M J W N Z �-J Np W C U � 32 V) W ~ - E g t coI zd'i� 0 c oil see o M z f W Z u o of wO N° )Z<� QY Iz C9 U � i� XV _-• ❑n U� =OU o N U a p �$ W U O Z xW K - 0 �o 91 � �o OLL >0 z Z U) J m a ° z W�3 n.�8 .a 0, gkg 8 13: J ^L, 0) T W ■/_ �y o U 00 LL o r 6 a)m 8 O T = CD qql N T N N N T E m 'E = T M o z E Q E co m a ci _ ¢ o _° JOB NO : 20-6224 SCALE : AS NOTED SHEET NO. S4 I r„ SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKERZ SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 211x4" SEE STRUCTURAL NOTES 1 — OUTLOOKER OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOURT� ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (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 ' 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ g'-0" 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A wl (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM;;g SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION ,� O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NCnx F1 NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING `� SHEATHING DETAIL INFORMATION -ill 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 go APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 2 -16d 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" O/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4" 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 1 Od & (2)1 Od TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END : SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/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 BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10Aw/ (18) 1 Od x 1 12" AT EA.� OUTLOOKER (2)16d NAILS —2x4 OUTLOOKER @ 24" OIC 77TOP CORD BLOCKING FOR — FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" -- EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2X4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/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 110 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 / EE PLAN FOR 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 L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g1. SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �25� IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24- O.C. W/ (2)1 Od PER JOINT 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP 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 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO 7 BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. 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" - 3'-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 SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES PP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9c� 0 0 000RNERJACK Y „ a U _ I lx W Z tY O U HIP FRAMING REFERENCE PLAN E S5 0 w a 2x4 BLOCKING 2x4'7' BLOCKING @ 48" O.C. 16d NAIL "L" 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" O.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'? BRACE ' MAXAS PER HIB 91SCALE: N.T.S. S5 2 0 -0 20 -0„ MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�II0113 w MIN 16M, 1 FallIlwllllllil NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 1im SWtv v U f � � !/Fttl!(lil To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ` 4 8 a N 19 0 Y 7^ia �� # w a N U. U- 0n�L3 CM d W W W J "1' �g LL a A LL J t A O 0 O O 19 9 1 N tp m m -•, aQ� Z LLW r22�.O' a o C Qoy NrhQ CS J = OU r-I❑❑ CD 0 Z Z J d N N CD �-CDu- LL 4-J V ri � W W O �im im w � r N M W M so is ZZZ 6 Q E Occ ZO .<° z zwo NE fd sZa � �:d i C 8 0 oLL > Z J � 3 �m g fm z w wLL �W � pO � 5 W a �d c0 �F R U ZO� J ^L. om •— O U 00 �y OLC r" 0 is /11 m N/ 6 O (� r = CD .� N r 00 O N E T CM 0) iri o Z C E W d pp la C C ll U J Q 0 J JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFERff"RYWALL DOOR JAMB (REFER 1x4tu""RYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8,� ` ' PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ V O.C. APPROVAL FOR CONNx4 APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONGFURRING �� " FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16" x 3-112 #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. D O.C., 2 ROWS STAGGERED �� X8 TAPCON. INTO TAPCON @ 16 O.C. & 4L1111X8 (TYP) ` ' .. FROM EACH END w/MIN. BLOCK@ SPACING „ O.C.ROWS NTO" 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL tOd PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL D. 90° HOOK (TYP.) STD. 90^ @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16° 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT 11L LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"I' BOTTOM OF BAND TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16° 1x4 JOIST APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END wl 2x8 P.T, ATTACH SECOND PLY w/ +2" NO @FIRST COURSE ' - SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSESD TITEN INTO K.O. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOLE UNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. 1600 #FOR 2 STRAPS FILL 1s14 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 2'-0" �: SOLID W/GROUT A 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" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4'x21/4"TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE NOTCH (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A TAPCON INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE PER WDW. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) () * DOUBLE 2x4 SCAB FOR T-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3i4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k O� TO TRUSS TOP CHORD FR TO TRUSS qN MIN. 4" EMBEDMENT AT 16" O.C. + CFNGrN 1 r-Orr 51-011 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ' •• • •• ' '� WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT • • • : ' .' ►:. _ #5 BAR �� " 2-0 8 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i SOFFIT + + i. ► ► p p" • ► .: * CENTERED W/ M BLKG. &BUCK 2X6 TO 2X4 (10) 2X4 SYP , • , IN TOP 4 ►' ' • ' ' , 1 X 4 FURRING 8d NAILS EACH TRUSS - - ► .a KNOCKOUT/ N • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 0 2 x 8 VERT. W/ (2)1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x ) CONT. W/ (3TAPCON CONNECTOR -04 — — MONO FOOTING .► • _ '►•. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF AT EA. BUCK - (1) WITHIN 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 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. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK- 4-0 MAX E L N " PRECAST LINTEL STANDARD O •:. • `, SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 9� HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD FOR OVER HANG FILLED CELL •. - • ap , 8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILSEQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" .; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.0 . •� • •r • •� • •r • •� • ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 314" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"xT 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. 1l4" EXPANSION BOLT (2 WHERE THIS CONDITION (i) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_p11 EPDXY MIN. 6" EMBEDMENT & `co 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE "- NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL . 0 ° ; ► a A REINFORCING AS FOLLOWS: :' }. = ¢ c 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT _ • po e I—g #5x6' EMBEDDED INTO * REINFORCING INTO PLACE. ;. •,•::::;: :.:�':.,. '::::`.:; .. ;".....: 6" MIN. LAP SPLICE W/ PRESS PANEL RE NFORC G >' ► v z a EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ':'' ° N FILLED CELL SMOOTH. DO NO FURROW. ° ► DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT WIDTH. ,'.. GRADE e. p . ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT 6" MIN. LAP ° \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ► TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT .'0 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 16" MIN.OF COVER EA. WAY 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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 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 MANUFACTUREWS APPLICAnON 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. l tiff".. DNS -� - U y(�� Q14 ' S� Qi•\ FLO 2 A ROFESSIONP fl 'N tI/lJtttt!!!1'1``\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � a tp N 8N LOO - -, w 0 Q CO r— U. J <L U. a � 13 0Z-ZG U. t M g 0 0 me :, M m 0° c LL W o 00 CO � p N N ih Q J WOct ❑❑❑ c�Z N m Z �gS V) � Z a U s` LL /1 ` V U fn LA.1 W 10 O —LU Ln U_ U c ¢ 0 N 0 ch LL LL E o h ¢ z yqQ5v� @F Q a EU � 85S Za am z _ o o`� g� o°� $ '= R3 ' p gW ZCl)= Z W r1 O 6 H �x � CV J > �' ^L' W "/ o n/ U 00 > r O ^�^11 m c CO No E T = O cc 0) .