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HomeMy WebLinkAbout3113 Lytton Hall Dra 00 rb CV iu v s O J N I 0 i Q 00 N L C N 0 0 / L x / v+ 3 N O i a E H E O `v C an V v i L z i i 0 v 0 tZ N 0 C 0 N ,L+ 0 0 N N N 0 w fn d> N INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN ABBREVIATIONS — — 7.1 ROOF FRAMING PLAN AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room $ LINTEL DETAILS ABVorAbv. Above FLR or Fir. Floor RA orR/AorR.A. Return Air SN STRUCTURAL NOTES AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius SN 1 DETAILS ADJ orADJ. 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 _ S3 DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator S4 DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing S5 DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room S6 DETAILS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round ST STAIR DETAILS 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 IRS, R/S, R/SH or R&S Rod and Shelf SS RETROFIT DETAILS 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 D1 SECTIONS & DETAILS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves D2 SECTIONS & DETAILS C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGTorHgt. Height SHWRorShwr. Shower WP WATERPROOFING DETAILS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights PA1.0 PRODUCT APPROVAL NUMBERS 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 PA1.1 PRODUCT APPROVAL NUMBERS CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) PA1.2 PRODUCT APPROVAL NUMBERS 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 CT or C.T. Ceramic Tile D or D. Dryer LAV or Lav, Lavatory LF or L.F. Linear Ft. LL Lintel Length TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR 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 W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Ad Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Mr, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.00 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-08-15 2.00 FRAME —WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 01-04-18 3.00 2017 FBC UPDATES 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 d1 l/ 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 #4% 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. ALL WORK SH 4 r -.Ir=r4 �� 'NoPayments will be made in accordance to the terms of the l�ta,ilt�i1 +�3," CODES LORII.94's` agreement. ATIONAL ELECTRIC Control of Construction Site: AND THE CI %-, Ov The Designer/Architect and engineer of record (EOR) have no ORDINANCES 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 MAI � ` JZ0 protect, without limitation, the residence, construction site, REVIEW�' 7s materials, or equipment, from moisture, mold, fungus, fire, theft, CITY C. ZER"" `'. ; '' . `- vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before PLAN �-' '' dlit�` � ` 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. O y y N ui r F E S S' 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. v.. W 1- o0o o co CD Co � 0�D 00 _ Q 0 C,O O 0) O N N C N it cp L N LL LL # m ® M a G? M '� LL LL 7k lJJ W LL LL d rl fA Q �ym� ; m� w vim tl (L Y Z -0 M =�9 = °= � o W s W � c cW cp m o r` M In Q n oo IT Q M Z N Q v U ~ J ❑❑❑❑ W M z N o g Z � N � � z Q M d U) N M (D(ZLU- U 0 d � a 0 N L. H cl, E wa Ca �— U M LL1 P Y4 r— � E 0 8 = zip,. V o � c u' ro . 00mm i44 o w coM Zz Z QE =o �o oLL g z® O=U i— O E Xo a a �U CV N wo o ¢ a �w L C:0 _ C ❑ Nm m 0 s1 Z, co 9 o Qw ZU Q U a m w < jzr �3 oLL Z =r O O ,-a- 4 ~Ott Z4 a p U� o ai 0 ^L, W C7 '> LO T > C7 C 0 /1 LL m co 1 = d- 00 ,"'' O J NO �-- L O 00 CV = 0 T N r LO r o M Z T E 0 y N Z cc ILU E J Q c J JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. C S 3 a rn 0 0 N i N i Q 00 N c 0 0 J N i 0 i a i v+ 3 C a 0 0 i a H E v C C 0 [L V O c U a> •o a U z N I i 0 U J 0 N 0 N .r 0 0 a TA T S3TYP @ 2 STORY H.B. I 25-SH PAD AC PAD ILU OOPT. QAC IiII I _ REF. zZ4__-_z 4 • --- ` 16D P 39 10 T'N w26-32„ 12'44" ■ I I I - C=° T- FLEX I _ rn -- r Tn ,�PA1�J. n 8'-8" FLAT CLG. LOwZ I - CO FA I LY R M I 5- H 16" DEEP CARPET .N- � r -- ill D.W. 1 I ■ 8' 8" FLAT CLG. 1 III I J00 T 00 ICARPET ATV - O 60 CAFE fD El 1 _ NOTE: FINISHED WALLS I I TYP @ 2 STORY T I °' TO BE FLUSH. VERIFY IN I , IO' 0" 8'-8" FLAT CLG. CARPET IX jEl w i • • '_ • • • " F T IL L I HU v � i R/A FIELD. 1 AV_ V IOU ■ I AV --- ----- HDR AT 7'-4" n - (3) 2X4 #2 SPF W/ w I I T�- I o (3)16d TOENAILS � �I LOW WALL OR SPINDLES PER SPEC. - I 8'-8" FLAT CLG. o OW E @BASE J� I ��oro 1 3068 1 ENTRY 16'-42' 4'-0" 5'-8" 3'-4° 3'-112" 18'-9" 2'-0„ 01. o - o � PATIO 10 00 jF Y R A TILE _ 4G, H10 3__2868 2 68 ¢ 16 S3 0 A O r� - - - - 1141, 5 _ _ 15 - - - - 00 "' cc S3 NOTE: FINISHED N I~ 14 ---- I ---- WALLS TO BE FLUSH. �VERIFYINFIELD. - 27 1113 _ 8' 0" F AT LG. ° - _ _ _ _ - - EDGE OF SLAB 2" 1 I I ■ OP W g i 12 (0 WI E I 9----- 111i --- - - - - �10 r o� BEYOND WALL I I i I I _ INR `"I I HANSON BOX 8 8 +42" SLOPING HALF WALL J TIC E X I @ 36" A.F.F. �' I / P D DRYER VENT K I I I ;Nn S6 OWNER'S SUITE T � I I THRU WALL S3 2 CAR GARAGE I I I TYP @ 2 STORY 8'-8" LAT CLG. R&S 8'-8" FLAT CLG. N d I O C, I f j o C RPET N _ i�).2 U#2 SPF __ 5 SH W/ (3)16d 16" DEEP ° 33 0TOENAILS °' I I C, j j Iw @ G I I O I I I I ILu I> BASE S3 I 1 2668 1 1 o I I I110 91- " FLAT LG I X 1 1 10 1 o ILE i •� c2 1O 14'-9" I U) 13'-4' 3'-4' 5'-0" 7'-7" I O 21'-42' 1 I I I LL 10 ■ 28 8 I I I TB I I 2, 6" I I I I Iz i=, I - j W.1.C' O rn w w O __-- __W_� FIBERGLASS 0 SURROUND I 8'-8" FLAT CLG. I O I CARPET I W O BUILDER TO PROVIDE I I K I S4 I I I 1 M T 36" X 60"PI L. J APPLIANCE PROTECTION N I I I I SHOWER R&S WHEN REQ MIRED PER FBC L-------_-- - I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20X38j 184X371 S.H. 14 20X501 187'X50 S.H. 15 20 X 63 18 - X 621 S.H. 16 20 X 72 18 1 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11-13 271/4X38 26x371 S.H. 11-14 274X501 26x50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X63 364X621/2 S.H. 26 37X72 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 52 ' X 37 i S.H. 34 54 X 50 � 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 g S.H. 36 54X72 524X71j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SN SHEET HO 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 +34.0 / -44.8 WALL LEGEND 11111111111111111111111 - '•' TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @ 2 H'B' REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM 56-0" AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN Al EXT FRAME 2 x 6 R-19 KRAFT FACED FIRST FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4"=1 r-0rr (GARAGE / LIVING) VV '1l'fG►rYi�pi�s�r 74 Y a a +� IS To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. !- Q E OD CD W N f0 Grcpp N 9# W OO O 0) W co C";N J IJL r tk rb L.L. 0 M 63 '10 J xk UJ W -J - i.L _j CL CL fA Q r- aww❑ > u` d it Y C) � Z •c W P g❑ mQmo W .2N 'N o r m m 0 W � E c' _j 0 NaMQ U F- J " �`.. ° U ❑❑❑❑ W z N a Z � N z � � Q V J CJ C, Ln m Z o � � fQ U V% Y w n � N ,^ v , .�T W E N o A r- U m w C) 'o 2 c CO �0 0 sm o w co o z c E w� �o r � �'M a. o sLL z z© C9 O E tt F i 00 p az N � �o ¢ ttW J 1...lu o m0 Y U N0 0 � z J QW <m (n F z z go son T°LLo� 3 LL a .. sonQ C do M� az =3 �0 o cfl wa �O a � za o3 > CM m W M c� '? Ln r .-. > O C mco o V � 00 ._ J 04 Lf) N T O + M N T � t ^ T W� M �+ , T CM r' i6 N o Z E Q a E U _j Q p c JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 1.0 WN r---------------------------------------------- I I I I I i I I I I I I I I I I I I I L. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.OE Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18jX25j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 18JX62' S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25j S.H. 1 H3 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 7 X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 � 52 � X 37 � S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. 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" AC� +29.7 / -30.8 �B +29.7 / -39.2 �C +28.3 f -30.8 (D +28.3 / -36.4 0 +26.6 / -28.0 �F +26.6 / -32.2 GC� SEE SN SHEET ki-1 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 • TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND PLAN Al EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4"=1 r-0" (GARAGE / LIVING) i �e������1t�i11�►i d��p/�� "; `off, • s sue.:. ®\i. ,�e�J ,� d F ;F€ S,;, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W `t Co oo b a pEE N h� m 04 J _jM itW v 4 ® 2 'fl LL w2 J W W LL J a r,. ,d ME w r/1 M aimLLS > .L a cn e' ° Lu a0O W Y C) = I— ( W W m _co m0t-- SET ¢� ¢O J❑nQ2 z N Q M Z U 0 5 g O U ❑��❑ W 7 C, N O Io N O 2 N S� w 0a _0 U O V) �un E N gt c) m r- x F ZE V O N Cn • ® 0 4m O MN M o w Z c6E f6 wo �0 �o _� oa N t C O E O X U 1.8 ¢ 00 =O U a GV t 0 Oz r • rp NU10 v �o o Z� az N o ¢z 3az z F u Y o co z0 IQ O `� >M J nL1 W c� ,.� L.L > r O U m ca 1 = d- p T 00 10 T� = o _jLO "' NLo r O T � iD m r T co \ 'ai CV o Z Z a E 10 E 0) ai m C: 0 _j Q o JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 1.1 Q rn 00 04 N a c a> v S O J I N 00 N a`> C N O V2 C> J N i O / L c 3 Q O N O d E N E 0 `v c J a� O U c U 0 i U z N I Y i 0 0 U J N N O N 0 0 a N 0 N ci 0 w C> m 0 � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS � CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 0i a d� MIRROR 0 0 ih BATH 2 MIRROR OWNER'S BATH 80 P7 O M KITCHEN KITCHEN KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCLITIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading "— � edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. L— Tread depth: \ The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the J vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. L— —� Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the L_ foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 2x8 #2 SYP JOISTS @ LANDNG I-- Nosings: @ 16" O.C. w/ SIMPSON A35 CbiD The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 OR LUS26 HANGER TO LEDGER. �— t" PLYWOOD @ inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing not the by than 3/8 inch between two stories, including LANDING projection shall exceed smallest nosing projection more the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. 2x12 HDR. w/ (3) 2x STUDS AT Handrails: EA. END FOR BEARING ribv Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more o risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of STANDARD (3) 2X12 r ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be STRINGERS W/ SIMPSON A35 continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly CLIP TO FLOOR SYSTEM oo above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety 2x8 LEDGER #2 SYP w/ terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the (3) 16d NAILS TO STUD handrails. ix RISERS (TYP.) @ 16" O.C. Grip -size: CONT. Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater HANDRAIL NIA than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: in Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. STAIR SECTION_ SCALE: 1/2"=V-0" T 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 po COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 3 v rn 00 C14 W aci ,o s O J N I 00 rn co c a> s s J i / rn 3 C Q O d N O a E: O `v c iV / d L� U v c U 'o V d z H I Y 0 v v r7 N O N N 0 0 CL 0 N O N r N 0 N W O rn 1 12 5� 8'-0" RIDGE VENT F4 - 1" x 4" SMOOTH 12 TEXTURED 5 TRIM / BAND I I � 6" FASCIA l ) (TYP) T.O.P. HDR HGT. N ti 1"x12"SMOOTH ICI ICI ICI IL'— I ICI ICI TEXTURED 25 SH 25 SH 12 25 SH TRIM /BAND FLASHING ,��5 2nd FIN. FLF -------------------------------------- HEEL —C -------- ----- T.O.M. f 5 N HDR HGT. DECO CORBEL 1" X 8" SIMULATED - F 1 G WOOD FINISH _ V ��� TEXTURED I CEMENTICIOUS I LE: 25 SH FINISH ON C.M.U. F.FL. F5 41 -ICO 00 FRONT ELEVATION - Al 12' RIDGE VENT SCALE: 1 /4"=1'-0" T.O.P. HDR HGT. q 1 11.8" 1 t 1 GABLE END VENT SCALE: 3/4"=V-0" r-Ia0 00 2nd FIN. FLRJ c'>I� — T.O.M. _ HDR HGT. LEFT ELEVATION - Al : 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOVNNG VALUES, SEE ROOF PLAN`* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i 11 wit, 1, mow 1, /APT` l . s uJ -; 0 .