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HomeMy WebLinkAbout3188 Nubbin Ridge Lnr ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass P M or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height ;;HWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space 3YP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry --B Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory -.'EMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. T HIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length •r0B 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 'rOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum 'rP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet 'rR 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 tubishower) 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 orVert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd EXP or Exp. Expansion Pl. or P.L. Parallam WDW HDR or WDW. HDR. Wi dow Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin, Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. C;LG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. �C SH�,t� tip ltksco'i Ism .Iso 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. H L 0 � 0 0 [1� Z N J tJ'f z ^ 1 � o VJ 0 /-J V% Yn L" ufi.c -O w c E U —m ® = o '1 U t a • N N NNON o w z Z F ��� �o W LOU� mLLg R a 0. �011l/j ZLL �� m Q .C7 •�•C).A R -ES .�1�•. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C,� o Z E a iv Q E E ca V ppO O O O E CD rp N � L aZ °d e o ao w mf yN O Z0�� J i9 •• aw 2- 0 a= U s� C O 0 L � N m R •T- z o LLB T i 0000 N T ui Z r C0 M CV N � c Z c y E O ycc m a v v -J Q o c JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. C S CD v a c 3 tv- 4 N E S i t� pU V I CL a x ti 0 t2 oho 0 a N d S W �IIC]Ii1111111111111C]��IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]11lIIIIIIIIIIIIIIC]IIIIII��I�IIIII::IIIIIIIIIIIIIIIIIIIr MM �_ o O • - CARPET O . �.BUILDER O �■ ,• TO PROVIDE 04 APPLIANCE 0 PROTECTION REQUIRED - GARAGE 2 1 1 1': ta_r �!l►1�iJ , • CARPET Cr I �Il�ll�ll�ll�lll�llllllllls �WHEN I■■L� - WA �� ..■■■■■■■■i■I t� ® ■M ii:i1MLLMMMMMI ■M�M■&NIMM-■1■I . - • to FAMILYco • CARPET HANSONDRYER VENT A.F.F. \,8B EDGE OF SLAB 2" BEYOND WALL I/X - NI uj • NOTE: FINISHED VERIFY IN FIELD. ii `010 1••1 ■ P'I IIII■ - STORY u co O ■ ■��■ �� 11■ - ���� 2:12 VAULTED CLG. ■��'!FLUSH. WON PIP Y ■��■■������� I 10 1 M re 6M. Ena 0■2 0 N1■110■T■■■1 166 IF ' .■f�fiif■�f�fl�l�fiil �IMMMMMMM / JIIIIIIIIIIIIC]II1i111111111C711111111111 ®I ■ �PATIO. CAFE . -'Ar © 0 �11111�11111111=1111C]��1111111=11111111111111=IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIC]�1=111111111111i11111=11111111111111111=I�C]1111111::11111111111111111=IIi1i1111111111=IIIIIIIIIIIIIIh BEDROOM - - T - ' LE10 IN . o rn : : = ' 00 in No ������■■�■■■■ 1■■■!11 R, F■■01 114 1F11 BEEN I F B� EGRESS EGRESS A OS3 O 15'-1 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 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 20X26 18}X25j S.H. 13 20X38j 18jX37j S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 18jX624 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X25j S.H. iH3 271/4X381 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11­15 274X63 26X621/2 S.H. 11­16 27jX72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 i S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - B1 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 OF +26.6 / -32.2 O SEE SN SHEET O 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 �IIIIIIIIIIIIIIIII - .r.,. 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 1'B1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: 14 "=1 r-0" (GARAGE / LIVING) 0 a 0 z z � z g Q d N in z (3) U Cz LU 0 u, N L Uo U rz C • CM N N Z WNZU z �. Qv a ua p W m iALL F. > y Z3 Lu Z 0��m a _0 LL Z `Fii►i /// 0. �O Q Gj�� R O F E S S eQ ��<< lr°iprfl�t!lE4fE� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O co M o w Q Q E =o �� �i z0 U � ao oa w 0Mz z L °dZ O WZ 0: ram COC Q p �Y w f mo =LL z <n J � aw �zZ 0 W $ �o 0LL Z W a zla Ov 3 c O 0 ^L, W m n/ c '>cc I� _ O N T} _ 0 T r i 0000 N r 6 E oo - M N N c Z z E O y E a U � Q p JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 1.0 0 co 4 00 F MIRROR L 14L Cn AL IZ OWNER'S BATH KITCHEN ISLAND OWNER'S BATH KITCHEN 0 00 KITCHEN BATH 2 0 (V INTERIOR ELEVATIONS L 0 0 0 0 U z z z g v a 8 N z )OUr L, N c N � V� o U mQ Q `I— --N tp ;. U)zm§- ■.� U, W Q � � 3 w Z 0 -F "�� 1 Nlry4 $ Vag\ ~ Z yi $��// Av � .O ••, V F ' MID .'� ►� ._ Q 4 F "R O F E SS\O t �� 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. M o LL E U io 5g f » oY Q z N 0 O N Wz o ao ww OgU . w TL a> wg <g �� mo Z rnC J xOz 11 ` >iw W <m 81 1z NW �z g z o Oil 0a o� c 3 c CD0 m ^L' W C .-. O T _ 0 •T� Z T T LO T i 0000 N c0 T ui Z T M N N c Z IDN o is a U Q a � JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 2.0 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� HEEL T.O.M. HDR HGT. — — 12 �5 12 D❑ TEXTURED p CE FINISH ON IOUS C.M. FINISH ON C.M.U. co (TYP.) I F.FL.----— — — — — — — - 12 5� PZ11 +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 �5 T-O" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS SILL PROFILE ELEVATION ODECORATIVE SILL FRONT ELEVATION - B1 SCALE: 1/4"=1'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED _ CEMENTICIOUS °D FINISH ON C.M.U. it, (TYP.) F.FL. LEFT ELEVATION - 61 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF Is 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 comice 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 / SO. FT. 0 0 0 0 Z M z J d v1 z �0 � � � A m �Q N O � N N # 00 Z J o f w w 1W w a! °-ul Z �rrrr,��� z ••■p ❑ . Cif • o Q �O AR O F E SS\O� /�����'•rrf111111110M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resklential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co w z LL E O z sg >� iR zo Q E (J — �" j V o< a 0 S� z N r0 w Fi w • rp N � a�i z '8 <W g ]o a W U wLL yw liz MJ o z �a f .'o 3 zI� v c O 0 ^L W N .•. M _J O N CL m ■�W V ■� Z LO T 'Cr 000 N r m z o M N ' N o ? c u) E C)v v ate. Q o JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 3.1 c a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS W ,, 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —\ SPECIFICATIONS v i T.O.M. HDR HGT. --L- ---------1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) FFL +3" SMOOTH TEXTURED BAND 1'-0" 12 7'-0" RIDGE VENT 5� 12 5� --4' OFFRI 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. -0" SPECIFICATIONS ---------- - - - - - - - - - - - - - - - - EXTENDED OVERHANG TO TEXTURED BE CENTEREDon CEMENTICIOUS ON DOOR FINISH ON C.M.U. (TYP.) 14'-0" RIDGE VENT 12 �5 REAR ELEVATION - 61 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------- - --------- 1,-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" (TYP.) RIGHT ELEVATION - 61 1/4"=1' 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 1r'3W 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. H L 0 � 0 0 CD z z z g Q.- ry (nv)X z a4-J y 0 O W W _U 0° U _ • N O P n .! w LU a {L W O Z Aft�l/ iild<f� ILL m ? Cr _/ V `. Ir ; � h* O � , V '• r Q� ;?OF 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 shuctural engineering portions of the drawing pages bearing Engineer's signature and seal. �tc7o�� �rj z 00 w z J o _ E O a ® N U� 0 o 0v g< N<Z < �z WZ w m O f mo za W 8� a2 �W g -Z it 'fit ° U 3 c 0 L CN L.L 0 v� N ^C' W m ac � 0 .� Z T T LO T oopo N T- E z _ N M ^ z M a E O w rJ 0 Q p c JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 3.2 211 2" *NOTE: VARIES 1'-10" 1" CAP CAP N 1" N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY ^ - rIN 1/2" RADIUS 31/2" RADIUS rr� io N � � COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" 2' DETAIL TO BE BUILT W/ STUCCO. ^ N 3/4' RADIUS a 1'_ a' � 1" 1" 1/2" RADIUS N EDGE OF 1" 4" VARIES '•r =IN 1'-0" 1- OPENING _ VARIES b 22" VARIES 1-4" -' N 12 VARIES SIN 1 1/2" RADIUS 4" 4 4 42, �----{' N 5� 00 2" (i 2 1/2" RADIUS L r co VARIES 1 1. 32 11" ° 1" _ N Ta SIN 3" 211 2" 1 1" BASE • BASE Mile1 „ 11, 1, �4" a 11 -8„ �11 Kim • 4"N 1" *NOTE: VARIES 8" 2"FOAM 3„ TO BE USED ONLY WHEN 19 REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"J� = 1" DETAIL TO BE BUILT W/ STUCCO. 241 EDGE OF OPENING • ' 0 1-1/2" THICK 1-1/2" THICK 4" 1011 �� LN 21,1 4 _ d• 10" N z =1v r r q r 751 � =IN HIV f� 4" " N 2" 4" 3„ 6,1 2„ 2„ N w_ w_ ^M 1-1/2" THICK" 244" 4 s 1,-511 5� =IN N = co _ `7 ? 11 yll a 1" 1 Z" z VARIES VARIES u 22' cc < I VARIES VARIES 4" 8" rl ' 111 321 Iz �N1 N--------- N = I W z ��a r 6" 4" KEYSTONE F11 o� OPTIONAL KEYSTONE F11 00 OPTIONAL 49 2, 4" GARAGE DR. OPENING 4" 311 a 4" WINDOW OPENING 4"" 2' NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH eon • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 11" 1'-6� 11 i a a" a 11i 2' 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-1" 5" 3'-8" — 7" N 1" 4" 3'-0" 4" N 101, 1,�„ 101, r o 00 - � CO '\ (V 4. 