� cV r 0400 .- 04 E M rn z 2 E Q H E' m �o a U � ¢ p JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB---_ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT A] ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 B TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. /—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD IlLl�l�i� SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP 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) ,k 2x8 #2 SPF RIDGE BEAM .k . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ T-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 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE - 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 & 4 (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL d MIN. 2x4 #2 SYP P.T. PLATE ' W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ' SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12)10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS �IMPSON HUC410 w! 6d INTO HEADER & ( 0d INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. 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) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22)10d NAILS OR SIMPSON MTS12 w/ (14)10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER ! CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN �(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� 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 PLAN 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 SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS • OR IF 2 PLY TRUSS SIMPSON 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 g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 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. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN 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 1_1'_� DETAILS &SECTIONS i i gllo//�'/ \\\\\\1111111 . 6R� /V ee��i Tlb Olt Q: U -• V F L 0 • SSI e 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. 0 € iv (no W tom JR u— n a a. f7 ZZ. -9LLLL t g 0 O O �NfO m co _3 z L o �oy N m Z U� J Z 0000 W CD z 1 z 1 z a _ el- Ln v - N C1 Q>0 w V� IIIIIII Uj Of a ti w M L l z� a E8 �a s�ZO z - O E O Uo o �z K Z wz TT W8 �o 1 m 0 ' a J �tl2 s 1z U W (-3 � LL �Z W~ J � O O� a Flo 0_ O sY os zs 0. o3 W M 'N/� 0L O 4) 00 O O o m � 0 co •� N r O N E 7— CV)o z Z c E O E w c a v ¢ co JOB NO: 20-6224 SCALE : AS NOTED SHEET NO. D1 m WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list o 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 comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT 8 z SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- SLOPED MUD BED - VINYL SHOWER PAN F] WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E 4M SELF-ADHER 1'4" PER PLAN l'-0" PER PLAN SHOWER SEAT 19 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER LLJ U) m z_ v RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING CL a LU LU PLASTER STOP = W CONTINUOUS BACKER -� 0 ROD & SEALANT W W = Dc cr W �° A C 8 2 8 2 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a ILI manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a I I O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE g pp g pp g p entry cavity THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent ent of water into the wall FLASHING ^ecl F_nDHERED FLASHING or penetration of water to the building structural framing components Self -adhered membranes used as flashin shall COm I with AAMA 711 All a Q SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 9 Py exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCARE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELAEASE PA ER O EXPOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 3' 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. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS tSS��1ZS5 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB l BOND BREAK WRB NSF LATH II ER STOP A NUOUS BACKER ROD ..ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 PQi 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oompy with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W t• Q I EE S 48 N_iR N N C N LL J # ay" \ m � Z"+ CN7 M U. 0. ' W a �LLLL a 9 Z W z-.1.1cs � o In N2pjO' o Z LL Go in N cr)) Z y� U O� z °U Dom❑ W z� z � z ti PL Q� (DLL (D W OLUs N c m I• N see 1! o M w 4 __J c6 ii °V E aZ zo E j, �a Zo z yam- L pp= KO �O Z C oLL >i J? IR a tl 8 o U W r; 3 ;LL o _ �,0 mi-N u 3 >CN J ^L W "- o 00 Q = E Ir- O U O m 0 0 ICT r-" T�� v L ca = o . t• N T.