� •,• a to �'T14TPPP°�Q0 F E , oa�,�J,Eif1E81�411� 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. V) Cc o Q O V y oppp N N it 0 0 0 Ol OM N r (O J J # LL O .2 � -p J U W W u. LL a °- U) M Q �vrLL33 W aaul d'O Z � Y p Q -C'002 C N ¢ W 2 E T Z v@ N° Z MLL o a o ¢ O o N¢ U H J Z L) ❑000 _ W N z— 'o o 0 0 m z � z Q� J M N m to Z o LL V? Y W !JJ O a V � a O W� cn o � V U °° o d all— o R =! U o 5i ° r� O F w CID C7 Z p Sz Z Q J l_ cE a o zo oo<R w� i Zo Z® Ca o U O 0 0. V O G U � tt O E N ZL o ¢o Q °z wz ¢< 7 C/J C ZZo Q o� �m m i 0 zr >z y�z o� z go Q �� a rnw 3 < 0 ao oLL ` �- O <F =3 O COO �= w a0 r E2 J >M L m W ca c� ' L T i� > 0 '0 mco \� 0 O oo O J NO T— W T V iti M r T— i6 04 o Z Z c E (� W E -0 d? co E U � Q CU 0 c � JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 3.1 I N COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 8'-0" RIDGE VENT T.O.P. - - — — — — — — - 1'-0" 12 5000 r i 2nd FIN. - - - - ------ FLR. y — T.O.M. N. F.FL. V-21" 4 12' RIDGE VENT T.O.P. ---- — — — — — — — _ _ _ ------- —— -- — — — L —�----------- ------ HDR HGT. ---11 01, �---------- ---------------------------------- 2nd FIN. FLR. T.O.M. _- F. FL. CJ 25 SH ---------------------- CJ/WEEP ------ TEXTURED —Z CEMENTICIOUS FINISH ON C.M.U. (TYP.) 4' RIDGE VENT 4'-0" OFFRIDGE VENT 25 SH 12 �5 12 - - - - - - - - - - - - - - ---------- 1 1-o.4 2'-0" REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES`* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. '""CALCULATIONS BASED ON THE FOLL0IMNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 1 i i Sri\\�11t JI►1 � fl,Jllllllt4\� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - W F' a`ro O to to N p°rpp°p osOF10 (004 9# O p O U) 0 Ci N N C f� 0)It W J J Zo N LL LL CO .U3+ a rA su- J * W W �LLaa (n N y M n W W U) Y Im a: Z � Coa;o It C N � 6 =00 on m J a -ru 0 r- I W Ec rn , :� M< :0) ¢mz ILW Jo°'2 V W M r z N o m � � N Q = J Ci D_ N M z �N C l 0 W o a U OME W F- V9 c o N 09 2 trt�s ~- U 00 d W � ~ o $ ! p 01 m sm r_ o C J W M M z 2 S Z Z <_J lL Q E E z ZO w= >N o ZZ® oa co C O E K O �a az D OU pQ N t a? aQ ¢� az �Z L . rp U.) U Nm m0 p 0 Z Z U) Q W Z ui _l a O Z a0 az tz E 101 nW ao �- oZ w� =3 >° MJ o cD Z a co L � +s 0 �M> LO L1. T O Qn 0 c � ai o00 O 0 C),- J NO Lo 00 N = O M Cv r T T L E m / E M r � r iri N o Z Z E O C a E 0 Q o JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 3.2 2" 1" iv `» 2" iv = CO � VARIES *NOTE: FOAM TO BE USED ONLY WHEN_ REQUIRED BY r, COMMUNITY^N SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2"2 BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ - N 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1 -54 Mid 1/2" RADIUS 1" 4" VARIESa VARIES _ M C0 � "'la * IN CAP N CO 0 22' VARIES VARIES SIN 1 " V-4" 1 „ 1 1/2" RADIUS 4" 3' a rT� 4" �--?--# M,a 3" N 4" 4" _ VARIES 12" 1" 1" 2 2 32" 11" 32' 1" 1" 1 8" 1" 2 1/2" RADIUS BASE - � CO N BASE ^CV 4" 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING a 2" 1'-6" 1" 2all • � 1-1/2" THICK 1-1/2" THICK 0 ' CV 24 10" 6" N IN 14" 4" 1" 2 N 3" 6" 2" 2' N oil U) w_ IY > U) w > "ch 1-1/2" THICK 32' 24' T M 2'-4" 7" 4" 51 l 1 5" 51, e0 1,-4" 3" c N r 51" a 4" 1" 12" VARIES 41 VARIES 2" Q I i �`J • VARIES VARIES 4' 8" iv i C� I 00 I - co 2- M 1 " 32 � ��1 TONE F11 - KEYPTIS OPTIONAL 4" GARAGE DR. OPENING 4" 00 KEYSTONE F11 I` OPTIONAL 3" 3 a ' 4" WINDOW OPENING 4" 4" NO INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" to R44r" 2 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM/SMOOTH PS MATERIAL IS ACCEPTED 1a 1 1a 12' 53" a 2'-1 1'_11" 53„ 2 a 00 1 �Y 3'-8" 4" 3'-0" 4" 101, 1' 4" 101, � o I _ 7" � iV 1 " 12 i iV r T�`?, ='-7 co o I M M- r 1" d, 2 GENERAL NOTES: rM _ 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N O N O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ,. .. y W p 'o } H O U r- N Co W N 0 0 0 01 <p J ® M °p LL N LL aw aw t Q N N mLL 55 <L W W a 2 O Z '0 o -.2 m m- o 1.' W mo�fD E °' °' g ¢O J 0 9 0 Z A< - z V O z o V ❑❑❑❑ W M � N � _ � C1 z Z Q M -10 o C � M o ^N1 W 0 _ d 0 N V � o era U 00 d C m E r-- 0 $ l� = C) o co Q ° ®0 °� m o O w co co o z Z � LL- QE o z O Wo } N <� Z® Eo CL K U ❑ Q O N d o QO W W W ro C - z Y .0 2 m0 O Z, J W. Q W 1 rn T 3 ° z ao oa W m w = U dW o <F =3 LD A co V zl�dT0 'o a x 0 c Q 2 a > (� ci m ^L1 W � c9 '> LO r : CU �/0�� (/ Al m cc TZ OO V ._ a--' J Co N = D T N L T m w / M �i 04 0 Z M Z :3r E 0 In M a E U Q p JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. F 1 T 'I 3A 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 AMP #12 copper to 20 amp ckts 200 #10-2 copper to WH #10-3 copper to Dryer 0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM ENTRY vr—mir- T IVIC I r-11 LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 N 0 N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 00CD Q v00 E 'q O CD N N 00 CD CDQ 07 M N N (O J J 00 LL tL cl (n .,0, M -DoJ 'j LL - uJ W U. LL p. a.' a 3 M 3 W auj 0 �i"tL3 a. W0 0�o Z °' O m O W W R +a) 'm o m 2ET m J : ¢ � 2 F Z Or, O _j0 x 0 (n ' L 0 �... Z N _- N Q 6 Q ° s2 0 F- J 2 ❑❑❑O W M M � N Z O _ O N z � � _I M � N 13 to M 2 U o Q) '�• f>3 LL, 0 o a Ow to E Ln o � � U 00 m 11'ff = m E 0 8 a U N 0 0c ¢ 0 o M w M M z 0 Z fl E E ® z oa cu XU az ?O QU o E CV fu i woo ¢o °� az W . � z U mg o " 01 QW 5Z Q 09 a yw ao oLL �� �O o CO w� o� a O~ � > tv) J ui W '> Li) r > U 0L Q \l/ C0 M p T oo ._ J o Ln N =O r T— r m � T co ,� o Z E f0 a U ¢ p JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 4.0 J 00 tp CV c a� 0 J N N 6 a0 00 cV N c v S 0 to 0 i i i 3 Q N O d E fn N E L7 J y N I_ C) 0 0 UI h m �O a V i z y I U J N LZ N O 04 N 0 a N O CV 0 CV d 0 w 0 cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FPc DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET Fiiiwc HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) kP PUSH BUTTON SWITCH (OPTIONAL) ko PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #14 copper to Ilghts & outlets 1 200 00 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp IT 150 amp POWER CO. INTERSYSTEM BONDING o TERMINATION PER 7{ NEC 14, 250.94 — 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. r- --------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I i I I I --j UPPER FLOOR ELECTRICAL PLAN SCALE: %4"= V-0" 0 N 0 N 0 N CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F�/- � ° `° Co 00 N 1 5 D N m N a) rCl N LJ LJL 00 i �MENO -5 LL J * LU, LU LL � d LL _ Ss a ui M a c ii W Lu d' d a 0 Z 0 v U) 0 cc (L) 1, 0 0 W p J❑CL ❑ to 2 N Q co Z U 0 J Z o d ❑❑❑❑ M z0 N o � o m m Z Z � -...1 M M 1W T CIJ Y f� t1t 0 U � a — n Ow to � c E f6 �- c) -m w e 2 E i - _ N e I. CO 0 ¢ sIs o w M z2 o s Z ¢ 19E LL n E o w° z � >� z"e oa Ico — XO 00 00 o E N to L a ¢ o 6 of a w w yZd% (Q C/) ❑ O Y m O 0, Z� Zto "� a ¢ z g° Q 3 8 a o as c� yo CD a L � rn W m �> L / r > 0 Q U \y/ m Tco 2 p r 00 .— J No LO N = c) � r r m w T— M T iri N o Z Z E t0 m it E U _j v w Q c c JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 4.1 1.1 vn 00 rb cV c v O O J N I N _ J 00 N c a> S 0 J N I 0 v rn N O N v tZ E iu E 0 C, v c N O U v O U N .O U .a a z N I Y 0 0 U J LZ N O 0 N v 0 0 d 0 CV O N N N r-+ 0 w 0 -v v ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL, ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. *d"r1SE `• ;FL 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 �$ ,p Q 00 008 N N tD �p 0 C, i# Q fA In =� �LLaa a W N Lu >.�LL a a Y Z p� 6 � c(D o W W m O O N 0 1-- m m= Q�aSgO W Z kT 2EcP 0) N O W 04 UIL J a 2 ❑oo❑ W Ur Z N O � o Z � N o � z J fh 1 N Z M Vl LL — .-J .O v' 0 W � o Q c U m W rn ~ m E O $ i ! = c U)10 Q ®Q rn rn �m ECG Mm w Z M o 14 LJLZ. Q E C) zo wo Yo z® Z Fta _ O oa a Q o o� 0Q w w (1) L + ¢ o m (� U.)C:o U .0 O � � Z Z J r n ¢ ° o� Q z z 0 g Q 0 a �j ao aLL �r `5 z =3 c7 Milli O V w '¢- za a r_ �3 O c0 = j M • LO T ,,...� > C) m0 VJ Q C) V/ OO ..� J No LO N 2 O + CT,—)N T � T ai -2:� Lo T T M o Z cEo Z E O N m c d E U _J� Q p � JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 5.0 CM Cn 98 CV iY v O O J N i 00 cV a� 15. S 0 0 i N L a 3 a O 0 0 d E r O c a i N rL FO U O 0 vl y Z d 'o a U Cl- 0 J N r7 N O 0 N 0 a 0 N O N N 0 0 w 0 m 3 0 1-STORY 2-STORY 27-0" E FOOTING FOOTING G 4'-11" 2'-22 2'-52" 4'-6" 4'-8" 3'-10" 1. 4'-5" 4'-8" TTYP@1 2'-6" x 2'-6" x 1'-0" STORY W/ (3) #5's E.W. H.B.t 29'-0" 6-0" 6=01, __ J TYP @2 S6 STORY 6'-4" ■ • • • • • • • • • • • • • • • • • • •• r • • • • • • • • • ■ ■ N w ■ • • • • • • • • • • r • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • ■ in 00 : ( HVAC CHASE 1'— —' : r ;t BASED ON LOCATION ~ 3-1/2" MIN 3000 PSI CONC. SLAB FOR o I HERNANDO COUNTY ONLY - c%> co HVAC CHASE 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 —_ M iv BASED ON MIL VISQUEEN VAPOR BARRIER F� I 0'-0" s I LOCATION ■ • II (0 11 Il D.W. II r CV II II ......... r 4'-0" — — CJ — — — — III CJ I 1 o` — _ CJ — — — — — CJ — STEPS AS REQUIRED PER I I I I IY I z �' — '_ — _ AHU = ' STUB UP TO FIELD CONDITIONS ( I • PROVIDE 1 �" RECESSKITCHEN SGD. REFER TO I I III LFOR I rn I — _—_' CHASE TO _' — ISLAND ' - ; — ' ' ; • 2ND FLOOR _ J FOR A/C 1T2 ' ' ' ' ' ' ' %■ MASON'S SLOPE FOR 0'-0��ISLAND LOW I WALLS 102'-42' 2'-34" TOP OF CONC.I PAVER TO BE 4"WIDTH BELOW FIN.FLRg_g3 ■ SL 3'-4" L I � I I � PE S3 L, L 2T-24'1. T-74' 19'-22 I S0" 2'-0' N iv 00 S3 I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. _ PROVIDE Y2' x 9" ( I 2'-6" x 2'-6" x 1'-0'^ W/ (3) #5's E.W. — — RECESS FOR FRT. DOOR J (TYP. OF 2) . �.. — — — ■ — — • CJ — CJ — — — — — — — — — — — — — — — ■ TCC GS3 (2) #5 REBAR `�' G VERTICALS w/ inS3 I I :: : I I I . 2 STORY FILLED CELL • INDICATES FILLED CELL w/ 3000 PSI CONIC. GROUT FROM FT. TO BEAM W/ ' • • • • • • ; j { I ' 00 (1) #5 REBAR VERT ABOVE SLAB TYP t j OOPT. @ ALL PLACES SHOWN HOOKED FTG. I { I VV ti A DOWELS 5" EMBED W/ 25" EXT. I "GRADE t 1 0o in S3 ABOVE SLAB 40 STEEL" N f l N : O _ I &-3 1/2" SLOPE TYP @1 STORY I I tl �• �I I OPT. D — I — — N _ _ - - - 1 I CJ - a 0 - - I CJ 0 - N - - - - FCJ - I 15'-64 , 4'-5a •:. 5, ,• 83 I c2 :: �� °° S3 I I I :I o00 I I : 2 STORY 2V-22 15'-74' 6,_3Z„ I 0'-0" 1 ::::::: (: #5 REBAR o ih I 1 t 1 � • { 1 O I • ; O WH• (2) VERTICALS w/ in FILLED CELL ( — — — — — — — — — — — p.......................... .......N ..............CAI. ....• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ A TYP @ 1 S3 STORY 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. V-8" 5, „ 6, „ 6_0„ 6_0•, 1,4' 4,_8„ . 1-STORY 2 -STORY. J TYP @ 2 S6 STORY 6'-0" 6-0" H H.B. 6'-4" FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN UJ z ---•--� < u.J J U) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" I Uffilliv #5 CONTINUOUS ,�: ' ; : _•" '�_ REINF. SEE FND. FOR ;,; QUANTITY #5 X 25" X 25" CORNER '�;,,; • '� , ' '� v ' ; ; ;' BAR ONE FOR EA. ' HORIZ. REBAR, TYP. U.N.O. .. •, "Alternate: The reinf. bars shall be �v;�� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .gigetlldBittd��t� t���F l Feel y _. `....e ._ ... S E. +•ew `V G� ,5 a�. `e�`�•�Yff OQ:�v 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 1- N W 00 .0p 00>.N lm qj O 0Om N_jO N M LLr-MN i m iof rCO J W 7 NuLLa. d LL a U C-uj W U > mLL d a Y a a°i 0� y/ ii m J om o WEarn _,oCL2 z N Q m z Q O_ U H z ° ° 000❑ W z N O � O z z a � N M V a � � -J V C.,? w O a o 0 N L., c o U m w� f N E = o 9 U o y • sm o o J w M Ch z Z 21 z z Q LL E E z0 0 z >N <N zo 0CU o i_ XO aQ 0V V -z N wo o wZ rr `y a: C < z = y 10 O >Z N J �� z OEM!� N $< LL 5� a m w U it < �O k �— � �0 o v w z< a °3 0 �O .N = � M J ai W m c9 '> LO r ,.� > 0 Q U C °L (0 A� m = � V, O 0 00 ._ J No Lo N = t- � m T co ` (V O z z O y c a U _j Q 0 JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 6.0 -f A J S6 TYP @ 2 STORY FT1GE ILL 0 —n w LL X Z-- FT8G Li ---- 116 15 Q FTF1 :: .. : i i FTF1 TI 5 D2 a N_ CV 0 U— FTF7 J A S6 TYP @ 2 STORY CO3 7 n r� UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HT74 3610 3105 5/8" ANCH. /(18) 10dxl-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH, / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD76 * 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 t HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 1 (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/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) M 1 OR ;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER INTERSECTIONS. SPLICINGXC TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA, END SEE PLAN TRUSS BRG. .d ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN, SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" I .° '* •-Ash " r \,' A\ 4r • li a f r+. . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 ,� s.9'ftEc�c'e� W U N co# A op ® 0 0 0 'DN# U M N N a) �'1 co co ® ��° moo �aa Eli 7 LL � LL v r/1 co Ll Qi j mly IL 33 Y Q o 0 z o ` 0" 00 O 2 o _ WFa0�m COm M 1 W 2 Earn o a t Z C N O 12 a N NQcoz U 0 Z V ❑��❑ M e- i t� M Z N MO _ �10 � N z � � (D 4 M � N M 1411 Z Vi Y O W � � § to z:3 �- VOL11n CQ U f° of E E TC Q 01W N ! III U o co o ® � O ti o m � w M M o z z U- E 1w zo 0o � >o aR is Iq cu z ❑ a F- C O C ¢ G a z �O U O a z N L w a ¢ w z wJ � r9 cn - v O Z o` U 0m � m O '� Z U:) J 0 �w aW � m Z� a33 :_ g�58 w h� o oyLL aF z3 �o O O d rw M a = 0 O > C'M J rn W ca c� .> LO LL r .-. > O c o 0*) 00 p J No 1- LO 00 N = `o N T � r T Lo (D m w M r o Z E Q `� 2 m 0- E U Q p c JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 7.0 X X Q Q (� 2 2 M L y✓,9 U U D , �� Ilk CJ1A EJ2 CJ3A CJ5A 4 S5 EJ2jimimi 11-- A �j TYP G CJ5A J5A CJ3A J3A CJ1A J1A 1P Q M C- C--. ✓� TYP.XD �02J2 U v cn G ROOF FRAMING PLAN_ SCALE: %4"=1'-0" �I 1 I��Illll UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 112"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5l8" ANCH. I(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5l8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3!4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3!4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1!2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x.(1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1l4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8- 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)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 REO'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10-17-19 LOADS --ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) (+) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD.@ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER �A)~ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS I�i9l��p O O 8F8-1 B/1 T 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 lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load i . O Safe vertical load Safe horizontal load — I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS O O 8F8-0B/1T 8RF6-0B/1T �. © © O• O O• O ,• �: 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T * • • © O © ® 8 20-0B/10T 8F441B/1T8F40 1B/iT 8RF400B/1T 8F321B/1T ® O ® 8 FORM 8r GROUT SOLID O N W ' J U O #5 BAR CONT, 8F12-1 B/1T N" LINTEL DETAIL SCALE = N.T.S. e E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8F16— B/1T UI a 00 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT MATERIALS cTf preca lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN..(1)REQ'D (1) 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL G e a 6 A #5 REBAR AT TOP 2 C7 ° G .M.U. W a° a MIN. (1) REQ'D , Q 1-1/2" CLEAR 2 Q ° o z ° n i z A ° GROUT D ° r J Q Q n a SREBAR AT =tntnW ° BOTTOM OF ro Z w O 4 0 LINTEL CAVITY o V tt; ` \L —BOTTOM O it U O L Un REINFORCING o < C, 7-5I8"ACTUAL PROVIDED IN z — w u' D /� D 8" NOMINAL WIDTH LINTEL ¢ - Ci 3 � Lu #5 REBAR AT BOTTOM Qo �, Qo AS INDICATED (VARIES) t~i' u' a a 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL O -L L 7'-4" LL O ffilkli LINTEL PLAN SCALE: %4"=1'-0" t^�4.�1 (� V �` N ♦ '� C�_ l O u! dN UJ r� r• , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co LW P Q W 0 U N N �% O 09 C7 N CV a: tU J J � N LL b ® to Cl)rCn =3 a a a r/f M a) LL LI LL j a s 0 e' v° Z .0 Q 2 p H d0 EId C CV m o r CO Co Coo m 0 a 0 W IL g Eo'o' Q co Z o O N 0 s W (D QD Z N O Z � z o N U) C/1 M Z � f6 U'J Y w o N w E c E N r— o U m LU v r— R E 0 8 = III ��• � � � ® o rn rn `I mm ti o c w cooZ Z 4 g U_ Q E Eco z Z® oa OU � ru a GZ KZ WW L 0 Q p J m a ro Z U O Z LL J m 01 �N iU) 8<300 a ir0 Ik CZ)wF oLL w i-3 xF c� �o O z¢.TTi.83 I aF N O M N W m c� •> U0 T ^1 m �i Tc 2 Q) O 0) 00 O J No T— L() N = 0 co r E> �N} T V M r o m Z T E 0 vi N W Z cc @ d E U _J Q a _J JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 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 H THESE COMPARTMENTS WHERE THE BOTTO M EXPOSED OS EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308A, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL R N FLOOR TRUSS SHOP DRAWINGS ARE T I D B ROOF AND L00 USS S O GS R 0 BE SIGNED AND SEALED Y A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ 1 GROUT FILLED MASONRY: 3 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED FBC-R R301C "" WIND EXPOSURE -- ( ) 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3112" 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALLSTEM 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5, METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL F 1 IN 7/16"STRUCTURAL 1, SHEATHING 1 32"USED IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE D SUCH 4 ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND . 4.3. 0 SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy= ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR To INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO"USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 - C7ncrete overpot�r and mortar along the foundation perimeter must be removed be ore exterior soh treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 0 q`vb� �'• �. www q�,) 10 DWI r° L� I 0rw �.•""� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 04 co i OOO N # - � -5LL LL a a PA U) ai CN, w v, " LL d CL X Y > .c: k 13Z -0 rn .29 mMCo once °> ,. W g E rn o a Sg�S� u v Q h Z Q O O Z O N O 0 2 M N M Z OO O z � N _ M z n, _ � VJ cn 0 u., o a rU o _ 0LU N E Oft U -LIJ 2 E O $ ... m1 o� ¢ m elm r_ o w co CM Nz o S ZZ Q J LL. Q E o z o ao Y N <N zm oa CC, < o t- O E XU O ¢ az cWi 0 OU 0 K CN o H ao o ¢o az �w ro ,p CO C z oY U y 0Q m0 OLL Z J Cn 3 <- �w W ,m ZZ a`ni Q 0� Sz a W T :s 0 T oz 3 >O C:) CC) CD z < a F OU 1 �C:) >M J L � m m ^, W � O \/ LsO i-•� Q 0 U 0 \Y/ n c O 00 p ._ CN T LO E M 7- y CN o Z z C E O N C a U _ 'ap JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE J 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" a - U STUB -OUT FOR 1'-0" o ° o GAS METER 0 ' o 'n � U O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 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. n 19-3 1 SIMPSON HTS20OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE m 15/32" CDX Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL W w CONIT. #5 > STD, 900 BAR HOOK STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS �— CONT. #5 BAR 2X TOP PLATE 5/8" iJ #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM 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 # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min'} Small gap 2" min. 2" max • � 4 max. Clinch na when possible Q_Jils 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 %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor Cohrmn ud Innric 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 appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap r r// 4 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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_tz Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/(22)' NAILS 7 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. lt� Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRIG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) R MI � 7=ROUND 6" A 1 2' ROUND HOLE MAY 6„DO NOT CUT HOLES BE CUT ANYWHERE INLARGER 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 Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1' 0" 1'-1" 1'-2" 1'-2" T-7" 2'-5 3'-2 3'-10" 4'-9" 5'-7" 6' 4" T-2" 20 1'-0" 1' 1" 1'-2" 1'-2" 2'-U' 3'-0" 4'-U' 4'-10" 5'-11" &-11" 7'-11" 8'-11" 24 1'-0" 1'- I" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9" 5'-10" 7'-2" W-4., 9'-6" 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 A 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. 1 Z" 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. Joist hanger A/C CHASE 4" PVC. SLEEVE THRU STEM WALL Backer block (12" wide min.) �1 I L��I I ICI I ICI l _� Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM e ° SEE PLAN FOR--'°• a . • • e FOUNDATION INFO ° ° a STEM FOUNDATION r—GRADE—ME71KIr= eer= nr nr.r \ 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 AKBacker Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. /-vu t nmoC 4 rvk, 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 PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE—\ PENETRATION PVC OR SCH40 SLEEVE / r PLUMBING LINE n �r C.0 M I \ . •a, A SEE FND. PLN. SIZE & REINF. pr PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION �—PLUMBING LINE T�=�Tf1j= a a I- . Q 4 v d , J�r� SEE FND. PLN. SIZE & REINF. Ak- '' *' `�,� _ � � fry tN• +R. yt Zn RRRR L. •� lit 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. 1-' a oo 0 o v v W 1 V O CD T M N N cc 0 J J # ® to� 'DM � a U a s 0 Q U to M >mLL W LL j aUJ s �Y 0 2 O m m -, O W 2 E T rn .0 J 0 a g &L Z M & o N�aoz Q O L0_ U _ Z U H ❑❑❑❑ _ W M 1 0 1 QN z C)a �t � E3 z Q) _ 0 LO w f c E v m d w _ 08 U o C `n N Q s�o o w M M z0 O z 6 E '.0�� oLL 14� CD-O z® W, CU @ g0 XU UO �V °Q CD Eas o Q$ ¢0 wz a? L - ro U) C OY U 0O V� Z _ r N ro Z' Q W N a 2002 z dz W o w¢ NJ 1 v 0. z¢ a o U� E2 co L ui /I \ m O \/W LO r > C /C) m 0 T V, O 44- p T— oo ■_ -J �o 00 N =O r � r 6 r M `� N o Z z E C) c c IL E U w3 Q p c _J JOB NO : 20-1124 SCALE : AS NOTED SHEET NO. SN 1 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "FIBERMESH" 71 DECO FINISH 4" tot) BELOW GRADE SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL ��S3 SLAB INFORMATION. N' 0 M d -III=1 I=I I I_ -' I �M 6 x 6 W1.4 x W1.4 ° 00 -I I - 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ D f = - z_ I I min.) 4" BARRIER =11 • b • I - - ° a GRADE COMP. SOIL 7I ° - (COMPACTED TO 95% � �_ _ MODIFIED PROCTOR III Ill t l l-III=I I I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.-/ (1 STORY) STD. 90 NOOK (SEE U.N.O.O CHAIRS TYP. 4„ V-8'" (2 STORY)DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS �. co -TIL I 4,. I .50 r TL�T SEE A/S3 OR J/S6� I I Ian I I RI I= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 • _ tT e --M __' ITi T -(1) #5 REBAR w/ OPT. ' 1= I=1 I I=1►1 I - Tf 1= I _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS d CV ' T N A • ,r C'7 a, f .• 4 o0 SEE A/S3 OR J/S6 J -I L :,M- I I ITI-I 1, I I 1114 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B �r �r -�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X M EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @MID STUD BELOW TOP PLATE STUD BELOW (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. ROWS 2x BLOCKING @ 3rd FITSSHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4' DIA. X 3 1/4" TAPCONS @ 24" O/C & •c SLAB & BLOCK I SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" �' 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 6 x 6 OR x W1.4 *- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. 0'-0" OIL OR 5/8"x10' WEDGE ANCHOR @ 24'" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2"" 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ' ' � ° ° ° � ° (#15 OR #30) UNDERLAYMENT -I I = I =1 m ° D D = I -I - 0 31/2" MIN. 31/2" MIN. ° ° d ELEV. 4-31/2" FOR ROOF PITCH 4:12 OR LESS. I= - I I �_ I j ° a ° ° 4 ° a a -- I=1 =1=I I =I D I I=I I=III=1=1 T ° °d ° A.F.F. �o PRE ENGINEERED WOOD r l-I �I (=1 ° _ _- I ° ° a ° ° 2x4 CONT. ° a w ° . I ) b , TI=�r1i 1Tf- I-I� - II =_=1 - I = ° d _ z II=III-III= 1/2"(min... -4 z II=III=III=31/2 (min.)