1" 0 z r N 1" r _ i R6Xb CV opo;T • 5r* 1 " ip•, - 12„ 1 „ ;it N� O r 1'-1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) / I • ACRYLIC SAND FINISH 0 O O �7 RJ -- C4 z N f7 z g a d N 'z'nC1 V LL X w r V) Lr c V) = § o U 00 o g 1 U • N N rn # Zp U) c. 1050- a 82 t 4 Q ALL" �z . u% - a '� � g LL C g - �i o in N � � m W Nr o LJLZ O V 00 O N C O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cn 471) w z LL E wo �� �0 s >m z• Q 0 H wz R0 as °a U° g� Z o N <= �d$o W W • ra Cj U Nm m0 o az Z ZCn _ � (3) J > aW °3 aZ Z�z a° W n� OLL as NW CD a 0 •� O ^L, W N C t\ co -j O 0 N ^Q A /11 m M0 C 0) � V ■T� Z O 1 N r 0000 I� ui W y. M (� ; N y r, o Z z E O d E a L) ¢ o JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Owl, 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 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P9 PUSH BUTTON SWITCH (OPTIONAL) 200A INDOOR PANEL #14 copper:: lights & outlets NEMA 1 #72 copper 200 AMP to 20 amp clos #10-2 copper to WH #10-3 copper to Dryer n/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM4 Tonn Bare Cu Ground BONDING4GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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. PUSH BUTTON SWITCH - DOOR BELL L- ` PER SPECS T SD SMOKE DETECTOR to CO CARBON MONOXIDE DETECTOR AC PAD \ —_ CM GI SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) Pf I I I I I I [I I I I I TELEPHONE (OPTIONAL) qp 0' DEDICATED RECEPTACLE USB TELEPHONE/USB (OPTIONAL) Wp H.B. FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH �22 ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH ct w MMO MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" O 0 O O z z o v J t0 !i N _ M z V to CD = LL L LU w � V1 E � o w 12 E O 8 U o • N tJ a W 23 � Z :1 E d G M A LU N r LLN OF 08 U 00 rn 0 N M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Z LJL z n oo > aR Q E OV wj °` zo oa WX g= Z O N � L at3 °do ao o 2 wz a� w�i M°Z C pY y� °LL 2 N J gN 3 g o8 .1w W U �o N LL r 1CID 00a� 1, 3 c O 0 ^L' \W ca N O m T 0 G) T .— Z ,— 0000 N L0 r T hi m M N O y ^ d Z Z m E E v :3 c n U _j Q p JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 4.0 85 19. LR ATTIC VENTILATION CALCULATIONS - 131 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 SO. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) *"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: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. 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. 0 CO 0 0 0 0 z z J a 8 M _ to z U � a--+ N � w � U a 0 LL, (N c �N � � o CD 8 c CO 0 I S N ZM�c a a wg w Wau N •a�f y �' SE •• O F Go qOFESSk FPr'` 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 str a tml engineering portions of the drawing pages bearing Engineer's signature and seal. co O Cn Cn N Qz w z Z K OCO 0 aa: E U OC O'zY OoQ Uo p N t i¢ z g z Z ram+ -. C W J Y 0z 2Wn Z3 z g r aZ �G J w� 0 slit U 3 c O O i» nL W M N O C rn N m R ~ � �--- 0000 N r W N iri 0 2 Q. E O w U � Q `m c JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 5.0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 55'-10" .1 '-4" 7-10" UPPER 1/3 OF SLAB OR FIBERMESH V-6" V-71" 6'-48" 6'-0" 6'-0' 6'-0" 6'-0' 6'-0" 5'-2$" $" REINF. SEE PLAN. TYP @ 1 STORY U.N.O. , A S3 H.B. +-- -------I :----------+- --- — —; IZ ° ---------T: — -- r BUILDER TO °Q I 4'-0" 12'-1" PROVIDE APPLIANCE (2) #5 REBAR I PROTECTION VERTICALS w/ in WHEN REQUIRE D I FILLED CELL I PER FBC 35`-4" 201-6" 3-1/2" MIN 3000 PSI CONC. c SLAB FOR HERNANDOOF iv I I J I COUNTY ONLY " '' S3 T S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-7" 4'-9" 4'-10" I VAPOR BARRIER ■; —CJ GJJJJJ —CJ 71 a, 5'-3" 1'-10" T-6" � T Cl) O I : c I o) N I .............. ..I ... tOPE Cl) P. W T. D -31/2"e2,_6"x2'-6„X1'-0" FTG3 ; W/ (3) #5 E.W. �._ _._ �� T-5" SLR 7'-1" (2) #5 REBAR T ■ _ (' 2'-6" x 2'-6" x ' I iv AHU ( I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY A U.N.O. �S3 K CC I S3 S3 ici FILLED CELL I CJ I I — — —I ,- C ./ , 0 ........ °Q 25'-10 8" 9 _" 5'-0" 80 � � 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI I i i I 'n CONC. GROUT FROM FT. TO BEAM PROVIDE Y2 x 9 W/ (1) #5 REBAR VERT ABOVE SLAB % RECESS FOR FRT. OOR I �-4" I SLOPE I L `-Q o 4'-0" 4'-4" 4'-6" I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONCJ PAVER T BE 4" ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'.0 BELOW FIN. FLR.::: ■ : ■ ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION I ::::::::::::::::: ::::::::: :::: STEEL" :::: ; ::: - . .� .� .� ....... — — — — — ,— Q ;n 4._0, STEPS AS ; I i 16'-10° PROVIDE 1 y" RECESS i i / I I 10" c r :12' 10' REQUIRED FOR SGD. REFER TO KITCHEN ISLAND PER FIELD MASON'S SLOPE FORLOW WALLS OPT. CONDITIONS ■; WIDTH CJ I ------------� CJ REF.:: -1-CJ CJ CJ-�j ■ r — — - - �-�-i------ ----- �— __ _ rt .7 - - - - - - -----_---- - - - :- - ;: j� -j CHASE TO ISLA D ° i TYP@ 1 � C .,,.... 10o I t I STORY U.N.O. iv o o S3 I i i� I I D.W. I I I .. ; I{ 1 A °° _I I i i I �� _ _— �- - - I I :: 1I j S3 'n v to to I 3 1 /2"Ile I i SINK I DISP I t � 0'_0 16'-0" 2'-943- 6-10" ..... I :: • :: O I � I I ; ; I .. lltj r .......... .... .. L:: ■............. �....:........ �............. �....... .�.............. �.................: ■... ............. ... .............■ TYP @ 1 STORY H.B.I U.N.O. S3 1'-9g L T-28" L 5'-0' L 5'-0" L V-10" T-10" L 6'-0' L 6'-0" L T-10" L 2'-106" L 5'-11�" 5'-0"L 5'-4" FOUNDATION PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w� w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;� �-#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER 'BAR t ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. , • �, • • f"-P **Alternate: _ The reinf. bars shall be . •, • •. •, • •. • •• •, • •. •, • '• cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 v � N z � Z n a- lV to Z U� (D 0 w 4 cl- r— _U m 0ION _ I N N QIlk Z 0 � N � •t F Cr h "� o `.arfl��O `......-- �j f E'S'S 1 -��4��`., To the test of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Resldential 6th Edition. Engineer's signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M w E o ag �aR ZQ Q Z E o< 0 8 mO UYU Z a W "{1 g ° a W w a C O O 12 J L '> W M N co O m r p) Z T L , r 00 00 N T E N r M z M C m a E o U -j v :: Q a c JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 6.0 9 UPLIFT CONNECTION CROSS—REFERENCE 7/26/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. t 18 10dxl-112 HTT4 2715 5/8" ANCH. t 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-1/2" HTT5 3225 5/8" ANCH. l(28)10dxl-1/2 K H * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 ' 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7 * 6645 5650 7t8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I LIS26 1165/1070 ** 1005/91 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550/3335'* 1335/2820 *" 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MT W20 1195 1005 14-1 Od x 1-1 /2" U MGT/MUGT 3140 3140 22 -1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4' TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 1 1/2" ' MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY '** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) ) (A) (•• ) (+ 1 OR 2 PLY CARRIER 1-M 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) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED L FOR HIP PLANING TRUSSES. R1 �- STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS RRRR��EE }} 1 OR CONT LAEDGEE2� .�A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4 a=1 a-0" 0 0 0 U z z a � �N z .�o fir, w � o LU '® S U if • N G .N. W a 181 a r•� Z , NU0 W �` N M •.• •� • I_ • 1-� , 6 U i ••• p T. Eg�tO �t To the best of the Engineers knowledge, information and belief, the structural plans and spedficadons 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. coM M y z Q LJ- E as sH zp ww O E n� � U O � z w N pip z Cj3 qzz J m� O b 2w o W gW _ a lG Mj Ow ao 8 r 8, c O 0 L � wM N .-. O C v� N � m � t\ ~ ICY) fir} Y 0) •T� Z O Lam /r T 0000 N r hi M y �M N N N o Z z E O42) E JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 •0 a vertical load Safe horizontal load — I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0: m 81`44 1B/1T81`401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOUD - N Q O � J �U O #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. C C C C ■ ■ ■ ■ ■ ■ ■ ■ - - C i = EM e • • • • -a C P C gni MC _ • • i on ■ ■ ■= • • • • • • • • • • 1 YYt UtJIUNHI IUN #SREBAR MIN. AT TOP (1) REQ'D ALTERNATE POWERS F = FILLED WITH GROUT /U=UNFILLED CLEAR STEEL LINTEL = R RECESSED QTY. OF #5 ° a REBAR @ BOTTOM ° OF LINTEL CAVITY a ° M.U. #5 REBAR AT TOP _ 44 ° MIN. (1) REO'D d 1.1/2" CLEAR .D 8F 16- B/1 T ° °a ° GROUT D a a F ° d C.M.U. NOMINA QUANTITY OF #5 REBAR AT ° 5 REBAR AT x - m W i ? WIDTH TOP • D ° BOTTOM OF LINTEL CAVITY a d - w O to Lu NOMINAL- or roM o CIE $ " HEIGHT REINFORCING ¢ C7 7-5/8"ACTUAL PROVIDED IN p LL rJ D i D 5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTELd � 2 S �. AS INDICATED (VARIES) v~i o o d MATERIALS `-16 GAUGE POWERS cTf' precast Ifntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4, maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturers specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A510. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O O 4'-6" ILL 4'-6" ILL O 5'-10" ILL LINTEL PLAN SCALE: %4'=1'-0" 0 O 0 0 U z z n z g J C7 d N U UJ •O W tN c In (13 U m 2 8 U c w i • =Q Q N N v y � LYa, W V Q " c • Q ❑ 1 �� fb.°° F1. Q�OFE S5\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 end seal. M M LJL E zo oLLz• s >m � V F6 o E k'� oU O 6 .0 oa w¢ U 8 Z r0 �d wo w Z ¢� O Z C yJ WY UU HO OLL 2f >ZZ J (fj�1 U7 3 �m 2 .atl p2 iN Za aO W U *o U W �k mw �_ >�x C O L � N .■. -� O vz N CL m '� c d' O r CF) ■� Z LO r T 0000 N CC oo ? Z C E O h E u; U c iL Q p JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. 8.0 3 0 rn 0 L0 i rn i m z v x N 0 J CD rn Lin rn v i rn 3 H a rn 0 E x c a� L= S 0 c 8 J• 0 i a 0 0 q a> Lz rn 0 M 00 0 a rn N I� 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 "LIQIJID 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 �. T , RESPONSIBILITY T VERIFY THE TYPE TREATED WOODS E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTAAC OR,0 PRESSURE EA 00 SUS C S OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXR.MPLE, 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, FART 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 ROOM:' �, BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DE; CRIBED 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 BO-TOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKI VG SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECT ON 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 5EMS 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/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 P THE 0 L F N 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2' C-I-P CONCRETE NOT EXPOSED: 1 1 y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131N 10d = 0.148 12d = 0.148 16d = 0.162" . 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 tr�atment 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. Irrig9ation/sprinkler systems including �all risers and spay heads shall nbt be installed nth 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 C ncrete over and mortar along the foundation perimeter must be removed be re exterior ssot 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 extgdor 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V =140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED V RED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a 0 0 O Z .-. n z � Q 2 N z to = 0- N 0 w -a) l/1 c o U r° ' w o = U 0 N_ N 4D o n�; MRMZ 8 awzc'e �ag -.1Im 4IC;g ^ziCL: LU IWZc� �"m O�m LL W '\s, � � U� 6 U . tv(CA FI`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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. m w Z M zo a WE z 30 oa Z N � It0 It¢� o� �< ww w L ry N C 6 Z �jY m 0 OLL z J 3 4 " g z 5u a W CL wLL WF O O wa � �05 a _< s c C:)0 V L >cc ' � N O QC rn N s r 0 Z �- T 110 r CD 0000 N ui 00 c0 CV)N N c ? Z E CD N E �° m a U _j Q p JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. S N J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 uJ 15/32" CDX co 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ V 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + + + + + + + + + + F+++ + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 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 _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 1 Od nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY' GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF \ HOME H C G GARAGE SIDE 000 T-0" STUB -OUT FOR 1 1-0to c o o GAS METER 0 o 9 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL_ "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —! Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES \E D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM 11 kn Cr w > STD. 90° CONT. #5 BAR I HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ }Small gap " max. � 4 max. Clinch nails when possible Tight fit a (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000S 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI6001 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. r=T6„ A 1Y2" ROUND HOLE MAY - ^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1 " V-2" V-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" V-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" V-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-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 THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 7� —, r 2X TOP PLATE 5/8"9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-1 Od nails. \Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-1Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist O o depth 00 00 o I-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS •' SEE PLAN FOR--'•• • FOUNDATION INFO ' n • a STEM FOUNDATION GRADE .a REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION illll�llcll. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a n ..d CIO Z �a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0 CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE as G a n tA a e a SEE FND. PLN. SIZE & REINF. 0 0 0 0 O z;z z n z g r- Ln zCl c� -J � Cn f'0 W o a U 011 ur l!1 c UJ a® = �$ R- N_ N JWz ` , - 0 y W Q LC z 0. �- �� N � a Z QDy I' z \N IZIr % v •V 6 d W Q U �'. P Cl QR0FESS\0 Iz1tE0�i�e To fhe best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M w M M o E 91 E gg W0 �R ?o m L! l— E XU �o �U z N ��o <g w ws m o z n, C Z S 2LL J <b oa �z ao W U ° ?.o �i z N '71 13 CD 13 c O C En ^L, \/W '— (D � I� N O m �}A d. vW .a •� Z r � L0 V- r I '� 0000 N r W T- M N N r` o ? z JM E O d E .. v :? 0 c 0- ¢ o � JOB NO : 19-5902 SCALE : AS NOTED SHEET NO. SN 1 i i 5 F 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TR 5!8"OR 1/2"HIGH STRENGTH USS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR �" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJ 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5l8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL�HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2"TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE i SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE 11(#30) 2 #5CONT.ON3" 6x6W1.4xW1.4 () CHAIRS (TYP.) � "' �_ Cn 2"°x3/16" PLATE WASHER TYP.) ( (ALT:1/2"xl2" TITEN HD @ 24" O.C. 2X P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OR 5l8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 A.F.F. �� x 6 W1.4 x W1.4 O.C.) 2 ATTACHMENTS 2 �� 6 x 6 W1.4 x W1.4 , � . ° J�v 2 LAYERS TYPE I OR TYPE II ° WWF OR FIBERMESH \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - p o ' _- - - ' ° ° ° ° ° ° ° ° ° ' ° ° a ° a ° ° ° a ° a co ° ELEV. -0'-31/2" z a O A.F.F. O 31/2"MIN. ° 31/2" MIN. I > ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° ° ° ° ° 2x4 CONT. ° ° i ° 1/2 (mina 4 " " ° 1/2 4 �� TRUSS @ 24" O.C. U.N.O. ° ° 44 a ° g ° ° N > ° .: ° - = > ° (min.)- ° 12 HURRICANE ANCHOR @EACH - I ° ° a e a ° a GARAGE DEPTH VARIES ° 31/2" min. - 4" ( 31/2" mi7,111 n. - 4" 1/2-(min.) P.) VARIES �E91 2- TRUSS (SEE UPLIFT SCHED.) W/ 8" - ° ° ° i - I METAL PL. UNDER EA. TRUSS a , ° Q 4 - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. INSU ION LE SHINGLE ROOF WALL W/OUT UPLIFT rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. TYPICAL BEARING WALL @STEPrCC 7/16" O.S.B. MIN. SEE ROOF GG GARAGE SLAB AT STEP NAILING SCHEDULE ON SHT. "= , „ SEE TYP. WALL SECTION SCALE: 3/4 -1-0S3 "= „ SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP °J STRENGTH CEILING EDGE ���5 �oP0-1 BOARD PER CODE (R ALUMINUM FASCIA " 11 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs o GE GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM \12"N.O. 2x SUB FASCIA 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. ABOVE) W/DRYWALL SCREWS 7" O.C. @ EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 1���N�M�o s 10 1 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY NovN \ f ROW 2x BLOCKING MI () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` )HGT. FOR WALL HGT. < 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID WIGROUT _ - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2 GYP. WB MIN. ( ) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600# SPACE ANCHOR ) •E `SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - ( ) _ w/ 10 10d NAILS �, 2x P.T. PLATE FIBERMESH ^ WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH Qv ARCHITECTURAL �'P T ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU , o ° 1x2 PT WD FURRING @ 24" O.C. FINISH ` ' GRADE -_ = p iv ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0- 0- 1 #5 VERT. IN FILL () MONO OR STEMWALL ? '- Cl) FINISH GRADE °O P' . [GRADE Cn 60 MIN. Fy= 60ks17 a. 25" MIN. LAP [30" MIN. LAP] a 1/2" GYPSUM WALLBOARD U.N.O. (SEE °AL FOOTING MONO SHOWN D D D = —CELLS ui I FOUNDATION PLAN FOR CLARITY ° O0 6 MIL VAPOR BARRIER C n.. ° � � R 1 7/8" `" � FOR LOCATIONS) ° D p D ° D =III= I I=III=III=I (_� #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER ° III-III=1 D= I=1 I I=1 I I=1 I- ? � T #5 LAP SPLICE 2 #5 COAT. O -m 4"x4" INSPECTION NOTE: ° D D I I=III= I I= I=I I=I I � e - ON 3"CHAIRS „ 31/4 BASEBOARD PORT AT EACH 8 III=III=I FOR BEARING WALL _ =III -I I -I = N I I=1 I I -I I- COMP. SOIL. (COMPACTED TO _ n . 