- I CD N 00 r- N P" � T- o z t E O IL E L) w Q p .1 JOB NO : 20-6224 SCALE : AS NOTED SHEET NO. W P _ A3 -_-� FL17244.1 ESR-0455 12131/2020 ..._.__.» _ _ESR-3445_ _ A23 _ ._-_ 12/31/2020 12131/2020 12/31/2020 12/31/2020 _._.__.-...._.. 12/31/2020 .i i2020 W12131/2020 ---- 12i31/Z020 12/31l2020 12131/2020 12%31I2020 12/31/2020 iZO 12020 12/31/2D2{I 12131/2020 12131/2020 1213119nx) 12/3112020 12131/2020 1213112020 12/31/2020 12/31%2Q20 12131/2020 1213112020 12131/2020 12131/202U 12/31/2020 12131/202D 12/31/2020 12/31/2020 IX31/2020 12J31/2020_ 12131/202D 12/3112U20 1213112020» 12%31/202D 12131/2202D 12/31/2020 12131/2020 12131/2020 -12/3112020 12/31/2020 12/31/2020 12131/2020 12/3112020 12/3112020 12131/2020» ' 17J31120Z0- 12GIM20 12/31/2020 - � 12131i2020 1213i/2020 »12/31/202D 12131/2020 12131/2020 12131/202D 12/3112020 1213112020 12/3112020 .12131/2020 __._.__.._.___..._...._... 2/ 1/2020 1 3 ._-»_.._........_._._.._»... 12l3112020 i2l3112020 ---•.. 12/3112020 12/3112020 12131/Z020 .__._,_.-_.__-_....... 12/31/2020 12131/2020_ 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 __.__»-_....-......_........,.. 12131/2020 ____-._......_....._.__ 1MV2020 12 I2020 1/31120_2D 12/31/2020 12131/2020� 1213112020 .... .. •12/3112020 12131/2020- 12131%2020 1261/2020 1213112020 12131/2D20 12131/2020 12/31/2020 12/31/2020 12/31/2020 1131//2020+ 12/31/2020 12131/202D IM11/2020 12/31/2020 •••12i31/2020 12/31/2020 12/31/2020 12/31/2020 12t31/2020 12131/2020_ICU 12131/202D _.........._»____._...._... 12/31/2020 12/31iZOZ0 July 8 2020 PRODUCT APPROVAL SPECIFICATION SHEET (2o,8) I __._____-_____._-_-_ ----, building panercts listed below If As required by Florida Statute 553.842 and Florida Admintstrattre Code 913-72, please pro Ode the I.ib nation and approval numbers on the builds comMiL they will be utUlzed on the constructlon project for which you are applying for a -6--0 Q _ CDU � L Co 0 CD Q O CU -Q V Cl) C - Q (D 0 � 2 - L Q Q O -O L - ca O `� -- � Q U_ Q C � Q Q 'C � � I--- .Q .� C1) _ Cl) W - CC >O L Q (� V���L�wLlll! or TM FL10446.2 ESR-26D6 HD210-2 FL77232.3 12/3112020 HU210-2 FL10856.4 ESR-2549 HD212-2 H0216 _- -.._..._...._.._........_._.._.-... FL17232.3 FL17232.3 ---.._.. --......................._....._..........__..................................._._.. ESR-3445 ESR-3445 12131/2020 12/3112020 HU212-2 HU216 FL10856.4 FL10856.5 ESR-2549 ESR-2549 Mounting Brackets r 10 GaL%*E 41t2' X 411Y X 2-12" t a 68Ck Cross Support (May E?L+cut ) See Anchor Scheduule RightSUKket(16Gauge) Belts 117 Die. A325 Goly, (Tjrp.) o #145e1f-Dril Screws A/C Unit Iltmorrt Edge Hurricane Strap (Typlcat3Irvfront) Washes Ff01NtCt�OSaSSUpp01'it Self-locking Nuts (May be cut tow) Left Bracket (16 Gauge) 014Self-DrllingScrlelMSThruBrackets ,Dr Back Cross Support Into AX Unit 8attom Side (Typical: 3 each We for hurricane use) l 1 I 1 HD216.3 HD25 HD28-2 _._.......-_.,__._.-----.._..._......,__...__..___ _ FI-17232.3 FL17232.2 FL17232.3 .....__.._.__...._._........._..........__..._..... ESR-3445 ESR-3445 ESR-3445 _..._.._..__ 12/3112020 12/31I2020 1Z31/2= HU216-3 HU28 HU28-2 FL10856.1 FL10856.3 FL1 OMA ESR-2549 ESR-2549 ESR-2549 categiorysubeaftgory Manufacturer Product 09=11ption Approval Numbs Test Pressures .Date 1, EX�OR DOOM A. SWINGING ThermaTru Firber-aessic and Smooth -Star (NON-IMPACT)FL20461.1 +67.01'67.0 12/31/921 HD410 ___..__.....__._._---- FL17232,4 _.._____...---.._..._.._-__.._._._-_---_...__..__.__....._._. ESR 3445 ..__._ -- 12131/2000 HU410 FL1 D856.9 ESR-2549 HD412 __..._......_.. FL17232.4 ...... _ - ESR-3445 12131/2020 HU412 FL10856-9 ESR-2549 ThermaTru Firber-aassic and SmoothStar (NON-IMPACT)FL20461.6 +67.0/57.0 sf 12/31/2021 -._.._.__.._.__._._.___._.-..._.__.._.»...._._.»__._. ---- H0810 FL17232.4 _.._.._-_.__._ _.._...._._.._._......... _._... _ ESR-3445 12131/202D HU610 FL108W10 ESR-2549 ThermaTiu Firber-aessic and Smooth -Star ON-IMPAC FL20461.9 +67.0/57.0 sf 12/31/2021 ____._.._HDD410 - _._ .....»_...._.._.._ FL17241.7._...._........._.... _____............._...__.__-. ESR-3444 _........._.__.-_.......__._.._ 12131/2020 HUCQ410 FL11468.11 SIM200804 ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FL20461.14 +67.01-67.0 f 12/31/2021 _...................... _........._..._.