-4" TRUSS @ 24" O.C. U.N.O. -r- I ° a ° 4 ° ° a N So - -� - a -I -III=III- ' - �17" ,=r- ° /I -II IHURRICANE ANCHOR EACH _I _�T � ° d I I ° ° a° @-- ° GARAGE DEPTH VARIES ° 31/2 (min. - 4 I I=1 r l - ==1 I 31/2 (.III-T- r-i -It r i Ti I I I ° - I I -I I r TRUSS (SEE UPLIFT SCHED.) W/ ° -I I� METAL PL. UNDER EA. TRUSS a ° ° °' g ° 11= - I -I I -I ((_) I =1 I - ' (2) #5 CONT. �'ri (2) #5 CONT. MOISTURE BARRIER 4" 1'-4" 8" - SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S3 S3 S3 S3 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0'" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. aO. LUMINUM DRIP DGE LUMINUM FASCIA 12x SUB FASCIA EE SOFFIT GGN,. RE�y GV 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M �0�6 s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY cv J (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. <_ 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: 2x BLOCKING @ 3rd FITS FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR " OVER WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/81/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 7/8 THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. @ 24" O.C. VERT. OR 2x P•T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W! 7 EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB WJ 3500#, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31/4" TAPCONS J BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING " ev w/ 10 10d NAILS - FIBERMESH BAR F END OF 2" x PLATE WWF OR FIBERMESH ( ) C.t WEEP SCREED INSTALLED TYP. 2x P.T. PLATE w M ARCHITECTURAL '- PER MFR INSTRUCTIONS " D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR b 1x2 PT WD FURRING @ 24" O.C. GRADE �l d o D ' D z #3 & #4 LAP SPLICE GRADE 40 IN. Fy- 40ks1 ii _ _ m D D. _ o c D 0 [GRADE 60 MIN. Fy= 60ksi] -1 I �I I T b I I -I t �I I I -I ITS ° FINISH GRADE Cl-I- (1) #5 VERT. IN FILL MONO OR STEMWALL Z M - - - D D • 25" MIN. LAP [30" MIN. LAP] -rl I f=1 I 1=III Tl f I7f--Tf IT 1/2" GYPSUM WALLBOARD ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p ° o _I -( _ - W _ FOUNDATION PLAN FOR CLARITY o ° °O 6 MIL VAPOR BARRIER R n. ° I 111= =I I -°T° R 1 7/8" `) _ �� � - 1x4 P.T. BASE NAILER FOR LOCATIONS) p o o ° P =III III -I I (-1 -III=I z I D r z - _ _ _ I I�� I -III-, #5 REINFORCING BAR - I I -I 11=1 I I -I 11=1 I I I I 1 111-11 FI I I=1 I I- 2) #5 CONT. �I I I I I I f= 4"x4" INSPECTION-_ - - __ - "I I • 11=f(( 1TI=T #5 LAP SPLICE NOTE: I -III III -III III I I _ ( � - I ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH R ° ° III III III III- (-I N D °' I =I I -I TTT Fl 336" MIN. LAP [36"MIN. LAP] g" 1"-4"" 8"" FILLED CELL TYPICAL *FOR BEARING WALL I. I-III=III= (-I Ii �- COMP. SOIL. (COMPACTED TO I I �- (TYP.) W/ UPLIFT ONLY ___ _ -_ 95 /o MODIFIED PROCTOR ASTMI1= I I-III=I I I 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ III I (1=T=1T=1 c) AT GARAGE CONTRACTOR III- = =III -III I=III-III- =III -III III=III-III- ( D1557) - -I r-n- I r"�- ' #6 REINFORCING BAR #5 STD. 90 HC10K MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -� i =1 I= I= - -) -) -) - = - - 4" 1'4" MUNICIPALITY. CURB DUE TO SLOPE -111=III_-I I -I ; I I--lTi_ 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE W1.4XW1.4 WWF OR SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �,S3.) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.} FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �N ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN- III�rI�I=III; N SEE ROOF PLAN c - - a' ' ° a ° (2) HTS20 FOR STRUCTURAL r _::d. -- ,�r� r r 4 • �I_ `Y' E BEAM SIZE & T I CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. e.1/2" FROM SLAB CONT. BEAD SEALAN ° ` e INTERIOR a e. w ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB OP E N ►1=1 I � � � �ZI= M 61 VAPOR BARRIER" T. I 2x4 #2 SYP P.T. FRAMING w/ -III I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J w ­,� o W ABU66 SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAMF TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo GRAD a r, FILLED SOLID (SEE PLAN FOR ° ° 6 x 6 W1.4 x W1.4 N_ SIZE AND REINFORCEMENT) C7LU a• _ WWF OR FIBERMESH '- c1dl= z w o-III- w -III- ( III -III w 1 f_I 1 I_I III_ z FIN.FLR. BRICK PAVERS or SLAB PER CO p o v "'MMUNITYSPECS -III- ! a • ° (n W0'-0" FOOTING-� � I 1-III- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE •. . ; SEE SCHEDULE ' _ - ---- 'r%%. 'SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING �C�D12 PATIO COLUMN FTG. DETAIL rN'� i r+, ' 4. 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 E - a _ co 1,_ co N p Op N O Q O O1 4 ®a r0 J Nro u LL 0 a)��N'� J .100 y 9 LL N LL w Wd LL a U)K a w w= Z�U� 0 1- o m S "O c N `- I t0 vj co 0 r-�< m m 0 W E T N< M z L Q o °¢ 6 0 ❑❑❑❑ CI M z N O � O z z V a N M LL rn Y o •0 ® Q V o "'_" C� 0° LLJ m E - 0 3 oil min•.. = o `[to o w Mz ¢ o Z U_ Ecu o } o ❑ a C) _ XO0U �U EAPF N wo ww = .2 mo z Sq J m F m Q W z no o� CD o O co V z, 3 >M L n, W ca L / T > O r) w m c 1 � p T CV Z o T r CNr. T �r ai z,LO co ` � T v; N o z cEa Z O M a CU E U Q 0 JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. S3 a oo oo CV S C> 0 N i N J 00 N W a> 0 J i N w i 3 0 0 i a w cu 0 `v c E2 0 V 0 N 'o U a z Io I i 0 U J f N N 0 CN a 0 0 0 N 0 W (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C TYPICAL C.M.U. WALL (TYP.) UPLIFT C 0 HECTOR (SEE 1/2" MINIMUM CEMENT FINISH SEE ELEV. SCHEDU j 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. CONNECTION 2�_____--2x SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL DEAD WOOD MID @ FOR CLEAN -OUT @ 8" O.C. OR 4d THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d MIN. EXTENSION FROM DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP PLATE TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2 MAXIMUM . STEEL AND GROUT STEEL AND GROUT CRICKET AS REQUIRED �j EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d HEADER FLUSH TO OUTSIDE OPTION WALL NAIL AT EACH STUD FACE OF BLOCK WALL IS 2114" TO DRAIN e- DOOR OPENING DOOR OPENING DOOR OPENING —ft 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sl� 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 STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d 6 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. 90A 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 COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T .) WALL 0/C FIELD WALL CLEAN -OUT A ❑ El SCALE: N.T.S. S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. I EMBEDMENT MANUFACTURER. MASONRY LAYOUT D IN4K0 BLOCK EA. STUD MOISTURE BARRIER MAIN SPAN ROOF TRUSS TYPICAL SECTION THRU WINDOW g SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. UPLIFT CONNECTOR (SEE SCHEDULE) "4,)AND FILLED W/ GROUT KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° ° a g.. STD. 90 HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BLOCKING (TYP.) O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED \-—ROOF PROPERLY. TRUSS �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J LU r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. 01 GARAGE DOOR-----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. ° 4 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. TjJ,y� S�c�A pOGL �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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3J4", 71 ", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE; N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a 4 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF —DOOR 48-.SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24, O.C. ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+A F= 2240 LBS F SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS /RECESS / LINTEL SIMPSON SIMPSON SP4 SP2 \-NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 4 a 4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w 0 CC C 2x TOP PLATE :2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. 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) ° e • HTT5 w/ (26) 10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE % 2X BLOCKING 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. Lfll • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. Ir �"" pJ :- F L, 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 (to 1- a U N V oo�pD co N # , OOO M N� N � W LJL LL pop �_MM"o N M I* J U W W W 13 aaLo o - I ago _co m 0 W 2 E T N NQMZ _joa0 � 0 y _ z V ❑❑❑❑ W 13 V M z N S z� J M d N V) M z o C/ f>3 •0 c/> s ,,, o o a N ,,, c o us& Y; c� m Lu o 8 I = I (� o °J c w ° Q � o sm ti o co co a ZZ < z U_ Q o F u Z ❑ .-o, � > N Zo oa cod ( o U jo ~CILO o Q ao O °Z C:)¢o mw rom cn C o. U N o �� 2 N J m a ° Q W �z N m oa 5i aZ =G o= o3 o < ;o o 0 12 L t m 2 ^, W CU / . L0 r U (./ m c = d- 0) 00 r . C) J No Ln OO N = M N r Ln dj m Y T ch ` vi N o Z Z :3T E O E -a m @ a o 0 _ W ¢ o c � JOB NO : 20-1124 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" ATE:A @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETULL AIL BLOCKING FOR 77 FIRST FOUR ROWS OF 45` ± 24 MAX. TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) R 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2 CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING FNAILS & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. ENDNx @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 6" O.C. 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ 4. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL �� � NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ 5/8 x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) wl MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS SP8 FOR 2x8 WALL) 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48 O/C FOR THE " (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. O. 6. O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING WI (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 11 BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. 15 -REFER TO DETAIL J ON SHEET S5 FOR ON X-BRACING, AND TOP `= N N "' x N () SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR CHORD BLOCKING � °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ ill 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 `1U11� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" -16d OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 114" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PL) Y 2x4 TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ - .a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS -- EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g 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. 15 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING x PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN OR TRUSSES OCATIONS) 10dx3" O/C @ 2"x4„ WOOD TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS 12' MAk JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 SCALE: N.T.S. I°a IIa Al ` F `II a II®\ o li II° .Ik _'4 .° II d ' II.° e°II . III CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. S5 "L" BRACE M 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C reirNnn Tnr roor n 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM _ MASONRY WALL 20'-0" MAX "X" BRACE SEE DIET. J/S5 2x4 BLOCKING 2x4 "T" 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 PKI I GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. C'J W --- — — — LU 0 Q o — O IZ O W O C) M o O � C1 o T X Q � U'' W ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"A 1/2" SDS 1..VIV 1. 0CHn11YV - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMP50N SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �F r,� Oe t t 4 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. WW 9eW W N l0 W a o 0 o m a (� N C V Sk 1 N (`') N O a)M � N J 6c) a. _j 6W. <L W LL d d U Y 93�U_ Z -0 co 01 �Q m a o o px p Q 0 r-CO V m W 2 E°_'rn a N 0 �o a2 _ - 7 N Q M Z Q 0 U H J z ° (3 DOD❑ W M z c') o _ �'o z z r J M d N M W(A Z a C O LL �- vy 0 W 0 "0 Q N un 93 t- a v m m 0 8 = v 0 a • o JZ Cl) ¢ zw J Q E E OU z o wo z za z� e oa I_ r0 oco m � x a D� a< o L � o o� �< W. C ¢ o o V �m m O Z , co a� <w �z o� �o U N 3 oqa az U c a ii w ¢F 3 =� o Cfl �o a zl4tz O = M J ui LO T� O Li 0 co cc 2 C p T J No LO N = cl T T /� T �r CV).}' m T— v; N z Z E (0 m m C a E a U J Q 0 c J JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR—UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION — BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT WFOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 `" 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10diT. w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ---METAL SEAT ER PLAN OR FELT .<LPAPER FOR If MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c N ° a... •..a '4 e °° . o ` . A v ° 6x6 w1.4xW1.4 I_I—I I I —I I I=111=I I e ; a' :° WWF OR FIBERMESHI II I II I II 111 II I I I► I _' ° . _ .'. �° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE — FOUNDATION PLAN & NOTES) U 4"x4" INSPECTION PORT AT cr CL EACH FILL CELL TYPICAL w a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE 00 r it I STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I I 111=I 11-�— (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION SCALE: 3/4"= V-0" e B SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---, / *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) -10 x 1 1/2 NAILS TO STUD & (8) 10d x 1 112" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z PLAN INSTALLED PER MANUF. r 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 112" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @1—"" 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSC FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITE N �[ SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 y116Y:117i7:� 17�7 r� [iP► /_ 13.7 :a tiP► I ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8)10d NAILS TO STUD PER STRAP LOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION —1 /2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a .... .