36" MIN. LAP [36" MIN. LAP] (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL =III=III= W/ UPLIFT ONLY _ _ _ _ 95 /o MODIFIED PROCTOR ASTM - 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR fQ _ _ _ _ _ I I=1 I=I I=I 11=I I=I I=I I=III=1 I I=III=III=i 1=1 -III-III-I I=I I -I I-III=I =III=I I = I=III= I I=III=1 _ -_ i- I I=1 I I=1 I I I -1 D1557) 4" 1'-4" - #6 REINFORCING BAR #5 STD. 90 HUOK MUNICIPALITY. TO CUT BLOCK OR POUR "--i I I -III_ -I I 1=III-I I 1=1 I 1=1-I 1-1 1-1 ' I I- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -"'—I � �-i i i-I"-"'- ' CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ , " SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. v r° L• s I A °° � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 > 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR �r ? min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER � 1 u p � v � a e _ 'v GRADE AT 24" O.C. MAX. SEE PLAN FOR . ; = . CONNECTION INFO ° COMP. SOIL. • _ < °D ! - TOP OF BEAM & LAYOUT DESIGN < .. (COMPACTED TO 95% I (1) #5 REBAR w/ OPT. SEE ROOF PLAN ° v: ° v ° MODIFIED PROCTOR S E NCLOSURE (2) HTS20 STRUCTURAL r E _ ASTM D1557) _ - BEAM SIZEC& 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" 1 STORY ( ) 4 CONNECTION INFO �, _ • .. " ON 3" CHAIRS TYP. 14" 1'-8" (2 STORY) STD. 90 NOOK (SEE DETAIL) MIN. 2z4P.T. I I U.N.O. %„� I 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L n,s• °.s.6. I MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 P.T. 2x 1/2" GYP. BD. COLUMN LOCATION ¢ > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. HOLD GYP. BD. � w 1/2" FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM 0�-0" J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND " ^ • INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT � < �� a � .3 1/2" SEE DETAIL /D FOR COLUMN TO PORCH SILL w/ TAPCONS CONCRETE SLAB 14' O.H.D. RECESS 13 O.H.D. RECESS c �a` � " GARAGE ATTACHMENTS & 18/D1 AT 8 O.C. 8" O. . PAD FOOTING PAVERS ? N C CONCRETE NAILS W 1 1/2 „ 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS _ M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. •� TO FOUNDATION PAD . ,:.: �; ' '_• STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. .,, • - .. '.. • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r, - •:. ..' _';. _ •� ' _. �'. - '•' ` (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 009 RA a o 2 . ..: 4" :. ..• .. ' op TENSION 120# CONCRETE SLAB ) E _ �, FILLED SOLID (SEE PLAN FOR _ __ __ = a ° r- ...; : 4„ T N SIZE AND REINFORCEMENT) c7 ;III=1 I I ° =-ICI-I '•% ' •,' ':� '• •,' :� = __ ° '� WWF OR FIBERMESH "' Z ICI-ICI-ICI=I�1 W III ~ E_ __ ^ �'=1 _ ° rl I I=1 ° BRICK PAVERS or SLAB PER O w W w III z on .III=I ! • ° a -_ _ z g • • SEE A/S3 OR J/S6 - FOR REINF. INFO. 3 MIN. CLEARANCE SEE A/S3 OR J/S6 FOR REINF. INFO. 3 MIN. CLEARANCE 11= I= 6 MIL VAPOR = BARRIER =i'- - i; - - r =I I=1 I --= --' L t =III-i I -I I I=1 1=1 1=1 11=1 r =I 11=I I -I I- I I=I I -I 11- . 0'-0" FIN. FLR. COMMUNITY SPECS _ a �n -iD =III=III=III=III I I III=III-= 1 I I I 1=III=III=III=1 I I 11=I i I=1 11- FOOTING j I El I =1 11=1 11=1 I I I( =III I I 1=' BEYOND .. . 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) -) I I I ( III III-1 I � - I I- - -I , I=1TI-- PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4„ ;, SEE FOUNDATION •' (SEE SCHEDULE) FOOTING WIDTH . e CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 sue: y`*- V- SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0 a 0 C Cq z C ¢ Cq - Iq 17 LLV) DUL"C, Y OL.4 Ln c E N s � o �$ CIO N � � W Z 4LLn�O w w acov ° w W aa ci N�o � Ck Z O a o U z V 5 !Q'1 O F E S 5\4�, { j �ell`1fttttt�. To the best of the Engineer's knowledge, information and belief, the structural plans and specitcatons 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. CIDM _j w LJL E Q wg sg grn Z® Q E aim 3CIL oe o a g Z O N gp go dz rcij mo to CO C oyU LL Z Qj J QW �Z a N T � g� LL U = k W HE r r ;o a= 0 �3 c O O Fn L N CN Co -I O `rs N A' m Qi LO 001-1 N r E ch ` CN �; c z Z £ O E � dU _j Q a j JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d POINTw/ ( DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TOSPACED 14—" EXTERIOR FACE OF BLOCK EVENLY PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSF TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.W.S. S4 12 SEE TYPICAL WALL SECTION (npj 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 CUNT. 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 •� r CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 I _ killI— �i�lll lid Fill WE— NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J T W T 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 MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL -2x6 MOUNTING BASE -��8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. aSC e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFp/NOo�L �N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 'a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 T -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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op O,Q 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 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL n °a a 12 (TYP.)44 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d NAIL AT EACH STUD RUSS BOTTOM CHORD OR 2x4 FBLOCKINGW/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )uj 0!C FIELD z a 2x TOP PLATE Cl) V PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR A/F. STAGGERED FROM BOT. UPLIFT CONNECTOR SEE INFO. 3 PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1-- 1 AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK It ALT. KNEEWALL ABOVE MASONRY WALL DETAIL r E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . ' �8. SPLICE STAGGERED • _10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON /- SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 bh 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) 00 • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT G • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 NAI 4- -(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 d LS @ 10d NAILS @ 6" O.C. STAGGERED A ST GG A ERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ 00)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM d 2X8 P.T. BOTTOM PLATE D1 ::1 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. S4 0 0 0 z z � z g a M Z v�� ON m WL 0 0 W N c E � YZ M U m �E .W o = a l N N z o cLL ov�i a ULU V a y w¢ A Z Zi W; N 'IG/ .J 0 O. �/Z/1 4"� `1 O F E S 510%kv t 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. 0! o cow� z Q _j U_ Q p Z. s� 'aR z• (D F-- � E 0 aoU 00 �°Ugg� �tt zNi °z ao zC= ws mU z N c � J m9�m zz 3 Q E g Z 56 Z a W _ d N z �3 J �z r � z ed c C)0 .y >� L `W n/ c O III m � Cf' CY) z O T L0 00 00 N T ui T Z. � M N _ c Z Z _ O y E B is a U _j Q p JOB NO : 19-5902 SCALE : AS NOTED SHEET NO. S4 0 0 LO I rn m 4) -o 0 N I LO 0z v i 3 a N E x 0 d i IL E2 v cgl 'o c: 0 rn N M Ji S 9 0- 0 V_ U: w �d 3 SIMPSON HGAMI( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4")2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 1 Od x TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) ( ) NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SP6 FOR 2 6 WALL USE OUTLOOKER " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD__�7 SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR x A. FIRST FOUR ROWS OF a5° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF • OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 END A "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ A LEAST 90 /o OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LE LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) — — —I 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS [::�:1/2" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST it 1 OdX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7. OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. 