__ .........................._._FL17699:1 »_._........_. _____...._.-_..._..._...._..Evaluation Beart ____......._._.._.._...12/31/202D HGAi0KT FL11470.4 SIM20DB03 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0f-67.0 f 12/31/2021 HGAM10 FL17699.1 EWuatial R 1213//2020 HGAMiOKT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 f 12/31/2021 -�- HHCP2 FL17236.7 _-FL17680.4 y ESR-3448 ~Evaluation 12131/202D HCP2 FL10447.2 ESR-2551 ThermaTru FlberClassic, Smoothstar, ClassicCratt, Rustic FL7640.1 +67.0/�7.0 12/31/2021 HTA16 R 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 __._..___._._�16 u -� FL17680.4 EvaliatiatReport _ 12131120120 HETA20 FL11473.5 SM200802 B. SLIDING MI Windows and Doors Series 420 FL15W2.1 - FL15332.5 +40.0►-40.0 12/31/2020 FL17324.2 Evaluation R 12131/202D HTT16 FL11496.1 ES-0130 HTT45 FL173242 E�uatiorc Runt 12/31/2020 HT 122 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 HTW16 FL172448 ESR 3455 12/31/2020 HTS76 FL10456.22 ESR-2613 C. SECTIONAL CI Build) Products Residential WindCode Doors W5 07 FL15279.37 +30.0f-32.0 f 5/21/2028 ._._................ ._.. _......--......_......._ HTW20_»_._-._..........___.._..._._ _-......._..__._..._..........._......................._..»._...._......_._......_......._....._.........._........ FL17244;8._...___....___._.-_.__.__.........__..,_._-.____..ESR-3455 _..__._....__._...._..__._...._...._..._.....__._................._.........._._.•..._ 12/31/202D HTS20 FL10456.23 ESR-2813 CI a Builds Products Residential WlndOode Doors W5 16X 7 FL15279.53 +30.01-30.0 f 5/21/2028 HTW24 _ FL17244.8 _ ._.__..._..__..__.. ESRR3455 1213112020 HTS24 FL1045624 ESR-2513 C a Builds Products Residential WlndCods Doors W6 8xl FL15279.85 +38.0-42.o f 5/21/2028 HTW30 FL17244.8 ESR-3455 _ 12131/202D HTS30 FL10456.26 ESR-2813 CI a BuildingProducts Residential WlndCode Doors W6 16X7 FL15279.102 +37.Qr41.0 sf 5/21/2028 � HTWM20 FL6223.2 Evaluation Repot 12131/2020 HTSMt6 FL11473.11 SIM2008M D. METAL LOWERED DRS Curies Division ofAADG, Inc 607,707,727,747,and 847 Single & Palm of Doors FLI 1537.1 N/A see inst sit 12/31/2025 -HTWM20 FL6223.2 ..__..,_.__. _ _ Evalaatron Report � 12/31/202(l HTSM20 FL11473.11 SIM200802 HUGT2_ FL6223.3 Evaluation- R 12131/2020 HGT2 FL10455.18 ESR-2513 .....,._,......- .........,.._...._ HUGT3 ..............._._.__._..._._......_..................._».__ FL6223,3 _._ ____._.._.........._...---....____......_....._..._............_... ... Evaluation Repot 12/31l2020 HGT3 FL10456.19 ESR-2613 2. WINDOWS HLJS210-2 _ FL17232.6_ ESR-3445 12/31/2020 HUS210-2 FL10856-144 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-8&0 sf 10/8/2023 ................__.........-.....__......FL17232-6 - HUS2122 _ -._....._._........_._..ESR_ ._____.....__.._.._._..._.�. 12/31/2020 HUS212-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 HUS26 _.___HUS28 _ FL17232.6 -- -V ESR-3445 - -_- 12/31/2020 HUS28 FL10856.11 ESR-2549 B. HORIZDNTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0f-50.0 sf 2/16/2024 FL17232.6 ESR-3445 12131/2020 HUS28 FL10856.11 ESR 2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0 -40.0 4/V2023 HUS28-2 FL17232.6 ESR-3446 _.__.._......._____._._.» 12131/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243 4/30/2025 _ _._._..__ �4FL17232.7 ESR-3445 12/3112020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL75353.2 WA 12/31/2020 .............._........................_.W_._...._......__...._._...___....-_._..__..____...-.....__-_....-_.._..._. JIJS210-2 FL17232.7 R-17232-11 ESR-3445 ....__.._.---.._._..____.......»........_._...._.._......__..._.._._..._............,..__..._._.__.-__._..._......_...__».......»_.._.__.. ESR-3445 12/31/202D 12131/2020 LU25 WS210-2 FL10655.104 FL10f55.107 ESR-2549 ESR-2549 PGT Series 5600 FLZfi1.1 N/A 5/2612021 JUS24 FL1723210 ESR-3445 12131/2020 WS24 FL10655.109 ESR-2549 E. OTHER _._-.__�S ...._._.__» _ __-FL1723211 ---_ �_- -_�- - ESR-3445 _ � M 12/31/2020 WS26 FUD655.111 ESR-2549 ..............._JJS26-2 FL17232-11 _ __.�ESR-3445 _� _ 12131/202D LUS26-2 FL10655.112 ESR-2549 3. PANEL WALL _..._�S� .. _ ._... _ FI 1723211 - - __._.___.._._....___._..___...ESR-� ._12/31/2020 WS28 FL10655A13 ESR-2549 A. SIDING _______ - __w _-__.___-_.-.-._- James Hardie Btildl Prod. Cam lank La Sidi and HardiePlank La Siding _.