-d ° .° < . < 1 I 1 1 I I I— .' a • • 'A I I III I I L�IPL�I I LEI I �TI I I I i �I 8" I 1' 8" 8' II CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15132" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHE (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X dU C x irw —x E r- 2x STUDS w BEYOND. SEE PLAN o 0 I I I \--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM ,ArA1 r rr rAiA-rrnAr MIA^MAAA 4 FT. 0 4 FT. 0 O � 2 5 FT. 4 FT. 0 O O 5 FT. 4 FT. O2 2 4 FT. 4 FT. 0 O O 4 FT. 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Q ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) = NOTE: co ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o , 0 (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 ED u=.0Er } ¢ O m SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 6 O O 0 I— rn PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO Z w m F STUD AND OR BLOCKING AT ALL EDGES. NW0O v M u_ A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S4IS/2" 1/2" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED rc WALL SHEATHING INSTALL. VERTICAisirrxwr; S6 & NAILING SCHED. SECTIONXX 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON L530 w/ (6)10d x 1 1/2" EACH SIDE OA Ni�Ri0R 0G SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 1.4xW1.4 W WWF OR FIBERMESH . 4' ° a -III—) I —III —I I ° ° e a . M 711 I�I I I —I I I I I °. a e I�IIIII IIIIIIIII 9 a: I I I I 4—°— . a— � (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4' 9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 60 1= — @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. u m O T 0 °•�16V i '`mot° k L L �}_ R �. tj 0�' �i`rq;prsR,Fi4gt= 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 I p CD (0 0�0 N Co Co 9L W p mn w 4 V CV N LL CJ M Nr-- N* W °JU-- L 0 N SLLN � aW a- Q U7 C) W j amiU�y'S a(L Z : W ° =cq mM-o m y W W z m 0 1- 2Ec'M �oa�'S " N O W N Q M Z U J 2 W h 0 z N o 00 — z � z a J M Ln z u. o Q) 0 -J M U u., o Q Y 0 V) N r.,-r c a 0 o ws U °° r,.r O 8 S ° U o c m _0 a o M sm o c w Z M CM z o Z < 4 J U_ ii E o .n ¢ �� o w= 2 o Z a '0 I— C o N X U ao ¢o 00 &� Ww Q% L r0 (n C - ¢o z =y W o W� m o O, w a�i co J a ° 02 z z no a mw aLL w =r a vc0 za o3 M J L N 0)^' cc W m '/ LO 1� x > C) < C U 0 w m co 00 p J o T L o N = O co CN T � T LO r ai m r M \ v, CN 0 Z Z C) C cc 0 E 0 U J Q o J JOB NO : 20-1124 SCALE : AS NOTED SHEET NO. S6 NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN4" AND ?" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER � / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 77 3YP CUT TO FIT / %RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 ff��2x4 PT UNDER 2x12 2x6 SYP ROVIDE MOISTURE PROTECTION [ATTAr,� ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/"' X AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGERJ TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 T" TAPCONS @ MAX. 32" O.C. / �I EW "A" SECTION VIEW "B" G • 1 SECTION VIEW "C" SCALE: 1" = V-0" SCALE: 1" = 1'-0" \ SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 61, 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT r STOP "� [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 10 1— 2X4 SYP BLUUKINU FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ SCALE: ' = 1'-0" VVHLL / SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED /—" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER GLUED NAILED 0 SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) x8 SYP GLUED AND NAILED TO FRAMING H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAIL S) 2x4 DRAFT 2x12 1 C=ERM STOP TREAD 2x12 TREAD GLUED GLUED IL IL ED --\ i NAILED---\ i 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT Lx 7NOT AND NAILED TO STRINGER POINTS —� FOR DRYWALL SPACING B H E SECTION VIEW SCALE: �' = 1'-0" -3/4 PLYWOOE ON DECK 2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C --I NOTE: 2x8 DRYWALL STOP NOT SHOWN —2x4 BLOCKING FOR 2x12 SIMPSON A35 -t!- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING :L POST LET INTO !LOCK IDE KING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW JOINT TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS VARIES 57 ECTION VIEW "H" SCALE: 1" = 1'-0" •`1,�ttt��4il$i�fff� �,® •"rZ. e� t 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W eD 000 F oo8 o N t% 0 0 0 c" N N J J m LL li # j 0 .a),, M Oj 'NO W W A M W LU aa�0 Z � u) g 20 W co Wcco N m m� ¢ {� ILrn 2 EcPrn 42& o a. � E rn .p Z NaMz o x U 00 5 z O V ❑❑❑❑ P �,- W z_o. N o c) zoo Q� J M d N M f6 N w a ;i U � V) v I W c o N U w w F O T U o c m u Q o ®0 rn o �m o co w M w 2 o s Z q U- Q i= O zo w� zo _® oa cuCL V go UO CL O CDcli B V ¢O Qo cU oQ ww i o L- c <o 'm m0 Zi aC J �w c3 m a ° oz zo OEM Q > a t7 � o w '° GO wa �03 `' M J L rn W � O L) r i-� > C:) v in c6 _o p r 00 . _ J 04 Lo o0 N = O r N r Lo .\} T V a) CY) r O m :3 T N N z d U J Q 0 J JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. ST ,�----rr - i I _- _ - -- i 1:1 1 Iris: F: 111��Iillllt>: G�dl�ii� ilk 11 I .!: 11, 1 1- -1 ----F TT F- i�-f C" a 00 N a 0 0 J N N i co co N c 0 J i N z v 3 a 0 0 i O a E 0 x `v J C') N tL 0 CD 0 C U .o _ i I Y i 0 v U Lz 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER _ TO PRODUCT TO PRODUCT P.T. TO PRODUCT M 8' DO NOT DO THIS PROPER INSTALLATION ` 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS (TYP) TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 90° HOOK (TYP.) ^ STD. 90 ` �I @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLSWEB FACE NAILS 10d @TRUSS VERT. 1 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16 TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL :1 7771 LAP SHEATHING TO EACH END W/ MIN. TO PRODUCT DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH FURRING — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ ' - � 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" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE ` +5" FIRST 2 COURSES L� I I 1 1, 1 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC PLAN PER FFILLED OUNDCELL FILLED CELL INSTALLATIONrH RETROFIT FOR MISSING EMBEDDED STRAP SCALE:N.T.s. SS SCALE: N.T.S. �SIll SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS ' . FILL lsta COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT r Z-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w! (4)1/4"xl 1/2" SDS DRYWALL * SCRE1/2" TRUSSIF INSTALL S 2 PLY SIMPSON GT2(w/ ( 6) d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) .: 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR &\ BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" coNracT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. • ° .. •,Q. ,. I SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH + „ IF TRUSSES USED) W/ (3) #6 X 4h WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XO�FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �FNOT 1'-Orr 5r_On SCALE: N.T.S. SS 12 + + �/ PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + BLOCKING AS ° INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > , 10. „ EMBEDMENIINTOK,) MAX2 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS e • • •. . . • e..„ #5 BAR °� BLOCK HEADER �1/4 0 $ + SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O + + SOFFIT `. 4 iD a 1A„ °a H e N TOP RED W/ o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP ► . EACH TRUSS KNOCKOUT / �t �• I � I .. °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W! (2)10d s� s CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B 11 NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING _ SIZE AND REINF. PER PLAN 1 � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL > e • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. FENTER SO IT DIRT 6 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD io e • D BUILT UP PLWD. BUCK - 90° HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%a° WOOD FOR OVER HANG FILLED CELL , ' 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16' O.C. MAX. OR IF MASONRY 4'-0" —(MAX. ) ', � , V �, • L. v � � ►� � : � ►, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° , v , ' f s f J s s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION a@ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: N.T.S. SS = SCALE: 3/4" 1'-0" SS = SCALE: 3/4" 1'-0" SS SCALE: 3/4" = V-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 PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 STUDS & - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALLL THREAD ROO D � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6,_0„ EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , c D v a REINFORCING AS FOLLOWS: SEALANT c — I I �I I �T� a Q 1 * F MORTAR I BED INT. D T FURROW. PLACE LOWER HALF OF MO TA N JOINT. 0 NO. e — — — — — I. I � , #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * 6"MIN. LAP SPLICE W/ III D ° = T — — U ¢ EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL — — - cn � FILLED CELL SMOOTH. DO NO FURROW. ° D °Tf DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ITI-- D. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° 04 D REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • D ` ` �"0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" EMOVE W DGEOSI FROM NTS nLOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. WITH MORTAR.) THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. EA. WAY SECTION GLASS BLOCK SHALL BE INSTALLED PER A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7100,COVER 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0° „- SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. • :o < J 920E 0��a��A fit •�!�#`'/6 G t: Y 41 �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 Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W� y .44k 0 .0 co o C N N O r- N m ''. N LL J co CV t` 0), °o LL 0 CO 'O -'p J * W 11J y N �L� LL 2S LL as Q t'1 y M z• W uj W m LL 5 a.aa. O ¢'ate zoo Z v O = ~ W Z •.:fix IL m0Do E °' °' o a 02 o NQmz V N 0 J z r. W U U ❑❑❑❑ z N o z � � C, C, vy z ,yam T •0 Cn Y LLJ N ° d„ c E ZS V po c)LZ 2 E C) I 0 o r�!f U) ° �0 o o w M Mz w z z Iz E 0 =o ,o zo Fco — o E a0 ° ° 0 mz z N @ d) L �o o < wz �w � U) - ❑ m O ro E o ZCn LL Q) J Q W MEN CD3 0� g° z U <0 dz G r� o wa =1 01 ;a o a 03 O J > M L C rn W (� D '> L0 T > 0 Q C L) .L .0 ^ LL 1 m Wn _ o OO .T_ p J © T Ln N 2 O T N r U-) r- a) m Y E T M r v; N o Z z E 0 ; to m d E U a Q JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. SS i v rn co N v 0 J N N co co iz ,o 0 In O CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. 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 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE (2) SIMPSON HETA20 w/ 8O 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 K WALL SIMPSON MSTAM36 w/ (7) 10d ISSES HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL 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 & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ 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 TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/ON P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT (A 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 A SEE PLAN FOR SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX 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 SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS A. a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE: NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) 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 s SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/---" Z- (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 DETAILS &SECTIONS `\\gbilCttitll R;�fff�,�, N <:�, s " F t- 4c, - f To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - 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. r : - W gL� P®- h Oo U 0 a> N c0 Co N # ® 0 0 J J A O N eW+Ce) (D-Np 9�. J W W LL LL a o_ ei Q (n ' 2 iL 52 a a rr o Z ��°' 0xo Z 29 m a" p mm°o 2 � to 2 c' co 0 J Z 00000 U Z m ¢N O Q z � Q � N 1-1 w M < O — uj cn E N Vo o �N o Lu r— m E ,I U o Quo • em Q w co con¢ o Z � n E o zo �� Y� ¢� z® O E oQ oo ox d z N Qo w ^ Y U mo o a Z r z <Zo c' Q o� �� go a u w U �� k a61 w =3 �� -;a- zl¢ a lo oU �i .2 J 2 >M L. W � c� •> L0 T_ .