07 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED wl (2 5!8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"X2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1 OA w/ (18) BACKNAIL W! (2)16d NAILS A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER I FOR SHEATHIN DETAIL @ 24" 0/C r 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 ZVI SHEATHING TYP. EACH JOINT W/ (2) l & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END D 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. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH M AV 2x4 w7 ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 l 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J `= =' SEE STRUCTURAL--,,,,OUTLOOKER @ 24" 0/C ON SHEET S5 FOR N M M NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° ;0oo SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4"CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES �° ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING t12' " J12' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d � 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD - 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 0/C w/(2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAll Q ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS n 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION KD 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. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR-�771�WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 1 Odx3" 0/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL • (2)16d PER NAILS JOINT i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL��M 1 GABLE TRUSS S� "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 Ia .e . e 11 ° ° ^ -re : Ile.• a - J- \ S M . " . II e° '_ ° ° ° SIT ° ° 1 . e. 11 - -e 1,. e a ° I II % °e J. a.♦ `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z w v IL BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. 6S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 'W BRACE SEE DET. J/S5 —1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. il�l�l� 'III ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNERJACK � a U a w z ti 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 31 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a 0 0 0 0 I� � zM N M Q M d. N _Mp z o Q)Q) 0 C1 L � by U Ow V) c E N � U Co W � €€ o � S = U • a N 42 Z LU .; a W z 7L2m$ P4 w N 6� iA ZLLM W P r °tJS E •.. 6 .• Grp F ST 0 •••....••'•OXX n"' irrrr`'!R of Et 1t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD M W z Z¢ o LL E wo Uj'z wo >w 0CL z® rp E iS d� `IS° M ° Z- N f9 w ro W ° Qo t r J Wg rp C c ZZz H mo 1,'z Z Z W w z �w W V, zzI a a j 3 C O O Fn d' ^L' W �•. _j O L.L m a) T 0) tT� Z O T LO r .L 000 04 0 �--' ci j (Do n ? co C O ca E r C A � a o JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*41i 2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER- TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2 TAPCONS () „ FURRING #5 REBAR ` (TYP,) '' AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4 O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16"TAPCON @ 16 O.C. &g BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M.X8 2" EDGE DIST, ATTACH 41 2x BAND PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90" ` . D. 90 HOOK (TYP.) JOIST W! FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID S BOTH CELL HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -ill" TAPCON 16" 1 x4 P.T. DOOR JAMB (REFER TO PRODUCT EJIL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" M F BAND PRODUCT x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — J TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY FURRINGSIMPSON +2" NOTC FIRST COURSE @ HGAM10KTA 12" O.C. @ w/ ' 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" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS + , FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK — SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS = 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #j 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE = s BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION •'. 7l16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 to BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ! '•; '� ' '.: 4 SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . .: •; ...•: BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN ;••' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE BRACE THRU 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 in" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ V X OTO TRUSS FR TO TRUSS TOP CHORD yAN MIN. 4" EMBEDMENT AT 16" O.C. FH -011 5 -011 SCALE: N.T.S. SS 12 + G + TH PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS p WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED ° ° EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX 2'-0" 8" TRUSS + SOFFIT ° ° o #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5j 12d NAILS SIMPSON + + p 1.0" ° p ° p ° CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ° ° °° IN TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS _ ° KNOCKOUT / p CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BN PROVIDE (2) MIN. PROVIDE 2x. CONT. W/ (3) CONNECTOR - — P MONO FOOTING - .p o ° p x _ SIZE AND REINF. PER PLAN � — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 BUCK - (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 D p D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. @ ENTER SO IT DIRT Z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL p STANDARD ° N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. " ' ' "- ° ` "- ° °- ° ' "- ' ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-g SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. Cj SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D ) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS -HE 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 LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER " 6-0 EPDXY MIN. 6" EMBEDMENT & CD SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3 MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , 0 c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; n LU a A REINFORCING AS FOLLOWS: 0 a ) * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT > e P g • � •� � � • • • ' � ` • U #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ' � > ° — EXISTING FOOTING Z S NG OOT NG (2) #5x6IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL n iN FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4 x5 MIN. HOLE " F RING PANEL REINFORCING -DO NOT F) PLACE FULL MORTAR BED OR JOINTS NOT REQUIRING GRADE e. . P `. SET BAR IN EPDXY• FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP " p g \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: cN " REMAIN FREE OF MORTAR. _ z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. cli ;5 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° �-0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.of COVER EA. WAY 71 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 01 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. a 0 0 0 z N M z z g a � to z NUj Ln"' � NCc '® U • a m � N N ZoO.iE w Z E— v o 8 E W �Co Z O gN�,A 2 o ILL0 Q ; �0. 5 ••'•••.....•••' . FLUtx �i ///z/�ryR ., OrF E SSi��� f tlNttlt 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. CDW co M __j E E so OL =_e M OV fC0vU � 0a ZaE N rp i aog °d wg ao w Z tt� rp N z oY D 0 zz z L 0z W 3 g aZ NW S aLL Nz w� F � 0 � v33 C O 0 ^L' W m c '>co I� N .-. -j O 0 MID s :Q r 0) z o r Ln 0) T 2 00 00 N r ui E M N N iri c Z z E O m :3 c c•• V JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP;-2014 CONV. FRAMED RIDGE ED BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY MIN. (4) IL 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,�" 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE 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 WOOD TRUSS 01 SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SSPFOP FPLATE FOR CONNECTION INFORMATION. BOTTOM CHORD 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 MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 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 INFI SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE 00 ROOF PLAN FOR MORE 00 INFO SEE FLOOR PLAN FOR 10O COLUMN SIZE & BASE 4-1 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� 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 PLAN FOR CANTILEVER IF INDICATED CORNER I `�,—SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. `-/ BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE F- SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON '.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 40. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING HEM ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 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 ROOFMALL 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/----" (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 a 0 0 0 0 rLrL— U V� Z^� z g J t7 tl N - lh Z v W tD cis 4-J cd OW tl c fQ �- U 0° Uj & T o U as yy �' Z F W � AU 99 Q N LL � 0 LU I d W a ,; >. o z °' O W mks m m Alt Ili��� W a o �i '• C� N = W � _j 0 l-: 1 Q '�O. 2 O �� ••. •,. /���i '0R S\O O F E 5 NN \� 111I /� �111111111`0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Con C7 cn N o� w I E E a° z0 Q E V age x V El u a J zO p N E N i �g ado az wf Nr0 Q yO V2 m o oLL zc of J� 07 QW Z �U W>1 U.0 I oa Nw S g- �Z T st ilzd o 3 0 O La ^L' W Nt '= (D a N .-� cc _j O d. �11 m E no V _ Q) ■ � Z O T L0 T 00 000 N T E z c M t"V NO i 0 z C E �,m E .. a 0 a o JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. D1 Z S FOLD UP WEATHER a RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER RESISIT IVE BARRIER WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN a SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP (ASSEMBLED N7NDCW) ' WALL BY 6 IN. s WEATHER RESISITIVE s BARRIER SEAL TOPS OF JOISTS - UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing MEANT TO SHOW GENERAL FLASHING installation 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -� DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED 3 SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE no SELF -ADHERED FLASHING E AM 0� WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" 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 I�41111:1;10101;1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING ���4W� 1.1 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A `0) la 1 2 4 5 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED 10. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin 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 comer 8. Mechanically fasten as necessary 000 Cement Plaster in accordance with ASTMC926 over wood 2nd floor ...•2 lv rip Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all r� O 0 0 0 VL- U z z Z � d 1L N zLL C1 4-J cn U Ow r`- w� Q o. N N 0 1��z� f� � C F J r [Li W W a ti15 Z t7 ms a O U F 00 co 0 N C"> 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residents[ 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing Pages bearing Engineer's signature and seal. �Cn M J � g z a zo Q EAR E O o0 wrz z0 oa H r0 X' 88 Z CIA woo COI OY p�p 'a Z 6 J �b �w °o MW � = aU W o: Z 2IQ U C .e O W � N .-. _J O rn N ^C W m C T a) ■� z f L0 O T o N oo ca r T- ID E Z � N M ^ z z E � O E ci co c 0- U o ¢ � JOB NO: 19-5902 SCALE : AS NOTED SHEET NO. W P r • March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 Intematbnal Building Code (IBC) and 2017 Florida Building Code (FBC) pacifies that joist hangers shall be tested per ASTM D7147 Testing and Estet�llshing Loads of Joist Hangers. Previous versions of the IBC and FBC required meting to comply with ASTM D1761 Test Method for Mechanical Fasteners !r Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowast ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction INDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tasted material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similer Devices in October 2018 to incorporate a methodology m evaluate products to the 2015 ]-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation report to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departrrients under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6130f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatio.com for additional pertinent information. If you have questions or reed further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 8W.9W.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwIBDW Engineer, Southeast U.S. Branch Page I of 1 Sinpson Strong -Tie Company Inc. 2221 Country Lana McKinney, TX 759a9 Phone: 972.542.932f1 Far 9T2.542.4139 Saw.stronatia.can .e..a N Cn U OL CL Q 0 O ICU Q- .� C � � N C 0 0 0 U Q y6 > 0 L L � Z CU O L U O U) O L U O L� V/ co m LU w Z Z Z Q J SHEET PA 1.0 NO. A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2606 HD2142 FL17232.3 ESR-3445 HU2142 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD2t8.3 FL17232.3 ESR-3445 HU276.3 FL10858.1 ESR-2548 H028 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HDTB-2 FLt7232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FLt7232.4 ESR-3445 H11410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10t358.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200t104 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM70 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA2418 FL77880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.t ES0130 HTW18 FLt7244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-Z813 HTWM18 FL8223.2 Evauatlon Report HTSM18 FL11473.11 SIM200tX12 HTWM20 FL8223.2 Evaluation Report HTSM20 FL71473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are aPPMn9 � a burg permit We recommend you contact your local product supplier atlould you not know dre Product approval rasrtber for any of the applicable listed Product. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firbar-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 psf ThermeTru Firbx-Classic and Smooth -Star (NON -IMPACT) pL2pgg1.8 +87.0/-87.0 psf ThertnaTru Pinter -Classic and Smooth -Star (NON -IMPACT) p�Og81,9 +87.0/-87.0 psf ThermaTru Pinter -Classic and Smooth -Star (NON -IMPACT) FL2pggl.lq +87.0/-87.0 psf ThertnaTru ClassioCraft and Benchmark FLt5225.1 +87.0%87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/�7.0 psf ThartnaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FLt5332.1 - FL15332.5 +g0.01-40.0 psf PGT Series 5570 FI.251. IO C. SECTIONAL Clopay Building Products ReaMentlal WlndCods Doors WS (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (18X7) FL15T79.53 +30.0/-30.0 psf Clopay Building Products Residential VNndCode Doors W8 (t3X7) FL15279.85 +38.0l-42.0 psf Clopay Building Product Residerriial WindCode Doors WB (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curtiss Division of AADG. Inc 807,707,727,747,erM 847 Single &Pairs of Doors FL11537.1 N/A (sae lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 165 FL17499.2 +50.O/55.0 psf PGT Series 5500 F1239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL153b3.2 N/A PGT Series 5500 FL281.1 N/A E OTHER 3. PANEL WALL A. SIDING James Hartle Building Prod. Cemplenk Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FLt5272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERIAYMENTS Tamko 151b Feb Underlaymem FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vent FL16918.1 - FL18918.4 N/A Florida Metal Products, Inc Vert RV10 FL21580.3 N/A Lomanco, Inc DAB F_xahust Vent FL17202.1 N/A E. ROOFING TILES Borer Tile Villa 900 FL7848.27 - FL7849.28 N/A Sorel Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032' Aluminum GulfLok 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17t189.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Sinrcturel Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Component Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintt FL1774 N/A The product listed below did not demonstrate product approval e< plan review. 