---_- FL131921 FL13192.2 N/A 12/31/2020 JUS46 FL1723211 ESR-3444 12/31/202D L FL106157.78 ESR-2015 B. SOFFITS Alside Solid and Vented SotAt FL15272.1 - FL15272.2 +70,0r-70.0 f 12/31/2020 ESR-3444 12131/2020 EG3S46 LEG3 FL10667.71 ESR-2615 _......_...____.KLEG3 _...._...____.. KST280 _...._......__....___FLI7241;15.....•........_........._ FL17244.15 ........_ ..... ..._.... ESR-3456 12/31/2020 M ST60 FL108527 ESR-2105 D. OTHER --_ . _ .____ __-__ _, .- - --,_.. ,__.___ _ __ LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 LSTA15 �- FL17244.18 » -__ ...___.._..__..__.._...___ ESR-3455 - T - 12/31/2020 LSTA15 FL10852.4 ESR-2105 4. ROOFING PRODUCTS _ LSTA18 FL17244.18 - �y ESR-3455 _ _ 12/31/2020 LSTA18 FL10852.4 ESR-2105 A. ASPHALT SHNGLES GAF 3 Tab, Dimensional FL10124.1 WA 12/1612022 LSTA24 _ FL17244:18 _..._..._. _ _ _._. ESR-3455 _ T ,� 12/31/2020 LSTA24 FL708524 ESR-2105 B. UNDERLAYMENTS Tamko 1Sib Felt Undeda ant FL72328.6 N/A 10/18/2021 LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10652.4 ESR-2105 C. ROOFING FASTENERS NOT USED _ LST 19 LT819_ FL17244.18 FL17219.2 E R-020 5 ER-0200 12/31/2020 12131/2Q20 LL TA36 LTT19 FL10652.3 FL11495.3 ESR-2305 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off RI Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Department of Business & Professional Regulation Pop I d2 Building Codes and Standards „�„ Product Approval Application Detail Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2020 LTS206_ FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 _ » LTT131 -_ ---FL17219.2 ER-0200� - 12131/202D LTTi31 FL11496.3 ER-1 Lomanco, Inc DA-4 Exahust Vent FL172DZ 1 N/A 7/10/2021 CD � Co V W Q Z J > O L^ev Ili ICU m Q ^' W �_._- __�___--- LTW 12 _------_..___-_._ FL17244.8 - ESR-3455 _.._.._.___. 12/311202D LTS12 FL10456.29 ESR-2513 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SIM200803 Boral Tile SaxO 900 FL7849.16 - FL7849.20 N/A 12/31/2020 __......__.__ MP3 _. »._. _FL17244.22 _ _.... ___. _..._......_»...»._......_ESR-3455-.......... LS30 FL10446-15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GuIlLok 16" wide rod n� FL116513 R3 NIA 4/12/2024 MP34 FL1724423 ESR-t55 12/31/2020 12/31/2020 A34 FL10446-3 ESR-2606 S� r" 11 r� Pn� JIM y 1 �t endears ue«ia.yatWsted ar y� q FBC Amroval ReNsion 2017 Gulf Coast Supply & Mewreaunng, LLc. Enp David Daniel S. Kuhn Locke Bowdon P.E. 101122017 t0n0rzo17 10n72017 12n22o17 Approved Category: Rocing (352) 49M778 PE-75519 (334) 300.1800 aumplik' k #m Roaring htoQpuHcasstswPy.corn cdrrDaana Iaallydit Evaluation Report sari a Florida Registered Architect or a Licensed Florida Professional Engineer fyAt rnflu :: ' oralkr Asavanee AncroveAtorus Aoorowdfaus Imp � fat Prolkicit Model. Number a Name Product Description corsractelmlraionDee inam outsideKVlu grslstant 1 0.032a4 not Aluminum 5vcri crimp tin 0.032&qud; 5 V Crimp Alumtn= Roof Panel 04/122024 No Yes N/A +N/a over lslSzaqua; Plywood-106.5PSF 2 0.032aqud; Aluminum Gulf Lek Mn 0.0328qud: Aluminum Guff Loa 168qud: Wide 04/12rz024 No Yes N/A +N/AI Roof Panel;Gulf S Snap 24 o. 17&Plywood - N/A. psr-131 3 laqudt 24pa. Gulf snap toqua; Gulf Snap 24 Ga. 17aqud; wide Roof Panel 04/122024 Yes Yes N/A +N/AF-131.OP3 over 32aquot Plywood 4 laquot 24pa. VersaLoc fagot; Verselac 24ps 18.5aqud; Wide Roof Panel OM722024 Yt» Yes N/A +N/a war 15J328quot Plywood-138.5PSF 5 18quot VersaLcc .o32&qud; Aluminum taqud; Verseloc mh .032&qud: Aluminum over 04112r2024 Yes Yes N/A -NW 15ld28,prot Plywood-101.0PSF 6 1.5aquot 249n. Grlf Snap 1.5aquot Gutf Snap 24ge. 16aquot Wade Rod 04/12n024 Yes Yes N/A +N/a Panel ova' ersoLoc min 24go.Plywood +NiAJ PSF 7 1-Sapudt 249e. VaaeLoc 73a�uet: YeraaLde min 21pe. 16aqud; weds Roof 04H 22024 Yes Yes N/A +ells Panel over 15M&qudt Plywood-123.5PSF 8 28quor, 24ps. MepaLoo Mn 24 Ga. 2aqud; Mepalac 188qud; wide Roof OM,2rz024 No vas N/A +ells Pond ever 15A2&qud; Plywood-108.5P8F s 24 Ga. Guff Lek Mn 24 Ga. Gulf Ldk tsaqua; Wide over 15/32&gout 04/tz20z4 No Yes N/A +N/Aa96.7PSF Plywood 10 24 Ga. Guff Seam Min 24 Ga. Gulf Seam 168qud: Wide Roof Panel 04/122024 No Yes N/A +NMJ-83.SPSF over 10 wood PudIns over 15/lzaquat Plywood 11 24 Ga. Guff Seam Mn 24 Ga. Gulf Seem, 1 3u4a4d; Snap Lock, 04/1=024 No Yes N/A +N/a ,86qud; Wide Root Pend over 15✓S2aquot Plywood-108.SPSF 12 25 Ga. 5V Crimp Min 26 Ga. 5V Oinp Roof Panel over l5/32aqud; OM722024 