-. > O 6 L 2 Q 00 ._ O o Lo 00 N = O -.>2 M N r ai w Lo M r o M z T E O iri N - Z ig a c°� Q o °i JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. D1 3 Q 00 00 CV c N 0 J r i N a 00 N c 0 J 0 v s v, 3 tz Q N N v a v a> E O V v c J ri U w U N .o i U i N I i 0 •U J ti 0 0 CN N 0 0 CL 0 0 N 0 C> 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE (USESP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING A BELOW AND ALT. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • SURFACE A 2x4 #2 BLOCKING THAN 4 FEET BUT NOT4 OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBONMIN x 1 1/2" CLIP IS TO BE (3) 2x #2 SPF STUDS OF • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADER SE Q/S4 FOR REQ'D JD MB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7116") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„0 SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN ,o°u uu.0 OF CRIPPLES IF LONGER THAN 8" T P. ,. 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT BACK LEG (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (2Id2x6 CLIPS) NAIL OF CIPPLE TO NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PL(2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE O 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. 24" O.C. AND 6" FROM @ MIN (3) 2x #2 SPF STUDS EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION L2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE -ENGINE C B B ERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. 1.1 EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER 14 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. Tx B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" B 0 X HEADER EXTERIOR HEADERS SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 4 P.T. OPENING LARGER THAN 4 ft 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES 16" O.C. x (2) D BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE @ w/ 10d w/ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS o a TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. •• < ' • ` • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CO N N @ 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. 0 o o 0 A. o Q ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED X (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3 2x CRIPPLES 16 O.C. (2) 2x HEADER SEE PLAN @ EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 9T�A8, 2x STUDS 16" O.C. @ W/ 2 12d TOENAILS T/B () INTERIOR HEADER Q/S FOR REQ'D JAMB ' (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOA TOP SPLICE M/N 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. . (2) 10d TOENAILS AT EACH E EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENINGPENING 2d S. WIDTH 4 FEET). IF OPENING OPENING NAILED TO STUD F 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x PLATE SIMPSON IS GREATER THAN 4 FEET , 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). , SCALE: N.T.S. A SIMPSON LS30 w/ 6 10d x 1 MIN 3 2x #2 SPF STUDS END () () @ TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSONw/ (7) (AILS&)(MSTAM36 TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS �,' W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 ol 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. r Illllli Iffp// ` 6R WN N��r _ :• �, 'U �.lo O�� at w FL To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L �� }k, p w [` co 8 N to Co O O Oo (0 N U N N N U m LL L� (h N W W .`. _ p_ LL N � ud a air'i� ° aK0 ,u Co O m m W WE Z IL m o�co m m paw N Q M Z J a U U 1:11:1 El El `N W M •pp- z N O m � N z o Q = J M d N N M z U Vi Y w n � a 0 'N v I ° w � c o N � Um C r— m E O $ I =w w ai U o N c U)®0 • Q 1!) Y C:,w CC)J Cl) M z O z z 6 U_ Q E o E zo w� S Zo Z" U ca F C o O xU a O o� O 00U Z o az ww Lfu Vi C ¢o 0< .0 W m0 - z >z z� a 3 C2 0 LL `° a m w U ?0 1G CD w� �o cflo v za a= °3 co W cc '> L0 r C L m co � d- o p � r . _ J N00 L.n N= 0 a r (N r Lo T a) E 4+ T— CY) T vi N O Z Z E 0ca m a U Q p JOB NO: 20-1124 SCALE : AS NOTED SHEET NO. D2 3 J Q 00 00 00 [V c a> v v Op J N O i T3 Q 00 00 N G N v O O J N I 0 o- i 0 3 Q 0 0 0 a. E 9 0 c J C0 IL 0 U v c U a> .o U Cl- ( I Y i 0 •U a> L Cl- 0 N yN-+ v 0 0 0 0 N N O 0 W m 0 h THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. r '"WEATHER ✓E BARRIER & IARILY SECURE WEATHER [� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 2c�T- 3 DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r L/1J1 -111 V V WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER C�ZiZ•Z 3.1ReL`[•] 1 1[no - 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 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 O 4 SELF -ADHERED FLASHING 1 v SELF -ADHERED FLASHING NAILING FLANGE 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 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 #Q in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary r LI1J rl11V1.7 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN E 4M SELF-ADHER 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT J a a 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z SELF -ADHERED FLASHING PATCH HERED FLASHING Lu Lu PLASTER STOP - = W CONTINUOUS BACKER - U ROD & SEALANT W W = o: Q � W �° A r o� 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED /- ASPHALT ADHESIVE FLASHING -RGI F-AnHFRFr1 Pi ACHINr:_ F_ a 0 SELF -ADHERED FLASHING INSIDE CORNER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a 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. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than 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. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 G d NS t f t d t f ASTM C1281 AAMA 812 th d t d d t f th SCORED ra a or grea er or proper Coln expansion an con rac Ion, or o er approve s an ar as appropria a or e 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, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish ADHESIVE AS SHOWN) g �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 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. ' 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 -J^ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT VIENTITIOUS FINISH RAL FRAMING RAL SHEATHING SAF PLANE WRB =AK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 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 ASTM C1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N 0 CV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M. E 00 8 00 ID 00 ID 1.2 00 N U MNN C r, a u7 N co iA a y1 M - '06 �LL � N CN co J * U, W LLLL as W N Ce 11aao - Z aimii > .` a rn m Y O m o m 0 WmaCN Z 0 t­W 2 E CP cn rn_Np 0 m caZ) < o cL Cn NQr�Z U Or J W z fV O Z � Q � J M 2 N _ M Z -a ''nn o V LL 00 Lu a (D-*V) Ln w E ws MISSION �_ 2 E 0 8 1�... _ �s m <co m o w co o z J CO Q E p p r � Z o Q z oa U C0,6 F 0 U &< �o O U o� w N fu ¢amp �t rp Y U O U Z Za ai J nm QW Zz MEN C Q ° oM g� a nF �j w- ao oZ �C o >0 to zi¢ a OU 3 NO = > M J L ui = L / r > O C UO aD ca I- _ It O O M 0000 .4- o J (N Lo W N = C:) co N T r ^ , L T N >+ / (V) T O Z E O CU a E 0 ¢ o C JOB NO : 20-1124 SCALE : AS NOTED SHEET NO. W P Mounting Bi kq 10 G aM 1r'2"Dia A32 (Type) washers Self- ►i .kirk Nut's INSTALIATION INFORMATION i R cross Support (May be cut Rightfffac t(16Gauge) 14 Self ilhlrV Sorts A/C UNt S#'7lTam Edge Irimaybe�Cuttulw) # �' 'r o' #14 Self-Drilln Screws 1hru Brackeis Back Cross Support Irmo A/C Una Rduom, fide (' ical- 3 each side hir hurricane use) Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 312812018 Product Approval Application Detail Code Entity or Date Date Date Poll Date syge Verslon Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, -I-C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - - „�i�r11654.k�Pmducts - Quality Assurance Approved for Use Approved for Use z Impact _ Design Sea # Product Model. Number or Name Product Description ContraM Expiration Date In Il Outside HVHZ Resistant Pressure 1 0.032&quot Aluminum 5V Crimp Min 0.032&quct; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A -11i over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quota Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&quot; Plywood 4 1lill 24ga. Vemai-oc 1&quot; Versal 24ga 16.5&quct Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quot; Versl .032&quot; Aluminum 1&quot; Versal min .032&quot; Aluminum over 04/122024 Yes Yes N/A +NIA! 15/32&quot; Plywood -101.0PSF 6 1.5&quot 24ga. Gulf Snap 1.5&quot; Gulf Snap 241 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood -l16.OPSF 7 1.5&quot; 24ga. Versi 1.5&quct; VersaLoc min 24ga. 16&quot wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32& uot' Plywood q yw -123.5PSF 8 2&quot; 24ga. Magill Min 24 Ga. 2&quota Megal-oc lI quota wide Roof 04/122024 No Yes NIA +N/AI Panel war 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide ever 15/32&quota 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot Wide Roof Panel 04/122024 No Yes N!A +N/A/-93,5PSF over lx4 Wood Pudins over 15/32&quct; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&quot; Snap Lock, 04/122024 No Yes NIA +N/AI 18&quot Wide Roof Panel over 15132&quot; Plywood -10&5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/1 04/122024 Yes Yes N/A +N/AI Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V CrimpMn26 Ga. 5V Crimp Roof Panel over lx4 Wood P 04/1 /YO 4 2 2 No Yes N/A -11i Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15/32111/ Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot Wide Roof Panel over 041122024 No Yes N/A +N/A/-63.5PSF 15/32&quot Plywood 17 26 Ga. Gull Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 3/28/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Del Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside hill Resistant Pressure 18 26 Ga. Gull Min 26 Ga. GulfPBR Roof Panel over 10 Wood 04/122024 Yes Yes N/A +11i Purlins over 15/32&quot Plywood -151.7PSF 19 26 Ga. Gull Min 26 Ga. GuliPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. Gull Min 26 Ga. GulfPBR over lx4 Wood Pudins over 04/122024 No Yes N/A +N/A/ 15/32&quot Plywood -151.7PSF 21 26 Ga. Gull Min 26 Ga. GulfRib over lx4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32&quota Plywood -164.2PSF 22 26 Ga. Gult ib Min 26 Ga. GuliRib over 15/32&quot Plywood 04/122024 No Yes N/A +11i -159.2PSF 23 26 Ga. GUIfRIb Min 26 Ga. GulfRib over 15/32&quot Plywood 04/122024 Yes Yes N/A +N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over lx4 Wood Purlins over 04/122024 Yes Yes N!A +11i 15/32&quot Plywood -164.2PSF 25 29 Ga. Gulfl ib Min 29 Ga. Gull over 1 x4 Wood Purlins war 04/122024 No Yes I +N/A/ 15/32&quot Plywood 26 29 Ga. GulfRib Min 29 Ga. Gull over 15132&quot Plywood 04/12/2024 No Yes N/A +123.5PSF 11i -146.0PSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins war 04/122024 No Yes N/A +N/A/ 7/16&quat; O.S.B. -101.OPSF 28 29 Ga. Gull Min 29 Ga. Gul ib over 7/16ill O.S.B. 04/122024 No Yes N/A +N/Al -11&OPSF Search Criteria Code Verslon: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside WHIZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL 3 .k r;,, e,w 'n b a.. ,;, .n .�" 'i.. Si;. >i ,. .. . � � m.`.,auY:. '{r5L 4,. ,,,- �?5�`^ r . ,-M � e ".... ,..., v. . .�F , �^'�9r rwy _ a '. ESR 3455 ._...._..- ESR-3445 rM•1 i a 12/31/2020 12/31/2020 Ea e"ea ,z. E u r k'e A23 HU210-2 'i � .» a1'�r' FL10446.2 FL1085614 i ""d.. na�" . .: .�+, v:� v't•.. "ra5., ESR-2606 ESR-2549 12/3112020 12/31/2020 A3 HD210-2 _..._...---_ F-17244 1 FL17232.3 __._..--- HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232,3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 F11-17232.3 ESR-3445 12/31/2020 HU28 2 FL10856.4 ESR-2549 12131J2026 HD410 F11-17232.4 ESR 3445 12/31/2020_ HU410 FL10856.9 ESR-2549 12/31/2020 HD412 FL17232.4 ESR-3445 12/31/2D20 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 ....... HD0410_................._..__._ F11-17232.4 FL17241.7 _._._ _ ___ ESR-3445 .....__ . .. ._......__ ESR-3444 12/31/2020 12131/2020 HU610 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 12/31/2020 12/31l2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 12/31/2020 1 HETA16 FL11473.5 SIM200802 12r31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 _ .._..._. HTT45 _ NTW16 ___ FL17324.2 ........ _ FL17324.2 __ _..-..-_._... FL17244.8 _...... Evaluation Report - Evaluation Report _ _ -_ _ -.. ESR-3455 _--__-._. 12/31/2020 12/31/2020 12/31/2020 HTT16 HTT22 HTS16 FL11496.1 FL11496.1 FL10456.22 ES-0130 ES-0130 ESR-2613 12/31/2020 12/31/2020 ....