1 understand that at the time of inspection of these products, the fMlowinp information must be available to the inspector on the Jobsit; 1) copy of the product approval, 2) the performance characteristics which the product was tested and cerdfled to comply with, 3) copy of the applicable manufacturers installation requirements. Further, i understand these product may have to be removed if approval cannot be demonstrated during inspection. APP N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs I of 8 21v2o+e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Po(p3d8 121122018 Florlda Do paMNrk of 8uslia ea & ProfapbnN Regulation Bullift Codas and Standards Product Approval Application Detail prp 1 art 115001e FWds DepaMNnt of Bushows a Prohpional Regulation &MOO coda and Slydrda Product Approval Application Odd Paw, of u2ou ♦� O U � L � CD CD O � ' ^ v• " f9! ICU(n T� V V V /''� •— O Q 0 O Q LL d� C _ ♦ V O I �� O Tt �./ O AV�I/ C 4- ♦-0 . /1 ii 2 ( Q Gina EGtihLor Gm 29L Q 29, BMA Y1M1W Gaot{r� anNe,erluwrue yyyy�tx yggo� LbmWM M ARRMud ]IMOm Revision 2017 Thoma-Tru Coryoretbn RICkVM1ph1 Lyndon F. Schmid, P.E. KM J. King, P.E. IQMN017 07/120201-, imsac17 12f=017 Approved C ftW E#allOr Dose (419) 2801740 PE-43409 (813) 767.65M 9L&Caagory: Swk*V Exterior Door AssembMs rldnl'agrwMageormaads. Cornplma Method: emission Report Born a Com Florida Regidered Architect or a Licensed Florida Pmferbnat Enomeor Q Wxv� aria .e AagM2dreruee A-,-gf-U- MN= Moog Nna &edudY•dN-Numb•rmNew. Produel0.edollm ilDimaLLMpeB InMvHz .gwMetMlMA auumt EMU= t a. Therms Tru Fiber-Cks* W Smo•5r&w Nominal 6WU,*S agottWWmpsdaq wf; Opaque 1273MM No Yee No WA Composite Edge Fb-f- give Door 0 1X _ _20"NIA CnL1911 Edge F: oorgiess xa¢adPmvmrson) f8al Edisto Gets Gm 09. E&ON Gad im Version G90mtsf EnNrrwaLlwre• ytldetedav yggog(gg l FMCAmroaA—d vI mad ReVWon 2017 7Mrms•Tru Corporation Rick" Lyndon F. Schmid. P.E. Ryan J. King. PE. 12M32017 12MM17 12121=17 02/1312018 Approved category-. Exterior Doors (419) 3981740 PE-43409 (073) 767-05% SubCtegorr 9WWnghq ExMda Door Assemblies rkkww@,vAMgoonareWh. CMPd•nw Method: EVM1Mon Reed from a rand Ftndo RegisteredArched or annd FWM Proasalwa Engalar .. QualM As— Aaweredfar Us, PretlueiYetltl.NhanbsvmNrne N�MeHvN2 !ld EMU Let PJsl�dMi9a GaomngtEtiMmtl9aGm lalA2li: BeemeDi PLitYLL 1 a. Therme-rid FIWr-Clank and SmootRBur Norwm $6099 tarytNoMmpadaqut: Opagw 12031=1 No Yes Me W Composkr Edge FbrgMs ayes Door Oniwksoo" set; x eordloallon) 6 f. TMrmrTtu FNw-Clm* and SmoorrFM r Nm*rJ 8a9399 &gMNoM0ya:l8tWol; Opgw IM 2021 No Yn No WA QWMr4u Eder F, Xcmn woosingle )� a good softa Rid 21a 20LBOAM Rid DR MRWIM MNIANAWK Xd*m immad IWLdUMNK ammo ago Rev''. 2017 TbmrTa Capmeom Ricavww NatmW AcoodlOwa Ryes J."is. P.E 1220M? 0110212M7 122141017 Approved I aer, Flaelor Does, (410)296.7740 YMragwmt Yhemvrt (813)707-UN SiCOWf. Mwkhme0 EvIsdr DoorA•enraeee dMvonlelpooesWnla companies Ms$" CMMbOm Mark or LWtg GUM LImLAImslt Am1,161M A gin trmw grim Let bm�Geeedl� i�tL�laamGW t$IOQQi !A� mMMMw baiean 1 a. 64LvtCb ebC mNk mk aret aqusCarrddmrk by dart 1100 Opaqu• and done "Mom Dow wMA 12011MM No Yes No wA Theme-ymkpict W MMad BMeM. YrwlrV W debase atlm> ai Lid mmOLr go gm RmJodo 21k mm MOWN mkmdlom giant nommaau� 1dido1m good sibmw ZWiAMMM AMMM ilk RBVWM MIT TMnwwTTucopmkn Rldr Wright reneOrhat Aowoddmi Rion J. Kft PE 12410=7 0001=17 122241017 Approved O 9 - ExMrkr Dome (of)gm-imo WrepYnnR lnalpe @ta)7574M $d Cd*W Willing EulwmDwAesoniees MoeOnr--Is OenwNanh . COehperres ledlee CrRtdm Maker LWkq awn 91M ROAMOMe Aml ll= Ammm M= � R� Lett lmMWGeeodmMt fimuMwLoml&agm t9JA]It>; GaumJOt¢ an� bmlm 6 w apYtBnaobasf&quok ad &W*SWAMVWk by 64 ad alp Oparpw ad DYsd FFwglap Daar WM 12211M No YM No WA TMrm►Tne4uot and wdyrtaMsa m. leaving old Odeatg i. TMrmehu FDw kart Smow`alsr art: 12A72020 No Ves No NM C"Worse awasox em e E F 8 Door OnaM6i0A-Ing; Configuration) 9 I. ThrmarTru Far-Gatc W Smoodrf lr Narrow Stowe aqudNonimpodaWt: oared 12131=1 No Yes No NIA COmpsea Edge Fexxergles 90gM lbw 14 n. TIWme-Tru Fbw-Clore ad Smoo0i.$W No " ;0 ogledNommpaelaprt; rA`M IN V= N• Yes No WA Canpalle Edge Fbergisse Singe Door :x CwnpwMe Eag. ipryNa Skgls Door . ; x OWSourabn) Florida Dsprtnew d 0u*mm & ProfealorW Ragulati m BWwAq (+� � � ndw*1na9,e per., r, Florida of Rai as & Prafeabral Depertnitat Regulation Bul*lg Coda end Standards P.9., r, /a2o1e Florida Daprtamd Gf BtWrness a ProfeaibrW Reguatlon Building Coda and Standards rap., r, /aaole Florida DepWbnKt of Cluealaa & PrdealorW Reguhtlai BtJYdrp Coda and Staridsrds Paper, 11e001e Product Approval Application Detall Product Approval Application D*td Product Approval Application Dalall Product Approval Applkatiori Ddd 9Afm>t�4 Lid BM gown mtim big mM Boom Lwod gels go Lam Doubeit Rm a r.Aeemm Ammmd morn dlJEt�li gab Bu mown mmmma= mlmrJM Soso LoalLAlmmn gwomu m( go Lela YsldMm hO Reutmdrg mh ailam mid AMMM man t3tlm>i� Lid BM MOM M Mi ormb= mdMemL gmum LMrMALimor Yelaw" go LM LMbtlm Ymdl&d awn" rwimmsm gels AeoMmm mate ! Bode Du )bo" Abboudrm mmtem Low LmrJllmor Ndiga m( t&le Gee mOmmmd LMmoE RMabomt no arLANDEM aummma ]IMAM Rwr''. 2017 MYYbOowe W Doom Celea, Elmkr DOOM SabOdegwy:BkIVIs DorAUM M awd Mmpw Lid Robert Loma Sam M. Walk PE (717) 386J3M P11142614 (717) 317-04M bww4 emkl.om 011132017 MIM? as"$=? 10M02017 Approved RerlYOrh 2017 IMVMdowa aMDoom C. - - . • EdMK Doan tohMYgwyfftDealer Door AaaaiYs &Wks~ Lub Rwoft Lames SOM M. UddL PE (717) 30SOM PE-02514 (717) 3174WG4 bemngw0�cLow 0111132017 MUM? 061162017 ,QnOfJ017 Approved A ''.n 2M7 My-d eWDWM 13eagwe /,aCalegoor.MftIsmDoorArrnWs Smtsmpw Late RObwb tomes a LMCA, PE PE4Q6U (717)N7M6 blamwomhwdam OW32M7 0N112M7 OY162M7 101102017 Approved RsvYon 2017 WIN 'aveWDoore MeiOatgry: MM+9 BOerbr DswAaaesaare arnt8maper Lets RiOeAOLesuo SWMM UddK PE p17)30.10 PE5614 (717)817444 Oemngeronead.aom 09n32M7 oeM112M7 omnam? t01102017 Approved COrFEnee leallaht EvehWmr Report9rn a Cowe6eseeblMa Evakwft RoOrtaom a CealpMWe Ildlat Eeaketlm Reped9om s CwMiessMAlaa EalYtiorr Rsprt9rn a Morideitolll 'ArdresdrstJttedndFmYt ProtestrW InOkrW Ftrlde Res- 'AWidrsLtem dFlorida PrOlsssbrlat Enpker Ftrlds Rag! 'Anhbd or a Usinsw FlwMs PheMesbW EngYYsr Pbr10a RapamedAnhest a a LlorYnd Flwlda PhoMesmW Erykwr aCmmBkCmMlm Ltt EM61LIANLINmkxmLmm oMmdmhm9t hougano mA LmMmWagotRIR AmmMdMLtm Atmom&hLm K AM gmlultm boa modmm Ragn E ® atimlidulmmm La! ALE= aNdkAImMmm Emrda mmlm LdlmtmWatlogm AlmAmdLLum Alramdamm In 2MMiUM j t mood allow balm at1m La! gmdka oma DRAELONEWE SomltimrlNRo ANNMdmcYm Ammmfmgm I.NvM g OWN.= how auk" Rion E m R&JUM.bmmM Lot gmdkaY EmM1MLrMmo SommmluWosLaa AtmmLMLY1l AMMMIJLUSe as A JZ lmlo 2ddbl= BONO Be" t m 3 SOM 420ALUMUM SOD FWNFORCED $ERIEB 420ALWMUM SOD fE F01C®OXO 121311201111 1444a"otpe igrkt No Yes No WA 4 SOM 420 ALLWa SOD FJOWORCED SERE$ 420ALtRAMM MOD R6NFORCED OX. 12212MS XO, )X wkuatdalgoat No Yes No WA 1 BrtlE8420 ALUM1M 90D SERm8420ALUMMMSODOXO 12031=8 14699aquoOdD&quet NOMMEINFCRCED No Yes No NM 2 SOM 420 ALUMMM 1100 6uRmf420ALLWKWgOoo)LXO,)O( 121312M8 966*000084uot NON4tEMPOFtOED No Yes No NA Mi Florida Deparbent of Business A P)ollum orri RaglallIM Bulmng Coda rig Standards pages, r i +soda FWidM DepaA idard of BDainea & Professional Regulation Bulotng Codes aridSte ndrds i 6rJb«e Fla BuNft Codes and Standards R novae oelmArisat of Bueiisss a Profeaionai RpWation Fla Building C idea and Standardswt01e ng nap., r, Product Approval APptitation DOW ProductApproval Appkadan Dotal Product Approval Al Ddd Product Approval Appkatlon Ddal purtairs,N Lot mm MOWN MMU&d o gomttr on" ]ImmmLAUM NddlYLme Qm no Nddad &Jmmm OMLBIW gate a1GAmtoN Am®Md mom FLNEf 6 m Lid Bide MOWN mmb9m m km sum LmMLLLMeme MOmldO" Rau Rid m d6 m mi dl d gmbOdrm Rid B Ammi ANI M9 mrtM PLmansma no Boom )Odor MMU&NQ maser gum &AbNJLWM Ma goo m( Ride Rid 2MLBE m Mfdd" AWO" samomim gm hme and mma gm mm mod a mMimomo mdllut go w mM%NLLLO a NdbO m( gm Rid! mdow AdMM 29L& dm Rest SCAmrmel hound mom Cn VA No 2M7 Ckpy Bradlee pram Omgay 1Tategery: 0 - " Ohara emesamr. aeotiOlW Exarim DowAsesniles ark WeatwMM .. . Too" fwvkes NA Owy Prim (573) 7704M ka. (513) sia4Mm nnaateBaMOrJOpal oom ,1292M7 OMpd1T 12A1019M7 Approved Re Iwo 2M7 Cbm&otg Aoaob OW"" CaYewy: 60akr Doom eab0asetey: ashatorrl6deriar DwAswrbdes Oak Westrltld manor Too" servion NA. Gary phelder (513) 7704OR Ina (513) 5194M88 nreemeeklodww=m 112prJM7 011102M7 t20050=7 Approved PAiw 2017 OVA'. and Data araGYyry: Sift Doom Dom Awmbles on"fmgor LmM -LwYs atwn M. W4K PE �1Wir Am-PE-026f1 pt'n a174M64 (M) O6M32M7 OMn12M7 01IM50017 tonor"? Approved RevWw 2M7 POT Inanities Catgry: t911erbr Door 6i0ahesryvBNhp BOrlm OoorAeesnbles Dow Ruwk MmdAaM 8000-CER MrNAeM 0000-VAL @41) 496-0f00 QBG) M6,2690 drualrmppeWiM.aan tY1M7 1126lJM7 12251N17 Approved in OaaepgWaMdm*r, Ikatlwr Mokr Uedre tymelarMeaYeMl Carrestlah MaRrlisag Oaaetreo Waoot Evihotiw Ripon kom a Ca.lparstedhea Crleoesan Mrkrh.kesg m t� aC ads AoYeeionat Engineer a a Lbsnsnd Fla gmdkAtmMmoa hEMO AL1Mm AoEENLOL m limo Gum amisLam AtmmidALlm Arm omdamm and Rolm Bavmlddtdom CU moot GdmgmlmLm fbllmMmldmRmb KAM QmkvLtm ammo bmam mid! bmb&om mLt 90*NLZoi mba2ft MJA]Im 29ma gal aNk ml z a am boOmRmeWmos amu mtmMMmmRO him 9i u mLi mfi mmmw a m 37 Wdap PAN-VI8/: 04A 94. 7a, 70.,oad, 190,70. M, 4RST, 4RMF, OW ORMF, 2FW 40. 42, 66, 4M 420, 3%Qom, 0068V, rids, ORMBV, ATM, ARM Btt Pm 00. 