Yes Yes N/A +N/A/ Plywood-156.5PSF ,3 26 Ga. 5V cramp Mn 26 Ga. 5V Q,mP over 15/S28qud; Plywood 04/122024 No Yes N/A +NAIL131.PSF 14 2aGa. 5Vcrimp Mn26Ga. 5VQImpRodPanel over ix4Wood 04/722024 No vas N/A NMV Pin 26 aver 1 if Lok ud; Plywood - 156.5PSF 15 xG..G,nwk Mn26Gs.odtLdtl6aqud:Wide Roof Pendovm 04/122024 Yes vas N/A *ova 15412aqudt:Pywood-161.0pSF 16 26 Go. Gulf Lck Min 26 Go. Gulf Lok 16aquot: Wide Rod Pend war 04/12QO24 No Yes N/A +NHV-63.5PSF 15/S2adP+dt: Plywood 17 26 Ga. GunPBR Min 26 Ga. Gdf PBR Rod Pend over 15/32aqud: 04/12QO24 No Yes N/A +N/AI Plywood -154.7PSF _, _.» _ MP4F - ..._-. _ _._FL17244.24 _ . __..ESR-3455 - - 12131/2020 LTP4 FL10446.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 ESR-3455 12131/202D LS50 FL10446.16 ESR-29M MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 A. STORM PANELS Global Protection Products Galvanized Steal Storm Panels FL15076.1 - FL15076.2 WA 12i31/2020 - MSTA12-- -- FL17244.18 -��-ESR-3455 12/31/2020 MSTA12 FL108T.8 ESR 2105 All American Strutters & Glass Galvanized Steel Stone Parcels FL17869.1 N/A 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL108512.8 ESR-2105 6. STIMTURAL _.,.,.._...._. MSTA18 ._.._._.__...__...___..........__......_.._.».,___ FL17244.18 .....»._...._.___._....._...»__..._.__..,.,._.._... .._._....___...........___._. _. __...__..,_...._.-..._._.__._...__»_ ESR-3455 _._._...__.__....-.._.....__........._..._..._......_.....___-...._....__»...-....____....._ _...»............ ..._.._.-..._._._........__ 12/3l/2020 .....»...._........_..,......._... MSTA18 FL10852.9 ESR-2106 COMPONENTS MSTA24 FL1724418 _._-.._...____..___.._..__._..,__.._._._..__..........»---....:....._....._..._...___.__:...._�.__:_._. ESR 3455 �._._._..............._............»»_..__._._..: 12131/2020 _......___............_.__. MSTA24 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ LISP Structural Cone. see chart MSTA38 _..._»._.._MSTC40 �••- FL17244.18 ESR-3455 _....:_......__......_......_.__....__....-----�.___._._.._.,_.._..._.._.__.. 12131/2020 MSTA38 FL106512.9 ESR 2105 - ANCHORS Simpson St Tie see chart - FL17244.2$ __.-_........__..._.._ .__.ESR-3455 1231/2020 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Bull Components Alone Truss Plates FL1999.1-FL1999.4 N/A 12/31/2020 MSTC5i2 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 MTW12 - -- FL17244.8 -- - - - - --- _ _ ESR-3455 - 12/3112020 MTS12 FL10456.33 ESR-2613 MiTek Industries, Inc. Truss Plates FL2197.1 - FI2197.5 WA 1/1/2023 -._.__.. _ MTW16 FL17244,8 ESR-3455 12i31l2020 MTS16 FL10456.34 ESR-2813 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 -.__--__-.-__._� MTW18 .___..__._._._...._____._.._.__......_.._....__.. FL17244.8 ESR-3455 ._ 12131/2020 MT518 FL10455.� ESR-2613 D. MATERIAL Cast -Crete Corp. H Concrete Lintels FL158.1 N/A 5/21/2022 MTW20 ...........___._._._..._._._-_..__..._»..._._ FL17244.8 ._......_....._.._._........-_v_...__.._......__......._....................._.....__.__....»...__......._........-.........._..,.._...-_.__.__...__..__._............__.__.._.__.__ ESR-3455 121311202D ._...__-...__.._.__.._..- MTS20 FL10456.35 ESR-2813 Commercial Concrete Products, Inc H Strength Concrete Lintels FL1774 N/A 5/25/2024 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM20M _ NFM35_X72 _ FL5782_ --•+� Evaluation R -- • .---------�- 12/31/2020_ MBHA3.56f1125 FL13904.6 ESR-2516 NFM35)06U FL578.3 Evaluation R 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2816 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 ..--..-_. PAU86 R-17239.13 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 PHD2A _..__.... _ - _ _ _ _ FL17219.3 ................».__.... . ._ _. _.ESR-3449 -� --_ _ ER-0200 1213112020 FGTR FL11473.2 9M2W8W ! The products listed below did not demonstrate product s I at arc relliew, I understand that at the time of inspection d these products, the f011aWi p Pr PPS P) P� P n9 information must be available to the Inspector on the jobslte-, 1) copy of the product approval, 2) - ....... _.-._.._._ _,._.,,.�_..,-,.._.._. -,_ i ......__.__._.___-_.__..._._._,_.__ PHX13516_ __...._...._.._..._._.._ 17241.20 -.___.___,_.._.-_....._.._..___._....___w____-__--_.__..__,..-__.- ESR-3444 12/31I2020 CS16 FL1 �52.1 ESR-2105 _....____.__.....___....___P! RFUS - - -- FL6223.5 --- _ . _ . . E�uat-on Repat 1213112020 H1 FLIGC%.5 ESR-2M3 ._..