-- .._.. 12/31/2020 HTW20 _ FL17244.8 ESR-3455 12/3V2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473 11 SIM200802 12/31/2020 HTWM20 F11-6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 F11-10456.19 ESR-2613 12/31/2020 HUS210 2 HUS212-2 HUS26 -- FL17232 6 FL17232.6 _._. FL17232.6 ESR-3445 - ESR-3445 _..... .._.._., ESR-3445 _._.. _ __..... - 12/31/2020 12%31%2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 _. 12131/2020 -- --- ---- 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12131/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31l2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL1723_2.11 1213112020 WS26 FL10655.111 ESR-2549 12/31/2020 JUS262 - - JUS28 _._---_..._-FL17232.11 _ �FL17232.11 _ _ _ESR-3445 _ ESR-3445 _-._..__-- ESR-3445 - -- - - ---- 12/31/2D20 12/31/2020 LUS26-2 WS28 FL10655.112 FL10655.113 ESR-2549 ESR-2549 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 1231/20 ... LSTA24 L5TA30 FL17244 18 FL1724418 _ ESR 3455 ESR-3455 12/31/2020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 ... 12/31/2020 ._.... LSTA36 LTS19 _ FL17244.18 ___ FL17219.2 _ ESR-3455 ER-0200 _... __--12/31/2020 12/31/2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31/2020 -._.._ 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTT131 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 - .......... MP5 FL17244.23 . ....-FL17244.24 _ FL17244.22 __ ESR-3455 _..__.._.-._._,_._.. ESR-3455_..._-_.. _...... ...: ........121- ESR-3455 12/3112020 112020 12/31/2020 A34 LTP4 LS50 FL10446.3 FL10446.19 F11-10446.16 ESR-2606 ESR-2606 ESR-2606 12/31/2020 ..........._..._. 12/31/2020 - - ..._ ...._. 12/31/2020 --MPH3516__FL17240.3 -- - - -ESR-3447 - -_ 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL1085Z8 ESR-2105 12/31/2020 MSTA15 F11-17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 MSTC52 MTW12 _.__... ............. M wi FL17244.26 FL1T244.8 -_.. FL17244.8 ESR-3455 _ - ESR-3455 _. ESR-3455 12/3112020 12/31/2020 12/31/2026 MSTC52 MTS12 MTS16 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2613 ESR-2613 12/31/2020 12/31/2020 ...... ........... _. 12/3l/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 17244.8 ESR-3455 12/31/2020 MTS20 FL10451 ESR-2613 12/31/2020 MUGT15 17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFIVI FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 ......... PAUi 6 ......._........_ FL17239.13 FL17239.13 ESR-3449 ESR-3449 12/31/2020 12/31/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 ....... 12/31/2020 PFiD2A PHXJ3516 FL_1721_9.3 T FL17241.20 _ ER-0200 _ - ESR-3444 12/31/2_020 12/31/2020 FGTR CS16 FL11473.2 FL10852.1 SIM200802 ESR-2105 12J31/2020 12l31/2020 RFUS FL6223.5 Evaluation Report 12131/2020 11-11 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H 102 FL1 0456.7 ESR-2613 12131/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 F L10456.1 3 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2026 RT4 RT5 FL17236.3 FL17236.3 ESR-3448 12t31/2020 12/31/2020 H5 H2.5 fL10456.15 FL10456.11 ESR-2613 ESR-2613 / 02 12/312 0 12/31/2020 _--._......-_. .....__.. RT7 - - --- FL17236 8 _ESR-3448 - - - ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2613 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 1 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPTB FL17244.32 ES_R_-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 --........_._....._._. _.._-._SPTH4 - .. ......... ...- SPTH6 SPTH8 - --- FL17244._32...........................---_---._...__....__ESR-3455 FL17244 32 FL17244.32 -------- .. ........... ............. ESR 345 5 ESR 3455-_....... _ - 12/31/2020 ...._..... ......... 12/31/2020 12/31/2020 SPH6 S H8 P U24 FL10451 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 12/31/2020 ....... ............._1 12/31/2020 12/31/2020 SUH24 FL17232.13 ESR-3445 12/3112020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 F11-17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 . .............. 11GTS3F- . ......... UPHD8 FL17232.17 _............. FL2033.1 FL17219.5 ESR-3445-------___ .... .... Evaluation Report - ER-0200 12/31/2020 12l31/2020 12/31/2020 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SIM200802 12/31/2020 - - -- 12131/2020 ._.............. __......_-l- 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPECIFICATION HEET Zo1$ As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project fur which you are applying for a Category/Subcategory Manufacturer Product Descrl tlon iApproval Numbers Test Pressures I Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 F11-251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-01.0 psf 5/21/2028 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50-0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D. MULLION MI Windows and Doors Series 5764 F11-15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 +70-0/1 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES BI Tile Villa 900 FL784927 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F11-15076.1 - FL150762 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3112020 MITI Industries, Inc. Truss Plates F11-2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, Li PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F11-158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) i APPLICANT SIGNATURE DATE N N cn O -�.... U ^\ W L/ V/ o L O O � (D O 0 Q O 0 f� `� O O M U- `0 > .Cn (nCIO 'U E L O Cf) Q Q Z Z W J W V J co 0 /CL U O Cl) V I 0- L LcLI G ¢ n Z J z J �� - - 1 � 11 l Il111klln�i��itl�rd IT I�'rlll SHEET PA 1.0. I- - - _, - - r I IT .? I IF 1 . JI: G �- �F l If -T- - Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 of 3 1/20/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of i 12g2626 Florida Deparhrtertt of Business & Professional Regulation Pape 1 Of Building Codes and Standards fal le Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Damll Coda Entity or de g Data Pending gal Cotle Entity or i at REM vide Date Date Pendlno owe ga1$O t-R2 d t-g 20 20 Deb PUNNM Ra F1#]##S8c92 221111 Entity or Tie Version Manufacturer ComaU Enolneer & License Validated By Validated Submitted FBC Approval Approved Status Version Manufacturer Contact Erwlneer & License Validated Sv Validated Submitted FBC Awrowal An ived sent ui Varom ttaaatvA■e Contact EDai—.&-Lk— Ya1t�tW.9u YaIItlWd EM ApprmtM Annotated Abu I1mt Ymlga t Contact fomnsa[.lLicense Validated lb Revision 2017 GAP Michael Shelf Robert Nli mitten John W. Knezevich, PE 12JI 12019 12/112019 12/182019 ding FBC Appn Revision 2017 TAMKO Building Products, Inc. Keni Eden Zachary R. Pdest Locke Bowden P.E. 10/192017 1=512017 10202017 12M22017 Approved Revision 2017 L.V. Thompson, Inc. dbe Thompson AMWACWral Tony Christman Zachary R. Priest Locke Bowden 10/102017 101102017 10/17/2017 12/12=17 Approved Revision 2017 LV. Thompson, Inc, dba Thompson Ardiftectund Tony CMiWnan Zachary R. Pdgt Locke Bowden Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 Mshb Company (rAMCO) (813) 245,-AW PE-74021 (334) 3DD-18M Metals Company (TAMCO) (813) 248.9498 PE-74021 (334) 300.1800 Subcategory: ryAsM e¢ Shingles matleh g oon SCNegryUndereymenls kertl_eden@tamoom CebgoryRoo" tayaponMtahooSrg.t»m CNsryRool teny�gorrMbkooBnp .tan Compliance Method; Evaluation Report from a Compliance Method: Evaluation Report from a SulaCalesory: Rooting Accessories that ere an Subcategory: Roofing Accessories that am an Florida R egJatamd Architect as Licensed Florida Florida Registered Architectu or a Licensed Florida knegrN Part of the Roofing System Integral Part of [be Roefkg System Professional Engineer Professional Engineer Compliance Matlpod: Evaluation Repontrom a Complete* Mi arod: Evaluation Report from a or Florida Registered Artlaad a Lloama d Florida Rea Florida Artifact or a Ltwn d Florida R F Oi -R25 Prbduds iPi, �... .. ,: ..; ... „ . -. ,.. "' .,. �� PLi/12320RSPrbtluct9`°, '� _'• i- ,:.•i „ '., `• ProteakmNE neer W Engineer ProbeNonalE Quality Assurance Approved fa Use Aooroved for Use Impact Deitch Quality Assurance Unloved for Use A—vid for Use Initial psalm Sad # Product Model. Number or Name Product DescrtoHon Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure Sea k product Model. Number or Name Product DosMotlon Contract Emiratlon Date in HVHZ 2u11SWI MA& Resistant Fromm Pape i of I tail 21M 1■t ItM4P*Odhw 20 Validated Dr10mittd FWAncirairY Aoolsrred AM& 101012017 10/10=17 101172017 12/1212017 Approved 1 GAF Asphalt Roof Shingles Fiberglass reinforced3-tab, laminated, Stab and 12/182022 No Yes N/A WA 6 No. 15UL Asphalt saturated oranicfelt 10/182021 Yes Yes NIA N/A ggdkAUMMAeoro"dfor UM NOW 22" gir,,Asa— Activated for U, Associated far Ut feum 219M hiphidge asphalt shingles $!sit Procluct Model Number or Name tom,.Description contract Explanation Cole IatAlli oubloAAW ResbUM pressure AMA ProAraModat. visitor a rams Control EAradm Dde In HVHZ .IOdii Rooblwd pFeell 1 TAMCO FTap ONLIUd le Veit roor with BNM for Tics 26 go. Ml venaator with MMs O&ON2028 Yes Yes WA WA 2 TAMCO Gooseneck Val 28 ga. 0010912028 No Yes WA +01.62.8 Florida Department of Business & Professional Regulation Pepe t al Building Codes and Standards Matey Product Approval Application Detail Florida Departrrient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#ig"84U 9291 EnDht or till! pia Dora POWWO 211a FLa1as184R2 290 en■L9t LM Version jilififillialM C4.bm Essential, lLLkams vaUdsrd By Ydd" alb FBC Apa—ri aooro.d Dlat■ Iona Version MaoldMMw Contact Enlarges.A Lice— V gd bd a, Revision 2017 L.V. Thompson, Inc dis Thompson Architecture] Tony Chnatrneury n ZadR. Prime Lodes Bowden 10/10=17 1 O/102017 10/1722017 017 12/12Approved Revision 2017 LV. Thaesn, ripJim dbe Architecture[ Tony Chrnan Zachary R. Pried Locke Bowdon Christman Lbal. Company (TAMCO) (813) 248-34W PE-74021 (334) 300-1000 Metes CompMry (TAMCO) (813) 2483456 PE-74021 (334) 300.1600 ttebpory: Rooag bny®gwwWmo&g-can Cap": Roofing 1cM'®ponoakooMg.com SubCalsporyl Roofing Accessories that are an SubCatepay: Raolinp Accessoriesthat are an hltegral Pan ofthe Roofing System Ingrid Part of the Roolkg System, Compliance Method: Evaluation Report from a Compliance Method: Evaluation Ropod from a Florida Registered Atoll or a licensed FbrWa Florida Registered Arddted or a Llcenxd Monte Professional Engineer Professional Engineer peps 1 ptl 1/51918 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail: Pale 1 of I f15I1Dfa Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 1/finig Code EMIN or Data tote Data Pemmno Da FLMOM1 IYaa Version Manufacturer Contact Endlnea8 License Validated By Validated Submitted FSC Approval Approved status 20 20 Date Parasol g1b � ardw or Leh goat Deb Pass■ m Revision 2017 Lomfl Inc Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE OVO9/2018 12/18/2017 04/152018 06/122018 Approved YJkkod ANkmlad FBC Actual Approved Abate mm Vand Ma0ukaww a.L■no Vaadaad av Validated Adiliniftsfil FSC Approval AoproILd abhor Category: Roofing (501)982-6511 PE-31242 (717)317-8454 1011012017 10/102017 10/172017 121121 17 Approved Rsvdbn 2017 Florida Mad Product Inc. Clark Jones James L Sucker, P.E.@ Mid" John Rarer. 10/282017 10`0511017 10272017 12/12/2017 Approved Subcategory: Roofing Accessories that are an acarter@lomanco.ccm Cosaill Roofing (904) 783-0400 CSUCK EngMeefkg P.E. Integral Pert of the Roofing System Subcategory: Roofing Aocagoreas But me an esrk@8smalix eprn PE31242 (561) 414.7557 Compliance Method: Evaluation Report from a hnegd Part of Me Rooft System Florida Registered Architect or a Licensed Florida ComplYrra Medial Evaluation Report from a Professional Engineer Fkxida Aagbbnd Architect or a Licensed Flodde ', Probgkmal Engineer FL:#i72g2 R3 ProddcCs - .. Quality Assurance Approved for Use Approved for Use Impact pesldn Sad.