259a)(> (UP t9WWide) 05210020 WgiDcoDEp,74; W Gal ps Door No Yes No .30 P8FN2 Part 53 063 VG-18 PANip16t 04A. K 78, 78,1ON, 190, IRST, IRBF. GRIT, OW, 40.4L 55.4M, 4211, MSc QD68, GDWV, GRIM, ORMV, ARM, ARMY, MM, ED6W ftg Pwo*L25oa.)DorabCw(97tolOV 0621FAM wit) WOMOODEM74; WO Gases Dew No Yw No •M PSFNO PSF mlLt 5 boadLERNihmaKALIM SWJU 420ALDM NM SOD RENWORCED gmdkANmara Em6mL20900 goomLimmilLoo frees 420ALMM)tM SM R15NFORCM)= 121312019 ANmmuLteLft AaommiliLm 11,,11M Qwdk = No Yes !fit BWmw No Aida Ememl NM 1p fODM706reo MeslY lnpo i Visit Wrong OW Der OW42M Yes Yes Yes WA EM EOMV 1438spsvo 88goak (D O Florida Department of Business & Professional Regulation P.01012 Florida DepsrMrmk of Buss imss & P okeeioorl Regulation BWldfng Codes and Standards n," r, 651Je1e Building Codes and Standards Product Approval Application Detail 12M2'2018 Florida � Repletion 1X Codes ands Standards pge,r, imao+e FlDrddsDeptDeprofCDdasandand&Sfarnmrds Regulation BuNdAig ,acme Product Approval Apptkatlon OetaU Product Approve! Application Detail Product Approval Appggdon Detat rM/WrAtr fi9dl Lou V.nlm gMlD419121Hti JmtltmJZL contact�gdreeral)nre• VNidtedav Gm Gm M� EC A- GMa FeClmro,,[vN A,-,,d tMm(t atl mfiLAm' aft Boot go" mmkil= looLK 91*A mlomtAlomr I%kwmmh Om Nomad Aubm m RIo boom go algemmm Aommmd me" Rwalon 2017 M Whim and Doors Ct•gry: cal tawa Brut Smngw Amerkrh AmhlsdrN Sown M. Uric h, PE (717) 36&3300 MelsMaeMS At6635110n (717) 317-UM 0-111*017 12M32017 01/09=10 Approved goo mm Mlldm nowho met gooLK Low tMa OWALLM n MOmiumm 20 gm DoLbeolt MOlow ttommm ZWL Norm go Amami Mira gmm mu MEMO m NgENK R1mL9[ good nubmL&Lbmol MOmM" Lid ink mmdmm Ltloemd RO Bokoa La Elgdmmml Ammmd mina me No 2017 CL40 MOhi"*FAAM.Inc r. wn Coope Matter Da Ds tDrM UL LLC Tedder va PE (841)49 e2M4 MM$04707 11402017 IQF.W M7 12105=7 Approved SubC.tssery: Saps HWV Compames Method: Cermkekn Mk a Leans WM1paTomrd.com Ileaalan 2017 captive d ne Pedro Come" LYeegwyE : dwtr Doom Mrk VhMwNp k1lMlek Tome Mantes NA, Gulf Pkwdor (513)77040G2 be (513)$104M 11/200017 01n02017 1206=7 Approved It 2017 Clapey0 -- PMatt Cwpony __ Dom Mea Vlp A h .' T ee9p NA, Gary Picador (513) 7T08052 Ina ((Nor) 61Y0000 11292017 OBMO2M7 t2MMr4D17 Approved m � — er4C�in FiArWDorCorraarhares Cawplr M@&A* CarII1Odan Mak r U*q dr�.00 m . - - - Adorov titer LY•. Amrovd - for U, campus WMoklbsw* Catalonian Mrk or Us" foOCaleemYxfeatlwrtl Estrin Door Asewilw Ceryieeso WMa Canaries ark Or �q rrnMeYrestlorbpaY•oan &dUmbmhnhm Lot prroduetYetlN.NunbrmN.m• gyd(gLygampgg Pr dLmtlD—dNN )g,NVAZ 000Y.HVH2 I�gt Ft,,d t t � P--, atlommLbaoa moot gnoLh tlrm GwMWLmMLt fmmmdm dmeoL ANOWML tam Ammmitrlm m him GNOMLM lbw li Bohm 21da Emmam Lot EneoLoobLvmokKALOM gmwLh m ftlasL dNea LmoamrNGm Averaged air Use ARKMMUW IU UJAM ggdkl= tmd am" alga Emig ALOM Rmmtdmmon Ememin MAN gmamdmW dial AMMM90im Ammmawun m Ia101¢ bow GmmL1 momm Rift Em 2 ItoSH Mae FkvfWWFrame JWGShp Hung 100MMIS No Yes No 46" 1 007.707,727,747, WM BkrgleW PIYs at Doan RN4 Ghoa0.W Loosened ipa W pis of 12131AM t108aw midi tl00rn. Yea Yes Yes WA orb 085 Wisp PM-2FIS&, 70.75. 84A, 94,42, 40.428,4a, 4FW BRIT, Good, OF M, ARM, ®69 aid Pon 0m. 259a.) Bt mb(*(up to 9CMds) olmrA20 vWMcoDEW74; memo" Door No Yon No •36 POFlI2 POF 102 IN WO-16 PAN-21s16t 73.75,84A, 94,42,41, 4211, 4N, 4RBT, &W. QOM, ORM, ARM. Ee1M a" fin QNs 25 gal) Dribgr(Wr to 167 052112026 WWO VAM)OODBW74; VA Gmeaa Door No Yes NO N7 PW&41 PSF O Business & Professional Regulation page, d 1 Florida Departnerd of BumNta s a Professional Regulation Bllkmg Codes and Standards paps 1 r l IMMIS Florida DepaMTrTt d BwAness & Pmbni*W Regulation Building Coda and Standards pale, r, ,aaou Florida 9 d ae d StandardsRlpulatbn a Coda 1aes1e Building Codas and Standards Product Approval Application Detail u,32o,e / l�'� V/ Product Approval AppNeatlon DaWl Product Approval Application DoW Product Approval Application Detail U) atlat�! 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Kuhn Looks Bowden P.E. 10/12/2017 10/10/2017 10/172017 12M M017 Approved Category: Rooling (352) 498-0778 PPE-75519 (334) 300-1800 1ibCat.pory: Metal Roaeng bfootgulfccasteuppy.com compliance, Mahn: EWuation Repon from a Florida Registered Archie d or a Licensed Florida Professional Enginnr Las Re3ld Ymd.l. NUMer a Non Quality Asscrams ovod for AowIn� Useg Approved IN Use kn...t Onion prarenjure 1 0.032&qud: Aluminum 5V Crimp Mn 0.032&qud; 5 V Comp Aluminum Roof Panel 04/122024 No Yes NIA +N/AI over 1532&qua; Plywood - 08.5PSF 2 0.0328,qud; Aluminum Gulf Ldr Mn O.W 2&gnd; Aluminum Gulf Lck 16&qua; Wide 04/122024 No Yes NIA N/A/ Roof Panel over ISM2&qud; Plywood -118.OPSF 3 1&quest; 24ga. Gulf Snap 18qud; GuN Snap 24 Ga. 17&qud; wide Rod Panel 04/122024 Yes Yes N/A +N/AF-131.0PS over 1532&qud; Plywood 4 1&qud; 24gs. V-L. 1&qrd; VersoLoc 249018.58gid; Wide Rod Panel 04/722024 Yes Yes N/A +N/A/ over 15328qud; Plywood -138.SPSF 5 1&quuL VerseLoc.0328grd; Aluminum 1&qMl VeraaLoc men .032&qud; Aluminum ova 04/122024 Yes Yes NIA +N/A/ 1532&quo; Plywood -101.OPSF 8 1.5&quoL 249a. Gulf Snap I S&quot, Gulf Snap 24gs. 16&qud; Wide Rod 04/122024 Yes Yes N/A +N/N Panel offer 15M&qra; Plywood -Ite.OPSF 7 1.Mqud: 24ge. Ve Lac 1.5&qud; VeneLoc min 24go. 16&qud; wide Rod 04/122024 Yea You N/A +N/A/ Panel over IW2&plat; Plywood A23.5PSF 8 2&qud; 24il MegaLw Run 24 Ga. 2&qud; Megelo: l8&qud; wide Roof 04/12/2024 No Yes N/A +N/A/ Panel per 1532&qud; Plywood -108.5PSF 9 24 Ga. Gulf Ldm Ru n 24 Ga. Gulf Lok IS&quot: Wide over 1532&qud; Plywood WIM024 No Yes N/A +N/A/-96.7PSF 10 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seem 16&qud; Vide Roof Panel 04/122024 No Yes NIA +NIM93.5PSF user tx4 Wood Purllns owr 1532&qud; Py nxcl 11 24 Ga. Gulf Seem Mn 24 Ga. Gulf Seem, 1 314&grd: Snap Look, 04/12rM4 No Yes NIA +N/N 18&qud; tide Roof Panel over IW2&qud; Plywood -108.5PSF 12 28 Ga. 5V Comp Mn 26 Ga. 5V Comp Rod Panel over 1532&qud; 04/12rM4 You Yea NIA +N/N Plywood -158.SPSF 13 28 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 1582&cpud; Plywood 04/122024 NO Yes NIA +N/A/ 131.PSF 14 28 Ga. 5V Crimp Run 26 Ga. 5V Crimp Rod Panel war 10 Wood 04/122024 NO Your N/A +N/N Purim over 153286qucL Plywood -156.5PSF 15 26 Ga. Gulf Lok Run 26 Ga. Gulf Lok 18&qud; Wide Roof Panel over 04/122024 Yes Yes N/A +N/N 1532&qud; Plywood -161.OPSF 16 26 Our OW Lulu Mn 26 Ga. Guff Lok 166qud; Wide Rod Panel over 04 1=024 No Yes N/A WN-63.SPSF 163216qud; Plywood 17 26 Ga. Gu"PSR Mn 26 Ga. Gus PBR Roof Panel over 1532&prat; 04/122024 No Yes N/A -NIA/ Plywood -154.7PSF Flu Depannwk of Bwiness & Profeesioi Repletion r.p 1 a 1 Buldkg Codas and Standards /aama Product Approval Anftndon Ddd , fmM mMl9[ Rio gat 2weaaMo go m< ]WNW tMMtM[ aared BEANKAllems xdmm" YeiaMa aul arL AM®ad a" no No 2017 WeyerMsluaar Rub BArmmor IMP 9er40, LLC Jamie A RW Mn, P.E. 011MMI7 MGM? 071032M7 Approved Ce , , steesbu ie Cenperrwts (26M 024400 (MM M1344 OuOCatepoW. Enov ssed Lumber RobsN9elaMntlilve"who compoom aesumk EtekrWon Report than a VJWAMn Pro" Eveklaltn En* nAlIVAREMdVAIR morLaortit AREMOL AM ammeetaLum kilo sow atilt amomuuwawm Rre IMAGE twiMlma amime meet 6 NfgedteNesw Run Dowd oriented skmd Board Igo Board 03312m9 M Yee NM WA armRmM Florida Department of Business & Professional Regulation Paps 2 d2 Building Codes and Standards =102018 Product Approval Application Detail Lai Product DaMMon Coat in Hwmz �Outra NVN2 fw Use � lieWrsa bYt 2Reassure 18 26 Ga. GulfPBR Run 26 Ga. Gu1RBR Roan Panel over tx4 Wood OU122024 Yes Yee N/A -N/Al +N/N Punts over IMUqud; Plywood -151.7PSF 19 26 Ga. Gu11PBR Run 26 Ga. GulfPBR ova 1552&qud; Plywood 04/12l1024 Yee Yes NIA +N/A/ -154.7PSF 20 26 Ga. GURPBR Run 26 Go. GWfPBR over ix4 Wood Pumns over 04/122024 No Yes N/A +N/AI 1532&Wd: Plywood -151.7PSF 21 26 Ga. GuNRb Run 26 Ga. GutfRb over 10 Wood Pudins ova 04/12,2024 No Yea N/A +Wet IW2&qud; Plywood -164.2PSF 22 28 Ga. GuNRib Mn 26 Go. Gu11Rb over 1532&qud; Plywood O4/12r2024 No Yes N/A +N/A/ 23 26 Ga. Gul6tib Run 26 Ga. GOlfRib over 1532&qud; Plywood OM122024 Yes Yes N/A +159.2PSF N/AI 24 28 Ga. GulfRib Runwn 26 Ga. GulfRib o1x4 Wood Punins over 04/122024 Yes Yes N/A +1592PSF N/A/ IW24quoL Plywood -164.2PSF 25 29 Ga. Gulfft Mn 29 Ga. Gu11RN/ over Us Woad PurPn over 04/122024 No Yea N/A +N/A/ IW2&qud; Plywood -123.SPSF 26 29 Gs. GullRib Run 29 Ga. GulfRb over I SM&qud; Plywood 04112r2024 No Yes N/A +N/A/ 27 29 Ga. GulfRib Run 29 Ga. GulfRb over Us Woad Purllm ova 04/122024 No Yes N/A +146.OPSF N/A/ 7/16&qud; O.S.B. -101.OPSF 26 29 G. GuM11b Run 29 Go. Gu11Rlb over 7H8&qud; O.S.B. 04/122024 No Yes WA +N/A/ -116.OPSF swarob criteria Cod. Version: 2017 FL M 11651 ApplIcmon Type: ALL Product MamAadw.r: ALL Category: ALL subcategory: ALL Application lames: ALL Compsarrce Method: ALL OuaNly Anwanee stay Contract Morad: ALL Product Model, amber or Nam.: ALL Product D.scnpdon: ALL Approved for use In Net¢: ALL Approved for use outside NVMIZ: ALL Impact R.slstat: ALL Damon Rosser. ALL Dee Fran: ALL Date To: ALL Florida D"Mir vet of Business & Professional Regulation &adios Coda and Smderds Product Approval Application DsWI Pagatat lams BMitrde as looks Imam rims ummkih he la an" anooKAdMMmt rNdi" Lmhlrl ! � AMgo®al own Matbn 2017 CASTCREIE WA the. 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