-....-.___,..._-_......_..,__...._.__ RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2513 ._._..._-___...._.._.__.-_.._» RT15 ___...._.._._._ FL17238-3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR 2613 .._...___.__._.-. RT16-2 FL172362 ESR-3448 12131/2020 H10A FL10456.6 ESR-2613 __. RT16A .-_ �- FL17236.2 _. __. ... ESR-3448 12/31/2020 H3 FL10455.13 ESR-2613 RT3A FL1723$.3 ESR-3448 12/31/20�20 H4 FL10456.14 ESR2613 .. ...................._.............._,... RT4 ._..,..____»- FL17236.3 .._.__..._..._._._-.......__._..........._...._...._..-___-_..__._..__._.._..._._.__._____-. ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 12131/2020 H25 FL10456.11 ESR-2513 - - � -- APPLICANTSiGNATURE - ------ DATE ------ -------- - �.--------- --....-....._._...._...._....-_______...._._,_.._._ RT7 FL17236.3 ESR-3448 12/31/2020 H25A FL10458.12 ESR-2613 - .. RT7A-- _ - TFL17236-3 _ •__----__-__-- -ESR 3448 _.�._ . _- .. 12/31/2020 H8 FL11470.3 SM200803 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456-41 ESR-2813 SPT22_.....__,..__ FL17244.30 ESR-3455 12/31/2020 SP2 FI-10456.42 ESR-2613 Florida Departrttet of Business & Professional! Regulation Papal d2 BulkinyCodes and Startdardc 3U018 Product Approval Appill , Detar - SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2513 SPT4 FL17244.32 _..___-_- -1213112020 SP6 FL10456.44 ESR-2613 ........ __. _._._..___...._....._ESR�3455 _...._____...__... ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 _-_S SPT8 __.._.._-FL17244.32 FL17244.32 ESR-3455 12/31/2020 SPH4 PLID456-46 ESR-2613 -•- SPTH4 - FL17244.32 _._ _ _ --_ ESR-3455 -_ _ 12/31/202D SPH6 FL10456.47 ESR-2613 �csu� Awovednrus Amo,,daorus � !� Ann lat!!9¢ Bob" !fin 1e 25 Go. Griper tin 2a Go. GapBR Rod Paast over Ise wood WI722M Yes Yes WA *Nov Aram am 11542iprak plywood .151.7pSF 19 28 Ge. GrareR tin 2e Go. GraPBR near 1SWAquot Plywood o4I122M Yea Yes NIA •14AV -154.7PSF zo za c;. GrwBR tin 2e d. GtiPar oar tell wood Pufnaasar a4I1zr2o24 No rs NA 1551.7PeF 21 a Ga. Grl® tin 25 Ge. G1MM oar 1x4 woad paeans o se 04/122024 No Yes NA •Nary tiL{2tquot plyw,� .1642PSF 22 20 am. Gumlffi Mai, 26 es. rite over 1592&quet Plywood OV122024 No Yes NIA � z3 zea.Gllaao tan26Gat�/tbduerlil32aquctlslywoad oen2rm24 Ys Yes WA -159 PSF -, PBF 66s 24 25 Ga. Glnrlo tin 26 Ga. GMM over 1x4 Wood parses om 04/122024 Yes Yes NIA +NBV 15A2L*mtpywr'aod-164.2PSF 25 29Go. G M 1bon� q�� Ix4Wood Parents ew� 04/,22M No Yes NIA 721 F 26 29Go- Grace Min 29Ga. C4�seer ,5rd2asPrtplt�ad ou1z2= No Ys NA .NW -148APSF 27 26 Go. Gra1aD M t 29 Ga. GL/ der tx4 Wood paeans ont 04/122M No Yes NIA +Nit) 7MBararot O.S.B. -101.0pBF 26 20 GL OmM ran 29 G& GLMRb over 7/1B6quot O.eA OW 2F2024 No Ye NA •KAr -116.OPSF SPTH6 FL17244.32 ESR-3455 12/31/202D SPH8 R-10456-48 ESR-2613 RL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 _S _._._._._._ SUH24 FL1723213 ESR-3445 12131/2020 HHUS28-2 FL10655.3 ESR-2549 FL17M2-16.,..,_...____.._..-.__..._.._._._.........._..._.._._.-ESR-3445__._-_ ... _...._................. HHUS410 FL10855.4 ESR-25i49 ____......._TM ._..._........_.... THD2&2 ..._._......._.».._ FL17232-16 ESR-3445 ..»12/31/2020 1213U2020 HGUS5.25112 FL11468.11 SM200804 THD410 FL17232-16 ESR-3445 12131/202D HGUS414 FL11468.10 SIM200804 THD412 -' -- FL17232-16 -__ - ESR-3445 12/31/2020 HDQ8-SDS3 FL1 MI A ESR-2330 THD612 R-17232-16 ESR-3445 12131/202D M STAM24 FL11473.19 SIM2008Q2 THOH414 _ FL1723217_- _ ESR-3445 -` 12/31/2020 MSTAM36 FL11473.19 SM200802 UGTS3F FL2033.1 ��_� Evaluation R 12/31/2020 MSTCM40 11 .19 FL 473 SM200802 FL17219:5 ER-= 12131/2020 HHETA20 FL11473.9 SIM200802 .. ____._.-UPHDB - -•-____��_..__._...__ » _ _ . ..... ... .... ... .. __ -_..._..__ ._.._____....._...»._..._».»_.._.._.__...__---.._._._..._.._..._...._...__.,.......__..._ LGT3-SDS25 FL11470.7 SIM20OW3 - - - LGUM262 FL11473.12 SM2008Q2 _ _ _ - - - - - - Code VYarrc 2D17 FLA 11e51 Appaaea- Tow ALL Fhxkad aanufaedaar: ALL cF ALL idsbpary: ALL Appaear� •e re: ALL Co mpl ter" Nelldot ALL Qmmm Aawum Mar dot aaR 4aat ALL Prethed Model, tenser a m. ALL Produd�aarc ALL gpr1 fnruslnlMe ALL Approwu0 sir aeso oublde WAM ALL r4P�t Rialatet: ALL DeatOl aaasuet ALL Orelran: ALL T� ALL Sim 20 no � zm � � � a" Revision 2017 Smart Vmt Prodads. Inc. Michael Graham Hermes F. Noraro P.E. Lode Bowden P.E. 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