# Product Model. Number or Name Product Description _ Contract Emiration Daza In Hi Outside HVHZ Resistant Pressure Quality Assesses Approved for Ace —ad for llr h ..d 210■ 1 Deck -Air'- DA-4 Low Prone, Polypropylene Plastic, Roof Val 07/102021 No Yes No-97.51-97.5 Q1aYwf Assurancof A Accounted for Use Jpyyg Dook n Apnrovsd for Use Alac■td,for Lim I.Pac[ pankn ffia Prod.atMmdat. lrurhbar or Narrr Product Macheniceliy Attached to Plywood Deck, Ann Proor atsaeet. Number ore Th m. PredotDmcdodm Contract Excinstion Dole bLaA1Z Oktd& KvW BohbW Pressure MA Proegee MedN.Nu beror Noes pradled Ilkeendd., Ill HIM NVHZ turd Pressure 3 3- FLAMC0&quotRV 10 Rldsa Vant diet AWminum Ridge VenblofP troo/s orb Mated 12fJ1/1020 No Yq Na NfA 3 TAMCO kit -Ridge Reef Vel with eNlte 26 ga. stale roof y UWN with Integrated baMo Owoor202g Yes Yes WA NIA 4 TAMCO Round Top OSRili Vent with BeNb for Tee 26 ge. dark, roof wmdk lor with bef8s OGOO12020 Yes Yes WA WA from 0.025' Alumhxm Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1202620 Product Approval Application Detail 2291 S: ill ill Iiri++N or 2111 Date Daze Pent ino Ded. Mal Version Manufacturer Contact Engineer & License Validated By Validated Submitted! FBC Approval Approved Status Revision 2017 Boral Roofing Anderson Robin IAPMo Uniform Ewivaton Gary W. Welker 10/182017 1 D/062011 10212017 Approved Category: Roofing (801) 380-6091 Services LLC. (205) 854-0180 Subcategory: Rol Tiles RobinAndamon@boraLco Compliance Method: Evaluation Report from a m Product Evaluation Entity FLitims- (A7 Products - -. - •' , Sea# Pr otluct Model. Number or Name Quality Assurance Product Descnolon Contract Expiration Daze Androved for Use Apurovedfr raNY!!;i Use si a Outside HVHZ IOpact Res rand Pa§t■ Pr pours Bill a r o e• Mato, n ee NIA N/A 17 Saxony 900-Country Slate, Hartford Slate, Shake, Slate, Flat Prole - Stockton, CA 12/312020 No Yes NIA WA Split Old English Thatch 18 Saxony 900- Country Slate, Shake &amp; Slate Flat Prole - Henderson, NV 12/312020 No Yes NIA WA 19 Saxony 900- Country Slate, Shake, Slate&amp; Split Flat Prole - Lake Wales, FL 1213112020 No Yes NIA N/A Shake 20 Saxony 900- Shake &amp; Slate Flat Prole - Lathrop, CA 12/312020 No Yes NIA NIA 28 Villis goo 1Alle 900 e um no - eriver Medum Profile- Lake Wales, FL 12/312020 o No Yes Yes NIA N/A NIA N/A "Mail Sot Iles Y901on kwnukaww Revision 2017 mid Buiding Component Group Ina Category: Structural Components Subcategory: Trues Plebs Compliance ill elhod: Evaluation Report from a Product EraWeson Enay K#IMMPmdt Eon! 2 ITN SC(NAOM Hags PINS PLa2i87Ra 2m LM VW- LI■Idaglim Revision 2017 Mnak Industries, Inc CNssal Structural Components Subcategory! Truss Pates Cemoloms Method: Evakutlon Reporttram ie Product Evaluation Entity aLa2197#a Product D.ffi# Product ModoL Number or Nara 2 NO 1s Search Sitl4■ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pepe 1 of 1 115=16 Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 120/2020 Product Approval Application Detail loom Code owes Date "a Parvenu Data ljrg_a Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status R.Yelon 2017 Global Protacfion Products, LLC. Tim Robinson Welter A. Tlllit Jr., P.E. John W. Knezevich, PE 09/062017 08/312017 09/11/2017 12/122017 Approved Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Subcategory: Storm Panels tim.robinson@gppent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :. 11#15078-R5 Products OuaIIN Assuance Aoprovetl for Use Approved for Um Impact Psalm Sap # Product Model. Number or Name Product Description Conrad Exoirailon Data In HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Slam Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/312020 Yes Yes Yes NIA a no by tracksto provide hurricane protection. "92040 Eoft car tit no Gat pmwin l 2111 Sank Contact E■Inw & Lkthac ValidaMtb. Subm fed FBC A� Aogmld awn IYW. Yanwn Llamdac6■[ Stuart Lowle ICC Evaluation Service, LLC William M. Ranters, PE 0W1912017 OW072017 091212017 Approval Revision 2017 ITW BMNirg Components Group Inc. (847) 91B3473 (407) 681-1017 Category: Structural Components sbw4®agloolWoom Subcoaga :Tres Plates Compliance Madinah EvahutMn Report from a Product Evaluation Entity CWwLABlaaeo Ascertained for Lisp Ascertained for kt lamaci gacwn Product Dmdobm a.�a in outside HtQS Resistant Pressure IIaca Product Model. Number or lame MNal Connector Plate 120312022 Yes Yes WA WA 3 nW BCG/Aov Tntbx Florida Department of Business & Professional Regulation Papa / a 1 Building Codes and Standards IMMIS Product Approval Application Detall IRa2+974t$ Colded aLicaras Vatkbbdrly 1 ld Wd ANkm ld FBC A■[inlal Approved AM= LM Ymwn Liamda■■[ David Wad ICC Evaluation service, LLC ICC Evaluation Service, 1 Wi9r2017 10/19=17 10/22=7 Approval Revblon 2017 Mnek Industrial Inc. (314) 851.7480 LLC. Category: structural Camp rr ant dwaremtl.cem (205) 599-NW SulaCNslial Tux PMa Compliance Method; Evaluation Report from ■ Product Evaluation Entity n&21974M Prodiwt S UEM Assumes AI■»■dkttwt Aoproved for Uss [moot gown Product poserhAlon Contract Explindlo, Dift In HV i OL41WIAM Rsakftrd goon Mal Product Model. Nu lix r or Name 16 go. Iran connector plots 01101V1023 Yes Yee WA WA 3 MriSHS Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 120/2020 Product Approval Application Detail onommmgAtmgmm Code Date Dde Pending Date TJCPt Version Manufacturer Contact Validated BYNiaated Submitted FBC Approval Approval status Editorial 2017 Weyerhaeuser Rob Baldwin ICC Evaluation SeMce, LLC Ian Lehrer, P.E. 04/01/2019 0322/2019 04108M19 Approved Chong. Category: Structural Components (253) 924-6476 (608) 839-3268 Subcategory: Engineered Lumber Robert.Beldwin@weyerhe Compliance Method: Evaluation Report from a euser.com Product Evaluation Entty Quality Assurance Actual for Use Apbrovedfor Use Impact Design 8-0 # Name Product Model, Number or Name Prodil Descripn Contract Expiration Dole In HVNZ Outside Ill Resistant Pressure 1 Microdam LVL Laminated Vemea Lumber 03/312021 No Yes NIA N/A 2 Parallem PSL Parallel Shand Lumber 03/312021 No Yes NIA N/A 3 TimberStmnd LSL Laminated Strand Lumber 03131 M21 No Yes NIA N/A 4 TJ Rim Board Structural Composge Lumber or Oriented Strand 03/312021 No Yes NIA N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA WA FLrH66-11102 Roduds Sep# Product Morel. Number or Name 1 Hlgh Stren8lh Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pig.+dt frsrlale Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1f2GQ020 Code Entity or oats Data Date Pendino .DDA... i7A1 22a TTVD- Version Manuracurer Contact Enalneer&License Validated By Validated Submitted FBC Amroyaz Acorn,ve Status laps arid■ MaIW(ilasML Revision 2017 Al American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. IOM8/2018 10/18/ZO18 10232018 12/1112018 Approved Revleal 2017 rf W Building Components Group Inc. Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 Collegial Structural Components Subcategory: $tam Panels mikeb@allamerlcanshutte BabCategoq• Trcea Phase Compliance Method: Evaluation Report from a rs.carn vol a M Erilustlon Report from a Camuct FlondaRegisteretl Architect a e Licensed Florida Product EYelaam Entity tion E Evaluation Professional Engineer FL0786942 Prodrds -- P-MOMM Products QualityAssurance Approved for Use Awful for Use Innoact Deslon suss Product Modal. Number ter tame sad of Product MntlN. Number or Name Product Description Contract Exoliwilon Date In HVHZ Outside HVHZ Resistant Pressure 1 RW Bf.(ilAWW Higher Strsfgth (H Ilion . S) 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12/312020 Yes Yes Yes NIA Fla.1n"" gnft.9L oils ga.. DGW 10 220 Called EmimxlLLlsonse, Validated lk Yt#Oabd Dry FWADDMVW AMaovd Aka LM Version M nuf,,tl— Stull Lewis Kx Evaluation Service, LLC Wmam M. Renton, PE OW1912017 0207/2017 09/212017 Approved Reveal 2017 ITN Building Comporeal Grace hhc (847) 918-6473 (407) 881-1917 Category: Structural Components slalloeabinekw.com SkdCaiapery: Trues Plsaa CoraPfi— Metliod; Evolution Rspon from a Product Evalua9pn Eatky "999,M Produeb 9ualAacuressae Ailearganad for Lim Aoorol forUse Indeed Dolan Product Doscortallon central E■Imd-096 1,HVNZ Chutskis HVHZ Backaot FOYYQ .Duos Product Motlet. Number or rams Momi Connector Plate 121312022 Yes Yes WA WA 4 I TW 110WAWN Wawa Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 11,541014 FLONS74" znft or 20 20 gal gag 2e911 Centel Ell Lk— V.1 aY By YaedMd %&ill Yd FOOAjamoal Aaafsxd Aunts DIM Yampa Mmufactum David Wart ICC Evaluation Service, LLC ICC Evaluation Service, 10/19/2017 10/19120117 10/22/2017 Approved Revision 2017 Ish7ek Industries, Inc (314) $51-7480 LLC. Category: Structural Components dwort®mii.com (205) 599.9800 Subcaegory: Truss Pion ComOkm Method: Evaluation Report from a Product Evaluation Entity FLaN974x Product Goal Assurance Assigned for Use Ailecroal for Um lm■Fi gown ho HVHZ oulowtResistant Pfl 124E Product NoM. Nurrilaw or Name 18 ga. high stranplh trux contractor pies 01/012023 Yes Yee WA WA 4 MT20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l oft Ii 1/52018 Endliv or Ra 20 Dab Fascism Ra Contact C0d0 seer I Lk� Validated By YdkLad Solenoidal FSC Actual Aafapind AN" Shan Luaus ICC Evaluation SeNiw, LLC W10hm M. Ranieri, PE 011119=17 g8/072017 09212017 Approved (847) 9186473 (407) 8814917 ebwle@apinalhv.cem QuialAssurance Aggrieved for tko Antingtod for Use IM= 21WM Product Dwxrhgbn Control Exchadon DO, Oubitle HYLQ in HVHZ !k.!!owd Faawa Meal Connector Plate 12/311= Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 N I 1151 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa i d I t/srm+s EDMnor 20 Dab Deb Peralling gab 241111 Etd k or flab 20t o b Poridm Ra Contact f.Dahmc&LIayalktebdav Validated auhbhld FECcAncrand Aosroed Am" St■ version Manualecomer Contact EoabotiLk— Validate@1t Validated tit mint F84A■tmrri Aooroved aum SWen Lawlo ICC Evaluation Service, LLC vital M. Ralorl, PE 09119=17 oliffi 017 09/21*017 Approved Revision 2017 MITek Industries, Inc David lived ICC Evaluation Savior, LLC ICC Evabatlon Service, 10/19=7 10MOM17 1Q22/2017 Approved (847) 9184473 (407) 681-1917 Cabpory: Structural Components (314) 851.7480 U.C. slow scispkulhv.com SubCobs": Trues Pleas deorlillmit.can (205) 599480g Compliance noticed: Evakortion Report from a Product Evolution Enefy Quaker, AsnuaWa.Approved for the Aoureved M Iles 14.0121117411 Produces product Do*Cffgum cor*act Exabation Date Mini gall RobbO Plac■L4 Ala Product Modal.Hotelier car Name P1bw9t.4acatlaswnIllegal Emission Ode In HVHZ outdo! PmMn4 Metal Connector Plate 127312022 Yes Yes WA WA 1 M18SHS 18 ga. super high strength Wes connector plate 01101=3 Yes Yes WA N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards I/snola Product Approval Application Detail FLata74us Enft a Ra 299 Deb Penciling !k■ gook Contact En k—aLba Va#da W IN Validated Subtotal F110Aoamiul Aao®ad a m& rams Yadm Molltacp■t David 1Mert ICC EveltulWn Service, LLC ICC Evaluation Service, 10M92017 101" wil 1022/2017 Approved RavMi er 2017 MITek Industries, Inc. (314) 851.7400 LLC. Cadagol Structural Componens dwert®rrdl.com (20S) 59&9800 SubCaM": Trues Plasse Complaint* Method: Evakkod on Report from a Product Evaluation Entity HAH111 MProducts awgw Aoamrd for ties Approved for hoped gaawn P In-lKtlZ 4l6lwo HvHZ R96bdW Pressure. Daps P[4 tYodet. NumberwNsrne 20 ge. tmx connector pate 011012023 Yes Yes WA WA 6 Mf211i1$ Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Building Codes and Standards 1202020 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail FLa1T744M Quality Assurance Approved for Use Approved for Use Impact Design 296 Ea#pC-gt Product Description Contract Expiration Date In HVHZ outside Hi Resistant Pressure mm YlOwn LY01difigh■L Counsel Endwtlr.a License VetAIm be 4, 6, 8, and 12 inch wide lintels 05/212022 Yes Yes NIA NIA Revision 2017 Commercial Concrete Produdo,lna- Robert Gals THUY H. HUYNH John Hoy Collegial Structural CamponaNs (813) 6593707 PE-80122 (352) 5S 5311 SubCMoaory: Products Introduced q a Rel of pwaelpabraystoaam New Technology Compfl M '- I :EvaluationReportfroms Florida Registered Ar&bd or a Lkxmesd Florida Professional Erg"or Fta177441a Pmdtw% Pops 1 of I 1=18 20 gab DabPand■ 20 Yaid" LU AApprovedAO M 3itlhb�tl F 10141 17 10/132017 lo/2a2017 12112/2317 Approved QMIIKAIEIEM Aeuroved for Lim Aterwad for lets tnnv9t 22lan Dana InMimi RMMM track■ 1 Ouid lyPreogt or Commercial Connate Products Praxis and PMs"uW Concrete Unteb 08/26/2024 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pare 1 Of i I I I/&/a118 &dk cD 20 gag Dab Pwwkm 20 contact I!n h—a Lk?e!>g Validated av Yagdod allligillild FW Approval Aponsve l atak8 David Wert IOC Evaluation Service, LLC ICC Evaluation Service, 10/192017 10/1912(r17 1022il Approved (314)851-7480 LLC. dwart@mil.kwm (205) 5994ew AoawW for Use Aoacgvd.kr Use IMDmd DNI■ 20 Us. high orini thus connector pate 011012023 Yes Yes WA WA ^W W C/, l /t �{! }, �e U L L Q�( O O C CV O O O W CU i F- � � .� �� /�/''�� VJ Z Z LU J mcn ■ ac CU C: ■ a� CU U ■ aaaaaaaaaa� O'^ilea1i U) O L— CL CIO CL C/) U O V n- V w C G Q Z Z a _I SHEET NO. PA 1.2 a R